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Home My WebLink AboutZ-8009-C ApplicationC4 03 f ICUP 03 REMINGTON:DR P t' PVD o3 CUP os 0 R2 R2` f 1fAEGTDN:V , R2 PID i 11 s n�olig PID 12 THIS SITE R2 Area Zoning City of Little Rock Planning & Development Case: Z -8009-C Location: Located south of and adjacent to 5310 Shackleford Road Ward: 7 N PD: 12 CT: 24.05 0 200 400 TRS: TIN R1 3W 22 Feet City of Little Rock Planning & Development Case No: Z -8009-C Name: Shackleford Warehouse #1 Zoning Site Plan Review Location: Located south of and adjacent to 5310 Shackleford Road Issue: Site Plan Review N A City of Little Rock Planning and Development Filing Fees Date ' ;� , 20 /JL Annexation $ Board of Adjustment $ Cond Use Permit/T UP $ Final Plat - j >. $ OY V Planned UnitD e�� Preliminary PI 0 Special Use Permit�r/�, Rezoning �' $ Site Plans $� Sheet Name Change $ Street Name Signs Number at ea $ Public Hearing S i ns _ Number_Lat." ea $ Total $Jp /L File No Location tf, ,�, • �'�, Appl'cai�# �TIL By City of Little Rock Department of Planning and Development Planning 723 West Markham Street Zoning and Little Rock, Arkansas 72201-1334 Phone: (501) 371-4790 Fax: (501) 399-3435 or 371-6863 Subdivision August 12, 2016 Holloway Eng. Surveying & Civil Design 200 Casey Drive Maumelle, AR 72113 Re: Z -8009-C - Shackleford Warehouse #1 Zoning Site Plan Review, located south of and adjacent to 5310 Shackleford Road Dear Sirs: This is to advise you that in connection with your request concerning the above referenced file number the following action was taken by the Planning Commission at its meeting on August 11, 2016: x Approved with conditions. Recommended approval with conditions. _ Recommended approval as submitted. Denied your request as submitted. Deferred to the Meeting. Other. If you have any questions please do not hesitate to contact me at 371-6821. Respectfully, Donna James, AICP Subdivision Administrator 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 July 11, 2016 South West Little Rock United for Progress Troy Laha 6602 Baseline Rd, Ste E Little Rock, AR 72209 REQUEST: Shackleford Warehouse #1 Zoning Site Plan Review Z -8009-C a reguest for site plan review of an office warehouse development located on 1-1 Industrial Park District zoned property. The site plan review is a re uirement of the zoning district to ensure compliance with the minimum criteria of the zoning district as well as other City ordinances. GENERAL LOCATION OR ADDRESS: located south of and aduacent to 5310 Shackleford Road OWNED BY/APPLICANT: Holloway Engineering Surveying and Civil Design. Mark Redder. Aaent (501.851.3366) NOTICE IS HEREBY GIVEN THAT an application for a Site Plan Review of the above property has been filed with the Department of Planning and Development. A public hearing will be held by the L.R. Planning Commission in the Little Rock Board of Directors Chambers, second floor, City Hall, 500 West Markham Street, on August 11, 2016 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 HOLLOWAY ENGINEERING Surveying, & Civil Design, I'LLC Rolkll I) Ilolluml.), III I'lur I uEmem Rc LIN11alnnl \rl.,mvn �ll�.l..lppl I om.aula Alab,una Kansas Ioa,. I'r, I and ti1j1\qo1 Rcpr+naUnn \Il,an,,n July 20, 2016 Donna ,lames Subdivision Administrator City of Little Rock Departnlent of Planning and Development 723 West Markham Street Little Rack, AR 72201 RE: Replat and Site Plan at the lot located Sauth and adjacent to 5310 Shacklelord Road, little Rock, Pulaski County, AR Dear Ms. James, Please lied attached the following for the above- rcicrenced project: I. Notice cif Public I fearing to property owners situated within 200 Icet ol,property 2, The Certified Receipts from the post ()('lice elated ,Idly 19, 2016, 3. The Certified list of property owners from Lenders Title Company. Inc. dated July 7, 2016, I f you neat further information regarding this project, please don't hesitate to call. Respectfully, Brandi Arps Office: 200 (aiscr Dri\•c, ;Maumelle, AR 72113 Phone: 501 851 3366 Fax: 501.851-3368 Email: cnt;.com "�ldes•d.,� NOTICE O I'IIBLIC I1FARING 14E1'()RE 'I'IIE LIT I•LF, ROCK PLANNING COMMISSION ON AN AI'I'IM ATION FOR SITE, PLAN IZI?\'11•W I n AI I mt 11,'1"+1 bunt I)111� t, 1111111 '00 iXI ill Ihr ialuntlal \ 1+1' Inuprl IE ;11: A I I I I I I". I-ol lo:,ac:1 South of a•,d adjacent In 6310 ShacklrNurkl Itodtl Ldllo hock I'ul.tskl r:ouoIv r\It (icnci,ll I ilc.iuoll. (ho West S fo or South Shacklufuld Ruud F. With of (ao;unvaler DOW: Ou ncd h, 1•I. Mk I+ropoftws 1.1 C lhupua.d I' r OlbcolWaluhouse auTTRE N(YI'ICk IS 111:1W.10' GIVVN 'I'llAT an appht•nlinn fill- Silk, Phut Revlo• has hrrn HIM u•illl Ihr Dcpannlonl ill' 1'I,,nning and Dc,tclnpnit•nl. r\ lwhlir hcitrin); un said applmloon will hr hrhl by Ihr I-mlc kuc•h I'lanniu,t ('ununiti iun in the Iivanl ill I)ilrrnvr> ('hanthrr, ticcund I lilur, ('II) I tall, t+n Ilitiosday. Aucausl 11. 2016 . ;tt d oo \I I. 11ART11IS IN IN•I•FIRkS•I' NI \1' i\I'I kAk Mill hr h:anl al acid 11111,' and placr, 111 111•p 1111tH) Ihr I'I;Inlnn,t ('ommimitm ill thclr clrttti till thi, u,nucl by Irllri 1\11 pcl.,nlls n11cl-0101 ill Ihi` lrI1110\1 ,11r tnrilrtl lu call ill vkh the D,p,nlul:nl ill I'Lrluliult ,Ind I)rtrinpmrnl, IJ t \Vt•\i NLnl;hvn..i71-•1790, ;11111 lu loliov ILc application and d1,com .11mr with Ihr Phlilliu!!. S1,111. AFFIDAVIT Ilrlrht crnil\ d.,I: 1 hark, m,lillyd all Ihr property Imnrr, ill ncnnl n+ in --0) Ic,'l ill Ihr allokc !IIollo Ih• t �uhj:rl plt+prll\ is hrul)I nmmidrlyd lul Siu• flan I Lwlrlt',ul 111;11 11 hl')! it l Iralrin,! tt111 hr h:ltl !,v Ihr I!nlr I{nrl I'lannnl;: (iluunl�sum .n tlla ilnc and p,xa dr+ hctl,lhm r. \l,ph ,utl ultt nrl lq aulh,u iirtl ,l)r1i1) —4- x RICERTIFIEDMAILO RECEIPT 11 DOM00110 millis t -I TT RUCK., AR 72202 Illlhld I .•n ilj 1,: r_ -a I= 1 II•aUun Ilvc�lll.1 Fnc el I , I-I(I I Ih. s{ulral.k Cjt ((:ndrv•t lur. nl ltcrpArnll} 11,111,1 ` tbne R,-!nrlrJ Uchvon• I ry �f I, I II I 11Ij r" I 161uJprd 1 1•ntl Iiwpun:rQ III - M 1, it -IT I- Ther4itX of Lit11e Rock, ACS, I?& LI�6 X116 _,. Yr: 1^ bene It'af the Little Rock SanitEiry ' -1Sawtr Committee 221 E. Capitol rrly Sl, r! Little Rock, AR 72202 Postal Ira CERTIFIED MAV RECEIPT IN, DOMOISMO.Mitil only CI ...r b LITTLE ROCK, AR""/2211 Fit t c rr{ FLl OurlihuJ F.'u �I I, I II I liulurn Flccnlpl 1:13CCI'I ;-I III f'oslmnrk 7 (Endrxsunu7nl Rogl+lre(1) Re.slo, ).[Yuilvwy f•,;t $1`1 , Ill'1 1 1 (I'mk),s0r.1"I rluqulmd) LTA X11 J" lor:!II,,: II%i1�/llllh 'Robert A. Vogel, 7 ni"r;, Management, LLC: G_� �a7fwVl.Sr1, 11219 Financial Center, Suite 300 r� Inrfe7l.lr,• Little Rock, AR 7221.1 I '�bbe•�11�111NYq _ M. .OSim Oervice'. AGI CERTIFIED . MAILP RECEIPT I•Yi DoM69110 Mail only r•�7 L r-ITTI.E ROCK f AR 7220,1 ,' f__I uhun R•.:,rn;l Foc �I.!.IIII F4J111„ph C3 Ila ulurbunCnl R6+p nrt:J) � t i,l � I Ill i !lgfH (rnif 1[::111( Ixr r.1 •Ilvi pry F I I �'I.LIII I Porc3lnunl fierinrudl fl n a (1., 1.7 �.r' Ir•Igl I• - In r51 L! 7/1 R/?1.11 t, $ 1H r• I Central Arkansas Water c� ;tihun, P.O. Box 1789 rte• 1+, r>o N Little Rock, AR 72201•1789 �+y-r4.!•M1sy.wax..,..,.r'u` �aaWkli.ii.kl�ti�l( .o Lr) CERTIFIED.a rilDomestito mmi i CSI Iti t.1 m -F ROCKY AR 722(it r—1 _ CJ xx rfl f u:'.11RjG' 1a 111 1 �<+,JiI 1;• 111 Curhfiedl'u.n �II,IIII f-1 II;III) ` C-1 FlUIVrrI Ruumpl Fu,) I F'dHurr,yk 171([indul;.ulnnnl FlagtJnall!"I, I:11'I Ih•<r: r?c: Inl:lod Dnbvcry fry �I,I , 111'1 - IJ 11=ndunnnlerll Rogluwrl) f11 rnuC ,i �•S.+Ir rr Hartrhn, Whitley, MoKee, Prahl 1 1 I •+ ..r 400 West Capitol, !-,Llite 9200 Little Rock, AR 72201 1 r.rry. ^n ' _=awl MMR CERTIFIED MAILO RECEIPT ,.n Domeavo go only I�J 71-iTLr: NOCK, AN 772134 V Ll f%� r liud r'rr.• j i'f , I H 3 1-1 I ir�,llii 5•;r.,lrr.vl 1--! flnh.rrtF4:crrprr'.••, I..� !?•!rtJrn�mlrrl Iiltq.rifs�ll I.I 1, i ll,l I'rrrc- ftar�ritU.+J l)ullrelrry 1'!:r � Yi,i, 1711 i:.i l�rWrw:r,rrr+int Ntnp+irhrry I 1 Tnlrsfr J)'usitf +trl�ASlti��•Il tii�a'31.r51YiIrI�E1��i�'i�.6 I" C.IILur% A M 13�I}lii :.� Si�nr ru ,t',1 1pStIILI�tE� ! I ^I If r ! , .�'I°2d Siage'cu_tcii Ibc� i9 S' or Jti rat. is+��. ,l•.r Little Fb:(.?ck. �!� 7;%'t{)<t r I Q,' • s . uo 11SHIPIZONE-SEAROU + FA Date: July 7, 2016 Pile Number: 15-006938-180 Prepared For: ITR Con struction/1JolIoway Engineering Lenders Title Company has searched the records of the Circuit Clerk of Pulaski County, Arkansas to determine the apparent ownership of property within 200 feet of the perimeter of the following described property as of June 20, 2016 at 8:00 AM Lands lying in the NW 1/4 of the SW 1/4 of Section 22, Township I North, Range 13 West, more particularly described as follows: Commencing at a cotton picker spindle at the Southeast corner of the NW 1/4, SW 1/4 of said Section 22, thence North 88 degrees 26 minutes 04 seconds West 40,01 feet to a point on the west right of way of Shackleford Road which is also the point of beginning; thence forth 88 degrees 26 minutes 04 seconds West 435,81 feet; thence North 01 degrees 51 minutes 52 seconds Fast 462,88 feet; thence South 87 degrees 54 minutes 27 seconds Fast 440,66 feet to a point on the west right of way of Shackleford Road; thence continue along said right of way South 02 degrees 28 minutes 14 seconds West 458,87 feet to the point of beginning containing 4.636 acres 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 Circuit Clerk ofPWaski County, Arkansas: Part of the SW 1/4 of the SW 1/4 and part of the NW1/4 of the SW 1/4, of Section 22, Township 1 North, Range 13 West Central Arkansas Water P. 0, Box 1789 Tittle Rock, Arkansas 722031789 Part of the NWI/4 of the SW 1/4 of Section 22, Township 1 North, Range 13 West The City of Little Rock, Arkansas, for the use and benefit of the Little Rock Sanitary Sewer Committee 221 E, Capitol Little Rock, Arkansas 72202 Lot 1, Shackleford West Office Park Joseph Maurice Hartman and Carol Elizabeth Hartman, Trustees u/t/a dated 4/29/88 (undivided 18.2456% interest) Donald Arthur Whitley and Susan IIelen Whitley, Trustee U/A dated September 18, 1985 (undivided 6,9376% interest) Anita K. McKee, as Trustee of the McKee Family Trust dated November 1, 2005 (undivided 48,2173% interest) urc • Ownarship Zonc Scnroluir 1 of 2 Bonnie B. Hartmann, Trustee of the J. & B. Hartmann Family Trust dated January 23, 2004, as Amended and Restated on September 11, 2014 (undivided 4.2792% interest) William M. Hartmann and Claire T. Hartmann, husband and wife (undivided 9.1228% interest) James 1-1. Hartmann and Lorilee J. Hartmann, husband and wife (undivided 9,1228% interest) Brett Prahl (undivided 4.0747% interest) c/o 400 West Capitol, Suite 1200 Little Rock, Arkansas 72201 Part of the NE1/4 of the SW1A of Section 22, Township 1 North, Range 13 West Robert A. Vogel, Management LLC, an Arkansas LLC c/o 11219 Financia] Center, Ste. 300 Little Rock, Arkansas 72211 Part of the NE 1/4 of the SW 1/4, and a]1 of the SE1/4 of the SW1A of Section 22, Township 1 North, Range 13 West Trustees of Antioch Missionary Baptist Church and Missionary Baptist Seminary and Institute 5124 Stagecoach Road Little Rock, Arkansas 72204 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, Issued at: LENDERS TITLE COMPAN y One Allied Drive, Suite 1710 Little hock, Arkansas 72202 Issuing Agent License No.100111646 Sincerely, Lenders Title Company Arkansas License No. 100111646 By:.t� P Charles E. l loiman 'title Agent License Number, 9895379 HOLLOWAY ENGINEERING Surveying, &. Civil Design, PLLC Robert D Holloway, P. E Prof. Engineer Registration