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Home My WebLink AboutS-1787 ApplicationCity of Little Rock Planning and Development Filing Fees MAR 2 Date � � �-�j , 20�� CITy OF LITTLE ROCK 13UILDING CODE Annexation $ Board of Adjustment $ Cond Use Permit/T UP $ Final Plat $ Planned Unit Dev $ Preliminai y Plat $ l Special Use Permit $ Rezoning $ Site Plans $ Street Name Change $ Street Name Signs Number -at -ea $ Public Hearing Signs Number at ea $ Total $ 3 File No Location Urxz--C� ApplicanK , By: 4 Vicinity Map t 1 ° COUNTRY±OAKS7DR UI THIS SITE o R2 �. r v � J f � J {, f J 4 Area Zoning City of Little Rock Planning & Development Rev: 3/21 /2017 lij,C) Case: S-1787 Location: Stewart Road and Simpson Lane Ward: N/A N PD: 21 CT 42.07 0 200 400 TRS: T1 N R14W 2 Feet Sketch City of Little Rock Planning &Development Case No: S-1787 Name: Quick's Lake Place Location: Stewart Road and Simpson Lane Issue: Preliminary Plat 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 May 1, 2017 Marlar Engineering 5318 John F Kennedy Boulevard North Little Rock, AR 72116 Re: S-1787 - Quick's Lake Place Preliminary Plat, located on the Northwest corner of Simpson Lane and Stewart Road Dear Sirs: This is to advise you that in connection with your request concerning the above referenced file number the following action was taken by the Planning Commission at its meeting on April 27, 2017: 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 F\/1MAR LAR ENGINEERING C O. , INC--. Michael P. Marlar, P.E., Pls Sarah Waggoner Consulting Civil Engineers & Land Surveyors Jason Bouwknegt 5318 John F. Kennedy Boulevard Jack Fleming, Hydrologist INCORPORATED North Little Rock, Arkansas 72116 MAR. 17, 2017 Donna James Planning Department 723 West Markham Little Rock, AR 72201 RE: PRELIMINARY PLAT Lots 1-3 Quick's Lake Chuck Quick Dear Ms. James, Please accept this letter to serve as our application for the above referenced submittal. We wish to be placed on the April 27, 2017 Planning Commission meeting. Enclosed please find a check for the review fee in the amount of $ 340.00. Sincerely, Mike Marlar, PE President MPM/jb Enclosures 0a PHONE (501) 753-1987 FAX (501) 753-1993 WWW.MARLAR-ENG.COMoodoxoo, + PULASKI COUNTY TITLE 12921 CANTRELL ROAD STE 401 LITTLE ROCK, ARKANSAS 72223 501-537-3700 FAX 501-537-3701 11 APRIL, 2017 RE. A TRACT OF LAND IN THE SE'/. SW 114, SECTION 2, TOWNSHIP I NORTH, RANGE 14 WEST, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SE'/. SW '/.; THENCE NORTH 88 DEGREES 08 MINUTES 24 SECONDS EAST, 354.44 FEET TO THE POINT OF BEGINNING; THENCE NORTH 88 DEGREES 20 MINUTES 56 SECONDS EAST, 172.25 FEET TO THE WEST RIGHT OF WAY OF STEWART ROAD; THENCE ALONG SAID RIGHT OF WAY THE FOLLOWING BEARINGS AND DISTANCES: NORTH 26 DEGREES 15 MINUTES 39 SECONDS EAST, 275.39 FEET; NORTH 28 DEGREES 15 MINUTES 30 SECONDS EAST, 96.68 FEET; A CURVE TO THE RIGHT HAVING A RADIUS OF 229.36 FEET AND A CHORD BEARING AND DISTANCE OF NORTH 53 DEGREES 09 MINUTES 22 SECOND EAST 173.31 FEET; NORTH 71 DEGREES 37 MINUTES 01 SECOND EAST 126.15 FEET; A CURVE TO THE LEFT HAVING A RADIUS OF 582.00 FEET AND A CHORD BEARING AND DISTANCE OF NORTH 66 DEGREES 43 MINUTES 37 EAST, 111.00 FEET; A CURVE TO THE LEFT HAVING A RADIUS OF 786.65 FEET AND A CHORD BEARING AND DISTANCE OF NORTH 54 DEGREES 38 MINUTES 51 SECONDS EAST 219.88 FEET; A CURVE TO THE LEFT HAVING A RADIUS OF 117.92 FEET AND A CHORD BEARING AND DISTANCE OF NORTH 26 DEGREES 59 