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HomeMy WebLinkAboutS-1810 ApplicationCity of Little Rock Planning and Development Filing Fees j 20 ;� 6 YPIII Date > I 6 2018 Annexation $ Board of Adjustment`' $ WFY ()F ;.i;_, Cond Use PermitlT U P $ Final Plat $ Planned Unit Dev $ Preliminary Plat $ Special Use Permit $ Rezoning $ $ Site Plans Sheet Name Change $ Street Name Signs Number -at -ea $ Public Hearing S' Number�_a�ea $ Total $ File No Location- Appl ' t l 0 60' 120' E10 ROAD ITO SCALE:1 "=6O' MOENAT&T DOx 15.5 FRk FIBER OPTIC1 SWG CONC.DRhC 91Al1. MARKER4A"EXISTING COLIC. DBE ORIME SMALL BE CONC_ INK FENCE 10,_2STREET 0• 40. PG 581 - - - Tk: Box FWD -•' A 1MER OPTIC N 141, =>} Rm POLE SECEi'HW:{ ++`- ,y %lI1.O'%46.Gf �'•. � P[0[S1AC iq r - - 50cLINE 24' TREN 7 DRAWOf fl y( II h EXISTNG I 1 EXISTINx G I - BUILDING 1 FENC{ GRAVEL ,Y o 9 PROPOM OWNER I I•-� 24" i 2200 COMMERCIAL ST DRAM (=1.7� _ _�i WAREHOUSE LLC 1 17' • I OWNER: ZONED:-2 - J %ISnNG ^II`I BJ AND COMPANY LLC 5A- 21 Z'x1 fi. 1' I 11 METAL BLDG ` ZONED: I-2 N �� 1 4. A CLAY PIPE AN CLE-OUT CLE N-OEL,U 9.TI6 2DLW I ; sus nw Kr"cPr 51 eHA JJ 1, L I ' CONC FENCE I - ":•s: ''��_-__�ei.�.- , LEGAL DESCRPITION: J_ + r •,�,� npiD FE T . I PART OF S3'2 OF THE SWY4 OF y +r at ATLU + SECTIONI2, TOWNSHIP 1 NORTH, - +LPG sr I I RANGE 12 WEST IN THE CITY OF .' / voms LITTLE ROCK, PULASKI COUNTY, ARKANSAS BEING FURTHER DESCRIBED AS: -—'--•-•-•—. — - I COMMENCING AT THE NORTHWEST °' r CORNER OF SW SM. SECTION 12, SB9Ti713'W 3011001 TOWNSHIP 1 NORTH RANGE 12 WEST; THENCE S89'55'31`EuNry54osx 1045.72' TO A POINT, THENCE SOO.00.48'E, 68.61' TO THE POINT OWNER Tm n 21 9.40 OF BEGINNING; THENCE N59-58'37'E, 300,05' TO A POINT; HASTINGS DEVELOPMENT CO, INC [ EL.: 24532 THENCE 500'03'52'E, 4=00' TO A POIVT; THENCE NOO'04'15'W, ZONED: I-2 151.05' TO A POINT' THENCE NB9.53'31 W. 20.29' TO A POINT; THENCE NOO'01'.Wlk, 249.10'; THENCE 1489'5E'37'E, 20.10' TO THE POINT OF BEGINNING, CONTAINING 2.87 (125,064 SOFT) ,•,I ., ACRES MORE OR LESS. 0AWAS " ,IST y PROJECT INFORMATION SFOUND IRON PINSTREET ADDRESS: 1701 EAST 22ND STREET {E� SET IRON PIN LAND OWNER: CES DEVELOPMENT NAL r"' „"'°�� BUILDING LINE1701 EAST 22ND STREET R �`�, �aXx B—IN` E°�" 7 LITTLE ROCK, ARKANSAS qf�y� •+ •'ay UTILITY EASEMENTXX• uTwTY EAS T XXXW 'VJJLABOUNDARY LINE DEVELOPER: CBM CONSTRUCTION ""•""'" CENTER LINE ------ — - TOTAL LAND AREA: 2.87t ACRES -GROSS NUMBER OF LOTS: 1 EXISTING LAND USE DESIGNATION: LIGHT INDUSTRIAL L EXSTING ZONING: 1-2, LIGHT INDUSTRIAL NEW BUILDING AREA: 12,600t SF - GROSS BUILDING AREA 1 • n rr PROPERTY IS IN "ZONE X" AND IS NOT LOCATED IN THE 100 YEAR FLOOD PLAIN ACCORDING TO FEMA MAP NO, 1.•c-TN 05119C 0457G DATED JULY, 6, 2015. c ,,, THIS P CT NOTES. E ! 1. BUILDER MUST ENSURE THAT PROPOSED STRUCTURE CLEARS , C BULDING LINES, SETBACK REQUIREMENTS, EASEMENTS, AND 5 - - -r -- RESTRICTIONS, INCLUDING THOSE STATED IN THE BILL OF ASSURANCE, BEFORE CONSTRUCTION BEGINS. 1 2. THIS PLOT PLAN DOES NOT GUARANTEE APPROVAL. '1 3.BUILDER SHALL CONSULT HOUSE PLANS WHEN LAYING OUT . - - --- --• _______ _ 4.FOUNDATION. BUILDER IS RESPONSIBLE FOR ACQUISITION OF WAIVERS OR 5. VARIANCES IF REQUIRED. THIS PRELIMINARY SURVEY OR PLOT PLAN SHOULD NOT BE CONSIDERED AS A FINAL, OR "AS BUILT" SURVEY. SOME IMPROVEMENTS EXIST ON THIS LOT AT THIS TIME. • c 6.DATA FILE: 17-61.TXT µsr. SITE PLAN VICINITY MAP DRAWN BY: DATE JOB NUMBER JGB FEB. 23, 2018 18-14MARLAR ENGINEERING CO., INC. �� 5318 Jahn F. Kennedy Boulevard APPROVED BY: SCALE REVISION NUMBER North Little Rack, Arkansas 72116 MPM 1" = 60' REVISED 3/16/2016 IN PORA Phone: (501) 753-1987 R;;CGPIRIG. WE p. amP T James, Donna From: Floriani, Vince Sent: Monday, April 2, 2018 4:00 PM To: Jason Bouwknegt Cc: James, Donna; Banihatti, Nat Subject: CES Development 22nd St. Jason, With this additional information, Traffic Engineering is OK with the 56 ft setback from the property line to the face of the building. Vince Floriani, P.E. Little Rock Public Works -Civil Engineering 701 W. Markham St. Little Rock, Arkansas 72201 501-371-4817 From: Jason Bouwknegt [mailto:jason@marlar-eng.com] Sent: Monday, April 02, 2018 2:21 PM To: Floriani, Vince Subject: RE: THE TRUCKS WILL NOT BE BACKED INTO THIS AREA AND WILL BE SIDE UNLOADED. CAN YOU PLEASE GIVE ME THE NUMBER TO THE TRAFFIC PERSON YOU ARE TALKING TO. J G7 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 lason(@marlar-eng.com From: Floriani, Vince [mailto:VFloriani littlerock. v] Sent: Monday, April 02, 2018 2:06 PM To: Jason Bouwknegt; James, Donna Cc: Banihatti, Nat Subject: RE: Jason, Traffic Engineering requests 60 ft be provided from the face of building to the property line. As you can see the trucks are about 60 ft in length. If you have any questions, please let me know. Thanks, Vince 1 I Vince Floriani, PJE. Little Rock PkObkc Works -Civil Engine•-cing 701 W. fvlarkharn St. Little Rock, Arkansas 72201 501-371-4817 From: Jason Bouwknegt [nnallto:Iason Oci marlar-eng.corn] Sent: Monday, April 02, 2018 1:08 PM wt 2 To: James, Donna; Floriani, Vince Subject: JM0XB0vWyVvEG7 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 iason@marlar-eng.com Area Zoning City of Little Rock Planning & Development rt. MA Fr OVA - Case: S-1810 Location: 1701 East 22nd Street Ward:1 N PD: 7 CT:2 0 200 400 TRS: T1 N R12W 12 Feet Existing Building E. 22ND Street Existing Drive Shall be Conc. Proposed Conc. 50.3' r Conc. ADA Compliant Ramp Proposed Building 65'x180' (12600 SQFT.) 26.3' 170.7' Sketch City of Little Rock Planning & Development Case No: S-1810 Name: CES Development Sub. Location: 1701 East 22nd Street Title: Site Plan Review N A 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 April 11, 2018 Marlar Engineering Co. 5318 John F Kennedy Boulevard North Little Rock, AR 72116 Re: S-1810 — CES Development Subdivision Site Plan Review 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 April 5, 2018: X Approved with conditions. Recommended approval with conditions. Recommended approval as submitted. Denied your request as submitted. Deferred to the Other: Meeting. If you have any questions please do not hesitate to contact me at 371-6821. Respectfully, Donna James, AICP Subdivision Administrator Et City 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 March 1, 2018 Director Erma Hendrix 921 West Roosevelt Road Little Rock, AR 72206 REQUEST: CES Development Subdivision Site Plan Review (S-1810), a request to allow the construction of a second building on the site. The building is proposed 65-feet by 180-feet and located along the eastern side of the existing building. GENERAL LOCATION OR ADDRESS: 1701 East 22nd Street OWNED BY/APPLICANT: CES Development Owners — Marlar Engineering_ Co. A_, ecennt (501.753.1987) NOTICE IS HEREBY GIVEN THAT an application for a Subdivision Multiple Building Site Plan Review 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 April 5, 2018 at 4:00 P.M. This notice is provided in order to assure that neighborhood associations are aware of issues that may affect their neighborhood. Information requests should be directed to the Planning staff at 371-4790. Jamie Collins Director of Planning and Development City of Little Rock Department of Planning and Development Planning 723 West Markham Street Zoning and Little Rock, Arkansas 72201-1334 Subdivision Phone: (501) 371-4790 Fax: (501) 399-3435 or 371-6863 NOTICE OF PUBLIC HEARING BEFORE THE LITTLE ROCK PLANNING COMMISSION ON A REQUEST FOR A USE CHANGE OR DEVELOPMENT OF LAND March 1, 2018 CONO - Community Outreach Neighborhood Organization Ms. Margie Marie Jones 2614 South Commerce Little Rock, AR 72206 REQUEST: CES Development Subdivision Site Plan Review S-1810 a request to allow the construction of a second building on the site. The building is proposed 65-feet by 180-feet and located along the eastern side of the existing building. GENERAL LOCATION OR ADDRESS 1701 East 22nd Street OWNED BY/APPLICANT: CES Development Owners — Marlar Engineering Co. A ent (501.753.1987) NOTICE IS HEREBY GIVEN THAT an application for a Subdivision Multiple Building Site Plan Review 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 April 5, 2018 at 4:00 P.M. This notice is provided in order to assure that neighborhood associations are aware of issues that may affect their neighborhood. Information requests should be directed to the Planning staff at 