Arkansas Mississippi Louisiana Alabama Kansas Texas Prof. Land surveyor Registration Arkansas July 5, 2016 Donna James Subdivision Administrator City of Little Rock Planning and Development 723 West Markham Street Little Rock, Arkansas 72201-1334 Re: Office/Warehouse located Lot located South of and adjacent to 5310 Shackleford Road, Little Rock, Pulaski County, AR Dear Ms. James, Please find attached 18 copies of the proposed Site Plan, and 3 copies of the survey. As you know we would like reserve the zoning change that was requested on this property in a previous Planning Commission action, we are asking that the zoning go back to the original 1-1 Industrial Zoning which allows office/warehouse development. We will also ask for advance grading of the site prior to building permit and for a variance from Sections 30-43 and 31-210 to allow the drives located on S. Shackleford Road and Clearwater Drive to be located closer than the minimum distance required by the Little Rock Code of Ordinances If you hav/en questi ns or comment please me at 501-851-3366. ;Stirely, Mark Red Office: 200 Casey Drive, Maumelle, AR 72113 Phone: 501-851-3366 Fax: 501-851-3368 Email: admin@holloway-eng.com sitpin.doc INFORMATION SHEET FOR SUBDIVISION PUD's PD's, ZONING OR SUBDIVISI6N SITE PLAN REVIEWS ITEM NO. DATE 6-5-16 FILE NO. N , N4E, Shackleford Warehouses #1 03/01/10 LOCATION: Lot located South of and adjacent to 5310 Shackleford Road DEVELOPER: RPM Group STREET ADDRESS P.O. Box 7300 CITY/STATE/ZIP Little Rock, AR 72217 TELEPHONE NO. 501-664-7807 ENGINEER: Holloway Engineering, Surveying & Civil Design, PLLC STREET ADDRESS 200 Casey Drive CITY/STATE/ZIP Maumelle, AR 72113 TELEPHONE NO. 501-851-3366 AREA 4.636 FT. NEW STREET none ZONING PZD PLANNING DISTRICT 12 VARIANCES REQUESTED 1.) 2.) 3.) 4.) NUMBER OF LOTS 1 PROPOSED USES Office/Warehouse CENSUS TRACT 2405 sitpin.doc NOTICE OF PUBLIC HEARING BEFORE THE LITTLE ROCK PLANNING COMMISSION ON AN APPLICATION FOR SITE PLAN REVIEW To ALL owners of land lying within 200 feet of the boundary of property at: Address: Lot located South of and adjacent to 5310 Shackleford Road, Little Rock Pulaski County, AR General Location: The West Side of South Shackleford Road & North of Clearwater Drive Owned by: LL Ark Properties, LLC Zoning: PZD Proposed Use: Office/warehouse 03/01/10 NOTICE IS HEREBY GWEN THAT an application for Site Plan Review has been filed with the Department of Planning and Development. A public hearing on said application will be held by the Little Rock Planning Commission in the Board of Directors Chamber, Second Floor, City Hall, on Thursday, August 11, 2016 at 4:00 p.m, ALL PARTIES IN INTEREST MAY APPEAR and be heard at said time and place, or may notify the Planning Commission of their views on this matter by letter. All persons interested in this request are invited to call or visit the Department of Planning and Development, 723 West Markham, 371-4790, and to review the application and discuss same with the Planning staff. AFFIDAVIT I hereby certify that I have notified all the property owners of record wi in 200 feet of the above property that subject property is being considered for Site Plan evicw an that a Public Hearing will be held by the Little Rock Planning Commission at [h i11ie and p cedes des bed above. Applicant (owner or authorized agent) (Date) sitpin.doc AFFIDAVIT 03/01/10 LIX, +�4 LQrt certiy by my signature below that I hereby authorize [TD��i]W�'� �t�Illnefl�i_ to act as my agent regarding the Planning Commission, Rezoning, and City Council qIbmission of the below described property. Property described as: Lot located South of and adjacent to 5310 Shackleford Road, Little Rock Pulaski County, AR n, ire of Ti 1 ]der Bald Subscribed and sworn to me a Notary Public on this day of No ary 'uhlic Commission Expires: -it) SAMIA .l4HNSTCN Pulaski County Commission Number 12695381 Notary Public - Arkansas My Commission Expires September 16, 2025 sitpin.doc CASE NO.7.- Z DATE . 712h. DOCKETED FOR MEETING ON STREET RIGHT-OF-WAY AGREEMENT LOCATION/ADDRESS r •' �' - 03/01/10 V r, / , do hereby agree/disagree to dedicate to the public any needed right-of-way as required by the Master Street Plan for a public street abutting property on which I am requesting Site Plan Review. 1, e.sCzf , agree / disagree to provide at my expense an easement deed and/or other documents as nece,,%ary conveying such right-of-way to the public. L 1 APPL[CANT/OWN1:R 1)ATE I 1 (IF THE ABOVE SI ATURE R RESENTS AN APPLICANT OTHER THAN THE TITLE HOLDER, ATTACHMENT OF A LETTER IS REQUIRED AUTHORIZING THIS PERSON. TO ACT IN BEHALF OF THE TITLE-HOLDER.) Public Works Review Comments Board of Adjustment Planning Agenda Date: 8/11/2016 Z File Number Z-9150 East Village PCD 1200 - 1400 E. 6th St. 1 Due to the proposed use of the property, the Master Street Plan specifies that Shall Street for the frontage of this property must meet commercial street standards. Dedicate right-of-way to 30 feet from centerline. 2 Obtain a franchise agreement from Public Works (Bennie Nicolo, 371-4818) for the private improvements located in the right-of-way including pavers, colored concrete with score pattern, street trees, irrigation, electrical for lighting trees, etc... 3 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvements to E. 6th St, adjacent to the subject property proposed for redevelopment including 5 -foot sidewalks. The street improvements include the construction of a left turn lane or a portion of a left turn lane at Shall St. At the left turn lane, the street section should be 36 ft at its widest with 200 ft of stack and 100 ft of taper. Plans should reflect the left turn lane. 4 Property on the southside of E. 6th St. is shown to be of the same ownership and proposed to be redeveloped but no proposed street improvements are shown. Is a waiver being requested for those improvements? 5 Shall St. should be constructed with at least 20 ft curb radiuses. 6 The location of the pedestrian crossing on the west end of E. 6th St. should be moved to the Shall St. intersection due to limited sight distance from railroad bridge obstructions. 7 All driveways shall be concrete aprons per City Ordinance. 8 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 9 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 entire development proposed to be constructed in 1 phase or several phases. If constructed in several phases; is an advanced grading permit being requested? Street improvements cannot be deferred to the last phase. Show phases of construction. 10 Per Sec. 29-102 an evaluation should be conducted on the basis of existing downstream development and any analysis of stormwater runoff with and without the proposed development. If the proposed development will cause or increase downstream flooding conditions, provisions to minimize such flooding conditions should be included in the design of the storm management improvements. Such provisions may include downstream improvements and/or detention of stormwater runoff and its regulated discharge to the downstream storm drainage system. 1 1 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, Tuesday, July 19, 2016 Page I of 2 12 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 13 Street Improvement plans shall include signage and striping. Public Works must approve completed plans prior to construction. 14 Street lights are required by Section 31-403 of the LR code. Provide plans for approval to Traffic Engineering. Street lights must be installed prior to platting/certificate of occupancy. Contact Traffic Engr 379-1813 (Greg Simmons) for more info. 15 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. The width of driveway must not exceed 36 feet. Driveway spacing on this commercial street is at least 250 ft from other driveways and intersections and 125 ft from side property lines. Variances must be requested. 16 "Stop" signage is shown on E. 6th St. Signage is not approved by this application and must meet traffic warrants and analysis requirements prior to installation. Tuesday, July 19, 2016 Page 2 of 2 Public Works Review Comments Board of Adjustment Planning Agenda Date: 8/11/2016 Z File Number S-1777 The Parks Subdivision Pre Plat 9600 - 9700 Blk Mann Road 1 Mann Rd 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 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Mann Rd including 5 -foot sidewalks with planned development. The new back of curb should be located 18 ft from centerline. Additional widening to 24 ft from centerline, tapers, and striping should be provided for lane shifts and WB left turn lanes. Additional paving maybe required to comply with AASHTO guidelines. 3 Provide phasing plan for subdivision construction. Proposed Improvements Mann Road cannot be deferred to the last construction phase. 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 advance grading variance requested to advance grade future phases of the subdivision with the issuance of a grading permit for the previous phase? If a variance is being requested, undisturbed buffers or berms should be maintained as found in the Land Alteration Regulations. 5 The proposed trail system layout will require pedestrians to walk in high traffic volume streets where sidewalks are required to be installed per the Master Street Plan per not proposed by this plan. Sidewalk should be provided adjacent to public streets and/or additional trails provided for better connectivity between homes and trails. Access considerations should be given for fenced in yards. 6 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 due to the large drainage areas at the rear of lots. 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 property owners association as detailed in the bill of assurance. 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. 9 Street lights are required by Section 31403 of the LR code. Provide plans for approval to Traffic Engineering. Street lights must be installed prior to platting/certificate of occupancy. Contact Traffic Engr 379-1813 (Greg Simmons) for more info. 10 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. 11 All public drainage easements must be unobstructed and access provided to the public right-of-way by constructed infrastructure and/or documented on the final plat. Monday, July 18, 2016 Page I of 2 12 All public drainage easements must contain drainage infrastructure approved by the City of Little Rock Public Works Department. 13 Access to detention ponds must be provided to the public right-of-way and/or access easement for future maintenance by the developer and/or local property owners' association. 14 Street names and street naming conventions must be approved by Public Works. Contact Glenn Haley at (501) 371-4537. Cascade Lane is a duplication and cannont be used. Big Bend Lane is too long in distance to be labeled as a lane. Consideration should be given to rename to "Drive". 14 If Big Bend Lane is constructed to a residential standard street, the minimum radius is 150 ft normal crown. 16 Additional traffic calming measures should be provided on Big Bend Lane on the east side of the development. 17 Big Bend Lane and Glacier Bay Drive should be constructed to a residential collector standard of 31 ft wide with sidewalk on 1 side or a trail system due to the expected volume of traffic. The minimum radius should be 275 ft normal crown or 235 ft super -elevated. 