MINUTES 10 SECONDS EAST, 85.03 FEET; NORTH 00 DEGREES 09 MINUTES 31 SECONDS EAST, 113.02 FEET; THENCE LEAVING SAID RIGHT OF WAY OF STEWART ROAD NORTH 58 DEGREES 31 MINUTES 51 SECONDS WEST, 91.29 FEET; THENCE SOUTH 87 DEGREES 37 MINUTES 53 SECONDS WEST, 437.52 FEET, THENCE SOUTH 66 DEGREES 06 MINUTES 04 SECONDS WEST, 294.61 FEET; THENCE SOUTH 36 DEGREES 59 MINUTES 13 SECONDS WEST, 227.43 FEET; THENCE SOUTH 00 DEGREES 26 MINUTES 12 SECONDS EAST, 565.84 FEET TO THE POINT OF BEGINNING. THE FOLLOWING IS A LIST OF THE APPARENT PROPERTY OWNERS LYING ADJACENT TO THE ABOVE DESCRIBED LAND: PART OF THE SE'/4 SW'/4 SECTION 2, TOWNSHIP l NORTH, RANGE 14 WEST, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NW CORNER OF SAID SE'/4 SW'/4 THENCE NORTH 87 DEGREES 56 MINUTES 08 SECONDS EAST 527.91 FEET; THENCE SOUTH 01 DEGREE 08 MINUTES 53 SECONDS EAST 140.13 FEET TO THE POINT OF BEGINNING; THENCE NORTH 87 DEGREES 53 MINUTES 55 SECONDS EAST 710.68 FEET; THENCE SOUTH 15 DEGREES 05 MINUTES 43 SECONDS EAST 106.23 FEET; THENCE SOUTH 01 DEGREES 07 MINUTES 16 SECONDS EAST 378.25 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 264.76 FEET AND A CHORD BEARING AND DISTANCE OF SOUTH 27 DEGREES 00 MINUTES 53 SECONDS WEST 41.84 FEET; THENCE SOUTH 88 DEGREES 03 MINUTES 14 SECONDS WEST 426.82 FEET; THENCE NORTH 01 DEGREE 07 MINUTES 04 SECONDS WEST 407.23 FEET; THENCE SOUTH 87 DEGREES 53 MINUTES 55 SECONDS WEST 289.77 FEET; THENCE NORTH 01 DEGREES 08 MINUTES 53 SECONDS WEST 109.88 FEET TO THE POINT OF BEGINNING. AND PART OF THE SEA SW '/4 SECTION 2, TOWNSHIP 1 NORTH, RANGE 14 WEST, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NW CORNER OF THE SE `/4 SW '/4; THENCE NORTH 87 DEGREES 56 MINUTES 08 SECONDS EAST 527.91 FEET; THENCE SOUTH 01 DEGREE 08 MINUTES 53 SECONDS EAST 250.01 FEET; THENCE NORTH 87 DEGREES 53 MINUTES 55 SECONDS EAST 289.77 FEET; THENCE SOUTH 01 DEGREE 07 MINUTES 04 SECONDS EAST 407.23 FEET; THENCE SOUTH 86 DEGREES 03 MINUTES 14 SECONDS WEST 832.01 FEET; THENCE NORTH 00 DEGREES 07 MINUTES 59 SECONDS EAST 515.65 FEET TO THE POINT OF BEGINNING. AND THE SOUTH '/2 OF THE SE '/4 SW/4 LYING NORTH OF STEWART ROAD, IN SECTION 2, TOWNSHIP l NORTH, RANGE 14 WEST, PULASKI COUNTY, ARKANSAS. GEORGE W. BARNES, III 1220 STEWART RD. LITTLE ROCK, AR 72223 TRACT A, WESTERN EDGE ESTATES, PULASKI COUNTY, ARKANSAS. AND PART OF THE SW '/4 SE %4, SECTION 2, TOWNSHIP l NORTH, RANGE 14 WEST, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE SE CORNER OF SAID SW %4 SE'/4; THENCE SOUTH 89 DEGREES 59 MINUTES 07 SECONDS WEST, 300.05 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 89 DEGREES 58 MINUTES 15 SECONDS WEST 989.15 FEET; THENCE NORTH 00 DEGREES 31 MINUTES 43 SECOND WEST 594.94 FEET; THENCE NORTH 23 DEGREES 45 MINUTES 59 SECONDS EAST 49.78 FEET; THENCE SOUTH 07 DEGREES 48 MINUTES 52 SECONDS EAST 160.00 FEET; THENCE SOUTH 26 DEGREES 37 MINUTES 48 SECONDS EAST 497.16 FEET; THENCE NORTH 45 DEGREES 53 MINUTES 10 SECONDS EAST 319.94 FEET; THENCE NORTH 44 DEGREES 48 MINUTES 54 SECONDS WEST 630.80 FEET; THENCE NORTH 23 DEGREES 48 MINUTES 08 SECONDS EAST 50.116 FEET; THENCE SOUTH 57 DEGREES 58 MINUTES 47 SECONDS EAST 752.08 FEET; THENCE SOUTH 39 DEGREES 00 MINUTES 11 SECONDS EAST 455.98 FEET TO THE POINT OF BEGINNING. THE BAUER LIVING TRUST 1423 NORTHWICK CT. LITTLE ROCK, AR 72227 PART OF THE SW'/4 SE'/4, SECTION 2, TOWNSHIP I NORTH, RANGE 14 WEST, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID SW %4 SE '/4; THENCE NORTH