371-4790. Jamie Collins Director of Planning and Development City of Little Rock Department of Planning and Development Planning 723 West Markham Street Zoning and Little Rock, Arkansas 72201-1334 Subdivision Phone: (501) 371-4790 Fax: (501) 399-3435 or 371-6863 NOTICE OF PUBLIC HEARING BEFORE THE LITTLE ROCK PLANNING COMMISSION ON A REQUEST FOR A USE CHANGE OR DEVELOPMENT OF LAND March 1, 2018 Hanger Hill Neighborhood Association Lakresha Diaz 1201 Welch Little Rock, AR 72202 REQUEST: CES Development Subdivision Site Plan Review S-1810 . a request to allow the construction of a second building an the site. The building is proposed 65-feet by 180-feet and located along the eastern side of the existing building. GENERAL LOCATION OR ADDRESS: 1701 East 22nd Street OWNED BY/APPLICANT: CES Development Owners — Marlar Enaineerina Co. Aae 501.753.1987 NOTICE IS HEREBY GIVEN THAT an application for a Subdivision Multiple Building Site Plan Review 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 April 5, 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 si tpl n.doc 03/01/10 NOTICE OF PUBLIC HEARING BEFORE THE LITTLE ROCK PLANNING COMMISSION ON AN APPLICATION FOR SITE PLAN REVIEW To ALL owners of land lying within 200 feet of the boundary of property at: Address: V-10 . ZZ a—d STRE — General Location: s 4k' J % C1 IQ `5@C 1612 14 K. 2222 > Owned by: CTE S ❑�E11t L0t1-0'1, Nj'r Zoning: T—' 2- Proposed Use: M WCIlA$ N' NOTICE IS HEREBY GIVEN THAT an application for Site Plan Review has been filed with the Department of Planning and Development. A public hearing on said application will be held by the Little Rock Planning Commission in the Board of Directors Chamber, Second Floor, City Hall, on &?(ZZL St 2019 ,at A!(30 P.M. ALL PARTIES IN INTEREST MAY APPEAR and be heard at said time and place, or may notify the Planning Commission of their views on this matter by letter. All persons interested in this request are invited to call or visit the Department of Planning and Development, 723 West Markham, 371-4790, and to review the application and discuss same with the Planning staff. AFFIDAVIT I hereby certify that I have notified all the property owners of record within 200 feet of the above property that subject property is being considered for Site Plan Review and that a Public Hearing will be held by the Little Rock Planning Commission at the ti a and place described above. Applicant (owner or authorized agen E WE6 LWFEfdTN 6 (Name] 2- 2fo- 2018 (Date) fy TT ASk,'- COUNTY TITLE 8114 CANTRELL ROAD STE 300 LITTLE ROCK, ARKANSAS 72227 501-537-3700 FAX 501-537-3701 20 MARCH, 2018 RE; PART OF THE SOUTH %z OF THE SW'/, OF SECTION 12, TOWNSHIP I NORTH, RANGE 12 WEST, IN THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE SW '/. SW '/.; THENCE SOUTH 89 DEGREES 55 MINUTES 31 SECONDS EAST, 1045.72 FEET TO A POINT; THENCE SOUTH 00 DEGREES 00 MINUTES 46 SECONDS EAST 68.61 FEET TO THE POINT OF BEGINNING; THENCE NORTH 89 DEGREES 58 MINUTES 37 SECONDS EAST 300.05 FEET TO A POINT; THENCE SOUTH 00 DEGREES 03 MINUTES 52 SECONDS EAST 400 FEET TO A POINT; THENCE SOUTH 89 DEGREES 57 MINUTES 13 SECONDS WEST 300 FEET TO A POINT; THENCE NORTH 00 DEGREES 04 MINUTES 15 SECONDS WEST 151.05 FEET TO A POINT; THENCE NORTH 89 DEGREES 53 MINUTES 31 SECONDS WEST 20.29 FEET TO A POINT; THENCE NORTH 00 DEGREES 01 MINUTES 36 SECONDS WEST 249.10 FEET TO A POINT; THENCE NORTH 89 DEGREES 58 MINUTES 37 SECONDS EAST 20.10 FEET TO THE POINT OF BEGINNING. THE FOLLOWING IS A LIST OF THE APPARENT PROPERTY OWNERS LYING WITHIN 200 FEET OF THE ABOVE DESCRIBED LAND: LOT 15, BLOCK 1, GARDEN HOMES EXTENSION ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS. JEROME JOHNSON AND THELMA CARPENTER 2017 BOYCE ST. LITTLE ROCK, AR 72202 LOT 16, BLOCK 1, GARDEN HOMES EXTENSION ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS. AND LOT 6, BLOCK 6, GARDEN HOMES EXTENSION ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS. MICHAEL HILL 2820 CENTER ST. LITTLE ROCK, AR 72206 LOT 17, BLOCK 1, GARDEN HOMES EXTENSION ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS. THE CITY OF LITTLE ROCK 500 W. MARKHAM, STE. 310 LITTLE ROCK, AR 72201 LOT 1, BLOCK 6, GARDEN HOMES EXTENSION ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS. LITTLE ROCK CRATE & BASKET 1623 E 14Tll ST. LITTLE ROCK, AR 72202 LOT 2, BLOCK 6, GARDEN HOMES EXTENSION ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS. DAN A. MCDONALD AND CLARA F. MCDONALD 1725 E. 21ST ST. LITTLE ROCK, AR 72202 LOT 3, BLOCK 6, GARDEN HOMES EXTENSION ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS. ERIC L. HILL 1721 E. 21 ST. LITTLE ROCK, AR 72202 LOT 4, BLOCK 6, GARDEN HOMES EXTENSION ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS. ALVIN L. WHITE 2016 SECURITY AVE. LITTLE ROCK, AR 72202 LOT 5, BLOCK 6, GARDEN HOMES EXTENSION ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS. THE DAVID TERRY LANDERS TRUST P.O. BOX 3585 LITTLE ROCK, AR 72203 AND/OR C/O PATRICK R. JAMES 810 W. 3RD ST. LITTLE ROCK, AR 72201 TRACTS 1 AND 2, CURTIS FINCH COMMERCIAL SUBDIVISION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS. AND PART OF THE SW '/4 SW '/4 OF SECTION 12, TOWNSHIP 1 NORTH, RANGE 12 WEST, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT THAT IS 944.4 FEET EAST AND 60 FEET SOUTH OF THE NORTHWEST CORNER OF SAID SW '/4 SW '/4; THENCE EAST 97.18 FEET; THENCE SOUTH 00 DEGREES 09 MINUTES 33 SECONDS EAST 400.15 FEET; THENCE SOUTH 89 DEGREES 54 MINUTES 56 SECONDS WEST, 99.55 FEET; THENCE NORTH 00 DEGREES 10 MINUTES 49 SECONDS EAST 400 FEET TO THE POINT OF BEGINNING. LESS AND EXCEPT THAT PORTION AS DESCRIBED IN DEED OF RECORD AS DOCUMENT NO. 2016050693, RECORDS OF PULASKI COUNTY, ARKANSAS. 2200 COMMERCIAL STREET WAREHOUSE, LLC P.O. BOX 25815 LITTLE ROCK, AR 72221 A PART OF THE SE/2 SW '/4 AND THE SW '/4 SE'/4 OF SECTION 12, TOWNSHIP 1 NORTH, RANGE 12 WEST, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE CORNER COMMON TO SECTION 11, 12, 13, AND 14, TOWNSHIP 1 NORTH, RAGE 12 WEST; THENCE RUN EAST 531.5 FEET; RUN THENCE NORTH AT AN ANGLE OF 90 DEGREES FOR 535.7 FEET TO THE POINT OF BEGINNING; THENCE RUN EAST AT AN ANGLE OF 90 DEGREES AND PARALLEL TO AND 8.5 FEET NORTHERLY FOR THE CENTERLINE OF RAILROAD 2224.3 FEET TO THE WEST LINE OF BOLTON STREET; THENCE RUN NORTHWESTERLY AT AN INTERIOR ANGLE OF 60 DEGREES 27 MINUTES ALONG THE WEST LINE OF BOLTON STREET 321.9 FEET; THENCE CONTINUE NORTHWESTERLY AT AN EXTERIOR ANGLE OF 50 DEGREES 54.5 MINUTES TO THE WEST LINE OF BOLTON STREET 156.45 FEET TO A POINT WHICH IS 8.5 FEET SOUTH, AS MEASURED BY RIGHT ANGLES, FROM THE CENTER OF RAILROAD COMPANY'S HANKINS LEAD TRACT; THENCE RUN WESTERLY PARALLEL TO AND 8.5 FEET SOUTHERLY, AS MEASURED BY RIGHT ANGLES, 1911.2 FEET; THENCE RUN SOUTH AT AN INTERIOR ANGLE OF 90 DEGREES 22.5 MINUTES TO THE LAST DESCRIBED DISTANCE 293.7 FEET TO THE POINT OF BEGINNING. HASTINGS DEVELOPMENT CO., INC. P.O. BOX 7510 LITTLE ROCK, AR 72217 AND/OR 63 SHERRILL RD. LITTLE ROCK, AR 72202 AND/OR 56 SHERRILL RD. LITTLE ROCK, AR 72202 PART OF THE NE % SW '/4 SECTION 12, TOWNSHIP I NORTH, RANGE 12 WEST, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID NE 1/3 SW '/4; THENCE RUN EAST 13.1 FEET TO THE POINT OF BEGINNING; THENCE NORTH 00 DEGREES 24 MINUTES EAST 694.8 FEET; THENCE NORTH 89 DEGREES 51 MINUTES EAST 558.77 FEET; THENCE SOUTH 00 DEGREES 12 MINUTES EAST 696.2 FEET; THENCE WEST 566.0 FEET TO THE POINT OF BEGINNING. BEN DAVIS PROPERTIES MANAGEMENT, LLC P.O. BOX 574 NORTH LITTLE ROCK, AR 72115 AND/OR 2005 E. 17TH ST. LITTLE ROCK, AR 72202 AND/OR 370 MOUND VIEW DR. ENGLAND, AR 72046 PART OF THE SEA SW '/4 OF SECTION 12, TOWNSHIP I NORTH, RANGE 12 WEST, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE S % SW '/4 OF SECTION 12; THENCE RUN EAST ALONG THE NORTH LINE OF SAID S % SW'/4, A DISTANCE OF 1691.6 FEET; THENCE RUN SOUTH AT AN ANGLE OF 90 DEGREES A DISTANCE OF 60 FEET TO AN IRON PIPE ON THE SOUTH LINE OF EAST 22ND STREET AND THE POINT OF BEGINNING; THENCE RUN WESTERLY ALONG SAID SOUTH LINE AND PARALLEL TO AND 60 FEET SOUTH OF THE NORTH LINE OF SAID S '/z SW '/4 A DISTANCE OF 650 FEET; THENCE RUN SOUTHERLY AT AN ANGLE OF 90 DEGREES 400.0 FEET TO A POINT WHICH IS 15 FEET NORTHERLY, MEASURE AT RIGHT ANGLE TO THE CENTERLINE OF RAILROAD; THENCE RUN EASTERLY AT AN ANGLE OF 90 DEGREES AND PARALLEL TO AND 15 FEET FROM THE CENTERLINE OF SAID RAILROAD 350 FEET; THENCE RUN NORTHERLY AT AND ANGLE OF 90 DEGREES 400 FEET TO THE POINT OF BEGINNING. BJ & COMPANY, LLC 1801 E. 22ND ST. LITTLE ROCK, AR 72206 CERTIFIED THIS THE 1ST DAY OF MARCH, 2018 @ 6:00 A.M. THIS IS A LIMITED SEARCH OF THE RECORDS AND IS NOT TO BE CONSTRUED AS A TITLE INSURANCE POLICY, LEGAL OPINION OR COMMITMENT TO INSURE. LIABILITY IS LIMITED TO THE AMOUNT CHARGED FOR THIS SEARCH. SINCEREL"Y; 1, WILLEANI� CETZIG RTA NO. 16876100 , NAME LOT A CHATEAU'S ON STAGECOACH PLANNING COMMISSION REVIEW CENTRAL ARKANSAS WATER 12 March 2018 TYPE ISSUE COMMENTS Z-7607-B All Central Arkansas Water requirements in effect at the time of request for water service must be met. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered Contact Central Arkansas Water regarding the size and location of the water meter. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. NAME TYPE ISSUE COMMENTS THE POINTE AT BROSIE CREEK PHASE II LONG -FORM PD-R Z-8503-E All Central Arkansas Water requirements in effect at the time of request for water service must be met. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. 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. `A NAME WEST TREE SERVICE REVISED SHORT -FORM PD-1 TYPE ISSUE COMMENTS Z-5718-C All Central Arkansas Water requirements in effect at the time of request for water service must be met. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. Contact Central Arkansas Water regarding the size and location of the water meter. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. NAME TYPE ISSUE COMMENTS KINGRIDGE ENTERPRISES Z-1870-B All Central Arkansas Water requirements in REVISED SHORT -FORM PD-C effect at the time of request for water service must be met. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. NAME TYPE ISSUE COMMENTS CENTRAL ACQUISITIONS LLC Z-9304 SHORT -FORM PD-C All Central Arkansas Water requirements in effect at the time of request for water service must be met. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. The facilities on -site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. 5 NAME TYPE ISSUE COMMENTS CES DEVELOPMENT S-1810 All Central Arkansas Water requirements in SUBDIVISION SITE PLAN effect at the time of request for water service REVIEW 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. The facilities on -site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be Inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. NAME TYPE ISSUE COMMENTS CIGAR REPUBLIC SHORT -FORM Z-9303 All Central Arkansas Water requirements in PCD effect at the time of request for water service must be met. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. Contact Central Arkansas Water regarding the size and location of the water meter. The facilities on -site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section 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 TYPE ISSUE COMMENTS ACE GENERAL CONTRACTORS Z-4324-A LONG -FORM PID All Central Arkansas Water requirements in effect at the time of request for water service must be met. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. 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. f3 NAME TYPE ISSUE COMMENTS BREEDING ADDITIONPRELIMINARY PLAT S-1809 A utility easement will not suffice for water service to lot 2. Lot 2 should own a 10' strip of land to the main on Henderson Rd along the south line of Lot 1. 9 NAME TYPE ISSUE COMMENTS MEYER LONG -FORM PDC Z-9305 All Central Arkansas Water requirements in effect at the time of request for water service must be met. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. Contact Central Arkansas Water regarding the size and location of the water meter. 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 10 NAME TYPE ISSUE COMMENTS discuss backflow, prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. 11 Public Works Review Comments Planning Commission Board of Adjustment Agenda Date: 4-5-18 Z File Number LA-0078 Geyer Springs Rd & Mabelvale Cut-off Tree Harvest Geyer Springs S of Mabelvale Cut-off 1 Harvest activities must comply with state and federal forestry harvest techniques and code. Damage to offsite property must be repaired by the applicant in a timely manner. 2 Tree tops and debris generated from the harvest activity must be removed at the conclusion of harvest to reduce the potential fire hazard. Contact the Little Rock Fire Department for conditions and additional requirements. 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. 4 The harvest activities shall be expeditously completed in a time frame not to exceed one (1) year in duration from the time work commences to installation of all final erosion control measures and vegetation. 5 All erosion and stabilization controls, including permanent vegetation are to be maintained by the responsible party for a period of 2 years following completion of site work. 6 Maintenance for the 2 year period shall be guaranteed through posting of cash, surety bond or letter of credit as referenced in Sec. 31-431(2) at the time of final inspection of the harvest and grading activities. 7 All required federal, state, and local permits and approvals shall be obtained prior to commencement of land alteration activities. 8 Public works staff must be contacted for inspection for final approval of site stabilization prior to acceptance and relinquishment of maintenance bond. 9 Erosion controls must be installed to reduce discharge of polluted stormwater. 10 Vegetation must be established on disturbed area within 21 days of completion of harvest activities. 11 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party. 12 Per Sec. 29-179(5), undisturbed areas designated for temporary buffers shall be kept undisturbed except for reasonable access to the site. The width of the temporary buffer strip shall be 6% of the lot width and depth. The minimum width shall be 50 ft where the subject property is adjacent to other properties, residential streets, collector streets, and industrial streets. The minimum width shall be 80 ft where the subject property is adjacent to City Parks, and arterial streets. 13 Little Rock Public Works Civil Engineering should be contacted for proper sizing of temporary culvert pipe at entrance locations prior to placement. Z File Number LA-0079 CARTI Land Alteration Variance 8901 CARTI Way Monday, March 12, 2018 Page 1 of 7 I According to City code as found in Chapter 15, three (3) proposals or estimates must be provided to staff for providing and planting trees. Only 2 estimates were provided. It appears the estimates do not consider both the purchase and planting of trees. 2 The application fee has been paid but a sign has not been posted on the property by the applicant. For the item to remain on the current Planning Commission agenda, the posting of the site must be provided. 3 Harvest activities must comply with state and federal forestry harvest techniques and code. Damage to offsite property must be repaired by the applicant in a timely manner. 4 Tree tops and debris generated from the harvest activity must be removed at the conclusion of harvest to reduce the potential fire hazard. Contact the Little Rock Fire Department for conditions and additional requirements. 5 A grading permit in accordance with section 29-186 (c) & (d) will be required to be obtained prior to any land clearing or grading activities at the site. 6 The harvest activities shall be expeditously completed in a time frame not to exceed one (1) year in duration from the time work commences to installation of all final erosion control measures and vegetation. 7 Maintenance of the planted trees, restored area, and harvested area for the 2 year period shall be guaranteed through posting of cash, surety bond or letter of credit as referenced in Sec. 31- 431(2) at the time of final inspection of the harvest and plantng activities. 8 All required federal, state, and local permits and approvals shall be obtained prior to commencement of land alteration activities. 9 In the 2 years following, Public Works staff will conduct a final iinspection for final approval of site stabilization, planting, and harvesting prior to final acceptance and relinquishment of maintenance bond. 10 Erosion controls must be installed to reduce discharge of polluted stormwater. 11 The proposed trees must be planted at an appropriate time before December 31, 2018. 