18 Due to the proposed configuration, there is limited sight distance at the intersection of Big Bend Lane and Sequoia Lane. 19 The secondary emergency access should be constructed to the existing pavement of Peace Valley Road. Monday, July 18, 2016 Page 2 of 2 Public Works Review Comments Planning Commission Board of Adjustment Agenda Date: 8-11-16 Z File Number LA -0071 12110 Stagecoach Road Advanced Grading Variance 12110 Stagecoach Rd 1 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. 2 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 Storm water detention ordinance applies to this property to be provided in accordance with Chapter 29, Article IV. Design Criteria and Performance standards. 4 Per Sec. 29-197(2), the grading shall be expeditously completed in a time frame not to exceed one (1) year in duration from the time work commences to installation of all final erosion control measures and vegetation. 5 Per Sec. 29-197(1 1), a permanent vegetative cover of suitable perennial grass shall be established over all disturbed areas. Where indicated by soil tests, pH adjustments and addition of fertilizer may be required. Per Sec. 29-197(12), all erosion and stabilization controls, including permanent vegetation and plantings and stormwater detention systems are to be maintained by the responsible part for a growth. period of 2 years following completion of site grading. 7 Per Sec. 29-197(12), periodic mowing, generally 2 times per year or more often if required by CLR shall be provided to encourage perennial grass Per Sec. 29-197(13), maintenance for the 2 year period shall be guaranteed through posting of cash, surety bond or letter of credit as referenced in Sec. 31-431(2) at the time of final inspection of the grading activities. 9 Per Sec. 29-197(14), all required federal, state, and local permits and approvals shall be obtained prior to commencement of land alteration activities. 10 A special Grading Permit for Flood Hazard Areas will be required per Sec. 8-283 prior to construction. 11 Public works staff must be contacted for inspection for final approval of site stabilization prior to acceptance and relinquishment of maintenance bond. 12 Since no trees exist adjacent to Stagecoach Rd, temporary berms are required to be constructed adjacent to Stagecoach Road to obstruct views from Stagecoach Rd. Berms should also be constructed adjacent to other neighboring properties where a sufficient tree buffer to obstruct views is not established. 13 The site should be signed with a Land Alteration Variance sign acquired from Vince Floriani in Public Works Dept. Monday, July 18, 2016 Page I of 10 Z File Number S -1064-C Lot 16 Chambers Addition Replat 0 No comments Z File Number S -1424-G Sienna Lake Subdivision Blk 6 Pre Plat 18 Sheila Lane Sienna Lake Drive across from West Lake Lane 1 100 year overflow swales must be constructed and placed within public drainage easements. 2 All public drainage easements must be unobstructed and access provided to the public right-of-way by constructed infrastructure and/or documented on the final plat. 3 All public drainage easements must contain drainage infrastructure approved by the City of Little Rock Public Works Department. 4 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 6 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. Z File Number S-1776 Mountain Valley Pre Plat 25616 Hwy 10 1 Hwy 10 is classified on the Master Street Plan as a principal arterial. Dedication of right-of-way to 55 feet from centerline will be required. 2 Pleasant Grove Road is classified on the Master Street Plan as a residential street. A dedication of right-of-way 34 feet from centerline will be required for a local residential street with open drainage. 3 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Hwy 10 including 5 -foot sidewalks with planned development. AHTD has denied improvements to Hwy 10. A payment in -lieu of construction cannot be requested due to the property is outside the city limits. 4 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Pleasant Grove Road. Pleasant Grove Road should be constructed to a local residential street with open drainage as found in the MSP with 12 ft lanes, 6 ft pave shoulder, and open ditch. 5 The pedestrian trail system seems to promote pedestrians to walk in the streets to access the trails with very little connection or access points with fences constructed in rear yards. 6 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner association as defined in the bill of assurance. 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 The property shows to be within the floodplain. Contact Pulaski County Planning pertaining to floodplain requirements. Monday, July 18, 2016 Page 2 of 10 9 Where is the proposed access for the treatment facility? 10 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. 11 Since the street is proposed to be 24 ft in width, show on the plan the area of street where parking will be restricted to one side. 12 Access to detention ponds must be provided to the public right-of-way and/or access easement for future maintenance by the developer and/or local property owners' association. 13 100 year overflow swales must be constructed and placed within public drainage easements. 14 All public drainage easements must be unobstructed and access provided to the public right-of-way by constructed infrastructure and/or documented on the final plat. 15 Provide the phasing plan. Are street improvements to Pleasant Grove Road planned to be constructed with Phase 1 ? Z File Number S-1777 The Parks Subdivision Pre Plat 9600 - 9700 Blk Mann Road 1 Mann Rd 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 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Mann Rd including 5 -foot sidewalks with planned development. The new back of curb should be located 18 ft from centerline. Additional widening to 24 ft from centerline, tapers, and striping should be provided for lane shifts and WB left turn lanes. Additional paving maybe required to comply with AASHTO guidelines. 3 Provide phasing plan for subdivision construction. Improvements to made to Mann Road cannot be deferred to the last construction phase. 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 advance grading variance requested to advance grade future phases of the subdivision with the issuance of a grading permit for the previous phase. 5 The proposed trail system layout will require pedestrians to walk in high traffic volume streets where sidewalks are required to be installed per the Master Street Plan. Sidewalk should be provided adjacent to public streets and/or additional trails provided to connect pedestrians to the trail system. 6 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 due to the large drainage areas at the rear of lots. 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 property owners association as detailed in the bill of assurance. 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. 9 Street lights are required by Section 31-403 of the LR code. Provide plans for approval to Traffic Engineering. Street lights must be installed prior to platting/certificate of occupancy. Contact Traffic Engr 379-1813 (Greg Simmons) for more info. Monday, July 18, 2016 Page 3 of 10 10 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. 1 1 All public drainage easements must be unobstructed and access provided to the public right-of-way by constructed infrastructure and/or documented on the final plat. 12 All public drainage easements must contain drainage infrastructure approved by the City of Little Rock Public Works Department, 13 Access to detention ponds must be provided to the public right-of-way and/or access easement for future maintenance by the developer and/or local property owners' association. 14 Street names and street naming conventions must be approved by Public Works. Contact Glenn Haley at (501) 371-4537. Cascade Lane is a duplication and cannont be used. Big Bend Lane is too long in distance to be labeled as a lane. Consideration should be given to rename to "Drive". Z File Number 5-1778 Lots 1 and 2 Miles Add. Pre Plat 16604 Pride Valley RD 1 Pride Valley Rd is classified on the Master Street Plan as a collector street. A dedication of right-of- way 30 feet from centerline will be required. Z File Number Z -5178-D Lot 1 W Markham Parkway Add Rev PCD 13401 Chenal Parkway 1 Old Town 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. Z File Number Z -5511-G Better Lawns and Gardens PCD 17605 Crystal Valley Road 1 Crystal Valley 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 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Crystal Valley Rd with planned development. A 6 ft paved shoulder should be constructed along the property frontage. 3 All driveways shall be concrete aprons per City Ordinance. 4 Storm water detention ordinance applies to this property when additional impervious surface is constructed. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or land owner. 5 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. Driveway spacing on arterial streets is at least 300 ft between driveways and 150 ft from side property line. The width of driveway must not exceed 36 feet. A variance is required to be obtained for the driveway locations. Monday, July 18, 2016 Page 4 of 10 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. Sight distance to the south maybe insufficient. Z File Number Z -5991-E Tract 1 The Village of Wellington PCD 700 Wellington Hills Rd 1 Sidewalks with appropriate handicap ramps are required to be installed adjacent to Wellington Hills Rd 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. 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 1 5 If disturbed area is I or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 6 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. Driveway spacing on an arterial street is 150 ft from the side property line and 300 ft from other driveways or intersections. A variance must be requested for the second driveway near the south property line. 7 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. 8 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 9 The proposed parking on the southside of the building should be turned to either 45 or 60 degree to promote 1 directional flow from north to south. Z File Number Z -6973-G Lot 4, The Village at Col Glenn Rev PCD 13700 Block of David O Dodd Rd 1 David O Dodd Rd is classified on the Master Street Plan as a minor arterial. A dedication of right-of- way 45 feet from centerline will be required. 2 Lawson Rd Cutoff is classified on the Master Street Plan as a minor arterial. A dedication of right-of- way 45 feet from centerline will be required. 3 Due to the proposed use of the property, the Master Street Plan specifies that Lawson Road for the frontage of this property must meet commercial street standards. Dedicate right-of-way to 30 feet from centerline. 4 A 20 feet radial dedication of right-of-way is required at the intersection of Lawson Rd Cutoff and Lawson Road. 5 Due to an arterial Uarterial intersection, a 75 feet or more radial dedication of right-of-way is required at the intersection of David O Dodd Rd and Lawson Rd Cutoff. Monday, July 18, 2016 Page 5 of 10 6 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Lawson Rd including 5 -foot sidewalks with planned development. The new back of curb should be located 18 ft from centerline. Staff cannot recommend approval of deferring boundary street improvements to the last phase of development. 