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Home My WebLink AboutZ-8737-C ApplicationArea Zoning City of Little Rock Planning & Development Case: Z-8737-C Location: 8222 Stagecoach Road Ward: 7 PD-. 17 CT: 42.21 TRS: T1 N R13W 33 N 0 200 400 Feet Land Use Plan City of Little Rock Planning & Development Case: Z-8737-C Location: 8222 Stagecoach Road Ward: 7 PD-. 17 CT: 42.21 TRS: T1 N R13W 33 N 0 200 400 Feet HILL W/ EXIST. VEGETATION Retail Space ��PGN R�P� ST PG�GO TENANT / Sketch City of Little Rock Planning &Development Case No: Z-8737-C Name: Davis Storage Development Location:8222 Stagecoach Road Issue: Long -form PCD OFFICE DUMPSTER LOCATION PS Form 3800, April 2015 PSN�.all-02.CW!W47. See Reverse (or Instrurfians . 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X Recommended approval with conditions. Recommended approval as submitted. Denied your request as submitted. Deferred to the Meeting. Other: This item will be forwarded to the Little Rock Board of Directors for final action. You or your representative will need to be present at the Board of Directors meeting to address any questions which may arise. The meeting date has tentatively been set for June 6, 2017. The meeting begins at 6:00 pm and is held in the Board of Directors Chambers, 500 West Markham Street, 2"d floor. Please contact me after April 3rd to verify the date of hearing before the Board of Directors. If you have any questions please do not hesitate to contact me at 371-6821. Respectfully, Donna James, AICP Subdivision Administrator ap,D GC3P � Sketch City of Little Rock Planning &Development Case No: Z-8737-C Name: Davis Storage Development Location:8222 Stagecoach Road Issue: Long -form PCD N A I ORDINANCE NO.21,418 2 3 AN ORDINANCE TO APPROVE A PLANNED ZONING DEVELOPMENT 4 AND ESTABLISH A PLANNED COMMERCIAL DISTRICT TITLED 5 DAVIS STORAGE DEVELOPMENT LONG -FORM PD-C, LOCATED AT 6 8222 STAGECOACH ROAD (Z-8737-C), LITTLE ROCK, ARKANSAS, 7 AMENDING THE OFFICIAL ZONING MAP OF THE CITY OF LITTLE 8 ROCK, ARKANSAS; AND FOR OTHER PURPOSES. 9 10 BE IT ORDAINED BY THE BOARD OF DIRECTORS OF THE CITY OF LITTLE ROCK, I ARKANSAS. 12 Section 1. That the zoning classification of the following described property be changed from R-2, 13 Single -Family District, and C-3, General Commercial District, to PD-C, Planned Development - 14 Commercial: 15 Z-8737-C: Part of Tracts 7 and 8 Crystal Valley Glens, a subdivision to the SW '/4 16 NW % and part of the NW '/4 SW '/ of Section 33, T-1-N, R-13-W, Pulaski County, 17 Arkansas, more particularly described as follows: Beginning at a point on the west 18 line of the E'/z of said Tract 7, a distance of 205.0 feet, N06108' W from the southwest 19 corner of said E %Z of said Tract 7; thence N06°07'00"W along the centerline of said 20 Tract 7, 805.45 feet to the northwest corner of said E '/2 of 7 and 8, 251.74 feet to the 21 northeast corner of said Tract 8; thence S08°26'05"E along the east line of said Tract 22 8, 710.41 feet; thence S81122'04"W, 155.43 feet; thence S06101121"E, 46.10 feet; 23 thence S77°57'00"W, 4.00 feet; thence S15°38'24"E, 133.55 feet to a point on the 24 north right-of-way line of Arkansas State Highway No. 5; thence S68102111"W along 25 said north right-of-way line, 20.08 feet; thence N15138'24"W, 137.02 feet; thence 26 S77057'00"W, 100.0 feet to the point of beginning, containing 4.6352 acres more or 27 less. AND Part of Tract 8, Crystal Valley Glens, a subdivision of the SW % NW '/4 28 and part of the NW'/4 SW'/4 of Section 33, T-1-N, R-13-W, Pulaski County, Arkansas 29 more particularly described as follows: Commencing at the northeast corner of said 30 Tract 8; thence S08126'05"E along the east line of said Tract 8, 710.41 feet to the point 31 of beginning; thence S08026'05"E continuing along said east line, 120.25 feet to a 32 point on the north right-of-way line of Arkansas State Highway No. 5; thence westerly 33 along said north right-of-way line the following: (1) N22126128"W, 20.33 feet; (2) 1Page 1 of21 2 3 4 5 6 7 8 W, 10 12 13 14 15 16 17 18 19 PTO, 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 S67033'32"W, 24.60 feet; (3) S22126'28"E, 35.0 feet and (4) S68002' 11"W,127.83 feet; thence N1503812451W, 133.55 feet; thence N81122'04"E, 155.43 feet to the point of beginning, containing 0.5556 acres, more or less. Section 2. That the preliminary site development plan/plat be approved as recommended by the Little Rock Planning Commission. Section 3. That the change in zoning classification contemplated for Davis Storage Development Long -Form PD-C, located at 8222 Stagecoach Road (Z-8737-C), is conditioned upon obtaining final plan approval within the time specified by Chapter 36, Article V11, Section 36-454 (e) of the Code of Ordinances. Section 4. That this ordinance shall not take effect and be in full force until the final plan approval. Section 5. That the map referred to in Chapter 36 of the Code of Ordinances of the City of Little Rock, Arkansas, and designated district map be and is hereby amended to the extent and in the respects necessary to affect and designate the change provided for in Section I hereof, Section 6. Severability. In the event any title, section, paragraph, item, sentence, clause, phrase, or word of this ordinance is declared or adjudged to be invalid or unconstitutional, such declaration or adjudication shall not affect the remaining portions of the ordinance which shall remain in full force and effect as if the portion so declared or adjudged invalid or unconstitutional was not originally a part of the ordinance. Section 7. Repealer. All laws, ordinances, resolutions, or parts of the same that are inconsistent with the provisions of this ordinance are hereby repealed to the extent of such inconsistency. PASSED: June 6, 2017 W, City Clerk AS TO LEGAL FORM: Thomas M. Carpenter, City 11 11 11 H rA APPROVED: zz Mark Stodola, Mayor 1Page 2 of 21 EtCity 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 June 9, 2017 Terry Burruss Architects 11912 Kanis Road, F-8 Little Rock, AR 72211 Planning Zoning and Subdivision Re: Z-8737-C - Davis Storage Development Long -form PD-C, located at 8222 Stagecoach Road Dear Sirs - Enclosed please find a copy of an Ordinance adopted by the Board of Directors at their June 6, 2017, Public Hearing approving the above referenced development. If you have any questions concerning this ordinance, please feel free to call me at 371-6821. Sincerely, Donna James, AICP Subdivision Administrator OFFICE OF THE CITY MANAGER LITTLE ROCK, ARKANSAS BOARD OF DIRECTORS COMMUNICATION DUNE 6, 2017 AGENDA Subject Action Required Approved By An Ordinance establishing 40rdinance a Planned Zoning Resolution District titled Davis Storage Approval Development Long -form Information Report PD-C, located at 8222 Stagecoach Road. (Z-8737-C) Submitted by: Department of Planning and Development Bruce T. Moore City Manager SYNOPSIS The applicant is proposing a rezoning of the site from R-2, Single-family and C-3, General Commercial District to PD-C, Planned Development Commercial, to allow the development of the site with mini -warehouse and a strip center utilizing C-3, General Commercial District uses. FISCAL IMPACT None. RECOMMENDATION Staff recommends approval of the requested PD-C zoning. The Planning Commission voted to recommend approval of the PD-C zoning by a vote of 11 ayes, 0 noes and 0 absent. BACKGROUND The applicant is proposing a rezoning of the site from R-2, Single-family and C-3, General Commercial District to PD-C, Planned Development Commercial, to allow the development of the site with mini -warehouse and a strip center utilizing C-3, General Commercial District uses. The plan indicates the placement of twelve (12) buildings of climate and non -climate controlled storage buildings. The plan indicates the placement of a retail building along BACKGROUND CONTINUED Stagecoach Road. A separate structure is proposed as the leasing office containing an on -site manager residence. The applicant has indicated C-3, General Commercial District uses as the allowable uses within the retail building. The development is proposed in multiple phase. The Planning Commission reviewed the proposed PD-C request at its April 27, 2017, meeting and there were no registered objectors present. All property owners located within 200-feet of the site along with the Crystal Valley Neighborhood Association and Southwest Little Rock United for Progress were notified of the public hearing. Please see the attached Planning Commission minute record and site plan for the applicant's specific development proposal and the staff analysis and recommendation. 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 ORDINANCE NO. AN ORDINANCE APPROVING A PLANNED ZONING DEVELOPMENT AND ESTABLISHING A PLANNED COMMERCIAL DISTRICT TITLED DAVIS STORAGE DEVELOPMENT LONG -FORM PD-C, LOCATED AT 8222 STAGECOACH ROAD (Z-8737-C), LITTLE ROCK, ARKANSAS, AMENDING THE OFFICIAL ZONING MAP OF THE CITY OF LITTLE ROCK; AND FOR OTHER PURPOSES. BE IT ORDAINED BY THE BOARD OF DIRECTORS OF THE CITY OF LITTLE ROCK, ARKANSAS. SECTION 1. That the zoning classification of the following described property be changed from R-2, Single-family District and C-3, General Commercial District to PD-C, Planned Development Commercial District: Z-8� 737-C) - Part of Tracts 7 and 8 Crystal Valley Glens, a subdivision to the SW 1/4 NW 1/4 and part of the NW % SW 1/4 of Section 33, T-1-N, R-13-W, Pulaski County, Arkansas, more particularly described as follows: Beginning at a point on the west line of the E 1/2 of said Tract 7, a distance of 205.0 feet, N06°08'W from the southwest corner of said E 1/Z of said Tract 7; thence N06°07'00"W along the centerline of said Tract 7, 805.45 feet to the northwest corner of said E 1/2 of 7 and 8, 251.74 feet to the northeast corner of said Tract 8; thence S08126'05"E along the east line of said Tract 8, 710.41 feet; thence S81122'04"W, 155.43 feet; thence S06'01'21"E, 46.10 feet; thence S77157'00"W; 4.00 feet; thence S15°38'24"E, 133.55 feet to a point on the north right of way line of Arkansas State HWY #5; thence S68102911"W along said north right of way line, 20.08 feet; thence N15°38'24"W, 137.02 feet; thence S77157100"W, 100.0 feet to the point of beginning, containing Page 1 of 3 1 4.6352 acres more or less. AND Part of Tract 8, Crystal Valley Glens, 2 a subdivision of the SW 1/4 NW 1/4 and part of the NW 1/4 SW 1/4 of Section 3 33, T-1-N, R 13-W, Pulaski County, Arkansas more particularly 4 described as follows: Commencing at the northeast corner of said Tract 5 8; thence S08126'0511E along the east line of said Tract 8, 710.41 feet to 6 the point of beginning; thence S08026'05"E continuing along said east 7 line, 120.25 feet to a point on the north right of way line of Arkansas 8 State HWY #5; thence westerly along said north right of way line the 9 following: (1) N22026'28"W, 20.33 feet; (2) S67033'32"W, 24.60 feet; 10 (3) S22026'28"E, 35.0 feet and (4) S68002'11"W, 127.83 feet; thence 11 N15038'24"W,133.55 feet; thence N81022'04"E,155.43 feet to the point 12 of beginning, containing 0.5556 acres more or less. 13 14 SECTION 2. That the preliminary site development plan/plat be approved as 15 recommended by the Little Rock Planning Commission. 16 17 SECTION 3. That the change in zoning classification contemplated for Davis 18 Storage Development Long -form PD-C, located at 8222 Stagecoach Road (Z-8737-C) is 19 conditioned upon obtaining final plan approval within the time specified by Chapter 36, Article 20 VII, Section 36-454 (e) of the Code of Ordinances. 21 22 SECTION 4. That this Ordinance shall not take effect and be in full force until the 23 final plan approval. 24 25 SECTION 5. That the map referred to in Chapter 36 of the Code of Ordinances of 26 the City of Little Rock, Arkansas, and designated district map be and is hereby amended to the 27 extent and in the respects necessary to affect and designate the change provided for in Section 28 1 hereof. 29 30 SECTION 6. Severability. In the event any title, section, paragraph, item, 31 sentence, clause, phrase, or word of this ordinance is declared or adjudged to be invalid or Page 2 of 3 I unconstitutional, such declaration or adjudication shall not affect the remaining portions of the 2 ordinance which shall remain in full force and effect as if the portion so declared or adjudged 3 invalid or unconstitutional was not originally a part of the ordinance. 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 SECTION 7. Repealer. All laws, ordinances, resolutions, or parts of the same that are inconsistent with the provisions of this ordinance are hereby repealed to the extent of such inconsistency. PASSED: ATTEST: City Clerk APPROVED AS TO FORM: 21 City Attorney 22 // 23 24 25 APPROVED: Mayor Page 3 of 3 o 00 �� c7 a J� m i o z y R2 cy � �Ity �1CT11tS �C•,� Q .0 sILVERCEAF_C7�� Q � g M QEj]+3 ,00�Q� a GOLDLEnnA,,F_DR D Cam] ��LJ�]��n��]0 PD-O L ll QL_Lj o �� ca CUP 5�P{ PCD 12 � a a° C4 PCD � V 03 a Os THIS SITE J Q � R2 D s:=:nC4 Cu W NOR I Os Area Zoning City of Little Rock Planning & Development � � ll��r ice• �� : . ark M Case: Z-8737-C Location: 8222 Stagecoach Road Ward: 7 N PD: 17 CT:42.21 0 200 400 TRS: T1 N R13W 33 Feet ❑ -0 65 :A f 0 RL itg- Li its SILVERLEAF-- so GOLDLEAEDR 0 j El ED J P1 co THIS SITE 051 t( PW LLJ (0 Lu Lu Moc Z PKJOS STD Land Use Plan City of Little Rock Planning & Development Case: Z-8737-C Location: 8222 Stagecoach Road Ward: 7 N PD-. 17 k CT 42.21 0 200 400 TRS: T1 N R1 3W 33 Feet =' w m ry FENCE AROUND `l STORAGE AREA .r,cattewaer*wmrr f . A jIIIR �'Xirs� ®TIV }1Qa1[C1 1 }IIIQ i 01 S RfpjVIpF.LaPE . 7R 7e 27CLIMATE � � i■ CLIMATE 1 � f• s 1i Ll Ll GIVE i _ 1_.1_3TIORAGE_1_� FIENCEARGUND STIORAGGEAREA • f 9001, ACCESS � GDA i SZP Sketch City of Little Rock Planning &Development Case No: Z-8737-C Name: Davis Storage Development Location:8222 Stagecoach Road Issue: Long -form PCD N A lfpzd.doc 3 09/22/05 APPLICATION FOR PLANNED ZONING DEVELOPMENT - LONG FORM J CASE FILE NO. Z-y `3I -C--" PLAITING COMMISSION MEETING DOCKETED FOR !r 7 at -.6 P.M. Application is hereby made to the Board of Directors of Little Rock, Arkansas through the Planning Commission pursuant to Arkansas law on City planning, Act 186 of 1957, Acts of Arkansas, and Section 36 of the Little Rock Code of Ordinances as amended, petitioning for classification of the following described area as a Long Form PIanne ev upr�tent.�� Legal Description: � 2. Title to this property is vested in: If an individual other than the title holder files this application, attachment of a letter is required authorizing this person to act on behalf of the title holder. It is desired that the boundaries shown on the District Map be amended and that this area be amended and that this area be reclassified from the present District to Present Use of Property: Desired Use of Property: District. It is understood that notice of the public hearing hereon before the Little Rock Planning Commission will be published at least fifteen (15) days prior to said hearing in a daily newspaper as required by Act 186 of the 1957 Acts of Arkansas and Section 23 of said Ordinance, and that notice of preliminary hearing before the Commission must be circulated by the applicant to all other parties in interest, including owners of land within 200 feet of the boundary of the area under consideration as required by the rules of the Commission, and that the cost of these notices shall be borne by the applic t. (OWNER)MAMADDRESS: J�9��2 • f ��'� �� or (AGENT) �'��' �f ROME PHONE: �f 7 BUSINESS PHONE: 74 - � fy � �? 2 --9 FILING FEE: P.C_ APPROVED - Collectors P.C. DENIED: $)VO10, 4Z paid stamp BD. OF DIR. APPROVED: L �� -Lu here ORDINANCE O. • I ► I Signature of Seco Commission or Authorized Agent 11912 KANIS ROAD, SUITE F-8 LITTLE ROCK, ARKANSAS 72211 501-376-3676 FAX 376-3766 A r c h s I c c c design, planning and interiors March 20, 2017 Ms. Donna James Subdivision Administrator Department of Planning & Development City of Little Rock 723 W. Markham Little Rock, AR 72201 RE: Davis Storage Development 8222 Stagecoach Road Little Rock, Arkansas 72210 Dear Ms. James: Attached please find 18 copies of the Site Plan and 3 copies of the Survey on the above referenced project. We are requesting a Planned Zoning Development review on this site. We appreciate your consideration on this request. If there are any questions or additional information is needed, please do not hesitate to contact us at 376-3676. We can also be reached by email at tbadesignplanning@sbcglobal.net. Yours very truly, Terry G. Burruss, AIA Variances/Waivers: 1. We request to grade the future site as part of Phase I. 2. We request a reduction of the front buffer. Public Works Conditions: 1. Concur. 2. Concur. 3. Concur. 4. Concur. We will obtain permits as required. 5. Concur. We will obtain grading permits as required. 6. Concur. Noted on revised Site Plan. 7. Concur. 8. Concur. 9. Concur. 10. Concur. 11. Concur. 12. Concur. We will obtain grading permits as required. 13. Concur. Noted on revised site plan. 14. Concur. Utilities and Fire Department/County Planning: Little Rock Wastewater: Concur. Entergy: Concur. Centerpo_int Energy Concur. AT & T: Concur. Central Arkansas Water: 1. Concur. 2. Concur. 3. Concur. 4. Concur. 5. Concur. 6. Concur. 7. Concur. 8. Concur. 9 Concur. Fire Department: 1. Concur. 2. Concur. 3. Concur. 4. Concur. 5. Concur. 6. Concur. 7. Concur. 8. Concur. 9. Concur. Parks and Recreation: Concur. County Planning: Concur. Rock Region Metro: Concur Building Code: Concur. Planning Division: Concur. Master Street Plan: Concur. Bicycle Plan: Concur. Landscape: 1. Concur. 2. Concur. 3. Concur. 4. Concur. 5. Concur. 6. Concur. 7. Concur. Attached please find 4 copies of the revised drawing. If there are any questions or additional information is needed, please do not hesitate to contact us at 501-376-3676. We can also be reached by email at tbadesignplanning@sbcglobal.net. We appreciate this opportunity to be of service. Yours very truly, �a 4 Terry G. Burruss, AIA Ifpzd.doc 2 09/22/05 INFORMATION SHEET FOR SUBDIVISION PZD's, ZONING OR SUBDIVISION SITE PLAN REVIEWS ITEM FILE NO. + Cr NAME: LOCAT DEVELOPER: STREET ADDR CITY/STATE/Z] TELEPHONE NO. Q + DATE Z TELEPHONE NO. 511 AREA _[ + ��' NUMBER OF LOTS FT. NEW STREET ZONING o T� i7 9'7• PLANNING DISTRICT VARIANCES REQUESTED 1.) 2.) 3.) 4.) PROPOSED USE `� ap, 1 CENSUS TRACT James, Donna From: Floriani, Vince Sent: Friday, April 14, 2017 3:01 PM To: James, Donna Subject: PW comments - Revised Plan PC Agenda 4-27-17 Davis Mini Storage Z-8737-C] 1. The proposed slopes should not exceed 3:1. 