12 The newly planted trees should be watered and maintained to promote growth for at least 2 years. 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 c-ertificate of occupancy. 14 The proposed contribution to the City of Little Rock Tree Fund for 100 trees must be made prior to 30 days following approval of the variance application by the Planning Commission. Z File Number S-1809 Breeding Addition Pre Plat 7718 Henderson Road 1 Henderson Rd is classified on the Master Street Plan as a residential street. A dedication of right-of- way 25 feet from centerline will be required. 2 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Henderson Rd including 5-foot sidewalks with planned development. The new back of curb should be placed 26 ft from from the centerline of the street. 3 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. Monday, March 12, 2018 Page 2 of 7 Z File Number 5-1810 CES Development Subdivision Site Plan Review 1701 E. 22nd St. 1 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvements across the subject property to E. 22nd Street with planned development . The new back of curb should be located 15.5 ft from centerline. 1 The proposed building setback should be sufficient for expected vehicles to not extend into the public right-of-way while loading and unloading. 2 The existing gravel driveway aprons are not permitted and should be constructed with concrete aprons. 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. 4 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. The width of driveway must not exceed 36 feet. Driveway spacing on commercial streets is 125 ft from the side property line and 250 ft from other driveways or street intersections. A variance must be requested for the proposed driveway location. 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-1870-B Kingridge Enterprises Rev PD-C 2501 Broadway Street 1 Roosevelt Rd is classified on the Master Street Plan as a principal arterial with special design standards Dedication of right-of-way to 35 feet from centerline will be required. Show distance from centerline of right-of-way to property line on survey. 2 Due to the proposed use of the property, the Master Street Plan specifies that Broadway Street for the frontage of this property must meet commercial street standards. Dedicate right-of-way to 30 feet from centerline. Show distance from centerline of right-of-way to property line on survey. 3 A 20 feet radial dedication of right-of-way is required at the intersection of Roosevelt Rd and Broadway St. Z File Number Z-4324-A Ace General Contractors PID 11201 Stagecoach Rd 1 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 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 an advanced grading variance being requested to grade the western portion of the property with construction of the proposed development on the eastern portion? 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 and detailed in the bill of assurance. Monday, March 12, 2018 Page 3 of 7 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 In accordance with Section 31-176, If any portion of this property is within the floodway, floodway areas must be shown as floodway easements or be dedicated to the public. In addition, a 25 foot wide drainage and access easement is required adjacent to the floodway boundary. 6 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. 7 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. The width of driveway must not exceed 36 feet. Driveway spacing on arterial streets is 150 ft from the side property line and 300 ft from driveways and intersections. The proposed driveway locations do not conform with City code. Show driveway locations on the north side of Stagecoach Road to determine a possible left turn conflict. 8 The property survey does not show the western portion of the property being developed. 9 In accordance with 3 1-2 10 (h)(12), access driveways running parallel to the street shall not create a four-way intersection within 75' of the future curb line of the street. 10 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 11 Obtain permits for improvements within State Highway right-of-way from AHTD, District VI. Z File Number Z-5718-C West Tree Service Rev PD-I 6300 Forbing Road 0 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. 1 Forbing 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 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. 3 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 4 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or land owner. 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-7607-B Chateaus on Stagecoach Lot A PCD Stagecoach Rd at Chateaus Lane Monday, March 12, 2018 Page 4 of 7 I Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 2 All driveways shall be concrete aprons per City Ordinance. 3 Remove all driveway curb cuts and aprons not proposed to be used. 4 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner. 5 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 6 Obtain permits for improvements within State Highway right-of-way from AHTD, District VI. 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. Z File Number Z-8503-E The Pointe at Brodie Creek Ph 2 PD-R 3100 - 3300 S. Bowman Rd and variance required recycling I 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 drainage plans must be submitted and approved prior to the start of construction. Is a requested to advance grade future phases of construction with construction of Phase 1? 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. 3 If disturbed area is 1 or more acres, obtain a NPDES stonn water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 4 A special Grading Permit for Flood Hazard Areas will be required per Sec. 8-283 prior to construction. 5 The minimum Finish Floor elevation of at least 1 ft above the base flood elevation of Building 6 and 7 should be shown on grading plans. 6 Floodway areas cannot be filled or developed. In accordance with Section 31-176, floodway areas must be shown as floodway easements or be dedicated to the public. In addition, a 25 foot wide drainage and access easement is required adjacent to the floodway boundary. 7 Alteration of the water course will require approval from the Little Rock District of the US Army Corps of Engineers prior to start of work. 8 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 for construction of the retaining wall. 9 The owner and/or manager of each multi -family residence of 100 or more dwelling units shall provide recycling and encourage participation by the tenants, renters, or owners of each unit. Contact Melinda Glasgow at 371-4646 for more information. Show the trash and 10 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). Monday, March 12, 2018 Page 5 of 7 11 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. 12 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Bowman Rd including 5-foot sidewalks with planned development. The new back of curb should be located 29.5 ft from centerline. A left turn lane should be provided for all driveways. 13 Submit a Traffic Impact Study for the proposed project. Study should address trip generation and trip distribution for the development and also should take into account existing and projected traffic growth. Study should include: 1. Roadway Level of Service Analysis for 2-lane sections of Bowman Rd. (existing and projected), and 14 If the north driveway will be used for more than a secondary emergency access now or in the future, provide a letter prepared by a registered engineer certifying the sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. 15 If the driveway will be used other than secondary emergency access, the driveway should be paved with asphalt, curb and gutter. 16 If the north driveway will be used for more than an emergency access, driveway locations do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. Driveway spacing on arterial streets is 300 ft from intersections and other driveways and 150 ft from the property line. A variance is required to be obtained for the proposed driveway location. Z File Number Z-9303 Cigar Republic PCD 1315 Breckenridge Drive 0 No comments Z File Number Z-9304 Central Acquisitions LLC PD-C 12620 Lawson Rd 1 Due to the proposed use of the property, the Master Street Plan specifies that Lawson Road for the frontage of this property must meet commercial street standards. Dedicate right-of-way to 30 feet from centerline. 