7 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to David O Dodd Rd including 5 -foot sidewalks with planned development. The new back of curb should be located 29.5 ft from centerline. In addition due to the arterial/arterial intersection, a right turn turn should also be constructed on David O Dodd Road with 200 ft of stack and 100 ft of taper. The right turn lane will move the new back of curb to 40.5 ft from centerline at the intersection. Staff cannot recommend approval of deferring boundary street improvements to the last phase of a development. 8 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Lawson Road Cutoff including 5 -foot sidewalks with planned development. The new back of curb should be placed 29.5 ft from centerline. Staff cannot recommend approval of deferring boundary street improvements to the last phase of development. 9 Provide access ramps at intersections. 10 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is advanced grading of future phases requested when construction is imminent on Phase I? If advanced grading is proposed for future phases, berms or temporary undisturbed buffers should be maintained in conformance with Land Alteration Regulations. 11 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner association. 12 If disturbed area is l or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 13 Street lights are required by Section 31-403 of the LR code. Provide plans for approval to Traffic Engineering. Street lights must be installed prior to platting/certificate of occupancy. Contact Traffic Engr 379-1813 (Greg Simmons) for more info. 14 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. The Lawson Road driveway is not located at least 125 ft from the side property line. The width of driveway must not exceed 36 feet. A variance must be requested. 15 Provide proposed truck route to unload vehicles within the site instead of on the public street. A couple of the turns appear to not be manueverable by a WB -60 vehicle. 16 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. 17 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 18 Show locations of driveways on the south side of David O Dodd Road to determine any turning conflicts. Z File Number Z -8009-C Shackleford Warehouse 41 Zoning Site Plan Review South of 5310 Shackleford Rd Monday, July 18, 2016 Page 6 of 10 I Shackleford Rd is classified on the Master Street Plan as a minor arterial. A dedication of right-of- way 45 feet from centerline will be required. 2 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Shackleford Rd including 5 -foot sidewalks with planned development. The new back of curb should be 29.5 ft from centerline. 3 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to 4 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. 5 Are gates proposed to be installed. If so the gates can be located no closer than 20 ft from the new back of curb. 6 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 7 Street lights are required by Section 31-403 of the LR code. Provide plans for approval to Traffic Engineering. Street lights must be installed prior to platting/certificate of occupancy. Contact Traffic Engr 379-1813 (Greg Simmons) for more info. 8 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. 9 The proposed driveway locations create the opportunity for cut thru traffic and should be relocated or gates installed. 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 -8233-B Longleaf Cove Lot 24 Rev PD -R 2 Longleaf Cove 0 No comments Z File Number Z -8872-A 510 - 524 Main Street Rev PCD 510 - 524 S. Main St. 0 No comments Z File Number Z -9105a Stone Crest Apartments PD -R 9700 Baseline Rd 1 A 20 feet radial dedication of right-of-way is required at the intersection of Herrick Lane and Baseline Rd. 2 Baseline Rd is classified on the Master Street Plan as a principal arterial. Dedication of right-of-way to 45 feet from centerline will be required. 3 A 20 feet radial dedication of right-of-way is required at the both sides of the intersection of Winston Drive and Baseline Rd. Monday, July 18, 2016 Page 7 of 10 of 5- 4 The old driveway not in use along with the culvert on Baseline Road should be removed. Contact Dan Ivy, AHTD, District 6 for permitting at 501-569-2171. 5 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 6 Vehicles backing out into the public right-of-way are not permitted. Driveways exceeding 36 ft also are not permitted. By the use of wheel stops, landscape areas or fence, one (1) a one way exit driveway should be constructed near the north property line on Herrick Lane. The Herrick Lane driveway should not exceed 15 ft wide. The proposed parking should be angled on the west side the existing buildings. 7 The parking stalls on the northside of the existing building are only 7 ft wide. Vehicles backing out into the public right-of-way are not permitted. Driveways exceeding 36 ft also are not permitted. By the use of wheel stops or landscape areas, a driveway should be constructed just south of the existing building at a location to provide efficient and safe vehicle movements. The driveways should be not exceed 26 ft. Due to the limit space to right-of-way, the asphalt pavement on the east side of the existing building on Winston Drive should be removed and replaced with sod and landscaping. 9 With site development on Lot 1, provide design of street conforming to the Master Street Plan. Construct curb and gutter on the west side of Winston Dr. 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. 1 I With future site expansion or construction of new structures, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to the boundary streets including foot sidewalks with planned development. 12 Obtain a franchise agreement from Public Works (Bennie Nicolo, 371-4818) for the private improvements including parking, parking aisles, fence, gates, and barriers located in the right -of - 13 Provide proposed striping plan for the parking lot on the east side of Winston Drive. 14 The call boxes should be located at least 30 ft from the back of the street curb. Z File Number Z-9149 15th and Park Lane PD -R 515 - 519 E. 15th St 1 A 20 feet radial dedication of right-of-way is required at the intersection of E. 15th St. and Park Lane. 2 The driveway apron on Park Lane should be narrowed to the width of the shared gravel driveway. Curb and gutter should be installed where driveway apron is removed. Z File Number Z-9150 East Village PCD 1200 - 1400 E. 6th St. Due to the proposed use of the property, the Master Street Plan specifies that Shall Street for the frontage of this property must meet commercial street standards. Dedicate right-of-way to 30 feet from centerline. Monday, July 18, 2016 Page 8 of 10 2 Obtain a franchise agreement from Public Works (Bennie Nicolo, 371-4818) for the private improvements located in the right-of-way including pavers, colored concrete with score pattern, street trees, irrigation, electrical for lighting trees, etc... 3 A bike lane is only shown on the south side of the street. The Master Bike Plan requires a minimum 6 ft wide bike lane measured from the back of curb on both sides of the street. 4 With construction of bike lanes, the minimum street width on 6th St. is 34 ft from back of curb to back of curb. 5 Shall St. should be at least 20 ft curb radiuse . 6 Pedestrian crossing location 7 All driveways shall be concrete aprons r City Ordinance. 8 Repair or replace any curb and gutter r sidewalk that is damaged in the public right-of-way prior to occupancy. I 9 A gr ding permit in accordance th section 29-186 (c) & (d) will be required prior to any land cleari or grading activities at e site. Other than residential subdivisions, site grading and drains plans must be submi d and approved prior to the start of construction. Is the entire develop ent proposed to be onstructed in 1 phase or several phases. If constructed in several phases, is n advanced gra ' g permit being requested? Street improvements cannot be deferred to the last aha . Show pll es of construction. 10 Per Sec. 29-1 2 an eva ation should be conducted on the basis of existing downstream development and any analys of st water runoff with and without the proposed development. If the proposed development, ca se or increase downstream flooding conditions, provisions to minimize such flooding conditio should be included in the design of the storm management improvements. Such provisions may i ude downstream improvements and/or detention of stormwater runoff and its regulated disc' ge o the downstream storm drainage system. 1 1 Storm water etenti ordinance applies to this property. Show the proposed location for stormwater detention f ilities o the plan. Maintenance of the detention pond and all private drainage improveme, is is the re onsibility of the developer and/or property owner.. 12 If distur o d area is 1 ormore acres, obtain a NPDES storm water permit from the Arkansas Dep ent of Environme tal Quality prior to the start of construction. 13 Stre Improvement plans shall include signage and striping. Public Works must approve completed pla s prior to construction. 14 Sieet lights are required by Section 31-403 of the LR code. Provide plans for approval to Traffic Engineering. Street lights must be installed prior to platting/certificate of occupancy. Contact Traffic Engr 379-1813 (Greg Simmons) for more info. 15 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. The width of driveway must not exceed 36 feet. Driveway spacing on this commercial street is at least 250 ft from other driveways and intersections and 125 ft from side property lines. Variances must be requested. Z File Number Z-9151 Porter PCD 9325 Hwy 10 1 Ferndale Cutoff is classified on the Master Street Plan as a principal arterial. Dedication of right-of- way to 55 feet from centerline will be required. At arterial-artrial intersections, an additional 10 ft of right-of-way should be dedicated for 250 ft in length for a future right turn lane. Monday, July 18, 2016 Page 9 of 10 2 Hwy 10 is classified on the Master Street Plan as a principal arterial. Dedication of right-of-way to 55 feet from centerline will be required. 3 A 100 feet radial dedication of right-of-way is required at the intersection of Ferndale Cutoff and Hwy 10. 4 Portions of the subject property shows to be within the regulatory floodplain. Contact Pulaski County Planning Dept, about specific conditions and regulations. 