ALONG THE WEST LINE OF SAID SW `/4 SEA FOR 594.94 FEET TO A POINT; THENCE NORTH 21 DEGREES 46 MINUTES l l SECONDS EAST 50.0 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 21 DEGREES 46 MINUTES 11 SECONDS EAST FOR 73.3 FEET; THENCE SOUTH 46 DEGREES 56 MINUTES 50 SECONDS EAST FOR 630.08 FEET; THENCE SOUTH 43 DEGREES 51 MINUTES 14 SECONDS WEST FOR 319.94 FEET; THENCE NORTH 28 DEGREES 39 MINUTES 44 SECONDS WEST FOR 497.16 FEET; THENCE NORTH 09 DEGREES 50 MINUTES 48 SECONDS WEST FOR 160.00 FEET TO THE POINT OF BEGINNING. BETTY JO STEPHENS AND SIDNEY M. STEPHENS 8203 STEPHENS LAKE RD. ALEXANDER, AR 72002 AND/OR 8200 STEPHENS LAKE RD. ALEXANDER, AR 72002 PART OF THE NE'/4 NW'/4 OF SECTION 11, TOWNSHIP 1 NORTH, RANGE 14 WEST, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID NE'/4 NW'/4; THENCE NORTH 52 DEGREES 31 MINUTES 03 SECONDS WEST 1313.3 FEET TO THE SOUTHERLY RIGHT OF WAY OF STEWART ROAD; THENCE NORTH 42 DEGREES 49 MINUTES 40 SECONDS EAST ALONG SAID RIGHT OF WAY 207.0 FEET TO A POINT ON CURVE; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 680.65 FEET AND A CHORD BEARING AND DISTANCE OF NORTH 35 DEGREES 12 MINUTES EAST 187.26 FEET; THENCE NORTH 335 DEGREES 12 MINUTES EAST 187.26 FEET; THENCE NORTH 27 DEGREES 35 MINUTE EAST 254.36 FEET; THENCE SOUTH 88 DEGREES 59 MINUTES 16 SECONDS EAST 701.18 FEET; THENCE SOUTH 01 DEGREE 06 MINUTES 44 SECONDS WEST 1317.63 FEET TO THE POINT OF BEGINNING. JEFF BURKS AND KELLY BURKS 1401 STEWART RD. LITTLE ROCK, AR 72223 PART OF THE NE %4 NW '/,, SECTION 11, TOWNSHIP 1 NORTH, RANGE 14 WEST, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF SAID NE 1/4'/4'/4, SECTION 11, TOWNSHIP 1 NORTH, RANGE 14 WEST; THENCE EAST 317 FEET; THENCE SOUTH 20 FEET TO THE POINT OF BEGINNING; THENCE EAST 209 FEET TO THE WEST LINE OF STEWART ROAD; THENCE SOUTHWESTERLY ALONG THE WEST LINE OF STEWART ROAD 209 FEET; THENCE WEST 209 FEET; THENCE NORTHEASTERLY PARALLEL WITH THE WEST LINE OF STEWART ROAD 209 FEET TO THE POINT OF BEGINNING. LAURA E. BYERS-HOLLAND AND COLBY A. HOLLAND 1400 STEWART RD. LITTLE ROCK, AR 72223 PART OF THE SEA SW '/4 SECTION 2, TOWNSHIP 1 NORTH, RANGE 14 WEST, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF THE SE %4 SW '/4 RUN THENCE NORTH 89 DEGREES 04 MINUTES 10 SECONDS WEST A DISTANCE OF 706.08 FEET TO THE EASTERLY RIGHT OF WAY OF STEWART ROAD; THENCE NORTH 28 DEGREES 19 MINUTES 24 SECONDS EAST A DISTANCE OF 202.72 FEET; THENCE NORTH 30 DEGREES 18 MINUTES 26 SECONDS EAST A DISTANCE OF 125.34 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 170.36 FEET AND A CHORD BEARING AN DISTANCE OF NORTH 52 DEGREES 33 MINUTES 31 SECONDS EAST 129.02 FEET; THENCE NORTH 74 DEGREES 48 MINUTES 37 SECONDS EAST A DISTANCE OF 168.58 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 494.64 FEET AND A CHORD BEARING AND DISTANCE OF NORTH 67 DEGREES 48 MINUTES l 1 SECONDS EAST 120.69 FEET; THENCE NORTH 60 DEGREES 47 MINUTES 45 SECONDS EAST 27.45 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 1569.96 FEET A CHORD BEARING AND DISTANCE OF NORTH 55 DEGREES 55 MINUTES 55 SECONDS EAST 158.88 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 280.56 FEET AND A CHORD BEARING AND DISTANCE OF NORTH 46 DEGREES 12 MINUTES 52 SECONDS EAST 47.98 FEET; THENCE SOUTH 01 DEGREES 57 MINUTES 15 SECONDS WEST 602.28 FEET TO THE POINT OF BEGINNING. SCHRADER HOMES, LLC 6240 MILLER RD. ALEXANDER, AR 72002 CERTIFIED THIS THE 28TH DAY OF MARCH, 2017 @ 6:00 A.M. THIS IS A LIMITED SEARCH OF THE RECORDS AND IS NOT TO BE CONSTRUED AS A TITLE INSURANCE POLICY, LEGAL OPINION OR COMMITMENT TO INSURE. LIABILITY IS LIMITED TO THE AMOUNT CHARGED FOR THIS SEARCH. SINCERELY ILLIA TZIG RTA NO.16876100 0 m wmm r m�� C7n.n.n.