2 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Lawson Rd including 5-foot sidewalks with planned development. The new back of curb should be located 18 ft from centerline and connect with the existing curb and sidewalk to the south. The sidewalk should not be placed at the back of curb. 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. 4 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). 5 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner. 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. Monday, March 12, 2018 Page 6 of 7 7 Hauling of fill material on or off site over municipal streets and roads requires approval prior to a grading permit being issued. Contact Public Works Traffic Engineering at 621 S. Broadway, (501) 379-1805 (Travis Herbner) for more information. 8 The radius of the driveway cannot extend beyond the projection of the side property line to the street. 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 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. The width of driveway must not exceed 36 feet. The proposed driveway should platted with an access easement to be shared with the property to the north. Z File Number Z-9305 Meyer PD-C Event Center 10 Rusty Tractor Lane l The driveway and access easement widths does not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. The driveway within the access easement should be constructed to at least 20 ft in width with concrete or asphalt. 2 All driveways, easements, and private streets shall be constructed with concrete aprons per City Ordinance. 3 Storm water detention ordinance applies to this property if additional impervious surfaces including roof tops and parking areas are constructed. If additional impervious surfaces are to be constructed, 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. 4 Any future construction within the floodplain must conform with Pulaski County floodplain requirements. 5 In accordance with Section 31-176, floodway areas must be shown as floodway easements or be dedicated to the public. In addition, a 25 foot wide drainage and access easement is required adjacent to the floodway boundary. 6 Per Section 36-341, floodways shall be kept free of structure involvement including fences, open storage of materials and equipment, vehicle parking, and other impediments to the free flow of floodwaters. Monday, March 12, 2018 Page 7 of 7 MEMORANDUM TO: VINCE FLORIANI, DESIGN REVIEW ENGINEER FROM: TRACY SPILLMAN, PLANS DEVELOPMENT ADMINISTRATOR SUBJECT: REVIEW OF THE BUFFER AND LANDSCAPE REQUIREMENTS OF LA-0079 MARCH 14, 2018, SUBDIVISION COMMITTEE MEETING CC. DANA CARNEY, ZONING & SUBDIVISION MANAGER DATE: MARCH 09, 2018 1. 8900 Carti Wa LA-0079 Land use buffers are to be maintained adjacent to properties of a more restrictive nature. The property located to the east is zoned PD-R. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. Full to the ground holly trees can be used to meet this requirement if spaced to provide an opaque barrier. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. In addition to the required screening, buffers are to be landscaped at the rate of one (1) tree and three (3) shrubs for every thirty (30) linear feet. As per Sec. 36-525. - Permanency of buffer area. It shall be the responsibility of the landowner to maintain all designated buffer areas in the manner established by the approved plan. Any trees that are destroyed or removed by act or consent of the responsible party shall be replaced in accordance with the tree credits chart set forth in Sec. 15-52. — Preservation protection and planting.. Replacement shall occur as soon as reasonably possible in accordance with the approved landscape plan and good horticultural practices and in compliance with this chapter. As defined in Chapter 15 of the City Landscape Code Replacement trees means trees that are planted to replace trees that have been severely damaged or have died or have been otherwise removed. Fifty (50) percent of replacement trees shall be a minimum of three (3) inches in caliper at planting and the balance shall be four (4) inches in caliper or greater at planting. Trees will need to be replaced with a species similar to those removed. The predominant plant materials remaining on site are of an oak and pine variety. Auk En tffgy March 2, 2018 City of Little Rock Department of Planning and Development ATTN: Ms. Donna James, AICP 723 West Markham Street Little Rock, AR 72201-1334 RE: Entergy comments related to Planning and Zoning items for the April 51' Meeting Ms. James, Entergy Arkansas Inc. #9 Entergy Court Little Rock. AR 72211 Please find below Entergy's comments related to the items received from the Department of Planning and Development last week. The request letter said to have the comments back to you by March 12", 2018. + The Pointe at Brodie Creek Ph II — PD-R — 3100-3300 So Bowman— Z-8503-E Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities at the location of the proposed construction. There is an existing three phase, overhead power line on the east side Bowman Road adjacent to this property. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. West Tree Service Revised Short -form PD-I — 6300 Forbing Road— Z-5718-C 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 overhead power line extending along the east side of this property which currently provides service to the existing structures. It does not appear to be in the way of future building additions or parking lot expansion. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. + Kingridge Enterprises Revised short -form PD-C — 2501 Broadway St. — Z-1870-B Entergy does not object to this proposal for allowable use change. There do not appear to be any conflicts with existing electrical utilities at this location. Service is already being provided to this building via an underground service line from the north side of the property. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. + Central Acquisitions LLC short -form PD-C —12620 Lawson Rd — Z-9304 Entergy does not object to this proposal for allowable use change. There do not appear to be any conflicts with existing electrical utilities at this location. There is an existing three phase, overhead power line on the north side of Lawson Road adjacent to this property. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. CES Development Subdivision Site Plan review —1701 East 22nd St — S-1810 Entergy and the developer will need to discuss this project in more detail before the proposed building can be added at the location shown on the drawing provided to Entergy. There is an existing three phase, overhead power line which extends along the eastern edge of the existing building — exactly where the proposed building is to be constructed. NESC code clearances will not permit this line to remain if the proposed building is to be built where proposed. Contact Entergy in advance to discuss electrical service requirements, and adjustments to existing facilities as this project proceeds. • Cigar Republic Short -form PCD —1315 Breckenridge Dr — Z-9303 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 both structures on this property via overhead service lines. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. o Ace General Contractors Long -form PID —11201 Stagecoach Rd. — Z-4324-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 electrical power line runs along the north side of Stagecoach Road across the street from this location. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. Breeding Addition Prelim Plat — 7718 Henderson Rd. — S-1809 Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities at this location. A single phase overhead electrical power line runs along the west side of Henderson Road at this location. Easement locations and widths for the power lines will be discussed as the properties develop. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. ■ Meyer Long -form PD-C —10 Rusty Tractor Lane — Z-9305 Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities at this location. A single phase overhead electrical power line runs along the North and west side of this property. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. ► Lot A Chateau's on Stagecoach revised PCD — NW corner of Chateau Lane and Stagecoach Road — Z-7607-B 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 electrical power line runs along the south side of Stagecoach Road near this property with a single phase underground dip near the NE corner. Contact Entergy in advance to discuss electrical service requirements, 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. To: Dana Carney, Zoning & Subdivision Manager Date: 03-06-18 Donna James, Zoning / Monte Moore, Subdivision From: Curtis Richey / Mark Alderfer: Building Codes Building Code Comments: Z-7607-B Chateau Lane and 5ta_gecoach Road Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process. This project will require fully developed Architectural, Structural, Civil and MEP Plans. Contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichev@littlerock.S—v Z-9305 _ 10 Rusty Tractor Lane Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process. This project will require fully developed Architectural, Structural, Civil and MEP Plans. Contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichev@ little rock.go Z-8503-E 3100-3300 S. Bowman Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process. This project will require fully developed Architectural, Structural, Civil and MEP Plans. Contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichev _ littlerock.gov Z-5718-C 6300 Forbing Road Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process. This project will require fully developed Architectural, Structural, Civil and MEP Plans. Contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichev@ little rock.gov Z-1870-B Project is a change in occupancy and is therefore subject to current building code requirements. Review and approval is required by Building Codes Division before occupancy takes place. Handicap Accessibility will be required. Including but not limited to building access and parking. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey@littlerock.or 1620 Lawson Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process. This project will require fully developed Architectural, Structural, Civil and MEP Plans. Contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey@littlerock. Pov S-1810 1701 East 22"d Steet Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process. This project will require fully developed Architectural, Structural, Civil and MEP Plans. Contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey@littlerock.gov Z-9303 315 Breckenridge Drive Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process. This project will require fully developed Architectural, Structural, Civil and MEP Plans. Contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichev@littlerock.gov_ Z-4324-A 11201 Stagecoach Road Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process. This project will require fully developed Architectural, Structural, Civil and MEP Plans. Contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichev@littlerock.gov S-1809 7718 Henderson Road NC Regards, Curtis Richey Commercial Plans Examiners Z-1870-B Address: 2501 Broadway Street Planning Division: This request is located Central City Planning District. District. The Land Use Plan shows Office (0) for this property. The office category represents services provided directly to consumers (e.g., legal, financial, medical) as well as general offices which support more basic economic activities. The applicant has applied for rezoning from POD (Planned Office Development) to PDC (Planned Development Commercial) to add beauty and barber as an allowable use. Master Street Plan: West of the property is Broadway Street and it is shown as a Local Street on the Master Street Plan. North of the property is Roosevelt Road and it is shown as a Principal Arterial on the Master Street Plan. The primary function of Local Streets is to provide access to adjacent properties. Local Streets that are abutted by non-residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. The primary function of a 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 Roosevelt Road 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: There are no bike routes shown in the immediate vicinity. Z-4324-A Address: 11201 Stagecoach Road Planning Division: This request is located Otter Creek Planning District. The Land Use Plan shows Service Trades District (STD) for this property. The Service Trades District category provides for a selection of office, warehousing, and industrial park activities that primarily serve other office service or industrial businesses. The district is intended to allow support services to these businesses and to provide for uses with an office component. A Planned Zoning District is required for any development not wholly office. The applicant has applied for rezoning from 1-2 (Light Industrial District) to PID (Planned Industrial Development) to allow Office, Retail, and Mini -warehouse as an allowable use. Master Street Plan: The North side of the property is Stagecoach 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 Stagecoach 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: A Class II Bike Lane is shown along Stagecoach Road. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Z-5718-C Address: 6300 Forbing Road Planning Division, This request is located in 65t" 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 revised PID (Planned Industrial Development) to allow a building addition and additional graveled truck parking as an allowable use. Master Street Plan: The south side of the property is Forbing 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 Forbing 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: A Class II Bike Lane is shown along Forbing Road. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Z-8503-E Address: 3100-3300 South Bowman Road Planning Division: This request is located in Ellis Mountain East Planning District. The Land Use Plan shows Residential Low Density (RL) & Residential Medium Density (RM) for this property. The Residential Low Density is for single-family homes at densities no greater than six dwelling units per acre. The Residential Medium Density category accommodates a broad range of housing types including single family attached, single family detached, duplex, town homes, multi -family and patio or garden homes. Any combination of these and possibly other housing types may fall in this category provided that the density is between six (6) and twelve (12) dwelling units per acre. The applicant has applied for a rezoning from R2 (Single Family District) and PRD (Planned Residential Development) to PDR (Planned Development Residential) allow multi -family residential non -multi -family and office Master Street Plan: East side of the property is South Bowman Road and it is shown as a Minor Arterial on the Master Street Plan. West of the property is Trail Drive and it is shown as a proposed 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 South Bowman 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 Bowman Road. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Z-9303 Address: 1315 Breckenridge Drive Planning Division: This request is located in Rodney Parham 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 C3 (General commercial district) to PCD (Planned Commercial Development) to allow for future development of a Private club. Master Street Plan: East of the property is Breckenridge 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 This street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There is a Class III Bike Route shown on Breckenridge Drive. These bike routes require no additional right-of-way, but either a sign or pavement marking to identify and direct the route. Z-9304 Address: 12620 Lawson Road Planning Division: This request is located Ellis Mountain Planning District. The Land Use Plan shows Service Trades District (STD) for this property. The Service Trades District category provides for a selection of office, warehousing, and industrial park activities that primarily serve other office service or industrial businesses. The district is intended to allow support services to these businesses and to provide for uses with an office component. A Planned Zoning District is required for any development not wholly office. The applicant has applied for rezoning from R2 (Single Family District) to PCD (Planned Commercial Development) to allow Termite and Pest Control as an allowable use. Master Street Plan: East of the Property is Lawson Road and it shown as a Local Street on the Master Street Plan. The primary function of Local Streets is to provide access to adjacent properties. Local Streets that are abutted by non- residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. This street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There are no bike routes shown in the immediate vicinity. Z-9305 Address: 10 Rusty Tractor Lane Planning Division: This request is located Crystal Valley Planning District. District. The Land Use Plan shows Residential Low Density (RL) for the application area. The Residential Low Density 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 rezoning from R2 (Single Family District) to PCD (Planned Commercial Development) to allow the construction of an Even Center Master Street Plan: North of the property is Rusty Tractor LN, a private street. Since this street is the only access it should be constructed as a Local Street (Commercial Street). 