5 With future site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Hwy 10 and Ferndale Cutoff including 5 -foot sidewalks with planned development. Monday, July 18, 2016 Page 10 of 10 Little Rock Wastewater Comments Project Number S -1064-C Project Type Project Name Project Type Lot 16 Chambers Addition Replat Project Number S -1424-G Project Type Project Name Project Type Sienna Lake Subdivision Preliminary Plat Block 6 Project Number 5-1776 Project Name Project Type Mountain Valley Preliminary plat Project Number S-1777 Preliminary plat Project Name Project Type The Parks Subdivision Preliminary plat Project Number Z-1778 Project Name Project Type Lots 1 and 2 Miles Addition Preliminary plat Project Number Z -5178-D Project Name Project Type West Markham Parkway Revised PCD Addition Project Number Z -5511-G Project Name Project Type Better Lawns and Gardens Planned Development Commercial Project Number Z -5991-E Project Name Project Type Tract 1 The Villages at Planned Development Commercia Wellington Comment Made Sewer Available to this site. Comment Made Sewer main extension required with easements if new sewer service is required for this project. Capacity fee analysis required. Comment Made Outside Service Boundary - No Comment. Comment Made Sewer main extension required with easements if new sewer service is required for this project. Capacity Fee Analysis Required. Comment Made Outside Service Boundary - No Comment. Comment Made Sewer Available to this site. Comment Made Outside Service Boundary - No Comment. Comment Made Sewer Available to this site. Capacity Fee analysis required Friday, July 15, 2016 Page 1 of 2 Project Number Z -6973-G Project Name Project Type Lot 4, the Village at Col Planned Development Commercial Glenn Project Number Z -8009-C Project Name Project Type Shackleford Warehouse #1 Zoning Site plan review Project Number Z -8233-B Project Name Project Type Longleaf Cove Lot 24 Planned Development Residential Project Number Z -8872-A Project Name Project Type 510-524 Main Street Planned Development Commercial Project Number Z-9105 Project Name Project Type Stone Crest Apartments Planned Development Residential Project Number Z-9149 Project Name Project Type 15th and Park Lane Planned Development Residential Project Number Z-9150 Project Name Project Type East Village Planned Development Commercial Comment Made Sewer Available to this site. Capacity Fee analysis required Comment Made Sewer Available to this site. Comment Made Existing Sewer Easement must be retained Comment Made Sewer Available to this site. Capacity Fee analysis required Comment Made Sewer Available to this site. Comment Made Sewer main extension required with easements, in order that each separate dwelling must have its own sewer service. Comment Made Sewer Available to this site. Capacity Fee analysis required: EAD approval required if food prep is to be done on site. Projec,t Number Z-9151 Project Name Project Type Comment Made Porter Planned Development Commercial Outside Service Boundary - No Comment. Friday, July 15, 2016 Page 2 of 2 PLANNING COMMISSION REVIEW CENTRAL ARKANSAS WATER 20 July 2016 NAME TYPE ISSUE COMMENTS TRACT 1 THE VILLAGE OF Z-5991 -E All Central Arkansas Water requirements in WELLINGTON SHORT -FORM effect at the time of request for water service PCD 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 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. PLANNING COMMISSION REVIEW CENTRAL ARKANSAS WATER 15 July 2016 NAME _ TYPEISSUE SIENNA LAKE DUBDIVISION S -1424-G BLOCK 6 PRELIMINARY PLAT 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. 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. 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. NAME BETTER LAWNS AND ARDENS SHORT -FORM PCD LOTS 1 & 2 MILES ADDITION PRELIMINARY PLAT LONGLEAF COVE LOT 24 REVISED SHORT -FORM PD -R 15TH AND PARK LANE SHORT - FORM PD -R TYPE ISSUE COMMENTS Z -5511-G 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. NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of request for water service must be met. S-1778 NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of request for water service must be met. Z-8233-6 NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of request for water service must be met. Z-9149 NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of request for water service must be met. 2 NAME TYPE ISSUE COMMENTS THE PARKS SUBDIVISION S-1777 All Central Arkansas Water requirements in PRELIMINARY PLAT effect at the time of request for water service must be met. A water main extension will be needed to provide water service to this property. Please submit plans for water facilities to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities. Approval of plans by Central Arkansas Water, the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. This development will have minor impact on the existing water distribution system. Proposed water facilities will be sized to provide adequate pressure and fire protection. If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. Additional fire hydrant(s) will be required. Contact the Little Rock Fire Department to obtain information regarding the required placement of the hydrant(s) and contact Central Arkansas Water regarding procedures for installation of the hydrant(s). A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges NAME TYPE ISSUE COMMENTS LOT 1 R WEST MARKHAM Z -5178-D All Central Arkansas Water requirements in PARKWAY ADDITION REVISED effect at the time of request for water service SHORT -FORM PCD 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. If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. The facilities on-site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated NAME TYPE ISSUE COMMENTS T with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. LOT 16 CHAMBERS ADDITION S-1 064-C NO OBJECTIONS; All Central Arkansas REPLAT Water requirements in effect at the time of request for water service must be met. 5 NAME TYPE ISSUE COMMENTS 510-524 MAIN STREET REVISED Z -8872-A All Central Arkansas Water requirements in SHORT -FORM PCD effect at the time of request for water service must be met. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. Contact Central Arkansas Water regarding the size and location of the water meter. The facilities on-site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. NAME TYPE ISSUE COMMENTS STONE CREST APARTMENTS Z-9105 All Central Arkansas Water requirements in SHORT -FORM PD -R effect at the time of request for water service must be met. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. The facilities on-site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test'results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. Fire sprinkler systerns which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. NAME TYPE ISSUE COMMENTS EAST VILLAGE SHORT -FORM Z-9150 All Central Arkansas Water requirements in 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. 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 M NAME TYPE ISSUE COMMENTS approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are useda reduced pressure zone backflow preventer shall be required. NAME TYPE ISSUE COMMENTS SHACKLEFORD WAREHOUSE #1 Z -8009-C ZONING SITE PLAN REVIEW 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 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 10 NAME TYPE ISSUE COMMENTS PORTER SHORT -FORM PCD Z-9151 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 assem bly. 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. 11 NAME TYPE ISSUE COMMENTS THE VILLAGE AT COLONEL Z -6973-G All Central Arkansas Water requirements in GLENN REVISED SHORT FORM effect at the time of request for water service PCD must be met. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. Contact Central Arkansas Water regarding the size and location of the water meter. The facilities on-site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and 12 NAME TYPE ISSUE COMMENTS approved by CAW. The test results must be sent to CAW's Cross Connection Section within tern 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. MOUNTAIN VALLEY S-1776 All Central Arkansas Water requirements in PRELIMINARY PLAT effect at the time of request for water service must be met. A water main extension will be needed to provide water service to this property. Please submit plans for water facilities to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities. Approval of plans by Central Arkansas Water, the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. This development will have minor impact on the existing water distribution system. Proposed water facilities will be sized to provide adequate pressure and fire protection. If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. Additional fire hydrant(s) will be required. Contact the Little Rock Fire Department to obtain information regarding the required placement of the hydrant(s) and contact Central Arkansas Water regarding procedures for installation of the hydrant(s). A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. 13 To: Donna James From: Captain Tony Rhodes / Captain John Hogue: Fire Marshal Comment for the following Locations: Z -5991-E 700 Wellington Hills Full plan review. Canopy must be 13'6". Maintain Access: Fire Hydrants. Date: July 14, 2016 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 -1424-G Sienna Lake Drive All houses must be sprinkled or have a second way into the subdivision. One- or Two-FamilV Residential Developments. As per Appendix D, Section D107.1 of the Arkansas Fire Prevention Code Vol. 1, One- or Two -Family dwelling residential developments. Developments of one- or two-family dwellings where the number of dwelling units exceeds 30 shall be provided with two separate and approved fire apparatus access roads, and shall meet the requirements of Section D104.3. Exceptions: Where there are more than 30 dwelling units on a single public or private fire apparatus access road and al dwelling units are equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3 of the Arkansas Fire Code, access from two directions shall not be required. 2. The number of dwelling units on a single fire apparatus access road shall not be increased unless fire apparatus access roads will connect with future development, as determined by the fire code official. Z -5511-G 17605 Crystal ValleV Road Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. 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. 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. Locking device specifications shall be submitted for approval \by the fire code official Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. S-1778 16604 Pride Vall No comment Z -8233-B #2 Longleaf Cove No comment Z-9149 15th and Park lane No comment S-1777 9600-9700 Mann 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. 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. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. One- or Two-Famiiv Residential Developments. As per Appendix D, Section D107.1 of the Arkansas Fire Prevention Code Vol. 1, One- or Two -Family dwelling residential developments. Developments of one- or two-family dwellings where the number of dwelling units exceeds 30 shall be provided with two separate and approved fire apparatus access roads, and shall meet the requirements of Section D104.3. Exceptions: 1. Where there are more than 30 dwelling units on a single public or private fire apparatus access road and al dwelling units are equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3 of the Arkansas Fire Code, access from two directions shall not be required. 2. The number of dwelling units on a single fire apparatus access road shall not be increased unless fire apparatus access roads will connect with future development, as determined by the fire code official. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. Z -5178-D 13401 Chenal Parkwa No comment C iI:* ff4i 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. Lozrdin 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 -8872-A 510-524 South Main Street Full Plan review Z-9105 9700 Baseline Road Full Plan review Z-9150 1200-1400 Blocks of East 6th Full Plan review Z -8009-C located south of 5310 Shackleford Full Plan review Z-9151 Hwv 10 and Ferndale Cutoff Road. No Comments S-1776 25616 Highway 10 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. One- or Two -Family Residential Developments. As per Appendix D, Section D107.1 of the Arkansas Fire Prevention Code Vol. 1, One- or Two -Family dwelling residential developments. Developments of one- or two-family dwellings where the number of dwelling units exceeds 30 shall be provided with two separate and approved fire apparatus access roads, and shall meet the requirements of Section D104.3. Exceptions: 1. Where there are more than 30 dwelling units on a single public or private fire apparatus access road and al dwelling units are equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3 of the Arkansas Fire Code, access from two directions shall not be required. The number of dwelling units on a single fire apparatus access road shall not be increased unless fire apparatus access roads will connect with future development, as determined by the fire code official. 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 -6973-G Full plan review Regards, Captain Rhodes and Captain Hogue Office: 918-3710 �Entergy July 8, 2016 City of Little Rock Department of Planning and Development ATTN: Ms. Donna James, AICP 723 West Markham Street Little Rock, AR 72201-1334 Entergy Arkansas Inc. #9 Entergy Court Little Rock, AR 72211 RE: Entergy comments related to Planning and Zoning items for the August 11" 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 July 18tH, 2016. • Sienna Lake Subdiv — Block 6 — Sienna Lk Dr across from W Lake Ln: S -1424-G Entergy does not object to this proposal. An underground power line exists on the south side of Sienna Lake Road in front of this 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. • Better Lawns and Gardens —17605 Crystal Valley Rd.: Z -5511-G Entergy does not object to this proposal. A single phase power line exists on the west side Crystal Valley Rd. in front of this development and power appears to already be extended to a few of the structures on the property. Caution should be used if moving large equipment, structures, or materials underneath the overhead lines located along the road. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds, • Lots 1 and 2 Miles Addition —16604 Pride Valley Rd: S-1778 Entergy does not object to this proposal. A single phase power line exists along Pride Valley Road in the vicinity of this proposed lot. There do not appear to be any existing conflicts with Entergy facilities on this property. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. « Longleaf Cove Lot 24 — 2 Longleaf Cove: Z -8233-B Entergy does not object to this proposal. Caution should be used during the construction of this porch as an overhead power line exists to the east of this property along Katillus Road within the vicinity of this house. However, there do not appear to be any existing conflicts with Entergy facilities on this property. Contact Entergy in advance to discuss adjustments to existing facilities (if any) as this project proceeds. 15th and Park Lane — 15"' and Park Ln — 515-519 E 15th St.: Z-9149 Entergy does not object to this proposal. Service is already being provided to the existing structures at the rear of the property. Caution should be used in constructing or utilizing parking pads in the rear of these houses when near electrical power lines or poles. Contact Entergy regarding facilities locations or adjustments to existing facilities (if any) if deemed necessary. • The Parks Subdivision - So. Side of Mann Rd in 9600-9700 Block: S-1777 Entergy Distribution does not object to this proposal. A three phase power line exists along the south side of Mann Road which can be utilized to provide power to this development. However, the project proposes to utilize Entergy Transmission line easements for pedestrian walking trails and a few lots appear to encroach onto the Transmission easements. Contact Entergy Transmission well in advance to discuss the future use of its easements and contact Entergy Distribution well in advance to discuss future service requirements, new Distribution facilities locations and adjustments to existing Distribution facilities (if any) as this project proceeds. Lot 111 W. Markham Parkway Addition —13401 Chenal Parkway: Z -5178-D Entergy does not object to this proposal. Service is already being provided to this structure. Contact Entergy in advance to discuss adjustments to existing facilities (if any) as this project proceeds. Lot 16 Chambers Addition —18 Sheila Lane: S -1064-C Entergy does not object to this proposal. A single phase underground electrical line runs along the north side of Sheila Lane. There do not appear to be any existing conflicts with Entergy facilities on this property. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. « 510-524 Main Street — 510-524 So. Main St.: Z -8872-A Entergy does not object to this proposal and has already been working with the developer. Service is being provided to the building via an on-site vault which provides power to the entire building. Contact Entergy should service requirements or loads differ significantly than what was originally requested. Stone Crest Apartments — 9700 Baseline Rd.: Z-9105 Entergy does not object to this proposal. A three phase electrical line runs along the north side of Baseline Road in front of this property and a line also exists through the property. Extreme caution must be used in the construction activities in the vicinity of the power lines so that proper clearances are maintained. Electrical service may need to be reworked as the project continues. Contact Entergy in advance regarding future service requirements to the development, desired line extensions, and future facilities locations as this project proceeds. East Village —1200 thru 1400 Blocks of E. 6" St.: Z-9150 Entergy does not object to this proposal. However, power lines exist along 6th Street, Shall Street, and Thomas Street with multiple crossings and potential conflicts with the development and landscaping. Extreme caution must be used in the construction activities in the vicinity of the power lines so that proper clearances are maintained. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. Shackleford Warehouse #1 — South of & adjacent to 5310 Shackleford Rd.: Z -8009-C Entergy does not object to this proposal. A three phase power line exists along the west side of Shackleford Road on the east side of the property. There do not appear to be any conflicts with existing Entergy facilities. Contact Entergy in advance regarding future service requirements to the development and future facilities locations as this project proceeds. • Porter Short form — SE corner of Hwy. 10 and Ferndale Cutoff Rd.: Z-9151 Entergy does not object to this proposal. Service is already being provided to this structure. Contact Entergy in advance to discuss adjustments to existing facilities (if any) as this project proceeds. Lot 4, the Village at Colonel Glenn — North of David O. Dodd in 13700 Blk.: Z -6973-G Entergy does not object to this proposal. Three phase power lines exist along Lawson Road to the west and along David O. Dodd to the east of the property. There do not appear to be any conflicts with existing Entergy facilities. Contact Entergy in advance regarding future service requirements to the development and future facilities locations as this project proceeds. ■ Mountain Valley — 25616 Highway 10: S-1776 Entergy does not object to this proposal. A three phase power line exists along the north side of Highway 10 on the south side of the property. There do not appear to be any conflicts with existing Entergy facilities. Contact Entergy in advance regarding future service requirements to the development and future facilities locations as this project proceeds. If you need further assistance you may call me at 501-954-5158 or e-mail me at bneumei@entergy.com. Sincerely, Bernard Neumeier Region Engineering Supervisor Entergy Arkansas, Inc. Z -5178-A Address: 13401 Chenal Parkway Planning Division: This request is located in Ellis Mountain Planning District. The Land Use Plan shows Neighborhood Commercial (NC) for this property. The Neighborhood Commercial category includes limited small-scale commercial development in close proximity to a neighborhood, providing goods and services to that neighborhood market area. The applicant has applied for a revision of PCD (Planned Commercial District) to allow the use of a previously approved wellness center by one doctor's patients to a wellness center open for membership to the general public. The request is within the Chenal Design Overlay District. Master Street Plan: To the south of the property is Chenal Parkway and it is a Principal Arterial, east of the property is Old Town Road and it is a Local Street on the Master Street Plan. A Principal Arterial is to serve through traffic and to connect major traffic generators or activity centers within the urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Chenal Parkway since it is a Principal Arterial. The primary function of Local Streets is to provide access to adjacent properties. Local Streets that are abutted by non-residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There are no bike routes shown in the immediate vicinity. Z -5511-G Address: 17605 Crystal Valley Road Planning Division: This request is located in Crystal Valley 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 revision of PCD (Planned Commercial District) to allow a landscape company to use the property as office and to store equipment. Master Street Plan: To the west of the property is Crystal Valley Road and it is a Principal Arterial on the Master Street Plan. A Principal Arterial is to serve through traffic and to connect major traffic generators or activity centers within the urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Crystal Valley Road since it is a Principal Arterial. Bicvcle Plan: There is a Class I Bike Path shown along Crystal Valley Road. A Bike Path is to be a paved path physically separate for the use of bicycles. Additional right-of-way or/and easement is recommended. Nine -foot paths are recommended to allow for pedestrian use as well (replacing the sidewalk). Z -6973-G Address: North of David O Dodd Road in 13700 Block Planning Division: This request is located in 65th Street West Planning District. The Land Use Plan shows Mixed Office and Commercial (MOC) for this property. This 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 0-3 (General Office District) to PCD (Planned Commercial District) to allow the development of this lot with automobile sales related activities including a sales office and parking for new and used inventory. Master Street Plan: To the south of the property is David O Dodd Road and it is a Minor Arterial, to the north-west of the property is Lawson Road and it is a Local Street on the Master Street Plan. A Minor Arterial provides connections to and through an urban area and their primary function is to provide short distance travel within the urbanized area. The primary function of Local Streets is to provide access to adjacent properties. Local Streets that are abutted by non-residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: A Class II Bike Lanes are shown along David O Dodd Road. These Bike Lanes provide a portion of the pavement for the sole use of bicycles. Z -8105-B Address: 112 South University Avenue Planning Division: This request is located in West Little Rock Planning District. The Land Use Plan shows Mixed Use (MX) for this property. Mixed Use category provides for a mixture of residential, office and commercial uses to occur. A Planned Zoning District is required if the use is entirely office or commercial or if the use is a mixture of the three. A Planned Zoning District is required if the use is mixed office and commercial. The applicant has applied for a revision of a PCD (Planned Commercial District) to allow the placement of a 3rd sign on the south fagade of the building. This request is within the Midtown Design Overlay District. Master Street Plan: To the east of the property is South University Avenue and it is a Principal Arterial on the Master Street Plan. A Principal Arterial is to serve through traffic and to connect major traffic generators or activity centers within the urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on South University. 