-+eq� Rw�n s o ❑Ream Rrcdpl (e.'alm ic) a Q ❑ Cardlled Md Red Doty S ❑ I' e- AdOSmre RegWre O s_. [ 1 Awe 84,mk" f✓w]kirl ne[ "S p VW$b9t J ul O -0 rra GEORGE W. BARNES, III o m 1220 STEWART RD. LITTLE ROCK, AR 72223 m� 0 M1 R' O m .emfed ell ed I In m dec �a..e yp gawy O ❑Aaw Reedpl(d —W4 S 0 ❑ Cedhled Mall R.WCW D.W Y $ t'ltlf0 4•- O ❑ AduR Slgr m Fequhd S %'` % ^J I•. 1 pAd�a zrr�a. �rrn nd crlwra CC �j�� l7a'i O ;'os•.a7o '� I.. M1 $ 1 t • f' C _ d / s BETTY JO STEPHENS AND r9 SIDNEY M. STEPHENS r „•, 820.3 STEPHENS LAKE RD. ~ I i= ALEXANDER, AR 72002 IU,S. e Postal ICERTIFIED ■RECEIPT IM1 N (` Ir M UFURFMw fae x Ln � �fA 'fi>ti5 adR{(N�xbe a-df �geplgsLFy L}Reem Recdpt a�eidccPl) i . 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Z4FA."Md DWn S Ln s BETTY JO STEPHENS AND s SIDNEY M. STEPHENS °"` 8200 STEPHENS LAKE RD. ALEXANDER, AR 72002 Service 7 MAIL" RECEIt (]o:aesflc p0a,rC41 s Fy+: dc1i+lc,+',�j�jaYRti}lLo1i.'•3+>sii'4.+L1''-Fy��+lca:r o - - mOQ Ln E%Q1fiMl SNu0.tt YreSMl•g:1cu1 impAvtee r_0PpnRoelptQ(R dmee]rgcd6lecJoojieenpldkye) Q❑RemR❑AMd 0 Cdd aRnMcsD) dalNadF pSSSS tlpguR.&.WdDdlery fsfa ae-..qsr=e, PCiSi.C'eRrv.Tk S G Pgt•S( 9 m rr- s LAURA E. BYERS-HOLLAND AND COLBY A. HOLLAND 1 1400 STEWART RD. s' LITTLE ROCK, AR 72223 GEORGE W. BARNES, III 1220 STEWART RD. LITTLE ROCK, AR 72223 O m ).rad Fo r s Ln cws axxA cex Fn.da�x s;.xeer r. C� G °iw nFl.c+�f�:FrdcwA x� O pReban Recejrt teleebaJc) x 0 pCediYied Mall ReeMded Oelhrery s Hero C3 ❑M,ft Slgeetue Requhd ❑�u Syec.. n.exnwsp.mry%� � Fv�'• ' - O 10=_au Ln S M BETTYJO STEPHENS AND `° S°'"rq SIDNEY M. STEPHENS r ° 8200 STEPHENS LAKE RD. •60r ALEXANDER, AR 72002 m m Er o L - M w uaa w r u'I caa Kr+aweawiwsi aavaew . pRebaoRxepeFrdmgQ M C15krvn Recelpt(decbm¢) s vpyyq,o,X'� r3 ❑ CeWed aao ResbMed cauvey o r paanslermve ReebkmdoeMey x ..: • o I PaP 3 ', 3 it , m r 7e1W Fn •- 1� • o LAURA E. BYERS-HOLLAND AND "" ` COLBY A. HOLLAND 1400 STEWART RD. LITTLE ROCK, AR 72223 "" ' s__,. _ is r m Ig eo o- 0 m Coarfed M-1 F; rs Ln a a eesp.voe�.evro+eayeeR �7,0[f� RecNpt owudwp/) S : ".'� O❑Behan ❑Realm Remlpt telectronlq x•+I ti ppyp,i l pCedified M i Reetd em Dewey s - ' t-:r i� M pNucSV�'+a Rea -led S 71 I —I ❑WkB4u:av for -+.wed Delir®Yx .:%.' ._ Ln MTOT :Ze.e%tij s BETTY JO STEPHENS AND <7S SIDNEY M. STEPHENS 9�w�°' 8203 STEPHENS LAKE RD. ... ' ro MW ALEXANDER, AR 72002 Postal CERTIFIED MAIL RECEIPT cc Q' C3 r Ln v� eMCp, pr c,meacey, p,!°Sec`'+cxaaar p ❑fue�0-e ossmA" S /L�/�rn, Here O Fa _-.Oq rmAaK .¢d A.hyy5 _ t Ln s JEFF BURKS AND ' KELLYBURKS U7?' M1 1401 STEWART RD. '= LITTLE ROCK, AR 72223 Semi -) mle Mir rr ['ti irL' /jai rlr onry - F'�r dcl[teryinfo Fytii.itian vr. O mr r � m� ea rcia:ee�.eYu.m cpgps,q iReRmfleafpt Q.e _ •/fir O Q ❑Rmm P-1p, webs.) s , O ❑Cerdfled Mdl Reebleeed Dy— 7 .