2. The driveway locations are subject to approval from AHTD. The existing driveway curb cut on the west end of the subject property which appears to not be used for access to this development should be removed with the development. The existing West End Garage driveway should be platted with a shared access easement. Fitts Auto Z6054-C 1. The existing driveway curb cuts not proposed to be used should be removed. 2. The proposed east driveway should be platted with a shared access easement and be shared with the property to the east. 3. The driveway locations are subject to approval from AHTD. Vince Floriani, P.E. Little Rock Public Works -Civil Engineering 701 W. Markham St. Little Rock, Arkansas 72201 501-371-4817 lfpzd.dcc 4 09/22/05 NOTICE OF PUBLIC HEARING BEFORE THE LITTLE ROCK PLANNING COMMISSION ON AN APPLICATION TO ESTABLISH A LONG -FORM PLANNED ZONING DEVELOPMENT To ALL owners of land lying within 200 feet of the boundary of the property located at: MTI,i C3 a M aP 5T ;CA/yt14 � t, V WN (GENERAL LOCATION OF PROPERTY ON WHICH THE PROPOSED PZD IS TO BE E TABLISHED) bilout $T (ADDRESS OF PROPOSED PZD LOCATION, IF AV Owned by: (ADDRESS OF OWNER) Q4%VGA- (Wr&l., Number of proposed lots: � : Proposed use of property: �AJN1- WAMN3S NOTICE IS HEREBY GIVEN THAT an application for a Planned Zompy, Development ( one e above property, requesting a change of zoning classification from Z District to District, has been filed with the Department of Planning and Developm t. A public hearing to consider the requested change in zoning classification and to review the pro os sue development pla w'If be held by the Little Rack Planning Commission on at P.M. in the Board of Directors Chamber, second floor, Little Rock City Hall, located at 500 W. Markham Street. ALL PARTIES IN INTEREST MAY APPEAR and be heard at the above cited time and place, or any party in interest may notify the Planning Commission of their views on this matter by letter. All persons interested in this request are invited to call or visit the Department of Planning and Development, located at 723 W. Markham St., phone, 371-4790, to review and discuss the application information with the Planning staff. Correspondence to the Planning Commission may be addressed to the Commission as a whole or to individual Commission members in care of the Little Rock Department of Planning and Development, 723 W_ Markham St., Little Rock, AR 72201. AFFIDAVIT 1 hereby certify that 1 have notified all the property owners of record within 200 feet of the above property that subject property is being considered for rezoning and that a Public Hearing is to be held by the Little Roca: Planning Commission at the time and place described above. Applicant (Owner or Authorized Agent) -At (Name)n (Date) 9-0 OWNER MELZO-M SEARCH Date: April 11, 2017 File Number: 17-015072-050 Prepared For: Terry Burruss, Architect Lenders Title Company has searched the records of the Real Estate Records of Pulaski County, Arkansas to determine the apparent ownership of property within 200 feet of the perimeter of the following described property as of March 30, 2017 at 8:00 a.m. Tract 1: The W1/2 of Plot (Tract) 7, Except the North 15' thereof used as a roadway, in Crystal Valley Glens, a Subdivision of the SW1/4 of the NW1/4 and part of the NW1/4 of the SW1/4 of Section 33, Township 1 North, Range 13 West, in Pulaski County, Arkansas, Tract 2: A parcel located in and being a part of Tract 8 and the E1/2 of Tract 7 of CRYSTAL VALLEY GLENS, a Subdivision of the SW1/4 NWI/4 and part of the NWl/4 SW1/4 of Section 33, Township 1 North, Range 13 West, said parcel being more particularly described as starting at the Southwest corner of said E1/2 Tract 7 and on the North right of way line of the Old Little Rock - Hot Springs Highway, run thence North 6 degrees 8 minutes West along the center line of Tract 7, a distance of 205 feet to a point, run thence East 104 feet to a point, run thence in a Southeasterly direction to a point on the South line of said Tract 8 (which is also the North right of way line of the Old Little Rock -Hot Springs Highway) which is 38 feet measured along said South line from the Southwest corner of said Tract 8, and 153 feet measured along said line from the Southeast corner of said Tract 8, run thence in a Southwesterly direction on the South lines of said Tracts 7 and 8 to the point of beginning, subject to an easement retained, 5 feet in width for water line as now located, and its maintenance and repairs, extending across these premises to the properties to the North, all in Pulaski County, Arkansas. Tract 3: A part of Tract No. 8 of CRYSTAL VALLEY GLENS, a Subdivision of the SW1/4 NWl/4 and part of the NW 1/4 SWl/4, Section 33, Township 1 North, Range 13 West, and more particularly described as starting at the Southeasterly corner of said Tract No. 8; run thence North 7 degrees 49 minutes West along the East line of said Tract No. 8 a distance of 100 feet; run thence South 77 degrees 45 minutes West a distance of 143.8 feet; run thence South 14 degrees 40 minutes East a distance of 120 feet to the South line of said Tract No. 8 at a point of 132.7 feet distant from the Southeasterly corner of said Tract No. 8 measured along the South line thereof; run thence in a Northeasterly direction a distance of 132.7 feet along the South line of said Tract No. 8 which is also the North right-of-way lime of State Highway No. 5-South (formerly Little Rock -Hot Springs Highway) and also known as Stagecoach Road, to the point of beginning in Pulaski County, Arkansas. Tract 4: A part of Tract #8 of Crystal Valley Glens, a subdivision of part of Section 33, Township 1 North, Range 13 West, Pulaski County, Arkansas, and more particularly described as starting at the Southeasterly corner of said Tract #8 and running North 7 degrees 49 minutes West along the East LTC - Ownership Zone Search.rif 1 of 4 I ine of said Tract #8 a distance of 100 feet for a point of beginning, run thence South 77 degrees 45 minutes West a distance of 143.8 feet, run thence North 14 degrees 40 minutes West a distance of 58.9 feet, run thence North 77 degrees 57 minutes East a distance of 4 feet, run thence Northerly a distance of 46.1 feet along the line between lands conveyed by George Emerson Coen and wife to Jack C. Thompson and wife and to James R. Bias and wife and which deeds of conveyance are now of record in Pulaski County Deed Record Book #651 at page #93 and in Pulaski County Deed Record Book 4649 at page 45, run thence North 82 degrees 11 minutes East a distance of 145.10 feet to the East Iine of said Tract #8 at a point 193.8 feet distance (measured along said East line of Tract #8 from the Southeasterly corner of said Tract #8, run thence South 7 degrees 49 minutes East along the East line of said Tract #8 to the point of beginning. Together with an easement for ingress and egress in said Tract #8 described as beginning at a point on the South line of said Tract #8 a distance of 153.4 feet Southwesterly from the Southeast corner of said Tract #8 measured along the South line thereof, run thence in a Northwesterly direction to a point 205 feet North 6 degrees 8 minutes West and 100 feet North 77 degrees 57 minutes East of the Southwest corner of the East Half of Tract #7 in said Crystal Valley Glens, run thence North 77 degrees 57 minutes East a distance of 20 feet, run thence in a Southeasterly direction to a point on the South line of said Tract #8, which point is 132.7 feet Southwesterly from the Southeast corner of said Tract #8 measured along the South line thereof, run thence Southwesterly along the South line of said Tract #8 to the point of beginning, in Pulaski County, Arkansas. Together with an easement for ingress and egress over and along a strip of ground 15 feet in width lying in and being a part of Tract #8 of Crystal Valley Glens, a subdivision of the Southwest Quarter of the Northwest Quarter and part of the Northwest Quarter of the Southwest Quarter of Section 33, Township I North, Range 13 West, Pulaski County, Arkansas, being more particularly described as starting at a point 205 feet North 6 degrees 9 minutes West of and 124 feet North 77 degrees 57 minutes East of the Southwest corner of the East One -Half of Tract #7 of said Crystal Valley Glens, run thence North 6 degrees 7 minutes West a distance of 225 feet, run thence West 6 degrees 7 minutes South a distance of 15 feet, run thence South 6 degrees 7 minutes East to an intersection with a line extended South 77 degrees 57 minutes West from the point of beginning, run thence North 77 degrees 57 minutes East to the point of beginning. ALL LESS AND EXCEPT THE FOLLOWING PARCELS CONVEYED TO THE ARKANSAS STATE HIGHWAY COMMISSION IN WARRANTY DEED DATED OCTOBER 23, 1997, EXECUTED BY OLEY ELDON ROOKER AND MEREDITH LYNN WARD ROOKER, TRUSTEES OF THE OLEY ELDON ROOKER AND MEREDITH LYNN WARD ROOKER FAMILY TRUST, DATED MAY 25, 1995, FILED FOR RECORD NOVEMBER 13, 1997 AS INSTRUMENT NUMBER 97 075564, RECORDS OF PULASKI COUNTY, ARKANSAS, said exception being described as: Tract No. 35 Part of Tract 8, Crystal Valley Glens Subdivision to the City of Little Rock, Township 1 North, Range 13 West, Pulaski County, Arkansas, more particularly described as follows: Starting at the Northeast Corner of Lot 8, Turley's Replat of Tracts 5 and 6 of Crystal Valley Glens Subdivision to the City of Little Rock; thence South 03147' I 8" East along the East line thereof a distance of 288.44 feet to a point on the existing Northerly right of way line of State Highway 5; thence North 700 18' 34" East along said existing right of way line a distance of 247.30 feet to a point for the point of beginning; thence North 13' 16' 11" West a distance of 43.33 feet to a point on the proposed Northerly right of way line of said State Highway 5; thence North 70' 47' 13" East along said proposed right of way line a distance of 128.21 feet to a point; thence North 190 41" 26" West along said proposed right of way line a distance of 35.00 feet to a point; thence North 70° 18' 34" East along said proposed right of way line a distance of 17.71 feet to a point on the East line of Tract 8, Crystal Valley Glens Subdivision to the City of Little Rock; thence South 060 29, 11" East along said East line a distance of 79.08 feet to a point on the existing Northerly right of way Iine of said Highway 5; thence South 70° 18' 34" West along said existing right of way line a distance of 132.70 feet to the point of beginning and containing 0.14 acres more or less or 6.224 square feet more or less. Tract No. 46 Part of Tracts 7 and 8, CrystaI Valley Glens Subdivision to the City of Little Rock, Township 1 North, Range 13 West, Pulaski County, Arkansas, more particularly described as follows: Starting at the Northeast Corner of Lot 8, Turley's Replat of Tracts 5 and 6 of Crystal Valley Glens Subdivision all to the City of Little Rock; thence South 03' 47' 18" East along the East line thereof a distance of 241.60 feet to a point on the proposed Northerly right of way line of State Highway 5 for the point of beginning; thence North 70" 47' 13" East along said proposed right of way line a distance of 219.72 feet to a point; thence South 12' 53' 22" East a distance of 43.52 feet to a point on the existing Northerly right of way line of said State Highway 5; thence South 70" I 8' 34" West along said existing right of way line a distance of 227.40 feet to a point on the East line of said Lot 8, Turley's Replat of Tracts 5 and 6 of Crystal Valley Glens Subdivision, which is also the West line of said Tract 7, Crystal Valley Glens Subdivision, all to the City of Little Rock; theence North 03' 47' 18" West along said East line a distance of 46.84 feet to the point of beginning and containing 0.23 acres more or less or 9.874 square feet more or less. Following is a list of apparent owners of property within 200 feet of the perimeter of the above described property as reflected by the records of the Real Estate Records of Pulaski County, Arkansas: Clyde G. Smith, 8303 Stagecoach Road, Little Rock, AR, 72210. JCAR Holdings, LLC, 2 Benny Way Court, Little Rock, AR, 72223. 3. Smith Family Trust, 8303 Stagecoach Road, Little Rock, AR, 72210. 4. ABC Salvage & Scrap Metal, Inc., 17815 Crystal Valley Road, Little Rock, AR, 72210. 5. C.B.I Tire Distributors, Inc., 8122 Stagecoach Road, Little Rock, AR, 72210. 6. Danny L. And Janice P. Harris, 17815 Crystal Valley Road, Little Rock, AR, 72201. 7, Yancy Wade Tollett, 12914 Crystal Valley Road, Little Rock, AR, 72210. 8. Stagecoach Land Company, LLC, 1409 Louisana Street, Spt 9, Little Rock, AR, 72202. 9. Daniel L. and Janice P. Harris, 17815 Crystal Valley Road, Little Rock, AR, 72210. 10, Oley and Meredith Rooker Trust, 44 Plantation Acres Drive, Little Rock, AR, 72210. 11. Lando and Rosalie Patton Revocable Family Trust, 8608 Ranch Blvd., Little Rock, AR, 72223. 12. Betty Brown, 11810 Pleasant Ridge Road, Suite 110, Little Rock, AR, 72223. 13. Stephen A. and Patricia C. Strobel, 12900 Crystal Valley Road, Little Rock, AR, 72210. 14. Daniel and Louise Lieblong, 12822 Crystal Valley Road, Little Rock, AR, 72210. 15. Carroll Wayne Hamilton, 1211 Bowen Drive, Benton, AR, 72019. This Ownership/Zone Search is intended for the exclusive use of the addressee for informational purposes only. Lenders Title Company is not expressing or attempting to express an opinion as to the validity of the title to the above described property or property noted as being within 200 feet thereof (collectively referred to as "the property"), the accuracy of the addresses, nor as to the validity of any interests or encumbrances, both recorded and unrecorded, that pertain to the property, While Lenders Title Company believes that the information stated above is accurate, no assurances are made nor is any liability assumed by Lenders Title Company for any incorrect information stated herein or omitted herefrom. For assurances as to the title to the property, addressee should obtain a title insurance commitment/policy. Sincerely, Lenders Title Company Arkansas License No. IA-82 By: Title Kgcnt License Number; 1 1 0 2 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 23, 2017 Crystal Valley Property Owners Association Larry Welch 16001 Crystal Valley Rd. Little Rock, AR 72210 REQUEST: Davis Storage Development Long -form PCD (Z-8737-C), a request to rezone the site from C-3, General Commercial District and R-2, Single-family District to PCD, Planned Commercial District, to allow the development of 4.6-acres with mini - warehouse in two (2phases. GENERAL LOCATION OR ADDRESS: 8222 Stagecoach Road OWNED BY/APPLICANT: Davis Properties - Ter Burruss Architects. Tegy Burruss (501.376.3676) Agent NOTICE IS HEREBY GIVEN THAT an application for a Planned Zoning Development of 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 June 8, 2017 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. Tony Bozynski 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 23, 2017 South West Little Rock United for Progress Troy Laha 6602 Baseline Rd, Ste E Little Rock, AR 72209 REQUEST: Davis Storage Develo ment Long -form PCD Z-8737-C a request to rezone the site from C-3 General Commercial District and R-2 Single-family District to PCD Planned Commercial District, to allow the development of 4.6-acres with mini - warehouse in two (2) ohases. GENERAL LOCATION OR ADDRESS: 8222 Stagecoach Road OWNED BY/APPLICANT: Davis Properties - Terr Burruss Architects TeLry Burruss (501.376.3676) Agent NOTICE IS HEREBY GIVEN THAT an application for a Planned Zoning Development of 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 June 8, 2017 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. Tony Bozynski Director of Planning and Development NAME PLANNING COMMISSION REVIEW CENTRAL ARKANSAS WATER 05 April 2017 TYPEISSUE COMMENTS CHENALMARKET REVISED Z-6318-E NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of request for water service must be met. NAME TYPE ISSUE COMMENTS DAVIS STORAGE Z-89737-C All Central Arkansas Water requirements in DEVELOPMENT LONG -FORM effect at the time of request for water service PCD must be met. A water main extension will be needed to provide water service to this property. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. 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 2 NAME TYPE ISSUE COMMENTS additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. NAME FIRE AUTO EXPANSION REVISED LONG -FORM PCD TYPE ISSUE COMMENTS Z-6054-C 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 rd NAME TYPE ISSUE COMMENTS QUICK'S ;ALE PLACE PRELIMINARY PLAT 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. S-1787 All Central Arkansas Water requirements in 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. NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of request for water service must be met. 5 NAME TYPEISSUE LAWSON WEST .SHORT -FORM Z-9207 PD-C COMMENTS All Central Arkansas Water requirements in effect at the time of request for water service must be met. A water main extension will be needed to provide water service to this property. 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 NAME TYPE ISSUE COMMENTS within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. GRAHAM PROPERTY Z-9208 If there are facilities that need to be adjusted MANAGEMENT SHORT -FORM and/or relocated, contact Central Arkansas PD-R Water. That work would be done at the expense of the developer. NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of request for water service must be met. LAWSON SHORT -FORM PD-R Z-9210 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. Contact Central Arkansas Water regarding the size and location of the water meter. HAWKINS SHORT -FORM PCD Z-2306 NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of request for water service must be met. 7 NAME TYPEISSUE ARKANSAS INDOOR SOCCER Z-9209 SHORT -FORM PID COMMENTS All Central Arkansas Water requirements in effect at the time of request for water service must be met. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. 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 NAME TYPEISSUE COMMENTS pressure zone backflow preventer shall be required. NAME TYPEISSUE PRESBYTERIAN VILLAGE Z-7091-A REVISED SHORT -FORM PD-R COMMENTS All Central Arkansas Water requirements in effect at the time of request for water service must be met. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. Contact Central Arkansas Water regarding the size and location of the water meter. The facilities on -site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. 10 NAME TYPE ISSUE COMMENTS Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. 