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 -8233-B Address: 2 Longleaf Cove Planning Division: This request is located in Chenal Planning District. The Land Use Plan shows Residential Low Density (RL) for this property. Residential Low category provides for single family homes at densities not to exceed 6 dwelling units per acre. Such residential development is typically characterized by conventional single family homes, but may also include patio or garden homes and cluster homes, provided that the density remain less than 6 units per acre. The applicant has applied for a revision of a PD -R (Planned District Residential) to allow a covered porch within the rear setback. Master Street Plan: To the east of the property is South Katillus Road, to the south of the property is Longleaf Cove and they are both Local Streets on the Master Street Plan. The primary function of Local Streets is to provide access to adjacent properties. Local Streets that are abutted by non-residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There is a Class III Bike Route shown on Katillus Road. This bike route requires no additional right-of-way, but either a sign or pavement marking to identify and direct the route. Z -8872-B Address: 510-524 Main Street Planning Division: This request is located in Downtown Planning District. The Land Use Plan shows Mixed Use Urban (MXU) for this property. Mixed Use Urban provides for a mix of residential, office and commercial uses not only in the same block but also within the same structure. This category is intended for older "urban" areas to allow dissimilar uses to exist, which support each other to create a vital area. Development should reinforce the urban fabric cresting a 24-hour activity area. Using the Planned Zoning District or the Urban Use District, high and moderate density developments that result in a vital (dense) pedestrian oriented area are appropriate. The applicant has applied for a revision to a previously approved PCD (Planned Commercial Development) for the MM Cohn Building, adding the Arkansas Annex Building and the Arkansas Building to PCD to allow the use of the three (3) existing buildings for mixed uses including office, retail and residential uses. Master Street Plan: To the east of the property is Main Street and it is a Minor Arterial, to the south of the property is West 6t" Street and it is Collector, to the north of the property is West Capitol and it is a Local Street on the Master Street Plan. A Minor Arterial provides connections to and through an urban area and their primary function is to provide short distance travel within the urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Main Street. The primary function of a Collector Road is to provide a connection from Local Streets to Arterials. The primary function of Local Streets is to provide access to adjacent properties. Local Streets that are abutted by non- residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There is a Class III Bike Route shown on Main Street. This bike route requires no additional right-of-way, but either a sign or pavement marking to identify and direct the route. Z -9105-A Address: 9700 Baseline Road Planning Division: This request is located in Geyer Springs West Planning District. The Land Use Plan shows Suburban Office (SO) for this property. The suburban office category shall provide for low intensity development of office or office parks in close proximity to lower density residential areas to assure compatibility. A Planned Zoning District is required. The applicant has applied for a rezoning from R-2 to PRD (Planned Residential Development) for reuse of existing buildings and paving of new parking. Master Street Plan: To the south of the property is Baseline Road and it is a Principal Arterial, to the east of the property is Winston Drive and it is a Local Street on the Master Street Plan. A Principal Arterial is to serve through traffic and to connect major traffic generators or activity centers within the urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Baseline Road since it is a Principal Arterial. The primary function of Local Streets is to provide access to adjacent properties. Local Streets that are abutted by non-residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: A Class II Bike Lanes are shown along Baseline Road. This Bike Lane provides a portion of the pavement for the sole use of bicycles. Z -9149-A Address: 515-519 15th Street Planning Division: This request is located in Central City Planning District. The Land Use Plan shows Residential Low Density (RL) for this property. Residential Low category provides for single family homes at densities not to exceed 6 dwelling units per acre. Such residential development is typically characterized by conventional single family homes, but may also 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 to PD -R (Planned District Residential) for replat of existing residential lots. Master Street Plan; To the north of the property is E 15th Street, to the east of the property is Park Lane and they are both Local Streets on the Master Street Plan. The primary function of Local Streets is to provide access to adjacent properties. Local Streets that are abutted by non-residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. 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 -9150-A Address: 1200 through 1400 Blocks of East 61h Street Planning Division: This request is located in 1-30 Planning District. The Land Use Plan shows Mixed Use Urban (MXU) and Industrial (1) for this properties. Mixed Use Urban category provides for a mix of residential, office and commercial uses not only in the same block but also within the same structure. This category is intended for older "urban" areas to allow dissimilar uses to exist, which support each other to create a vital area. Development should reinforce the urban fabric cresting a 24-hour activity area. Using the Planned Zoning District or the Urban Use District, high and moderate density developments that result in a vital (dense) pedestrian oriented area are appropriate. 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 to rezone five (5) parcels around the intersection of 6th Street, East 6th Street and Shall Avenue from UU (Urban Use District) and 1-3 (Heavy Industrial District) to PCD (Planned Commercial Development) to allow the redevelopment of the area with'a mixed use development including residential, office and commercial uses. This request is within the Presidential Park Overlay District. Master Street Plan: The five (5) parcels are around the intersection of 6th Street and Shall Avenue which are shown as Locals Streets on the Master Street Plan. The primary function of Local Streets is to provide access to adjacent properties. Local Streets that are abutted by non-residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There is a Class III Bike Route shown on East 6th Street and Shall Avenue. These bike routes require no additional right-of-way, but either a sign or pavement marking to identify and direct the route. Z-9151 Address: Southeast Corner of Highway 10 and Ferndale Cutoff Road Planning Division: This request is located in Chenal Planning District. The Land Use Plan shows Commercial (C) and Park/Open Space (PK/OS) 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. Park/Open Space category includes all public parks, recreation facilities, greenbelts, flood plains, and other designated open space and recreational land. The applicant has applied for a rezoning from an existing non -conforming R-2 (Single Family) use to PCD (Planned Commercial Development) to allow the site with C-3 (General Commercial District) uses as well as limited outdoor display as the existing playground equipment materials associated with a plant nursery. The request is within the Highway 10 Overlay District, Master Street Plan: To the north-east of the property is Highway 10, to the west of the property is Ferndale Cutoff Road and they are both shown as Principal Arterials on the Master Street Plan. A Principal Arterial is to serve through traffic and to connect major traffic generators or activity centers within the urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Highway 10 and Ferndale Cutoff Roads since they are Principal Arterials. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There is a Class I Bike Path shown along Highway 10. A Bike Path is to be a paved path physically separate for the use of bicycles. A Class 11 Bike Lanes are shown along Ferndale Cutoff Road. This Bike Lane provides a portion of the pavement for the sole use of bicycles. 16sk/Ad Rock Region METRO Rock Region METRO Planning and Subdivision Review Memo To- City of Little Rock Planning and Development, Donna James, Monte Moore, Dana Carney From: Kathleen Lambert, Sr. Transit Planner Date: July 18, 2o16 Re: Subdivision Reviews July20, 2016 hearing 1) Z -5991-E Tract lthe Villages ofWellington PCD a) Location is not currently served by METRO but is part of our long range plan. Because it is a senior residence facility the canopy and driveway must be design to accommodate paratransit vehicle services. This includes accessibility curb ramps, canopy height which will allow the loading of passengers at the front doors and proper curb radii for larger vehicles. 2) S -1424-G Sienna Lake Subdivision Block 6 preliminary plat (single family development) a) Location is not currently served by METRO but is part of our long range plan. Include appropriate pedestrian infrastructure for future access to transit routes. 3) Z -5511-G 176o5 Crystal Valley Road- PCD a) Location is not currently served by METRO. We have no comments regarding this PCD. 4) S-1778 16604 Pride Valley Road- single family lot plat a) Location is not currently served by METRO. We have no comments regarding this plat. 5) Z -8233-B 2 Long Leaf Cove- single family a) Location is served nearby by METRO on Route 25 Pinnacle Mtn. We have no comments regarding this plat. 2 6) Z-9149 15th St and Park Lane- PD -R a) Location served nearby by METRO route 6 Granit Mtn. Provide pedestrian infrastructure for access to the transit route. 7) 5-1777 The Parks Subdivision Preliminary plat a) Location is currently served by METRO on routes 17 and 22. The development of this neighborhood street grid is important for residents to have access to the transit and paratransit services. Dead-end "lollipop" streets and disconnected sidewalk networks will impede resident's access to transit. We recommend along with the neighborhood exits on Mann Road that Peace Valley Road be improved and provided as an access exit out of the neighborhood. This will connect the transit route and provide efficient routing for paratransit services. 