•, l 3 pN KSlgna Rqud 6 J ee ❑adensie��reRab+rr doeuva.re •• f'1Y SS -I M1 O a ser SCHRADER HOMES, LLC stiad 6240 MILLER RD. =- )' ALEXANDER, AR 72002 subd.doc NOTICE OF PUBLIC HEARING BEFORE THE LITTLE ROCK PLANNING COMMISSION ON AN APPLICATION TO SUBDIVIDE PROPERTY 03/01110 To ALL owners of land lying adjacent to (including across the street from) the boundary of the property located at: Nw C01WER OF SIMPSoti LkWIE E STEwhim RoAO (GENERAL LOCATION OF PROPERTY ON WHICH IS PROPOSED TO BE SUBDIVIDED) N (ADDRESS OF PROPERTY TO BE SUBDIVIDED, IF AVAILABLE) Owned by: W . (NAME OF OWNER) P.O. 24_1S91 (ADDRESS OF OWNER) Number of proposed lots: 3 ; Proposed use of property: RESMEtJTu kL NOTICE IS HEREBY GIVEN THAT an application for the subdivision of the property cited above has been riled with the Department of Planning and Development. A public hearing to review a preliminary plat for this property will be held by the little Rock Planning Commission on A RR 111 _ k_ -at 4%t5 D P.M. in the Board of Directors Chamber, second floor, Little Rock City Hall, located at 500 W. Markham Street. Note: The platting into lots and streets may involve a request for variances or waivers from the standards set forth in the Subdivision Regulations of the City of Little Rock. ALL PARTIES IN INTEREST MAY APPEAR and be heard at the above cited time and place, or any arty in interest may notify the Planning Commission of their views on this matter by letter. All persons interested in this request are invited to call or visit the Department of Planning and Development, located at 723 W. Markham St., phone, 371-4790, to review and discuss the application information with the Planning staff. Correspondence to the Planning Commission may be addressed to the Commission as a whole or to individual Commission members in care of the Little Rock Department of Planning and Development, 723 W. Markham St., Little Rock, AR 72201. AFFIDAVIT l hereby certify that I have notiricd all the abutting property owners of record of the above property that subject property is being considered for subdivision and that a Public Heating is to be held by the Little Bock Planning Commission at the time and place describ vc. Applicant (Owner or Authorized Agent) ame) (Date) City of Little Rock Department of Planning and Development Planning 723 West Markham Street Zoning and Little Rock, Arkansas 72201-1334 Subdivision Phone: (501) 371-4790 Fax: (501) 399-3435 or 371-6863 NOTICE OF PUBLIC HEARING BEFORE THE LITTLE ROCK PLANNING COMMISSION ON A REQUEST FOR A USE CHANGE OR DEVELOPMENT OF LAND March 23, 2017 Citizens of West Pulaski County Drew Kelso 4 Dressage Lane Little Rock, AR 72223 REQUEST: Quick's Lake Place Preliminary Plat (S-1787.), a request to allow the creation of three (3) residential lots from an existina 10-acre tract. GENERAL LOCATION OR ADDRESS: Stewart Road and Simpson Lane OWNED BY/APPLICANT: Georae Barnes III Owner — Marlar Enaineerina. Mike Marlar 501.753.1987) Aaent NOTICE IS HEREBY GIVEN THAT an application for a Preliminary Plat 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 June 8, 2017 at 4:00 P.M. This notice is provided in order to assure that neighborhood associations are aware of issues that may affect their neighborhood. Information requests should be directed to the Planning staff at 371-4790. Tony Bozynski Director of Planning and Development F%%,00OlMARLAR ENGINEERING CO., INC. Consulting Civil I'regPaieFrs &Land Surveyors EM= 5318 John F. Kennedy Boulevard INCORPORATED North Little Rock, Arkansas 72116 April 26, 2017 Vince Florian, P.E. Little Rock Public Works -Civil Engineering 701 W. Markham Street Little Rock, Arkansas 72201 RE: QUICK'S LAKE PLACE File NO.: S-1787 Dear Mr. Floriani, Regarding item 9 under Public Works Conditions of the returned comments for the above mentioned project, the sight distance at the intersection