11 NAME 660$ BASELINE ROAD SHORT - FORM PD-O TYPEISSUE Z-9023 COMMENTS All Central Arkansas Water requirements in effect at the time of request for water service must be met. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. 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 12 NAME TYPEISSUE WELLINGTON CREEK S-1788 SUBDIVISION PRELIMINARY PLAT COMMENTS pressure zone backflow preventer shall be required. All Central Arkansas Water requirements in effect at the time of request for water service must be met. A water main extension will be needed to provide water service to this property. Please submit plans for water facilities to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities. Approval of plans by Central Arkansas Water, the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. Additional fire hydrant(s) will be required. Contact the Little Rock Fire Department to obtain information regarding the required placement of the hydrant(s) and contact Central Arkansas Water regarding procedures for installation of the hydrant(s). A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. 13 NAME TYPEISSUE KUM AND GO CONVENIENCE S-1788-A STORE SUBDIVISION SITE PLAN REVIEW COMMENTS All Central Arkansas Water requirements in effect at the time of request for water service must be met. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. Contact Central Arkansas Water regarding the size and location of the water meter. 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 14 NAME TYPE ISSUE COMMENTS pressure zone backflow preventer shall be required. 15 NAME TYPEISSUE COMMENTS THE CRESTAT CHENAL LONG- Z-9211 FORM PD-R 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 16 NAME TYPEISSUE COMMENTS MARKHAM HARRISON Z-6860-E PROPERTIES SHORT -FORM PD- O LOT Z-2A-R LITTLE ROCK S-1026-B INDUSTRIAL DISTRICT REPLAT J & R PROPERTIES REVISES Z-7895-D SHORT -FORM PCD discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of request for water service must be met. The existing 10' Central Arkansas Water easement needs to be added to the plat. NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of request for water service must be met. 17 NAME TYPEISSUE STEVE LANDERS KIA S-1240-0 DEALERSHIP SUBDIVISION SITE PLAN REVIEW COMMENTS All Central Arkansas Water requirements in effect at the time of request for water service must be met. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. Contact Central Arkansas Water regarding the size and location of the water meter. 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 18 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. 19 NAME TYPE ISSUE COMMENTS JAMES MITCHELL SCHOOL Z-5442-F All Central Arkansas Water requirements in REVISED SHORT -FORM PCD effect at the time of request for water service must be met. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. Contact Central Arkansas Water regarding the size and location of the water meter. The facilities on -site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced 20 NAME LITTLE ROCK RACKET CLUB LONG -FORM PD-O TYPE ISSUE COMMENTS pressure zone backflow preventer shall be required. Z-1840-D All Central Arkansas Water requirements in effect at the time of request for water service must be met. If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. 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. 21 NAME TYPE ISSUE COMMENTS B & G PROPERTIES SHORT- Z-1620-A Central Arkanasas Water retains the utility FORM PID easement in what was W 35TH ST. The 8" water main and the easement needs to be shown on the plat. 22 NAME TYPE ISSUE COMMENTS THE UNITED METHODIST CHILDREN'S HOME CAMPUS LONG -FORM POD Z-5574-D All Central Arkansas Water requirements in effect at the time of request for water service must be met. A water main extension will be needed to provide water service to this property. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. Contact Central Arkansas Water regarding the size and location of the water meter. This development will have minor impact on the existing water distribution system. Proposed water facilities will be sized to provide adequate pressure and fire protection. 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) 23 NAME TYPE ISSUE COMMENTS 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. 24 NAME TYPE ISSUE COMMENTS SMALL EMERGENCY HOSPITAL Z-9103-A SHORT -FORM POD 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 25 NAME TYPE ISSUE COMMENTS discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall he isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. 26 NAME TYPE ISSUE COMMENTS DASH HEATING AND COOLING Z-6060-A All Central Arkansas Water requirements in REVISED SHORT -FORM PD-O effect at the time of request for water service must be met. Please submit plans for water facilities 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 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 27 NAME TYPE ISSUE COMMENTS pressure zone backflow preventer shall be required. 28 MEMORANDUM TO: DONNA JAMES, SUBDIVISION ADMINISTRATOR FROM: TRACY SPILLMAN, PLANS DEVELOPMENT ADMINISTRATOR SUBJECT: REVIEW OF THE BUFFER AND LANDSCAPE REQUIREMENTS OF THE APRIL 05, 2017, SUBDIVISION COMMITTEE MEETING CC: DANA CARNEY, ZONING & SUBDIVISION MANAGER DATE: MARCH 31, 2017 1. 2400 Vilest 651' Street (S-1026-B) No Comment 2. Colonel Glenn Plaza -Loop (S-1240-A) Site plan must comply with the City's minimal landscape and buffer ordinance requirements. A land use buffer six (6) percent of the average width / depth of the lot will be required when an adjacent property has a dissimilar use of a more restrictive nature. The properties to the west and south are zoned OS. The maximum dimension shall be fifty (50) feet. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. The plantings, existing and purposed, shall be provided within the landscape ordinance of the city, section 15-81. Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). 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. 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 shall be provided at the rate equivalent to planter strip three (3) feet wide along the vehicular use area. One (1) tree and four (4) shrubs shall be planted in the building landscape areas for each forty (40) linear feet of vehicular use area abutting the building. An automatic irrigation system to water landscaped areas shall be required for developments of one (1) acre or larger. The development of two (2) acres or more requires the landscape plan to be stamped with the seal of a Registered Landscape Architect. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 3. Stewart Road and Simpson Lane (S-1787) No Comment 4. SEC Chenal Parkwa and Wellin on Hills Road S-1788 No Comment 5. 15617 Chenal Parkwa S-1788-A Site plan must comply with the City's minimal landscape and buffer ordinance requirements, the Chenal Overlay District. Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. A land use buffer six (6) percent of the average width / depth of the lot will be required when an adjacent property has a dissimilar use of a more restrictive nature. The minimum dimension shall be nine (9) feet. The property to the east is zoned OS. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. The plantings, existing and purposed, shall be provided within the landscape ordinance of the city, section 15-81. A portion of the southeast buffer is deficient. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). The minimum size of an interior landscape area shall be one hundred fifty (150) square feet for developments with one hundred fifty (150) or fewer parking spaces. Interior islands must be a minimum of seven and one half (7 1 /2) feet in width. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. Landscape areas shall be provided between the vehicular use area used for public parking and the general vicinity of the building, excluding truck loading or service areas not open to public parking. These areas shall be equal to an equivalent planter strip three (3) feet wide along the vehicular use area. A landscape irrigation system shall be required for developments of one (1) acre or larger. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 6. 3401 — 3423 Mabelvale Pike (Z-1620-A) No Comment 7. #1 Hunting Road (Z-1840-D) 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. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. A land use buffer six (6) percent of the average width / depth of the lot will be required when an adjacent property has a dissimilar use of a more restrictive nature. The property to the east is zoned R-2. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. The plantings, existing and purposed, shall be provided within the landscape ordinance of the city, section 15-81. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). The minimum size of an interior landscape area shall be one hundred fifty (150) square feet for developments with one hundred fifty (150) or fewer parking spaces. Interior islands must be a minimum of seven and one half (7 1/2) feet in width. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. Any exiting landscape or irrigation disturbed by construction shall be repaired or replaced before completion and final acceptance of the project. Note on plan any existing trees or groups of trees that are to remain. Trees selected for preservation shall have the area within the dripline fenced with protective fencing and protected from development activities. Graphically indicate the area to be protected on the plan and provide detail of the protective fencing. 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. 600 East 2111 Street Z-2306-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. 9. 2410 S Battery Street (Z-5442-F) Any new site development must comply with the City's minimal landscape and buffer ordinance requirements. 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 with the landscape ordinance and shall continue to full compliance on a graduated scale. If building rehabilitation exceeds fifty percent (50%) of the replacement cost then the landscaping and buffer must also come into compliancy accordingly. 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. 10.2202 S. Filmore (Z_5574-D) 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). The minimum size of an interior landscape area shall be one hundred fifty (150) square feet for developments with one hundred fifty (150) or fewer parking spaces. Landscape areas shall be provided between the vehicular use area used for public parking and the general vicinity of the building, excluding truck loading or service areas not open to public parking. These areas shall be equal to an equivalent planter strip three (3) feet wide along the vehicular use area. A landscape irrigation system shall be required for developments of one (1) acre or larger. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 11. 8421 Stagecoach Road (Z-6054-C) Site plan must comply with the City's minimal landscape and buffer ordinance requirements. A land use buffer will be required when an adjacent property has a dissimilar use of a more restrictive nature. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. The plantings, existing and purposed, shall be provided within the landscape ordinance of the city, section 15-81. The property to the north and east is zoned R-2, a minimum buffer will be required at six (6) percent of the average depth / width of the lot. Street buffers will be required at six (6) percent of the average depth of the lot. The minimum dimension shall be one-half (1/2) the full width requirement but in no case less than nine (9) feet. The maximum dimension required shall be fifty (50) feet. Street buffer is deficient. Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). The minimum size of an interior landscape area shall be one hundred fifty (150) square feet for developments with one hundred fifty (150) or fewer parking spaces. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. Building landscape areas shall be provided between the vehicular use area used for public parking and the general vicinity of the building. These shall be provided at the rate equivalent to planter strip three (3) feet wide along the vehicular use area. One (1) tree and four (4) shrubs shall be planted in the building landscape areas for each forty (40) linear feet of vehicular use area abutting the building An automatic irrigation system to water landscaped areas shall be required for developments of one (1) acre or larger. The development of two (2) acres or more requires the landscape plan to be stamped with the seal of a Registered Landscape Architect. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 12. 12417 Cantrell Road Z-6060-A No Comment The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 13. 16105 Chenal Parkway (Z-6318 E) No Comment 14.5307 A Street (Z-6860-E) Site plan must comply with the City's minimal landscape and buffer ordinance requirements. Street buffers will be required at six (6) percent of the average depth of the lot. The minimum dimension shall be one-half (1/z) the full width requirement but in no case less than nine (9) feet. The property is located in the City's designated mature area. A twenty- five (25%) percent reduction of the buffer requirements is acceptable. The minimum dimension of the buffer shall be six (6) feet nine (9) inches. After the five foot ROW dedication the street buffer is deficient. 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. This strip shall be at least nine (9) feet wide. The property is located in the City's designated mature area. A twenty-five (25%) percent reduction of the buffer requirements is acceptable. The minimum dimension of the perimeter planting strip shall be six (6) feet nine (9) inches. The east and west perimeters are deficient. An irrigation system shall be required for developments of one (1) acre or larger. For developments of less than one (1) acre a there shall be a water source within seventy- five (75) feet of the plants to be irrigated. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 15. 510 Brookside Drive Z-7091-A Any new site development must comply with the City's minimal landscape and buffer ordinance requirements. A small amount of landscape will need to be provided between the new structure, parking areas, and the public right-of-way. Provide plant material at the rate of one (1) tree and four (4) shrubs for every forty (40) linear feet between the building and parking areas. Provide plant material at the rate one (1) tree and three (3) shrubs between the building and the public right-of-way. 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. 16. 716 Appianway [Z-7895-M No Comment 17. Southwest corner of 1-630 and Fair Park Z-8472-D Site plan must comply with the City's minimal landscape and buffer ordinance requirements and the Presidential Park Overlay District. Street buffers will be required at six (6) percent of the average depth of the lot. The minimum dimension shall be one-half (1/z) the full width requirement but in no case less than nine (9) feet. The maximum dimension required shall be fifty (50) feet. The property is located in the City's designated mature area. A twenty-five (25%) percent reduction of the perimeter width requirements is acceptable. A minimum twenty-eight (28) foot buffer is required adjacent to the Fair Park Boulevard right-of-way. Street buffers shall be a minimum of thirty (30) feet in width when abutting an expressway except within mature areas. A twenty-five (25%) percent reduction of the perimeter width requirements is acceptable. A minimum twenty-three (23) foot buffer is required adjacent to the I-630 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. Building landscape areas shall be provided at the rate equivalent to planter strip three (3) feet wide along the vehicular use area. One (1) tree and four (4) shrubs shall be planted in the building landscape areas for each forty (40) linear feet of vehicular use area abutting the building. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. The property is located in the City's designated mature area. A twenty-five (25%) percent reduction of the perimeter width requirements is acceptable. 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. The property is located in the City's designated mature area. A 25% reduction of the interior parking requirements is acceptable. Dumpsters, loading docks, heating and air conditioning units, external storage of materials, communications equipment and similar outside activities and appurtenances shall be screened from abutting properties and streets. An 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. 18.8222 Stagecoach Z-8737-C Site plan must comply with the City's minimal landscape and buffer ordinance requirements. A land use buffer will be required when an adjacent property has a dissimilar use of a more restrictive nature. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. The plantings, existing and purposed, shall be provided within the landscape ordinance of the city, section 15-81. The properties to the north and west are zoned R-2, a minimum buffer will be required at six (6) percent of the average depth / width of the lot. The minimum dimension adjacent to the north property line shall be forty-five (45) feet, thirty-two (32) feet of this buffer is to remain undisturbed. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. Landscape areas shall be provided between the vehicular use area used for public parking and the general vicinity of the building A landscape irrigation system shall be required for developments of one (1) acre or larger. The development of two (2) acres or more requires an approved landscape plan stamped with the seal of a registered landscape architect prior to the issuance of a building permit. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 19. 6608 Baseline Road (Z-9023-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. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. A land use buffer six (6) percent of the average width / depth of the lot will be required when an adjacent property has a dissimilar use of a more restrictive nature. The property to the north and a portion of the properties to the east and west are zoned R-2. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. The plantings, existing and purposed, shall be provided within the landscape ordinance of the city, section 15-81. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). The minimum size of an interior landscape area shall be one hundred fifty (150) square feet for developments with one hundred fifty (150) or fewer parking spaces. Interior islands must be a minimum of seven and one half (7 1 /2) feet in width. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. An automatic irrigation system to water landscaped areas shall be required for developments of one (1) acre or larger. The 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. 20. 10115 Rodney Parham Road (Z-9103-A) Site plan must comply with the City's minimal landscape and buffer ordinance requirements. A land use buffer six (6) percent of the average width / depth of the lot will be required when an adjacent property has a dissimilar use of a more restrictive nature. The property to the south is zoned R2. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. The plantings, existing and purposed, shall be provided within the landscape ordinance of the city, section 15-81. Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces One (1) tree and four (4) shrubs shall be planted in the building landscape areas for each forty (40) linear feet of vehicular use area abutting the building An automatic irrigation system to water landscaped areas shall be required for developments of one (1) acre or larger. The development of two (2) acres or more requires the landscape plan to be stamped with the seal of a Registered Landscape Architect. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 21. 5000 Hope Lane Z-9207 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. 22. 1417 Kavanaujah Boulevard Z-9208 No Comment 23. SWC C and Walnut Streets - 324 Walnut Street �(Z-9210 No Comment 24. 6611 Young Road ,Z-9290) 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. 25. West side of Chenal Parkway 1/4 mile south of Northfield Drive Z-921 i Site plan must comply with the City's minimal landscape and buffer ordinance requirements, the Chenal Overlay District. Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. A land use buffer six (6) percent of the average width / depth of the lot will be required when an adjacent property has a dissimilar use of a more restrictive nature. The minimum dimension shall be nine (9) feet. The surrounding properties are zoned R-2. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. The plantings, existing and purposed, shall be provided within the landscape ordinance of the city, section 15-81. A portion of the southeast buffer is deficient. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). For developments with more than one hundred fifty (150) parking spaces the minimum size of an interior landscape area shall be three hundred (300) square feet. Interior islands must be a minimum of seven and one half (7 1/2) feet in width. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. 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. The development of two (2) acres or more requires the landscape plan to be stamped with the seal of a Registered Landscape Architect. 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. Public Works Review Comments Planning Commission Board of Adjustment Agenda Date: 4-27-17 Z File Number S-1026-B Lot Z-2A-R Little Rock Industrial District Replat 2400 W. 65th St. 1 Engineering comments may apply at time of building permit or with future development. Z File Number S-1240-0 Steve Landers KIA Dealership Subdivision Site Colonel Glenn Plaza Loop 1 Sidewalks with appropriate handicap ramps are required to be installed adjacent to Colonel Glenn Plaza Loop in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan. 2 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 3 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is a variance being requested to advance grade beyond the north lot where development is proposed? 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 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. 7 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 8 Retaining walls designed to exceed 15 ft in height are required to seek a variance for construction. Provide proposed wall elevations. 9 Prior to construction of retaining walls, a engineer's certification of design and plans must be submitted to Public Works for approval. After construction, an as -built certification is required for construction of the retaining wall. 10 Unloading of vehicles is not allowed within the right-of-way. Show proposed delivery truck route within the site. Z File Number S-1787 Quick's Lake Place Pre Plat NWC Stewart Rd & Simpson Lane 1 Stewart Rd is classified on the Master Street Plan as a minor arterial. A dedication of right-of-way 45 feet from centerline will be required. Friday, March 31, 2017 Page 1 of 14 2 What is the status of Simpson Lane (public right-of-way/private easement)? If a public right-of-way, Simpson Lane is classified on the Master Street Plan as a residential street. A dedication of right-of- way 25 feet from centerline will be required. 3 A 20 feet radial dedication of right-of-way is required at the intersection of Stewart Rd and Simpson Lane depending on the status of Simpson Lane. 4 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Stewart Road including 5-foot sidewalks with planned development. A 6 ft wide paved shoulder should be provided on Stewart Rd adjacent to the subject property. 5 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Simpson Lane including 5-foot sidewalks with planned development. This conditions depends on the status of Simpson Lane. 6 All driveways shall be concrete aprons per City Ordinance. 7 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or 1 8 In accordance with Section 32-8, no obstruction to visibility shall be located within a triangular area 50' back from the intersecting right-of-way line (or intersecting tangent lines for radial dedications) at the intersection of driveway with Stewart Road. 9 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. A sight distance of at least 445 ft as shown in Exhibit 9-55 should be provided. Z File Number 5-1788 Wellington Creek Subdivision Pre Plat SEC Chenal Parkway & Wellington Hills Road 1 Chenal Parkway is classified on the Master Street Plan as a principal arterial. Dedication of right-of- way should be a sufficient width to construct 1 additional - 11 ft lane, 2 ft of curb and gutter, a 6 ft green space, and a 5 ft sidewalk. 2 With site development, provide design of street conforming to the Master Street Plan. Construction one-half street improvements to Chenal Parkway, Chenal Parkway bridge, and the 5 ft sidewalk with planned development. One (1) additional lane should be constructed of an 11 ft lane width and 2 ft of curb and gutter. A payment should be made in -lieu of construction of the first 15 linear feet of the bridge. The payment should be for the estimated cost to widen the Chenal Parkway bridge to provide 3 - 11 ft vehicle travel lanes, a 2 ft parapet wall, a 10 ft pedestrian lane, and the outer bridge deck wall. The unit cost of the bridge widening was provided to the design professionals on the project. The payment should be made prior to approval of the final plat. With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Kanis Rd including the Kanis Road bridge and a 5-foot sidewalk with planned development. The new back of curb should be located 29.5 ft from the existing centerline with a 5 ft sidewalk placed at the property line. A payment in -lieu of construction should be provided for Kanis Road improvements prior to the approval of the final plat of a lot adjacent to Kanis Road. The payment should include the first 15 linear ft of the Kanis Road bridge. Payment should be for the estimated cost to widening the Rock Creek bridge to provide 2.5 - 11 ft vehicle travel lanes, a 2 ft parapet wall, a 10 ft pedestrian lane, and the outer bridge deck wall from the striped centerline of the bridge. The unit cost of the bridge widening was provided to the civil engineer. The payment should be made prior to approval of the final plat. Friday, March 31, 2017 Page 2 of 14 4 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 5 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is an advanced grading variance being requested to advance grade future phases with construction on lot 1? 6 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or land owner. 7 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 8 A special Grading Permit for Flood Hazard Areas will be required per Sec. 8-283 prior to construction. 9 The minimum Finish Floor elevation of at least 1 foot above the base flood elevation is required to be shown on plat and grading plans. 10 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. The area within the proposed floodway should be rezoned Open Space. 11 Alteration of the water course will require approval from the Little Rock District of the US Army Corps of Engineers prior to start of work. 12 The proposed alteration of the floodway will require flood map revisions. Obtain a conditional letter of map revision (CLOMR) and no rise certification approval from Public Works and the Federal Emergency Management Agency prior to issuance of a grading permit and/or building permit. An approved letter of map revision (LOMR) must be obtained prior to issuance of a certificate of occupancy. 13 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. The lots share driveway access centered on the property line. The width of driveway must not exceed 36 feet. The driveway spacing on arterial streets is 150 ft from the side property line and 300 ft from street intersections and other driveways. Separate driveway variances are required for the driveway width and spacing. 14 Kanis 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. At arterial -arterial intersection an additional 10 ft of right-of- way measured from the centerline of the right-of-way should be dedicated for a right turn lane. The additional right-of-way shall normally be 250 ft in length measured from the intersecting right-of-way. The total dedication is 55 ft from centerline. 15 A 75 to 100 feet radial dedication of right-of-way is required at the intersection of Kanis Rd and Wellington Hills Road (arterial -arterial). 16 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). 17 Erosion controls must be installed to reduce discharge of polluted stormwater. 18 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. 19 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. Friday, March 31, 2017 Page 3 of 14 20 Prior to construction of retaining walls, a engineer's certification of design and plans must be submitted to Public Works for approval. After construction, an as -built certification is required for construction of the retaining wall. 21 Performance bond and payment for boundary street improvements are required to be provided prior to the approval of the final plat of a lot. Z File Number 5-1788-A Kum and Go Convenience Store Site Plan Review 15617 Chenal Parkway width bridge Open An 1 Chenal Parkway is classified on the Master Street Plan as a principal arterial. Dedication of right-of- way should be a sufficient width to construct 1 additional - 11 ft lane, 2 ft of curb and gutter, a 6 ft green space, and a 5 ft sidewalk. 2 With site development, provide design of street conforming to the Master Street Plan. Construction one-half street improvements to Chenal Parkway, Chenal Parkway bridge, and the 5 ft sidewalk with planned development. One (1) additional lane should be constructed of an 11 ft lane and 2 ft of curb and gutter. A payment should be made in -lieu of construction of the first 15 linear feet of the bridge. The payment should be for the estimated cost to widen the Chenal Parkway bridge to provide 3 - 11 ft vehicle travel lanes, a 2 ft parapet wall, a 10 ft pedestrian lane, and the outer deck wall. The unit cost of the bridge widening was provided to the design professionals on the 3 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 4 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is an advanced grading variance being requested to advance grade future phases with construction on lot 1? 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 land 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. 7 A special Grading Permit for Flood Hazard Areas will be required per Sec. 8-283 prior to construction. 8 The minimum Finish Floor elevation of at least 1 foot above the base flood elevation is required to be shown on plat and grading plans. 9 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. The area within the proposed floodway should be rezoned 10 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. 11 The proposed alteration of the floodway will require flood map revisions. Obtain a conditional letter of map revision (CLOMR) and no rise certification approval from Public Works and the Federal Emergency Management Agency prior to issuance of a grading permit and/or building permit. approved letter of map revision (LOMR) or the adoption of the preliminary FIRMs must be obtained prior to issuance of a certificate of occupancy. Friday, March 31, 2017 Page 4 of 14 variances for 12 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. The lots share driveway access centered on the property line. The width of driveway must not exceed 36 feet. The driveway spacing on arterial streets is 150 ft from the side property line and 300 ft from street intersections and other driveways. Separate driveway are required for the driveway width and spacing. 13 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). 14 Erosion controls must be installed to reduce discharge of polluted stormwater. 15 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 16 Prior to construction of retaining walls, a engineer's certification of design and plans must be submitted to Public Works for approval. After construction, an as -built certification is required construction of the retaining wall. 17 All driveways shall be concrete aprons per City Ordinance. 18 The access ramp on the NW corner of the property should be reconstructed per PW-51 to align the ramp with the Wellington Road pedestrian crossing. Z File Number Z-1620-A B & G Properties PID 3401 - 3423 Mabelvale Pike 1 Mabelvale Pike is classified on the Master Street Plan as a minor arterial. A dedication of right-of- way 45 feet from centerline will be required. 2 Due to the proposed use of the property, the Master Street Plan specifies that W. 34th Street for the frontage of this property must meet commercial street standards. Dedicate right-of-way to 30 feet from centerline. 3 A 20 feet radial dedication of right-of-way is required at the intersection of Mabelvale Pike and W. 34th St. Z File Number Z-1840-D Little Rock Raquet Club PD-O 1 Huntington Road 1 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. 2 A handicap ramp is required to be installed on Huntington Road at in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan. The access ramp has been constructed. 3 Provide a Sketch Grading and Drainage Plan for the additional parking areas per Sec. 29-186. 4 On site striping and signage plans must be desinged per MUTCD standards. 5 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 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. Friday, March 31, 2017 Page 5 of 14 for 7 Prior to construction of retaining walls, a engineer's certification of design and plans must be submitted to Public Works for approval. After construction, an as -built certification is required construction of the retaining wall. 8 Show the proposed parking wheel stops on the plan to confirm parking aisle widths and traffic flow. Z File Number Z-2306-B Hawkins PCD 600 E. 21 st St. 1 A 20 feet radial dedication of right-of-way is required at the intersection of E. 21st St. and Park Lane. 2 At the time of future builiding expansion or expansion of the use of the property, the driveways on E. 21 st St. and Park Lane closest to the street intersection may be required to be closed. Z File Number Z-5442-F James Mitchell School Rev PCD 2410 S. Battery School 1 Due to the proposed use of the property, the Master Street Plan specifies that Battery Street for the frontage of this property must meet commercial street standards. Dedicate right-of-way to 30 feet from centerline. 2 Due to the proposed use of the property, the Master Street Plan specifies that 24th Street for the frontage of this property must meet commercial street standards. Dedicate right-of-way to 30 feet from centerline. 3 Due to the proposed use of the property, the Master Street Plan specifies that Summit Ave.for the frontage of this property must meet commercial street standards. Dedicate right-of-way to 30 feet from centerline. 4 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. 5 A 20 feet radial dedication of right-of-way is required at the four (4) street intersection adjacent to the site. 6 Repair or replace any curb and gutter or sidewalk that is missing, damaged, or obstructed by vegetation in the public right-of-way prior to occupancy. 7 Property frontage needs to have the sidewalks and ramps brought up to the current ADA standards. 8 Vehicle stacking or stopping within the public right-of-way for student pick up and drop off is not permitted. 9 Submit a Traffic Impact Study and/or Traffic Control Plan for the proposed project. Study should address trip generation and trip distribution for the development, vehicle stacking, student drop-off and pick-up and also should take into account existing and projected traffic growth. 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. Z File Number Z-5574-D United Methodist Children's Home Campus POD 2022 S. Filhnore St. 1 Charles Bussey Ave. is classified on the Master Street Plan as a residential street. A dedication of right-of-way 25 feet from centerline will be required. Friday, March 31, 2017 Page 6 of 14 2 Fillmore St. is classified on the Master Street Plan as a residential Street. A dedication of right-of- way 25 feet from centerline will be required. 3 A 20 feet radial dedication of right-of-way is required at the intersection of Fillmore St. and Charles Bussey Ave. 4 In accordance with Section 31-176, floodway areas must be shown as floodway easements or be dedicated to the public. In addition, a 25 foot wide drainage and access easement is required adjacent to the floodway boundary. 5 The area within the floodway should be rezoned Open Space. 6 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Charles Bussey Ave. including 5-foot sidewalks with planned development. The new back of curb should be located 13 ft from centerline. 