8) Z -5178-D 13401 Chenal Parkway a) Location is not currently served by METRO but is part of our long range plan. The pedestrian infrastructure should be continuous and improved for access to the future West little Rock express route. 9) S-so64-C 18 Sheila Lane Lot 16 Chambers Addition a) Location is not currently served by METRO. We have no comments regarding this PCD. so) Z -887z -A 510-524 Main Street revised- PCD a) Location is served by METRO by several routes and is in the heart of the system in downtown Little Rock. The proposed planters are numerous and block access to the cross walk and bus stops because they are located so close to the corner. We request that planters located along the sidewalk be clear 60' away from the corner radius on 6th and Main Streets to allow free pedestrian movements near traffic control signals and transit stop access. 11) Z-91.05 970o Baseline Road Stone Crest Apartments a) Location is currently served by METRO on route 1.3. Asa property on along the transit route sidewalk infrastructure is import for access to the route. The plan as shown does not include pedestrian infrastructure. We recommend the addition of these important amenities. 12) Z-93.50 1200-1400 Blocks of 61h St- Planned Commercial Development Mixed Use a) Locations along 61h Street are currently served by METRO on the Presidential Center - East 61h Street Route :12. Our current annual service changes include add service to this corridor to support expected development and employment opportunities along East 6th St. The roadway redesign as shown will not dimensionally allow for bus service along Shall St and 6th Street where the route will continue to run. The street corner radii need to be at least 25'-0" for the bus to turn. The parking spaces are too close to the intersection to allow us to position bus stops. While the "bulbed- out" crossings are helpful however they are too short to serve as a bus stop. METRO requests a meeting with relevant departments and the developer in orderto discuss our concerns and make this street design truly multi -modal. 3.3) Z -8009-C Shackleford Warehouse #1 Zoning Site Plan a) Location is not currently served by METRO. We have no comments regarding this PID. 14) Z-9153. Porter Short form PCD Hwy 3.o and Ferndale Cut-off a) Location is not currently served by METRO. We have no comments regarding this PCD. 15) Z -6973-G Lot 4 the Village at Col Glen & David O. Dodd Road; car dealer PCD a) Location is not currently served by METRO but is part of our long range plan. Provide pedestrian infrastructure for access to employment and future transit route. 16) S-1776 Mountain Valley preliminary Plat- PRD a) Location is not currently served by METRO but is part of our long range plan. As part of our future service we request the developer review the street plan to remove any dead- end situations which prevent access for efficient paratransit service. We also recommend a review and coordinated design with Hwy 10 and Pleasant Grove Road. Future development, signalized intersections and multi -modal transportation design will benefit from coordinated planning in this area. MEMORANDUM TO: DONNA JAMES, SUBDIVISION ADMINISTRATOR FROM: TRACY SPILLMAN, PLANS DEVELOPMENT ADMINISTRATOR SUBJECT: REVIEW OF THE BUFFER AND LANDSCAPE REQUIREMENTS OF THE JULY 20, 2016, SUBDIVISION COMMITTEE MEETING CC: DANA CARNEY, ZONING & SUBDIVISION MANAGER DATE: JULY 15, 2016 1. 18 Shelia Lane S -1064-C No Comment 2. Sienna Lake Drive across from West Lake Lane S -1424-G 3. 25616 Highway 10 S-1776 No Comment 4. South side of Mann Road in the 9600 -9700 block 5-1777 No Comment 5. 16504 Pride Valley Road S-1778 No Comment 6. 13401 Chenal Parkway (Z -5178-D Site plan must comply with the City's minimal landscape and buffer ordinance requirements and the Chenal Overlay District. Parking areas must be designed and paved to meet the requirements of the city codes and ordinances. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 7. 17605 Crystal Valley Road Z -5511-G Any new site development 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 adjacent properties to the south and east 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. The plantings, existing and purposed, shall be provided within the landscape ordinance of the city, section 15-102. 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. David O Dodd Road 13700 Block (Z -6973-G) Site plan must comply with the City's minimal landscape and buffer ordinance requirements. Street buffers will be required at six (6) percent of the average depth of the lot. The minimum dimension shall be one-half (`/z) the full width requirement but in no case less than nine (9) feet. The maximum dimension required shall be fifty (50) feet. 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. Building landscape areas shall be provided between the vehicular use area used for public parking and the general vicinity of the building. These shall be provided at the rate equivalent to planter strip three (3) feet wide along the vehicular use area. One (1) tree and four (4) shrubs shall be planted in the building landscape areas for each forty (40) linear feet of vehicular use area abutting the building A land use buffer six (6) percent of the average width / depth of the lot will be required when an adjacent property has a dissimilar use of a more restrictive nature. The minimum dimension shall be nine (9) feet. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. The plantings, existing and purposed, shall be provided within the landscape ordinance of the city, section 15-81. The adjacent property fronting Lawson Road is zoned R-2, screening will be required. An automatic irrigation system to water landscaped areas shall be required for developments of one (1) acre or larger. The development of two (2) acres or more requires the landscape plan to be stamped with the seal of a Registered Landscape Architect. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 11. Ad'acent to 5310 Shackleford Z -8009-B Site plan must comply with the City's minimal landscape and buffer ordinance requirements. Street buffers will be required at six (6) percent of the average depth of the lot. The minimum dimension shall be one-half ('/z) the full width requirement but in no case less than nine (9) feet. The maximum dimension required shall be fifty (50) feet. The average depth of the lot is four hundred and thirty-seven (437) feet. A minimum twenty-six (26) foot street buffer is required adjacent to the Shackelford and Clearwater right-of-ways. The buffer adjacent to Clearwater Drive is deficient. 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. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. 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. Existing trees and dense understory vegetation can be retained to satisfy this requirement. 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. 10. 2 Lon leaf Cove Z -8233-B No Comment 12. 510 — 524 South Main Street Z -8872-A Site plan must comply with the City's minimal landscape and buffer ordinance requirements and the Urban Use District. Any exiting landscape or irrigation disturbed by construction shall be repaired or replaced before completion and final acceptance of the project. 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. 9700 Baseline Z-9105 Any new site development must comply with the City's minimal landscape and buffer ordinance requirements. New parking areas must meet the following requirement. 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 (15 0) or fewer parking spaces. Interior islands must be a minimum of seven and one half (7 1/2) feet in width. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 14. 15th and Park Lane 515 — 519 East 15th Street Z-9149 No Comment 15. 1200 through 1400 Blocks of E 6th Z-9154 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 (t/2) 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. 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. 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. 16. Highway 10 and Ferndale Cutoff (Z-9151) No comment. 8. 700 Wellington Hills Road _(2-5991-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 ('/2) the full width requirement but in no case less than nine (9) feet. The maximum dimension required shall be fifty (50) feet. Trees and shrubs are required adjacent to street right-of-way. Plant material is to be provided at 1 tree and 3 shrubs for every 30 linear feet. Existing trees and vegetation can be used to satisfy landscape requirements. Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. The shared dive at the south of the property must be placed on the property line or the above perimeter requirements will need to be met. 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 (15 0) or fewer parking spaces. Interior islands must be a minimum of seven and one half (7 1/2) feet in width. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. Building landscape areas shall be provided between the vehicular use area used for public parking and the general vicinity of the building. These shall be provided at the rate equivalent to planter strip three (3) feet wide along the vehicular use area. One (1) tree and four (4) shrubs shall be planted in the building landscape areas for each forty (40) linear feet of vehicular use area abutting the building. An automatic irrigation system to water landscaped areas shall be required for developments of one (1) acre or larger. The 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. To: Dana Carney, Zoning & Subdivision Manager Date: 7-17-16 Donna James, Zoning Monte Moore, Subdivision From: Curtis Richey / Mark Alderfer: Building Codes Building Code Comments: Z -5991-E 700 Wellington Hills 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: Awning must comply with 13'6' clearance requirement. Curtis Richey at 501.371.4724; crichev@littlerock.org or Mark Alderfer at 501.371.4875; malderferplittlerock.orr S -1424-G Sienna Lake Drive No Comment Z -5511-G 17605 C stat Valley 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@littlerocic.org or Mark Alderfer at 501.371.4875; malderfer@littlerock.or. S-1788 16604 Pride NC Z-9149 15' & Park NC S-1777 Mann Roar! / 9600-9700 Block NC S -1064-C 18 Sheila Lane NC Z -8872-A 510-524 South Main 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; crichey@littlerock.or or Mark Alderfer at 501.371.4875; malderfer@littlerock,org. Z -9105-A 9700 Baseline Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichev@littlerock.oror Mark Alderfer at 501.371.4875; malderfer httlerock.or . Z-9180 1200-1400 Blocks of East bah 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; criche littlerock.or or Mark Alderfer at 501.371.4875; malderfer@Ilttlerock.or. Z -8009-C South Ad'acent to 5310 Shackleford 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.org or Mark Alderfer at 501.371.4875; malderfer@iittlerock_org. Z-9151 SE Corner of Hwy 10 & Ferndale Cutoff NC 5-1776 25616 Hwy 10 NC Z -6973-G North of David O Dodd in 13700 Block 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; crich.ey@littlerock.org or Mark Alderfer at 501.371.4875; maiderfer@littierock.org. Regards, Curtis Richey Commercial Plans Examiner