of our proposed entrance drive and Stewart Road does comply with AASHTO Green Book Standards, 2004 edition, Exhibit 9-55. The speed limit on Stewart Road is 25 mph in the curves & 30 mph on the straight a ways in the area. The required sight distance at 30 mph is 335 feet for left turn from stop per Exhibit 9-55. The distance from the center of the drive south to the crest of the hill on Stewart Road is approximately 399 feet. Please contact is if you have any questions. Sincerely, Marlar Engineering Co., INC. Mike P. Marlar, PE President PHONE (501) 753-1987 FAX (501) 753-1993 WWW.MARLAR-ENG.COM D? n rn D N iOf F dw��AO m N` C1 NgrySP4 3 ar D S' snniv4y < ° °n4aeF x1 RAP _ O� A � <D< lD r z VV (� <Aw �n0 p CVO-•�A -3 ml RaaeHn' ❑EP z o D p�,.y$eaq A a HRc p` N iO N �w �o nm ~�t o uoniNn�ii � A N a � � ._ — — — — — — -.. m — �_ — — — — — — — — — — — — Grl Frl 0 O + mo f o 2 � Z i D Crl mJ N s2ro4'5a-w Sw; A.- D ' n 0 Wo 9 �)• N V D.o�x3�� N CA O 3g N v ofi � D o p r4 (1 - -- ��$ �n - - qn ny0 ON 4 z Eta u: � zl s zl �x �� p 3 Q6co� fl x pnn v QQ■ vD BYO oD as sat ^ �TZ x� c ^,�Oo O °tl• Oo Ooo R. �8om Aor�i n»tea z xrog 3 ma FN,`L P-9ng A tiln� 4� �Z c� yAm AA nep?33 ononyx rT- O fm s^w•�N x9'na°v ➢H� _do i7'n � T 3m m• �On m oko z ,rz Oi gy A m 6 L9 Y L W W � QQ NJr o " m AD wO � G , 1 rn Ln - z m � D S m= T s 9 g r a �gaWra RA m - z z 1 � g 1 00 �# m � O / / 1 rI � I 0 r P 02 �d m 00 [P rn �: t Wz w Z m CD ! D A D D� I r C7 m + V I W Z f0 1C� J 11 T A LJ m T r O Z D Uj _� D A lJ W Imr— ru r D D James, Donna To: Jason Bouwknegt Subject: FW: SIGHT DISTANCE FOR QUICK'S LAKE PLACE ADDITION From: Hood, Mike Sent: Thursday, April 27, 2017 11:08 AM To: James, Donna <DJames@littlerock.gov>; Banihatti, Nat <NBanihatti@littlerock.gov> Subject: RE: SIGHT DISTANCE FOR QUICK'S LAKE PLACE ADDITION We support the item based on this correspondence. From: James, Donna Sent: Thursday, April 27, 2017 10:59 AM To: Banihatti, Nat <NBanihatti@littlerock.gov>; Hood, Mike <M hood@ littlerock. ov> Subject: FW: SIGHT DISTANCE FOR QUICK'S LAKE PLACE ADDITION From: Jason Bouwknegt [mailto:iason@marlar-ene.com] Sent: Thursday, April 27, 2017 10:58 AM To: Floriani, Vince <VFloriani@littlerock.gov> Cc: James, Donna <DJame_sC littlerock.gov>; jcranor@7pulaskicounty.net Subject: FW: SIGHT DISTANCE FOR QUICK'S LAKE PLACE ADDITION J'U0X(B0'vwyJMgT CADD TECHNICIAN 5318 JOHN F. KENNEDY BLVD. NORTH LITTLE ROCK, ARKANSAS P (501)753-1987 F (501)753-1993 Jason marlar-eng com From: Jason Bouwknegt Sent: Wednesday, April 26, 2017 4:02 PM To: Floriani, Vince (VFloriani@littlerock.ci Cc: James, Donna (DJames@Iittlerock.gov); jcranor@pulaskicounty.net Subject: SIGHT DISTANCE FOR QUICK'S LAKE PLACE ADDITION JM0NB0vW ,WELT CADD TECHNICIAN 5318 JOHN F. KENNEDY BLVD. NORTH LITTLE ROCK, ARKANSAS P (501)753-1987 F (501)753-1993 iason [g m a r[a r-e ng.com WeA PuWki T PuU" District 23 2810 Whispering Pines Road Little Rock, Arkansas 72210 501-821-9320 April 10, 2017 City of Little Rock -Planning Commission Attn: Donna James 723 W. Markham Street Little Rock, AR 72201 RE: Quick's Lake Place I, Ronald J. Wheeler -Fire Chief, have been made aware of the proposal for the Quick's Lake Place, located off Stewart Road. It is my understanding the three lots will be used for home sites. The West Pulaski Fire Protection District #23 provides fire protection service to the area, along with first responder Emergency Medical Services. A fire hydrant is located at the