7 Sidewalks with appropriate handicap ramps are required to be constructed along Fillmore St. in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan. 8 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 9 Remove existing driveways on Fillmore St. that are fenced and not proposed to be used. 10 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. A variance must be requested for an advanced grading permit for the "Lay Down" area. 11 Storm water detention ordinance applies to this property. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner to maintain. 12 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 13 The proposed driveway on Fillmore St. shall be constructed with concrete aprons per City Ordinance and not exceed 26 ft in width and not exceed a 15 ft radius. The call box for the gate shall be located no closer than 40 ft from Fillmore St. If the gate will be open all day during daylight hours, the gate can be located at least 20 ft from Fillmore St. 14 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 15 Obtain a franchise agreement from Public Works (Bennie Nicolo, 371-4818) for the private improvements located in the right-of-way such as parking, plantings, signage, fencing, etc... Z File Number Z-6054-C Fitts Auto Expansion Rev PCD 8421 Stagecoach Rd 1 Stagecoach Rd is classified on the Master Street Plan as a principal arterial. Dedication of right-of- way to 55 feet from centerline will be required. Friday, March 31, 2017 Page 7 of 14 2 Sidewalks with appropriate handicap ramps are required to be installed along Stagecoach Rd and extend to the side property line in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan. Addiitional sidewalk should be constructed along the frontage of the new property to the east. Sidewalk should also be constructed to the southwest property line west of the existing west driveway. 3 Obtain permits for improvements within State Highway right-of-way from AHTD, District VI. 4 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is an advanced grading variance being requested to grade future phases with construction of Phase 1? 5 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). Provide finished floor elevations, floodplain and floodway, and fill embankments or retaining walls. 6 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or owner. 7 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 8 A special Grading Permit for Flood Hazard Areas will be required per Sec. 8-283 prior to construction. 9 The minimum Finish Floor elevation of at least 1 ft above the base flood elevation is required to be shown on plat and grading plans. 10 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. If property within the floodway should be zoned as Open 11 Vehicle offloading within the public right-of-way is not allowed. Provide the truck manuevering route on the site plan. 12 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 13 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. Driveway spacing on an arterial street is 300 ft from intersections and other driveways and 150 ft from the property line. The width of driveway must not exceed 36 feet. A variance must be requested for the proposed driveway location. Z File Number Z-6060-A Dash Heating & Cooling Rev PD-O 12417 Cantrell Road 1 Cantrell Rd is classified on the Master Street Plan as a principal arterial. Dedication of right-of-way to 55 feet from centerline will be required. 2 Due to Piedmont Pond located downstream of the subject property, adequate erosion controls are required to be installed and maintained during construction. 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. Friday, March 31, 2017 Page 8 of 14 4 Storm water detention ordinance applies to this property. The project would qualify for a contribution in -lieu of construction at the time of the building permit. 4 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). Z File Number Z-6318-E Chenal Market Rev PCD 16105 Chenal Parkway 1 Stormwater detention is provided for proposed Lot 2 on proposed Lot 1. Maintenance of detention ponds is the responsbility of the property owner or property owner's association. How will detention be provided for proposed lot 2? 2 Access easements or shared access and parking should be provided. 3 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 4 In accordance with Section 31-176, floodway areas must be shown as floodway easements or be dedicated to the public. In addition, a 25 foot wide drainage and access easement is required adjacent to the floodway boundary. The floodway should be rezoned Open Space. Z File Number Z-6488-B KLR Properties POD 12400 Cantrell Road 1 All previous engineering comments and conditions made on the approved application apply Z File Number Z-6860-E Markham Harrison Properties PD-O 5307 A St. 1 Due to the proposed use of the property, the Master Street Plan specifies that A Street 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 A St. including 5-foot sidewalks with planned development. The new curb should connect with the newly installed curb to the west at the same width. 3 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. A variance is required to be obtained for the driveway location. Driveway spacing on commercial streets is 250 ft from street intersections and other driveways and 125 ft from side property lines. Z File Number Z-7091-A Presbyterian Village PD-R 510 Brookside Drive I Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 2 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-7895-D 7 & R Properties Rev PCD 716 Appianway St. Friday, March 31, 2017 Page 9 of 14 I The proposed gates should be installed as shown on plan. Z File Number Z-8472-D Mid -Town & Fair Park PCD SWC I-630 & Fair Park Blvd. (501) for 1 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 2 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. 3 Plans of all work in right-of-way shall be submitted for approval prior to start of work. Obtain barricade permit prior to doing any work in the right-of-way from Traffic Engineering at 379- 1805 (Travis Herbner). 4 Storm water detention ordinance applies to this property. 5 Prior to construction of retaining walls, a engineer's certification of design and plans must be submitted to Public Works for approval. After construction, an as -built certification is required construction of the retaining wall. 6 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. 7 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 8 Provide additional right-of-way for "T" turnaround. Z File Number Z-8737-C Davis Storage Development PCD 8222 Stagecoach Road 1 Stagecoach Rd is classified on the Master Street Plan as a principal arterial. Dedication of right-of- way to 55 feet from centerline will be required. 2 The proposed driveway apron(s) should be constructed in accordance with AHTD driveway details to provide future pedestrian crossing in conformance with ADA guidelines. 3 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 4 Obtain permits for improvements within State Highway right-of-way from AHTD, District VI. 5 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Will construction of the development be phased? Will an advance grading variance be requested to advance grade future phases with the construction of phase 1? 6 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). 7 Storm water detention ordinance applies to this property. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner. 8 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. Friday, March 31, 2017 Page 10 of 14 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 If a drive thru fast food restaurant is proposed, show the amount of vehicle stack and the order board location. 11 Sidewalks with appropriate handicap ramps are required to be constructed adjacent to Stagecoach Road in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan. The back of the new sidewalk should be located at the property line and connected with existing adjacent sidewalk. 12 A special Grading Permit for Flood Hazard Areas will be required per Sec. 8-283 prior to construction. 13 The minimum Finish Floor elevation of of at least 1 ft above the base flood elevation is required to be shown on plat and grading plans. 14 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. A variance is required for the proposed driveways. Driveway spacing on arterial streets is 300 ft between driveways and intersections and 150 ft from side property lines. The width of driveway must not exceed 36 feet. Z File Number Z-9023-B 6608 Baseline Road PD-O 6608 Baseline Rd 1 Repair or replace any curb and gutter or sidewalk that is damaged in the prior to the issuance of the certificate of occupancy. 2 Obtain permits for improvements within State Highway right-of-way from AHTD, District VI. Z File Number Z-9103-A Small Emergency Hospital POD 10115 Rodney Parham Rd 1 Rodney Parham Rd is classified on the Master Street Plan as a minor arterial. A dedication of right- of-way 45 feet from centerline will be required. 2 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. The existing curb cuts not planned to be used should be removed and replaced with curb and gutter and new sidewalk if needed. 3 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. The floodway should be rezoned Open Space. 4 Pedestrian access should be provided to the front door of the facility from the right-of-way. 5 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. 6 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). Show the proposed finished floor elevation. 7 The minimum Finish Floor elevation of at least 1 ft above the base flood elevation is required to be shown on plat and grading plans. Friday, March 31, 2017 Page 11 of 14 8 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner. 9 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 10 A special Grading Permit for Flood Hazard Areas will be required per Sec. 8-283 prior to construction. 11 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. 12 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 location creates left turn conflicts. A variance is required for the proposed driveway location. The driveway spacing on arterial streets is at least 150 ft from the property line and at least 300 ft from intersections and other driveways. 13 In accordance with Section 32-8, no obstruction to visibility shall be located within a triangular area 50' back from the intersecting right-of-way line (or intersecting tangent lines for radial dedications) at the proposed driveway. 14 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 15 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. Z File Number Z-9207 Lawson West PD-C 5000 Hope Lane 1 The private street should connect into Lawson Road with a concrete apron per City Ordinance. 2 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. Sight distance of at least 445 ft must be provided. 3 Lawson 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. 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. 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 In accordance with Section 32-8, no obstruction to visibility shall be located within a triangular area 50' back from the intersecting right-of-way line (or intersecting tangent lines for radial dedications) at the intersection of private street with Lawson Rd. Z File Number Z-9208 Graham Property Management PD-R 1417 Kavanaugh Blvd 0 No comments Friday, March 31, 2017 Page 12 of 14 Z File Number Z-9209 Arkansas Indoor Soccer PID 6611 Young Road 1 Young Road is classified on the Master Street Plan as a collector street. A dedication of right-of-way 30 feet from centerline will be required. 2 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 3 Storm water detention will not apply to the proposed development being less than 1 acre in size. Z File Number Z-9210 Lawson PD-R 324 Walnut St. 1 A 20 feet radial dedication of right-of-way is required at the intersection of C St. and Walnut St. 2 The fence must be moved out of the public right-of-way. 3 Where is vehicle parking proposed outside of the right-of-way? The face of the garage must be located at least 20 ft from the property line. A parking pad must be constructed of sufficient length and width for 1 car to park outside of the right-of-way. Z File Number Z-9211 The Crest at Chenal PD-R South of Chenal Pkwy & Northfield Dr With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Chenal Parkway including 5-foot sidewalks with planned development. Chenal Parkway should be widened to conform with the Master Street Plan. A left turn lane with tapers should be provided which may result in widening apast the property line. 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 the construction of the project planned to be phased? 3 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). 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 Show proposed gate and call box locations. 7 In accordance with Section 32-8, no obstruction to visibility shall be located within a triangular area 50' back from the intersecting right-of-way line (or intersecting tangent lines for radial dedications) at the driveway intersection. 8 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards and provides at least 500 ft of unobstructed sight distance for 45 mph. 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. Friday, March 31, 2017 Page 13 of 14 10 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. 11 The proposed median in the driveway is too wide and should be narrowed to 12 to 15 ft in width. The nose of the median should be placed no closer than 12 ft from the future back of curb on Chenal Parkway. Friday, March 31, 2017 Page 14 of 14 Public Works Review Comments Board of Adjustment Agenda Date: 4/27/2017 Z File Number 5-1788 Wellington Creek Subdivision Pre Plat Planning SEC Chenal Parkway & Wellington Hills Road 1 Chenal Parkway is classified on the Master Street Plan as a principal arterial. Dedication of right-of- way should be a sufficient width to construct 1 additional - 11 ft lane, 2 ft of curb and gutter, a 6 ft green space, and a 5 ft sidewalk. 2 With site development, provide design of street conforming to the Master Street Plan. Construction one-half street improvements to Chenal Parkway, Chenal Parkway bridge, and the 5 ft sidewalk with planned development. One (1) additional lane should be constructed of an 11 ft lane width and 2 ft of curb and gutter. A payment should be made in -lieu of construction of the first 15 linear feet of the bridge. The payment should be for the estimated cost to widen the Chenal Parkway bridge to provide 3 - 11 ft vehicle travel lanes, a 2 ft parapet wall, a 10 ft pedestrian lane, and the outer bridge deck wall. The unit cost of the bridge widening was provided to the design professionals on the project. The payment should be made prior to approval of the final plat. With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Kanis Rd including the Kanis Road bridge and a 5-foot sidewalk with planned development. The new back of curb should be located 29.5 ft from the existing centerline with a 5 ft sidewalk placed at the property line. A payment in -lieu of construction should be provided for Kanis Road improvements prior to the approval of the final plat of a lot adjacent to Kanis Road. The payment should include the first 15 linear ft of the Kanis Road bridge. Payment should be for the estimated cost to widening the Rock Creek bridge to provide 2.5 - 11 ft vehicle travel lanes, a 2 ft parapet wall, a 10 ft pedestrian lane, and the outer bridge deck wall from the striped centerline of the bridge. The unit cost of the bridge widening was provided to the civil engineer. The payment should be made prior to approval of the final plat. 4 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 5 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is an advanced grading variance being requested to advance grade future phases with construction on lot 1? 6 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or land owner. 7 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 8 A special Grading Permit for Flood Hazard Areas will be required per Sec. 8-283 prior to construction. 9 The minimum Finish Floor elevation of at least 1 foot above the base flood elevation is required to be shown on plat and grading plans. Monday, April 03, 2017 Page 1 of 2 10 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. The area within the proposed floodway should be rezoned Open Space. 11 Alteration of the water course will require approval from the Little Rock District of the US Army Corps of Engineers prior to start of work. 12 The proposed alteration of the floodway will require flood map revisions. Obtain a conditional letter of map revision (CLOMR) and no rise certification approval from Public Works and the Federal Emergency Management Agency prior to issuance of a grading permit and/or building permit. An approved letter of map revision (LOMR) must be obtained prior to issuance of a certificate of occupancy. 13 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. The lots share driveway access centered on the property line. The width of driveway must not exceed 36 feet. The driveway spacing on arterial streets is 150 ft from the side property line and 300 ft from street intersections and other driveways. Separate driveway variances are required for the driveway width and spacing. 14 Kanis 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. At arterial -arterial intersection an additional 10 ft of right-of- way measured from the centerline of the right-of-way should be dedicated for a right turn lane. The additional right-of-way shall normally be 250 ft in length measured from the intersecting right-of-way. The total dedication is 55 ft from centerline. 15 A 75 to 100 feet radial dedication of right-of-way is required at the intersection of Kanis Rd and Wellington Hills Road (arterial -arterial). 16 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). 17 Erosion controls must be installed to reduce discharge of polluted stormwater. 18 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. 