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-7607-B Address: Northwest Corner of Chateau Lane and Stagecoach Road Planning Division: This request is located Otter Creek Planning District. 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 revised PCD (Planned Commercial Development) to change the allowable use from bank to office uses. Master Street Plan: South of the property is Chateau Lane and it is shown as a Local Street on the Master Street Plan. East of the property is Stagecoach Road and it is shown as a Minor Arterial on the Master Street Plan. The primary function of Local Streets is to provide access to adjacent properties. Local Streets that are abutted by non-residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. 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 Stagecoach Road since it is a Minor Arterial. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: A Class II Bike Lane is shown along Stagecoach Road. Bike Lanes provide a portion of the pavement for the sole use of bicycles. To: Donna James From: Captain Tony Rhodes / Captain John Hogue: Fire Marshal Comment for the following_! ocations: Z-8503-E 3100-3300 South Bowman Full plan review Maintain Access: Fire Hydrants. Date: March 5, 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. 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-7607-6 Northwest corner of Chateau Lane and Stagecoach Full plan review Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. �o. 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-5718-C 6300 Forbine 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. 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-1870-B 2501 Broadwav Street Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loadine Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Fire Hvdrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1 Z-930412620 Lawson Road Full plan review Maintain Access: Fire Hvdrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Commercial and Industrial Developments — 2 means of access. - Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities exceeding 30 feet or three stories in height shall have at least two means of fire apparatus access for each structure. Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having a gross building area of more than 62,000 square feet shall be provide with two separate and approved fire apparatus access roads. Exception: Projects having a gross building area of up to 124,000 square feet that have a single approved fire apparatus access road when all building are equipped throughout with approved automatic sprinkler systems. D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. 30' Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D105.1— D105.4 D105.1 Where Required. Where the vertical distance between the grade plane and the highest roof surface exceed 30', approved aerial fire apparatus access roads shall be provided. For the purposes of this section the highest roof surfaces shall be determined by measurement to the eave of a pitched roof, the intersection of a roof to the exterior wall, or the top of the parapet walls, whichever is greater. D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed with of 26', exclusive of shoulders, in the immediate vicinity of the building or portion thereof. D105.3 Proximity to building. At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet and a maximum of 30 feet from the building, and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fire code official. D105.4 Obstructions. Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. Other obstructions shall be permitted to be places with the approval of the fire code official. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200 Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. S-18101701 East 22nd Street Full plans review Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Commercial and Industrial Developments — 2 means of access. - Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities exceeding 30 feet or three stories in height shall have at least two means of fire apparatus access for each structure. Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having a gross building area of more than 62,000 square feet shall be provide with two separate and approved fire apparatus access roads. Exception: Projects having a gross building area of up to 124,000 square feet that have a single approved fire apparatus access road when all building are equipped throughout with approved automatic sprinkler systems. D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses 30' Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D105.1— D105.4 D105.1 Where Required. Where the vertical distance between the grade plane and the highest roof surface exceed 30', approved aerial fire apparatus access roads shall be provided. For the purposes of this section the highest roof surfaces shall be determined by measurement to the eave of a pitched roof, the intersection of a roof to the exterior wall, or the top of the parapet walls, whichever is greater. D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed with of 26', exclusive of shoulders, in the immediate vicinity of the building or portion thereof. D105.3 Proximity to building. At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet and a maximum of 30 feet from the building, and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fire code official. D105.4 Obstructions. Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. Other obstructions shall be permitted to be places with the approval of the fire code official. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. 2-9303 1315 Breckenridge Drive No comments Z-4324-A 11201 Stagecoach Road Full plan review Maintain Access: Fire Hvdrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Commercial and Industrial Developments — 2 means of access. - Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities exceeding 30 feet or three stories in height shall have at least two means of fire apparatus access for each structure. Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having a gross building area of more than 62,000 square feet shall be provide with two separate and approved fire apparatus access roads. Exception: Projects having a gross building area of up to 124,000 square feet that have a single approved fire apparatus access road when all building are equipped throughout with approved automatic sprinkler systems. D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. 30' Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section 13105.1— D105.4 D105.1 Where Required. Where the vertical distance between the grade plane and the highest roof surface exceed 30'. approved aerial fire apparatus access roads shall be provided. For the purposes of this section the highest roof surfaces shall be determined by measurement to the eave of a pitched roof, the intersection of a roof to the exterior wall, or the top of the parapet walls, whichever is greater. D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed with of 26', exclusive of shoulders, in the immediate vicinity of the building or portion thereof. D105.3 Proximity to building. At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet and a maximum of 30 feet from the building, and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fire code official. D105.4 Obstructions. Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. Other obstructions shall be permitted to be places with the approval of the fire code official. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. S-1809 7718 Henderson Road No comments Z-9305 10 Rusty Tractor Lane Maintain Access: Fire Hvdrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. 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 BuiIdin S - 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. Regards, Captain Rhodes and Captain Hogue Office: 918-3710 Little Rock Water Reclamation Authority Comments Project Number 5-1809 Project Narne Breeding Addition - 7718 Henderson Rd Project Number S-1810 Project Name CES Development -1701 E. 22nd St. Project Number Z-1870-B Project Name Kingridge Enterprises Project Number Z-4324-A Project Type Comment Made Preliminary Plat -Single Family Outside Service Boundary - No Comment. Project Type Comment Made Subdiv Site Plan Review Sewer Available to this site. EAD Review required if food service on site Project Type Comment Made Planned Development: Commercial Sewer Available to this site. Project Name Project Type Ace General Contractors - Planned Development: Industrial 11201 Stagecoach Rd Project Number 7-5718-C Project Name Project Type West Tree Service Planned Development: Industrial Project Number Z-7607-C Comment Made Sewer Available to this site. Comment Made Sewer Available to this site. Retain Existing easements. Project Name Project Type Comment Made Lot A Chateaus on Planned Development: Commercial - Sewer Available to this site. Retain Existing easements. Stagecoach revise site plan Project Number Z-8503-6 Project Name Project Type The Pointe at Brodie Creek Planned Development: Residential Phase IV Project Number Z-9303 Project Name Cigar Republic - 1315 Breckenridge Dr. Comment Made Sewer main extension required with easements if new sewer service is required for this project. Capacity Fee calculation required. Project Type Comment Made Planned Development: Commercial - Sewer Available to this site. EAD Review required if Private Club food service on site Thursday, March 08, 2018 Page 1 of 2 Project Number Z-9304 Project Name Project Type Comment Made Central Acquisitions - Planned Development: Commercial Must be inside CLR to connect. Sewer main extension 12620 Lawson Road required if new sewer service is required for this project. Reimbursement Fee required. Project Number Z-9305 Project Name Project Type Comment Made Meyer PD-C 10 Rusty Planned Development: Commercial - Outside Service Boundary - No Comment. Tractor Ln Events Center Thursday, March 08, 2018 Page 2 of 2 MEMORANDUM TO: DONNA JAMES, SUBDIVISION ADMINISTRATOR FROM: TRACY SPILLMAN, PLANS DEVELOPMENT ADMINISTRATOR SUBJECT: REVIEW OF THE BUFFER AND LANDSCAPE REQUIREMENTS OF THE MARCH 14, 2018, SUBDIVISION COMMITTEE MEETING CC: DANA CARNEY, ZONING & SUBDIVISION MANAGER DATE: MARCH 09, 2018 1. 7718 Henderson Road (S-1809) No comment. 2. 1701 East 22nd Street (S-1810) Any new site development 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 or six (6) feet nine (9) inches in designated mature areas. The property is located in the City's designated mature area. A twenty-five (25%) percent reduction of the buffer requirements is acceptable. The average depth of the lot is approximately 400 linear feet. A minimum of eighteen (18) foot street buffer is required between the property line and the proposed concrete. 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. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 3. 2501 Broadway (Z-1870-B 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. 4. 11201 Stagecoach Road Z-4324-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 ('/z) the full width requirement but in no case less than nine (9) feet. The average depth of the lot is approximately 800 linear feet. A minimum forty-eight (48) foot street buffer is required between the property line and the proposed parking. Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street, highway or freeway. This strip shall be at least nine (9) feet wide. Provide trees with an average linear spacing of not less than thirty (30) feet within the perimeter planting strip. Provide three (3) shrubs or vines for every thirty (30) linear feet of perimeter planting strip. The east perimeter planting strip is deficient. Landscape areas shall be provided between the vehicular use area used for public parking and the general vicinity of the building, excluding truck loading or service areas not open to public parking. These areas shall be equal to an equivalent planter strip three (3) feet wide along the vehicular use area. 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. Land use buffers are to be maintained adjacent to the south and west R-2 zoned properties. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. In addition to the required screening, buffers are to be landscaped at the rate of one (1) tree and three (3) shrubs for every thirty (30) linear feet. Existing plant material can be used to meet these minimum requirements. A landscape irrigation system shall be required for developments of one (1) acre or larger. The development of two (2) acres or more requires the landscape plan to be stamped with the seal of a Registered Landscape Architect. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 5. 6300 Forbing Road (Z-5718-C) 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. 6. 3100 — 3200 South Bowman Rd. West of Bowman Road between Brodie Creek Subdivision and the Pointe at Brodie Creek Apartments (Z-8503-E Site plan must comply with the City's minimal landscape and buffer ordinance requirements. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). For developments with more than one hundred fifty (150) parking spaces the minimum size of an interior landscape area shall be three hundred (300) square feet. Interior islands must be a minimum of seven and one half (7 1/2) feet in width. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. 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. 7. 1315 Breckenridge Drive {Z-930 ) Any new site development must comply with the City's minimal landscape and buffer ordinance requirements. Any existing vehicular use area that does not meet current code requirements may continue as nonconforming until such time a building permit is issued to rehabilitate a structure on the property exceeding fifty (50) percent of the current replacement cost of the structure. At such time fifty (50) percent of the existing vehicular use area shall be brought into compliance with this chapter and shall continue to full compliance on a graduated scale based upon the percentage of rehabilitation cost. 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. 12620 Lawson Road Z-9304 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 165 linear feet. A minimum ten (10) foot street buffer is required between the property line and the proposed parking after the dedication of the right-of-way. Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of 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. Land use buffers are to be maintained adjacent to the north R-2 zoned properties. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. In addition to the required screening, buffers are to be landscaped at the rate of one (1) tree and three (3) shrubs for every thirty (30) linear feet. A landscape irrigation system shall be required for developments of one (1) acre or larger. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 9. 10 RusIX Tractor Lane Z-9305 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. 10. Stagecoach Road and Chateaus Lane Z-7607-B Site plan must comply with the City's minimal landscape and buffer ordinance requirements. Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet. 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. Land use buffers are to be maintained adjacent to the north and west R-2 zoned properties. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. In addition to the required screening, buffers are to be landscaped at the rate of one (1) tree and three (3) shrubs for every thirty (30) linear feet. 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.