driveway of the development. If you have questions, or need additional information, I may be contacted at #(501)529- 2004. Sincerely, � r Ronald 1, Wheeler, Fire Chief CC. Greg Brewer, District Assessor Mike Marlar, Engineer file James, Donna From: Jim Cranor <jcranor@pulaskicounty.net> Sent: Wednesday, April 5, 2017 3:53 PM To: charlesquickjr@gmail.com; James, Donna Cc: Van McClendon Subject: Half Street improvements for Quick's Lake Place Final Plat Mr. Quick, Per our phone conversation this afternoon, this email is to confirm that Pulaski County will not require half street improvements to either Stewart Road or Simpson Lane for the Quick's Lake Place Addition. Please feel free to call if you have any questions. Thanks, Jim Jim Cranor RLA, CFM Pulaski County Planning and Development 3200 Brown Street Little Rock, AR 72204 501-340-8265 EarthTech, Inc. PO Box 73 Vilonia, AR 72173 Robert L. Goff, PSC, PS earthtechar.com robertlgoff@gmail.com (501) 472 - 1624 March 14, 2017 Charles Quick 107 Noyant Drive Little Rock, AR 72223 Re: 9.9 acres, 1220 Stewart Road, Little Rock, Arkansas 72223 Dear Mr. Quick, On March 10, 2017, I conducted a soils and site evaluation at the referenced property with the purpose of determining suitability for residential onsite wastewater systems on three 3.3 acre tracts located at the referenced address. Soil pits were excavated using a backhoe and were examined on the 3 proposed lots as shown on a proposed subdivision plat provided by you. The soil observations indicate that the soils on each proposed lot are suitable and meet the Arkansas Department of Health requirements for an onsite wastewater system. Any site disturbance such as cutting, filling, rutting, compaction could change the suitability. Please feel free to contact me if you any concerns or question. Sincerely, W�'O� Robert L. Goff, PSC, PS Arkansas Department of Health Designated Representative #7604085864 Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. A land use buffer six (6) percent of the average width / depth of the lot will be required when an adjacent property has a dissimilar use of a more restrictive nature. The minimum dimension shall be nine (9) feet. The surrounding properties are zoned R-2. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. The plantings, existing and purposed, shall be provided within the landscape ordinance of the city, section 15-81. A portion of the southeast buffer is deficient. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). For developments with more than one hundred fifty (150) parking spaces the minimum size of an interior landscape area shall be three hundred (300) square feet. Interior islands must be a minimum of seven and one half (7 1/2) feet in width. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. Landscape areas shall be provided between the vehicular use area used for public parking and the general vicinity of the building, excluding truck loading or service areas not open to public parking. These areas shall be equal to an equivalent planter strip three (3) feet wide along the vehicular use area. The development of two (2) acres or more requires the landscape plan to be stamped with the seal of a Registered Landscape Architect. A landscape irrigation system shall be required for developments of one (1) acre or larger. The City Beautiful Commission recommends preserving as many existing trees as - feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. Public