19 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- 20 Prior to construction of retaining walls, a engineer's certification of design and plans must be submitted to Public Works for approval. After construction, an as -built certification is required for construction of the retaining wall. 21 Performance bond and payment for boundary street improvements are required to be provided prior to the approval of the final plat of a lot. 22 Per Section 29-190, a minimum undisturbed strip 25 ft wide except for reasonable access shall be provided along each side of streams having a 10 yr storm > 150 cfs. The undisturbed strip should be measured from the top of the bank. 23 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. Monday, April 03, 2017 Page 2 of 2 To: Dana Carney, Zoning & Subdivision Manager Date: 3-30-17 Donna James, Zoning Monte Moore, Subdivision From: Curtis Richey / Mark Alderfer: Building Codes Building Code Comments: Z-1840-D 1 Huntington Road Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichev@littlerock.gov or Mark Alderfer at 501.371.4875; maiderfer@littlerock.gflv . Z-1620-A 3401 - 3423 Mabelvale Pike NC Z-5574-D 2022 S. Fillmore Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey@iittlerock.gav or Mark Alderfer at 501.371.4875; malderfer littlerock. ov . Z-9103-A 10115 Rodney Parham Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichev@littlerock.gov or Mark Alderfer at 501.371.4875; malderfer@littlerock.gov . Z-6060-A 12417 Cantrell NC Z-9211 West side of Chenal % mile south of Northfield Drive Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichev@littlerock.gov or Mark Alderfer at 501.371.4875; maiderfer@littlerock.gov . Z-6860-E 5307 A Street NC S-1026-B 2400 West 651h Street NC Z-7895-D 716 Appian Way NC 5-1240-0 Colonel Glenn Plaza Loon Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey@littlerock.gov or Mark Alderfer at 501.371.4875; rnaiderfer@littlerock.gov . Z-5442-F 2410 South BattetN Street Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichev@iittlerock.gov or Mark Alderfer at 501.371.4875; malderfer littlerock. ov . Z-9209 6611 Young Road NC Z-7091-A 510 Brookside Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; criche►l@Iittierock.Qov or Mark Alderfer at 501.371.4875; maIderferC@littlerock.gov . Z-9023-B 6608 Baseline Road Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey@littlerockgoy or Mark Alderfer at 501.371.4875; malderfer@littlerock.gov . 5-1788 SEC Chenal and Wellington Hills Road NC 5-1788-A _ 1561 Chenal Parkwav Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey@littlerock.gov or Mark Alderfer at 501.371.4875; malderfer@littlerock..gov . Z-6318-E 16105 Chenal Parkwav NC Z-89737-C 8222 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, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey@littlerock.gou or Mark Alderfer at 501.371.4875; malderfer@littlerock.gov_ . Z-60654-C _8421_Stagecoach Road NC S-1787 Stewart Road and Sampson Lane NC 2-9207 5000 Hope Lane NC 2-9208 1417 Kavanaugh Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey@littlerock.gov or Mark Alderfer at 501.371.4875; malderfer@littlerock.gov . Z-2306-B 600 East 215t Street Project is a change in occupancy and is therefore subject to current building code requirements. Review and approval is required by Building Codes Division before occupancy takes place. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey@litt[erock.or or Mark Alderfer at 501.371.4875; ma[derfer@littlerock.org. Z-9210 SWC C and Walnut Street — 324 Walnut Street NC Regards, Curtis Richey Commercial Plans Examiner Quick's Lake — PCRB Comments — 3/31/17 1. Provide letter and engineering certification for the new driveway stating that intersection will have a safe sight distance and meet AASHTO sight distance requirements. rev 5-26-16 Pulaski County Final Plat Checklist PLANNING AND DEVELOPMENT 3200 BROWN STREET LITTLE ROCK, AR 72204 501-340-8260 DATE: 3/27/17 DEVELOPMENT: Quick Lake's Place Lots 1-3 Final Plat LOCATION: East side of Hwy 300 South of Pinnacle Road ENGINEER/SURVEYOR: Mike Marlar PLANNING JURISDICTION: Pulaski County/LR ETJ Van McClendon Planning & Development Director The final plat shall indicate the following information: 1) no 3.7 A.L-3. LETTER OF APPLICATION, BILL OF ASSURANCE 2) yes 3.7 C.1.-4. 15 COPIES OF THE PROPOSED FINAL PLAT 3) yes 3.7 C.5.a. NAME OF SUBDIVISION (NO DUPLICATION) 4) yes 3.7 C.5.b. NAME AND ADDRESS OF OWNER OF RECORD 5) yes 3.7 C.5.c. SOURCE OF TITLE 6) yes 3.7 C.5.d. NAME AND ADDRESS OF SUBDIVIDER 7) no 3.7 C.5.e. DATE OF DRAWING, NORTH POINT, GRAPHIC SCALE AND TWO LAND CORNERS AND STATE PLANE COORDINATES FOR AT LEAST TWO POINTS 8) yes 3.7 C.51 LOCATION OF PLAT/TRACT BY LEGAL DESCRIPTION GIVING ACREAGE 9) yes 3.7 C.5.g.-h. VICINITY MAP AND MAP KEY 10) no 3.7 C.51 TRUE COURSES AND DISTANCES TO TWO NEAREST ESTABLISHED SECTION CORNERS OR BENCHMARKS AND STATE PLANE COORDINATES FOR BOTH POINTS 11) yes 3.7 C.5 j. BOUNDARY LINES OF TRACT WITH EXACT DIMENSIONS 12) yes 3.7 C.51. MUNICIPAL, COUNTY OR SECTION LINES 13) yes 3.7 C.5.1. STREET AND ALLEY AND OTHER R.O.W. LINES 14) yes 3.7 C.5.m. STREET CENTERLINES WITH ANGLES AND DISTANCES 15) yes 3.7 C.5.n. LOT AND BLOCK NUMBERS rev 5-26-16 16) yes 3.7. C.5.o. EASEMENTS, PUBLIC SERVICE, UTILITY, RIGHT OF WAY, ETC. 17) n/a 3.7 C.5.p. ACCURATE OUTLINES AND DESCRIPTIONS OF PUBLIC USE AREAS 18) no 3.7 C.5.q. ACCURATE MONUMENT LOCATION AND DESCRIPTION 19) yes 3.7 C.5.r. DIMENSIONS, ANGLES, ETC. 20) n/a 3.7 C.5.s. CERTIFICATE OF ENGINEERING IF DESIGNED IMPROVEMENTS INCLUDED 21) yes 3.7 C.5.t. CERTIFICATE OF SURVEYING ACCURACY 22) yes 3.7 C.5.u. CERTIFICATE OF OWNER 23) no 3.7 C.5.w. CERTIFICATE OF FINAL APPROVAL 24) no 3.7 C.6.a. CERTIFICATION OF WATER SUPPLY AND SANITARY SEWER DISPOSAL 25) n/a 3.7 C.6.b. CALCULATION AND FIELD NOTES 26) n/a 3.7 C.6.c. REQUIRED BONDS, LETTERS OF CREDIT, CASH DEPOSITS, ETC. 27) no 3.7 C.6.d. ELECTRONIC COPY OF THE FINAL PLAT IN AUTOCAD 2000 OR HIGHER 28) yes 3.7 C.6.e. FEMA PANEL NUMBER AND FLOODWAY/PLAIN DESIGNATED 29) n/a 3.7C.6.f. ELEVATION CERTIFICATES 30) n/a 3.13 C.A PHASING 31) no 4.1 A. ACCESS 32) no 4.113.1.-3. CONFORMANCE TO MUNICIPAL AND COUNTY PLANS 33) yes 4.1D. STREET(S) NAME 34) n/a 4.1E. LANDLOCKED PARCELS 35) n/a 4.1F.1.-4. NEW PRIVATE STREETS 36) n/a 4.2 A.1.-12. DESIGN SPECIFICATIONS (STREETS) 37) n/a 4.2 B.L-2. BLOCKS 38) yes 4.2 C.L-6. LOT DESIGN 39) yes 4.2 D. EASEMENTS 40) n/a 4.2. E. PARKING 41) n/a 8.1 DEVELOPMENT IN WATERSHED OF PUBLIC WATER SUPPLY 42) n/a 8.2 A-C WASTEWATER DISCHARGE PLAN 43) n/a 8.3 STORMWATER DISCHARGE PLAN 44) n/a 8.4 A-G PERFORMANCE STANDARDSBMP'S USED 45) 46) 47) 48) 49) rev 5-26-16 n/a 8.7 A-B ADDITIONAL PLAT AND SITE PLAN APPLICATION REQUIREMENTS n/a 8.8 NPDES REQUIREMENTS n/a 8.9A-D UNDISTURBED AREAS n/a 8.10A-B CONSTRUCTION ON VERY HIGH SLOPES no FEES PAID Staff Comments: 1.) Provide Bill of Assurance for review. 7.) Provide state plane coordinates for two lot corners. 10.) Show distance to second section or quarter section corner and provide state plane coordinates for both corners. 18.) Label all property corner pins. 23.) Provide Pulaski County Certificate of Final Approval. 24.) Provide Health Department approval all undeveloped lots. 27.) Provide copy of plat in autocad format. 31.) Adjust easement once right of way is dedicated for Stewart Road. 32.) Dedicate right of way as required to equal 45' (one half of a minor arterial) west from the Stewart Road centerline. Label the Stewart Road Centerline. 49.) Pay $10.00 review fee. Additional Staff Comments: Adjust building line once the right of way for Stewart Road is dedicated. Add note to plat and bill of assurance stating that rear setback for both lots is 25' minimum and side yard setbacks to be 8' minimum. Obtain driveway permits from Pulaski County Road and Bridge for all new driveways off Stewart Road. The 4.88 acre tract to the north of Lot 1 needs to be included as a Lot in this plat as it differs from its original configuration and is less than 10 acres. The 4.88 acre tract may also be combined with the 14.33 acre tract Mr. Barnes owns to the west and shown as a separate tract on this plat and therefore would not need to be platted as a lot. Pulaski County Road and Bridge requires a site distance certification for the driveway location prior to approval of the plat. Contact Daniel Phillips at 501-340-6800 for further information. Staff Recommendation: Approval subject to compliance with staff requirements. Z-1620-A Address: 3401 — 3423 Mabelvale Pike Planning Division: This request is located in 1630 Planning District. The Land Use Plan shows Light Industrial (LI) for these properties. The Light Industrial category provides for light warehouse, distribution or storage uses, and/or other industrial uses that are developed in a well -designed "park like" setting. The applicant has applied for a rezoning from 1-2 (Light Industrial District) to Short -form PID (Planned Industrial Development) to recognize existing multi -family. Master Street Plan: North of the properties is W 34t" Street and it is shown as a Local Street on the Master Street Plan. West of the properties is Mabelvale Pike and it is shown as a Minor Arterial on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. Local Streets that are abutted by non-residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. A Minor Arterial provides connections to and through an urban area and their primary function is to provide short distance travel within the urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Mabelvale Pike since it is a Minor Arterial. 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 Mabelvale Pike. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Z-1840-D Address: 1 Huntington Road Planning Division: This request is located in West Little Rock Planning District. The Land Use Plan shows Public Institution (PI) for this property. This category includes public and quasi -public facilities that provide a variety of services to the community such as schools, libraries, fire stations, churches, utility substations, and hospitals. The applicant has applied for a rezoning from R4 (Two -Family District) to Long -form PD-O (Planned Development Office) to allow for additional parking and a parking deck to the existing site (Little Rock Athletic Club). Master Street Plan: East of the property is Huntington Road and it is shown as a Local Street on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. Local Streets that are abutted by non- residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. This street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There are no bike routes shown in the immediate vicinity. Z-2306-B Address: 600 East 21th Street Planning Division; This request is located in Central City Planning District. The Land Use Plan shows Residential Low Density (RL) for this property. The Residential Low Density (RL) category provides for single family homes at densities not to exceed 6 units per acre. Such residential development is typically characterized by conventional single family homes, but may include patio or garden homes and cluster homes, provided that the density remain less than 6 units per acre. The applicant has applied for a rezoning from R-4 (Two -Family District) to Short -form PCD (Planned Commercial Development) to allow commercial uses in existing vacant commercial building. Master Street Plan: Park Lane and East 21St Street are both shown as Local Streets on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. Local Streets that are abutted by non- residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There are no bike routes shown in the immediate vicinity. Z-5442-F Address: 2410 South Battery Street Planning Division: This request is located in Central City Planning District. The Land Use Plan shows Mixed Use (MX) for this property The Mixed Use category provides for a mixture of residential, office, and commercial uses to occur. A Planned Zoning District is required if the use is entirely office or commercial or if the use is a mixture of the three. The applicant has applied for a Rezoning from a PCD (Planned Commercial Development) to a Revised Short -form PCD (Planned Commercial Development) to review the placement of a school within the existing building. Master Street Plan: S Summit St, W 24st and S Battery St are shown as a Local Streets on the Master Street Plan. South of the property is W Roosevelt RD and is shown as a Principal Arterial on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. Local Streets that are abutted by non-residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. 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 W 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-5574-D Address: 2022 S Fillmore Planning Division: This request is located in 1630 Planning District. The Land Use Plan shows Public Institution (PI) for this property. This category includes public and quasi -public facilities that provide a variety of services to the community such as schools, libraries, fire stations, churches, utility substations, and hospitals. The applicant has applied for a rezoning from R-2 (Single -Family District) to Long -foam POD (Planned Office Development) to allow a Methodist Children's Home to add a new building with parking to this campus. Master Street Plan: S Fillmore St and W Charles Bussey Ave are both shown as a Local Streets on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. Local Streets that are abutted by non- residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. 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-6054-F Address: 8421 Stagecoach Road Planning Division: This request is located in Otter Creek Planning District. The Land Use Plan shows C (Commercial) and MOC (Mixed Office and Commercial) 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 Mixed Office and Commercial category provides for a mixture of office and commercial uses to occur. Acceptable uses are office or mixed office and commercial. A Planned Zoning District is required if the use is mixed office and commercial. The applicant has applied for a rezoning from C-4 (Open Display District), PCD (Planned Commercial Development) and R-2 (Single - Family Development) to PCD (Planned Commercial Development) to allow for expansion of the existing commercial use. Master Street Plan: North of the property is Stagecoach Road and it shown as a Principal Arterial on the Master Street Plan. The primary function of a Principal Arterial Street is to serve through traffic and to connect major traffic generator or activity centers within an urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Stagecoach Road since it is a Principal Arterial. This street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: 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-6060-A Address: 12417 Cantrell Road Planning Division: This request is located in River Mountain Planning District. The Land Use Plan shows Office (0) for this property. The office category represents services provided directly to consumers (e.g., legal, financial, medical) as well as general offices which support more basic economic activities. The applicant has applied for a Rezoning from PD-O (Planned Development Office) and R-2 (Single- family district) to Revised Short -form PD-O (Planned Development Office) to add additional land area. The request is within the Highway 10 Design Overlay District. Master Street Plan: North of the Property is Cantrell Road and it shown as a Principal Arterial on the Master Street Plan. The primary function of a Principal Arterial Street is to serve through traffic and to connect major traffic generator or activity centers within an urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Cantrell Road since it is a Principal Arterial. 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 I Bike Path is shown along Cantrell Road. A Bike Path is to be a paved path physically separate for the use of bicycles. Additional right-of-way or an easement is recommended. Nine -foot paths are recommended to allow for pedestrian use as well (replacing the sidewalk). Z-6318-E Address: 16105 Chenal Parkway Planning Division: This request is located in Ellis Mountain Planning District. The Land Use Plan shows Commercial (C) for this property. The Commercial category includes a broad range of retail and wholesale sales of products, personal and professional services, and general business activities. Commercial activities vary in type and scale, depending on the trade area that they serve. The applicant has applied for a rezoning from PCD (Planned Commercial Development) to a revised Long -form PCD (Planned Commercial Development) to allow the creation of an additional lot. The request is within the Highway 10 Design Overlay District. Master Street Plan: North of the property is Chenal Parkway and it shown as a Principal Arterial on the Master Street Plan. West of the property is Kirk Road and it is shown as a Collector on the Master Street Plan The primary function of a Principal Arterial Street is to serve through traffic and to connect major traffic generator or activity centers within an urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Chenal Parkway since it is a Principal Arterial. The primary function of a Collector Road is to provide a connection from Local Streets to Arterials. These Streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. The request is within the Chenal Design Overlay District. Bicycle Plan: A Class I Bike Path is shown along Chenal Parkway. A Bike Path is to be a paved path physically separate for the use of bicycles. Additional right- of-way or an easement is recommended. Nine -foot paths are recommended to allow for pedestrian use as well (replacing the sidewalk). Z-6860-E Address: 5307 A Street Planning Division: This request is located in Heights Hillcrest Planning District. The Land Use Plan shows Office (0) for this property. The office category represents services provided directly to consumers (e.g., legal, financial, medical) as well as general offices which support more basic economic activities. The applicant has applied for a rezoning from 0-3 (General Office District) to Short - form POD (Planned Office Development) to allow a parking lot. The request is within the Midtown Design Overlay District. Master Street Plan: North of the property is A Street and it shown as a Local Street on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. A Collector design standard is used for Commercial Streets. This 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-7091-A Address: 501 Brookside Drive Planning Division. This request is located in West Little Rock Planning District. The Land Use Plan shows Residential High (RH) for this property. The Residential High category accommodates residential development of more than twelve (12) dwelling units per acre. The applicant has applied for a rezoning from PRD (Planned Residential Development) to Revised Short -form PD-R (Planned Development Residential) to allow the construction of a chapel adjacent to the existing nursing home. Master Street Plan: North of the property is Brookside Drive and it shown as a Local Street on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. 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-7895-D Address: 716 Appianway St Planning Division This request is located in the 1-630 Planning District. The Land Use Plan shows Mixed Office and Commercial (MOC). The Mixed Office and Commercial category provides for a mixture of office and commercial uses to occur. Acceptable uses are office or mixed office and commercial. A Planned Zoning District is required if the use is mixed office and commercial. The applicant has applied for a Rezoning from PCD (Planned Commercial Development) to a Revised Short -form PCD (Planned Commercial Development) to allow outdoor storage of materials. Master Street Plan: East of the property is Appian Street and it shown as a Local Street on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. 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-8737-C Address: 8222 Stagecoach Road Planning Division: This request is located in the Crystal Valley Planning District. The Land Use Plan shows Commercial (C). The Commercial category includes a broad range of retail and wholesale sales of products, personal and professional services, and general business activities. Commercial activities vary in type and scale, depending on the trade area that they serve. The applicant has applied for a rezoning from C-3 (General Commercial Development) to Long -form PCD (Planned Commercial Development) to allow a mini -warehouse on site. Master Street Plan: South of the property is Stagecoach Road and it shown as a Principal Arterial on the Master Street Plan. The primary function of a Principal Arterial Street is to serve through traffic and to connect major traffic generator or activity centers within an urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Stagecoach Road since it is a Principal Arterial. This street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: 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-9023-B Address: 6608 Baseline Road Planninq Division: This request is located in the Geyer Springs West Planning District. The Land Use Plan shows Office (0). The office category represents services provided directly to consumers (e.g., legal, financial, medical) as well as general offices which support more basic economic activities. The applicant has applied for a rezoning from R-2 (Single -Family District) to Short -form PD-O (Planned Development Office) with 0-3 uses. Master Street Plan: South of the property is Baseline Road and it shown as a Principal Arterial on the Master Street Plan. The primary function of a Principal Arterial Street is to serve through traffic and to connect major traffic generator or activity centers within an urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians Baseline Road since it is a Principal Arterial. This Street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: A Class II Bike Lane is shown along Baseline Road. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Z-9103-A Address: 10115 Rodney Parham Road Planninq Division: This request is located in the Rodney Parham Planning District. The Land Use Plan shows Office (0). The office category represents services provided directly to consumers (e.g., legal, financial, medical) as well as general offices which support more basic economic activities. The applicant has applied for a rezoning from 0-3 (General Office District) to Short -form POD (Planned Office Development) to add hospital as an allowable use. Master Street Plan: South of the property is Rodney Parham Road and it shown as a Minor Arterial on the Master Street Plan. 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 Rodney Parham Road. This street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: A Class II Bike Lane is shown along Rodney Parham Road. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Z-9207 Address: 5000 Hope Lane Planninq Division: This request is located in the Ellis Mountain Planning District. The Land Use Plan shows Residential Low Density (RL). The Residential Low Density (RL) category provides for single family homes at densities not to exceed 6 units per acre. Such residential development is typically characterized by conventional single family homes, but may include patio or garden homes and cluster homes, provided that the density remain less than 6 units per acre. The applicant has applied for a rezoning from R-2 (Single -Family District) to Short -form PD-C (Planned Development Commercial) to allow contractor office and equipment storage Master Street Plan: East of the property is Hope Lane and it shown as a Local Street on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. 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-9208 Address: 1417 Kavanaugh Boulevard Planning Division: This request is located in the Heights Hillcrest Planning District. The Land Use Plan shows Residential High Density (RH). The Residential High category accommodates residential development of more than twelve (12) dwelling units per acre. The applicant has applied for a rezoning from R5 (Urban Residence District) to Short -form PD-R (Planned Development Residential) to allow rebuilding of a 4-plex. The request is within Hillcrest Overlay District. Master Street Plan: North of the property is Kavanaugh Blvd 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 Kavanaugh Blvd. These bike routes require no additional right-of-way, but either a sign or pavement marking to identify and direct the route. Z-9209 Address: 6011 Young Road Planning Division: This request is located in the 65t" East Planning District. The Land Use Plan shows Industrial (1). The industrial category encompasses a wide variety of manufacturing, warehousing research and development, processing, and industry related office and service activities. Industrial development typically occurs on an individual tract basis rather than according to an overall development plan. The applicant has applied for a rezoning from 1-2 (light Industrial District.) to Short -form PID (Planned Industrial Development) to add an outdoor soccer field as an allowable use. Master Street Plan: North of the property is Young Road and it shown as a Collector on the Master Street Plan. South of the property is Frontage Road to Interstate 30 and it is a Freeway on the Master Street Plan. The primary function of a Collector Road is to provide a connection from Local Streets to Arterials. The primary function of a Freeway is to serve through long distance trips. Freeways are always designed as full access control roads (no direct access) Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on I- 30 since it is a Freeway 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. r"Ato] Address: SWC C and Walnut Streets — 324 Walnut Street Planning Division: This request is located in the Heights Hillcrest Planning District. The Land Use Plan shows Residential Low Density (RL) for this property. The Residential Low Density is for single-family homes at densities no greater than six dwelling units per acre. The applicant has applied for a rezoning from R-3 (Single Family District) to Short -form PD-R (Planned Development Residential) to allow the creation of a second lot for a new single-family home. Master Street Plan: Walnut Street and C Street are both shown as Local Streets on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. A Collector design standard is used for Commercial Streets. These Streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There are no bike routes shown in the immediate vicinity. Z-9211 Address: West side of Chenal Parkway approximately'/4 mile south of Northfield Drive Planning Division: This request is located in the Chenal Planning District. The Land Use Plan shows Residential Low Density (RL) for this property. The Residential Low Density is for single-family homes at densities no greater than six dwelling units per acre. The applicant has applied for a rezoning from R-2 (Single - Family District) to long form PD-R (Planned Development Residential) to allow age restricted multi -family residential. The request is in within the Chenal Overlay district. Master Street Plan: West of the property is Chenal Parkway and it shown as a Collector on the Master Street Plan. The primary function of a Principal Arterial Street is to serve through traffic and to connect major traffic generator or activity centers within an urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians Chenal Parkway since it is a Principal Arterial. This Street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: A Class I Bike Path is shown along Chenal Parkway. A Bike Path is to be a paved path physically separate for the use of bicycles. Additional right- of-way or an easement is recommended. Nine -foot paths are recommended to allow for pedestrian use as well (replacing the sidewalk). Entergy Arkansas Inc. #9 Entergy Court Little Rock, AR 72211 March 30, 2017 City of Little Rock Department of Planning and Development ATTN: Ms. Donna James, AICP 723 West Markham Street Little Rock, AR 72201-1334 RE: Entergy comments related to Planning and Zoning items for the April 27' Meeting Ms. James, Please find below Entergy's comments related to the items received from the Department of Planning and Development last week. The request letter said to have the comments back to you by April 5", 2017. ■ Chenal Market —16105 Chenal Parkway: Z-6318-E Entergy does not object to this proposal. Service is already being provided to this structure. Contact Entergy in advance to discuss any changes to electrical service requirements, or adjustments to existing facilities (if any) as this proposal proceeds. David Storage Development — 8222 Stagecoach Rd: Z-89737-C Entergy does not object to this proposal. An overhead power line exists on the east side of this property. The main power line runs along Stagecoach Road. Caution should be used in the siting and construction of the easternmost building as it may be very near to an overhead power line. Please ensure that proper NESC and OSHA required clearances are maintained. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. • Fits Auto Expansion — 8421 Stagecoach Rd: Z-6054-C Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities based on the information provided. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this proposal proceeds. + Quick's Lake Place Prelim Plat — Stewart Rd and Simpson Ln: 5-1787 Entergy does not object to this proposal. An overhead three-phase power line exists along the south side of Stewart Road at this location. There do not appear to be any conflicts with existing Entergy facilities. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. ■ Lawson West Short -form — 5000 Hope Lane: Z-9207 Entergy does not object to this proposal. An overhead power line exists on the east side of this property. The main power line runs along Lawson Road. Contact Entergy in advance to discuss any changes in future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. • Graham Property Management —1417 Kavanaugh Blvd: Z-9208 Entergy does not object to this proposal. Service is already being provided to this property from the alley in the rear. Contact Entergy in advance to discuss any changes to electrical service requirements, or adjustments to existing facilities (if any) as this proposal proceeds. + Hawkins Short -form — 600 East 21" St: Z-2306-B Entergy does not object to this proposal. Service is already being provided to this property from the west side of Park Street. Contact Entergy in advance to discuss any changes to electrical service requirements, or adjustments to existing facilities (if any) as this proposal proceeds.. Lawson Short -form — SWC C and Walnut Sts.: Z-9210 Entergy does not object to this proposal. However, an overhead power line runs in the alley on the west side of the property, and an overhead service line runs from a pole at the entrance to the alley on C Street to the existing home on the corner of Walnut and C Streets. Both of these existing lines may present a conflict with the construction of the new residence. Caution should be exercised so that all OSHA and NESC clearances to power lines are maintained during and after construction. Relocation costs may be incurred for any adjustments to the existing power lines. Contact Entergy in advance to discuss any changes to electrical service requirements, or adjustments to existing facilities (if any) for this proposal. • Arkansas Indoor Soccer — 6611 Young Rd: Z-9209 Entergy does not object to this proposal. An existing three phase, power line exists along east side of this property, but does not appear to be in conflict with the proposed plans. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. • Presbyterian Village — 510 Brookside Dr.: Z-7091-A Entergy does not object to this proposal. Service is already being provided to this property from the rear of the property on the west side of the existing development. Contact Entergy in advance to discuss any changes to electrical service requirements, or adjustments to existing facilities (if any) as this proposal proceeds. 6608 Baseline Rd. Short -form — 6608 Baseline Rd: Z-9023-B Entergy does not object to this proposal. An existing three phase, power line exists on the north side of Baseline Road at this location, but does not appear to be in conflict with the proposed plans. Caution should be used when construction a drive underneath the existing power line to ensure that all proper clearances are maintained. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. Wellington Creek Subdiv Prelim Plat — SEC Chenal Pkwy & Wellington Hills Rd: 5-1788 Entergy does not object to this proposal. An existing single phase, power line exists on the east side of Wellington Hills at the south end of this location, and a 3 phase power line exists along the north property line on Chenal Parkway. Neither appears to be in conflict with the proposed plans. Caution should be used when constructing a drive underneath the existing power line to ensure that all proper clearances are maintained. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. + Kum & Go Convenience Store Subdiv Site Plan —15617 Chenal Pkwy.: S-1788-A Entergy does not object to this proposal. A three phase power line exists along the north property line on Chenal Parkway. It does not appear to be in conflict with the proposed plans. Caution should be used when constructing a drive underneath the existing power line to ensure that all proper clearances are maintained. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. + The Crest at Chenal — W side of Chenal Pkwy approx. 1/4 mile S of Northfield Dr: Z-9211 Entergy does not object to this proposal. An existing single phase, underground power line exists on the northwest of this development, and a 3 phase overhead power line exists across Chenal Parkway and east of the development. Neither appears to be in conflict with the proposed plans. Contact Entergy well in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. ■ Markham Harrison Properties — 5307 A St.: Z-6860-E Entergy does not object to this proposal. An existing Overhead power line exists in the alley to the south of this property. It does not appear to be in conflict with the proposed development. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. • Lot Z-2A-R Little Rock Industrial District — 2400 W 65' St: S-1026-5 Entergy Distribution does not object to this re -plat proposal. A three phase power line exists along the northern edge of the 100 foot AP&L easement depicted on the submitted drawing. This power line can be utilized to provide power to any future development on this proprty. However, the re -plat also involves an existing Entergy Transmission power line and easement. Should the property develop, then contact Entergy Transmission well in advance to discuss the future use of its easements and contact Entergy Distribution in advance to discuss future service requirements, new Distribution facilities locations and adjustments to existing Distribution facilities (if any) as this project proceeds.. * J&R Properties Revised Short -form — 716 Appianway: Z-7895-D Entergy does not object to this proposal. Service is already being provided to the structure at this address and the proposed use of the land does not appear to conflict with any existing electrical facilities (Distribution or Transmission). Contact Entergy in advance to discuss any changes to these plans, electrical service requirements, or adjustments to existing facilities (if any) as this proposal proceeds. Steve Landers Kia Dealership Subdiv Site Plan — Col Glenn Plaza Loop: S-1240-0 Entergy does not object to this proposal. An underground three phase power line exists to the east of this property serving existing customers. This line can likely be used for this proposed project. There do not appear to be any conflicts with existing Entergy facilities. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. James Mitchell School Revised Short -form — 2410 S Battery St: Z-5442-F Entergy does not object to this proposal. Three phase electrical service is already being provided to the structure. Power lines (overhead) currently exist on the north and west sides of this property. They do not appear to be in conflict with the proposed use of the existing building. Contact Entergy in advance to discuss any changes to electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. ■ Little Rock Racket Club Long -form —1 Huntington Rd: Z-1840-D Entergy does not object to this proposal. There do not appear to be any overhead, primary voltage electrical facilities in conflict with the proposal to add parking at this location. However, there appear to be some secondary voltage wires and poles supplying private area lighting which are in conflict. These are usually fairly easy to adjust. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this property is developed. • B&G Properties Short -form — 3401-3423 Mabelvale Pike: Z-1620-A Entergy does not object to this proposal. Electrical service is already being provided to structures on this property. Contact Entergy in advance to discuss any changes to electrical service requirements, or adjustments to existing facilities (if any) for this proposal. • The United Methodist Children's Home Campus — 2022 S Fillmore: Z-5574-D Entergy does not object to this proposal. There do not appear to be any conflicts with existing power lines in the area. Single phase power lines exist on the east and west sides of the property. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this property is developed. • Small Emergency Hospital Short -form —10115 Rodney Parham: Z-9103-A Entergy does not object to this proposal. An existing three phase, power line exists along west side of this property and along the north side of Rodney Parham Road at this location. Neither of these appear to be in conflict with the proposed development. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. • Dash Heating and Cooling Revised Short -form —12417 Cantrell Rd.: Z-6060-A Entergy does not object to this proposal. A three phase, overhead power line exists along the west side of this property but does not appear to be in conflicts with the addition of the land area. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. If you need further assistance you may call me at 501-954-5158 or e-mail me at bneumei@entergy.com. Sincerely, LIC Bernard Neumeier Region Engineering Supervisor Entergy Arkansas, Inc. To: Donna James From: Captain Tony Rhodes / Captain John Hogue: Fire Marshal Comment far the following Locations: Z-6318-E 16105 Chenal Parkway Fire Hydrants. Date: March 29, 2017 Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loadin Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Commercial and Industrial Developments — 2 means of access. - Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities exceeding 30 feet or three stories in height shall have at least two means of fire apparatus access for each structure. Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having a gross building area of more than 62,000 square feet shall be provide with two separate and approved fire apparatus access roads. Exception: Projects having a gross building area of up to 124,000 square feet that have a single approved fire apparatus access road when all building are equipped throughout with approved automatic sprinkler systems. D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. 30' TaII 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-89737-C 8222 Stagecoach Road Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Commercial and Industrial Developments — 2 means of access. - Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities exceeding 30 feet or three stories in height shall have at least two means of fire apparatus access for each structure. Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having a gross building area of more than 62,000 square feet shall be provide with two separate and approved fire apparatus access roads. Exception: Projects having a gross building area of up to 124,000 square feet that have a single approved fire apparatus access road when all building are equipped throughout with approved automatic sprinkler systems. D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. 30' Tali Build in 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. 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. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. Z-6054-C 8421 Stagecoach Road Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Commercial and Industrial Developments — 2 means of access. - Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities exceeding 30 feet or three stories in height shall have at least two means of fire apparatus access for each structure. Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having a gross building area of more than 62,000 square feet shall be provide with two separate and approved fire apparatus access roads. Exception: Projects having a gross building area of up to 124,000 square feet that have a single approved fire apparatus access road when all building are equipped throughout with approved automatic sprinkler systems. D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. 30' Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D105.1— D105.4 D105.1 Where Required. Where the vertical distance between the grade plane and the highest roof surface exceed 30', approved aerial fire apparatus access roads shall be provided. For the purposes of this section the highest roof surfaces shall be determined by measurement to the eave of a pitched roof, the intersection of a roof to the exterior wall, or the top of the parapet walls, whichever is greater. D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed with of 26', exclusive of shoulders, in the immediate vicinity of the building or portion thereof. D105.3 Proximity to building. At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet and a maximum of 30 feet from the building, and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fire code official. D105.4 Obstructions. Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. Other obstructions shall be permitted to be places with the approval of the fire code official. nPad Fndt Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. 5-1787 Stewart Road and Simpson 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. 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-9207 5000 Hope Lane No Comment Z-9208 Full Plans review Z-2306-B 600 East 215t Street No Comment Z-9198 5801 Baseline No Comment Z-9210 324 Walnut Street No Comment Z-9209 6611 Young Road No Comment Z-7091-A 510 Brookside Drive Full plan review Z-9023-B 6608 Baseline Road Full plans 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. Fire H►►drants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. 5-1788 SEC Chenal Parkway and Wellington Hills Road Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Commercial and Industrial Developments — 2 means of access. - Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities exceeding 30 feet or three stories in height shall have at least two means of fire apparatus access for each structure. Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having a gross building area of more than 62,000 square feet shall be provide with two separate and approved fire apparatus access roads. Exception: Projects having a gross building area of up to 124,000 square feet that have a single approved fire apparatus access road when all building are equipped throughout with approved automatic sprinkler systems. D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. 30" Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D105.1— D105.4 D105.1 Where Required. Where the vertical distance between the grade plane and the highest roof surface exceed 30', approved aerial fire apparatus access roads shall be provided. For the purposes of this section the highest roof surfaces shall be determined by measurement to the eave of a pitched roof, the intersection of a roof to the exterior wall, or the top of the parapet walls, whichever is greater. D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed with of 26', exclusive of shoulders, in the immediate vicinity of the building or portion thereof. D105.3 Proximity to building. At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet and a maximum of 30 feet from the building, and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fire code official. D105.4 Obstructions. Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. Other obstructions shall be permitted to be places with the approval of the fire code official. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Fire Hvdrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. S-1788-A 15617 Chenal Parkwa 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. Loadin Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. Z-9211 West side of Chenal Parkwa Maintain Access: FireHydrants. drants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol- 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. 30' TaII Buildings - Maintain aerial fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D105.1— D105.4 D105.1 Where Required. Where the vertical distance between the grade plane and the highest roof surface exceed 30', approved aerial fire apparatus access roads shall be provided. For the purposes of this section the highest roof surfaces shall be determined by measurement to the eave of a pitched roof, the intersection of a roof to the exterior wall, or the top of the parapet walls, whichever is greater. D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed with of 26', exclusive of shoulders, in the immediate vicinity of the building or portion thereof. D105.3 Proximity to building. At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet and a maximum of 30 feet from the building, and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fire code official. D105.4 Obstructions. Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. Other obstructions shall be permitted to be places with the approval of the fire code official. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. Multi-FamilV Residential Developments As per Appendix D, Section D106.1 of the 2012 Arkansas Fire Prevention Code Vol. 1. Projects having more than 100 dwelling units. Multiple -family residential projects having more than 100 dwelling units shall be equipped throughout with two separate and approved fire apparatus access roads. Exception: Projects having up to 200 dwelling units may have a single approved fire apparatus access road when all building, including nonresidential occupancies are equipped throughout with approved automatic sprinkler systems installed in accordance with Section 903.3.1.1 or 903.3.1.2 As per Appendix D, Section D106.2 of the 2012 Arkansas Fire prevention Code Vol. 1. Projects having more than 200 dwelling units. Multiple -family residential projects having more than 200 dwelling units shall be provided with two separate and approved fire apparatus access roads regardless of whether they are equipped with an approved automatic sprinkler system. Fire 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-6860-E 5307 A 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. 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. S-1026-B 2400 West 65t" Street No Comment Z-7895-D 716 Appianway No Comment S-1240-0 Colonel Glenn Plaza Loo Maintain Access: Fire H drants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loadin Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Commercial and Industrial Developments — 2 means of access. - Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities exceeding 30 feet or three stories in height shall have at least two means of fire apparatus access for each structure. Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having a gross building area of more than 62,000 square feet shall be provide with two separate and approved fire apparatus access roads. Exception: Projects having a gross building area of up to 124,000 square feet that have a single approved fire apparatus access road when all building are equipped throughout with approved automatic sprinkler systems. D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. 30' Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D105.1— D105.4 D105.1 Where Required. Where the vertical distance between the grade plane and the highest roof surface exceed 30', approved aerial fire apparatus access roads shall be provided. For the purposes of this section the highest roof surfaces shall be determined by measurement to the eave of a pitched roof, the intersection of a roof to the exterior wall, or the top of the parapet walls, whichever is greater. D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed with of 26', exclusive of shoulders, in the immediate vicinity of the building or portion thereof. D105.3 Proximity to building. At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet and a maximum of 30 feet from the building, and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fire code official. D105.4 Obstructions. Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. Other obstructions shall be permitted to be places with the approval of the fire code official. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. 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. S. 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-5442-F 2410 South Battery Street Full Plans Review Z-1840-D 1 Huntington Road Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. 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-1620-A 3401-3423 Mabelvale Pike Full Plans Review Z-5574-D 2022 South Fillmore Full Plans Review Z-9103-A 10115 Rodney Parham Road Full Plans Review Z-6060-A 12417 Cantrell Road No Comment Regards, Captain Rhodes and Captain Hogue Office: 918-3710 Little Rock Wastewater'CoMments Project Number 5-1026-B Project Name Project Type Lot Z-2 A-R LR Industrial Replat Revise Bldg lines District Replat Project Number 5-1240-0 Project Name Project Type Steve Landers Kia Subdivision Site Plan Review Project Number 5-1787 Project Name Project Type Quick's Lake Place Preliminary Plat Project Number 5-1788 Project Name Project Type Wellington Creek Preliminary Plat- Comm'I Subdiv. Subdivision Project Number 5-1788-A Project Name Project Type Kum and Go Convenience Subdivision Multiple Bldg Site Plan Store Project Number Z-1620-A Project Name Project Type B&G Properties Planned Development: Industrial Project Number Z-1840-D Project Name Project Type Little Rock Racquet Club Planned Development: Office Project Number Z-2306-B Project Name Hawkins PCD Comment Made Sewer Available to this site. Comment Made Sewer Available to this site. Existing easements must be retained. EAD Approval Required for oil separator Comment Made Outside Service Boundary - No Comment. Comment Made Sewer main extension required with easements if new sewer service is required for this project (for Lot 1). Comment Made Sewer main extension required with easements if new sewer service is required for this project (for Lot 1).rbmoreland@sbcglobal.net Comment Matte Sewer Available to this site. Comment Made Sewer Available to this site. Project Type Comment Made Planned Development: Commercial Sewer Available to this site. Thursday, March 30, 2017 Page 1 of 3 Project Number Z-5442-F Project Name James Mitchell School Project Number Z-5574-D Project Name United Methodist Church Childrens Home Project Number Z-6054-C Project Name Fitts Auto Expansion Project Type Comment Made Planned Development: Commercial Sewer Available to this site. EAD approval required if food prep on site. Project Type Comment Made Planned Development: Office Sewer Available to this site. Existing easements must be retained. Project Type Comment Made Planned Development: Commercial Sewer Available to this site. Existing easements must be retained. Project Number Z-6060-A Project Name Project Type Dash Heating and Cooling Planned Development: Office Comment Made Sewer Available to this site. Existing easements must be retained. Project Number Z-6318-E Project Name Project Type Comment Made Chenal Market Revised Planned Development: Commercial Sewer Available to this site. Existing easements must be retained. Project Number Z-6860-E Project Name Project Type Comment Made Markham Harrison Planned Development: Office Sewer Available to this site. Properties parking lot Project Number Z-7O91-A Project Name Project Type Comment Made Presbyterian Village Chapel Planned Development: Residential Sewer Available to this site. Project Number Z-7895-D Project Name Project Type Comment Made J&R Properties PCD Planned Development: Commercial Sewer Available to this site. Project Number Z-89737-C Project Name Project Type Comment Made Davis Storage Development Planned Development: Commercial Sewer Available to this site. Thursday, March 30, 2017 Page 2 of 3 Project Number Z 9023-A Project Name Project Type 6608 Baseline Road PD-0 Planned Development: Office Project Number Z-9103-A Project Name Project Type Small Emergency Hospital Planned Development: Office Project Number Z-9207 Project Name Lawson West Project Number Z-9208 Project Name Grahams Property Management Project Number Z-9209 Project Name Arkansas Indoor Soccer Project Number Z-921O Project Name Lawson PD-R Project Number Z-9211 Project Name The Crest at Chenal Comment Made Sewer main extension required with easements if new sewer service is required for this project. Comment Made Sewer Available to this site. Existing easements must be retained. EAD Analysis required Project Type Comment Made Planned Development: Commercial Outside Service Boundary- No Comment. Project Type Comment Made Planned Development: Residential Sewer Available to this site. Existing easements must be retained. Project Type Comment Made Planned Development: Industrial Sewer Available to this site. Project Type Comment Made Planned Development: Residential Sewer main extension required with easements if new sewer service is required for this project. Project Type Comment Made Planned Development: Residential Sewer main extension required with easements if new sewer service is required for this project. Capacity Fee Analysis required. EAD Approval required if food prep on site. Thursday, March 30, 2017 Page 3 of 3 nnaa 11912 KANIS ROAD, SUITE F-8 LITTLE ROCK, ARKANSAS 72211 501-376-3676 FAX 376-3766 r S�— �� design, planning and interiors April 12, 2017 Ms. Donna James Subdivision Administrator Department of Planning & Development City of Little Rock 723 W. Markham Little Rock, AR 72201 RE: Davis Storage Development Long Form PD-C 8222 Stagecoach Road Little Rock, Arkansas 72210 City File # Z-8737-C Dear Ms. James: Following please find our response to Subdivision Comments on the above referenced project: Plannina Staff Comments: 1. Concur. 2. Concur. Information Sheet is Attached. 3. Survey will be provided. 4. Noted on revised Site Plan. 5. There are 12 buildings that house both climate storage and mini storage. 6. The proposed use is C-3/R-2 (General Retain/Mini-Warehouse). We are requesting a waiver on the paving of the graveled parking. 7. Signage will be per City of Little Rock Ordinance. 8. We will fence the Phase I area with 6' chain -link fencing. The fence will be modified per code upon future development. 9. Proposed dumpster location and screening are shown on the revised site plan. Dumpster hours will be 7am to 6pm Monday through Friday. Phase I development will utilize the existing dumpster next door. 10. Noted on revised Site Plan. 11. Noted on revised Site Plan. 12. The days and hours of operation for the office are Monday thru Saturday, 8:00 am to 4:00pm. There will be 24 hours a day, 7 days a week gate access. 13. Please see revised site plan. 14. The days and hours of operation for the office are Monday thru Saturday, 8:00 am to 4:00pm. There will be 24 hours a day, 7 days a week gate access. 15. There will be limited open storage. 16. The owner is in agreement that no businesses will be permitted to operate within units on this property. 17. The owner is in agreement that no flammable materials will be stored on this property.