Works Review Comments Planning Commission Board of Adjustment Agenda Date: 4-27-17 Z File Number S-1026-B Lot Z-2A-R Little Rock Industrial District Replat 2400 W. 65th St. 1 Engineering comments may apply at time of building permit or with future development. Z File Number S-1240-0 Steve Landers KIA Dealership Subdivision Site Colonel Glenn Plaza Loop 1 Sidewalks with appropriate handicap ramps are required to be installed adjacent to Colonel Glenn Plaza Loop in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan. 2 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 3 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is a variance being requested to advance grade beyond the north lot where development is proposed? 4 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner. 5 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 6 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. 7 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 8 Retaining walls designed to exceed 15 ft in height are required to seek a variance for construction. Provide proposed wall elevations. 9 Prior to construction of retaining walls, a engineer's certification of design and plans must be submitted to Public Works for approval. After construction, an as -built certification is required for construction of the retaining wall. 10 Unloading of vehicles is not allowed within the right-of-way. Show proposed delivery truck route within the site. Z File Number S-1787 Quick's Lake Place Pre Plat NWC Stewart Rd & Simpson Lane 1 Stewart Rd is classified on the Master Street Plan as a minor arterial. A dedication of right-of-way 45 feet from centerline will be required. Friday, March 31, 2017 Page 1 of 14 2 What is the status of Simpson Lane (public right-of-way/private easement)? If a public right-of-way, Simpson Lane is classified on the Master Street Plan as a residential street. A dedication of right-of- way 25 feet from centerline will be required. 3 A 20 feet radial dedication of right-of-way is required at the intersection of Stewart Rd and Simpson Lane depending on the status of Simpson Lane. 4 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Stewart Road including 5-foot sidewalks with planned development. A 6 ft wide paved shoulder should be provided on Stewart Rd adjacent to the subject property. 5 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Simpson Lane including 5-foot sidewalks with planned development. This conditions depends on the status of Simpson Lane. 6 All driveways shall be concrete aprons per City Ordinance. 7 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or 1 8 In accordance with Section 32-8, no obstruction to visibility shall be located within a triangular area 50' back from the intersecting right-of-way line (or intersecting tangent lines for radial dedications) at the intersection of driveway with Stewart Road. 9 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. A sight distance of at least 445 ft as shown in Exhibit 9-55 should be provided. Z File Number S-1788 Wellington Creek Subdivision Pre Plat SEC Chenal Parkway & Wellington Hills Road 1 Chenal Parkway is classified on the Master Street Plan as a principal arterial. Dedication of right-of- way should be a sufficient width to construct 1 additional - 11 ft lane, 2 ft of curb and gutter, a 6 ft green space, and a 5 ft sidewalk. 2 With site development, provide design of street conforming to the Master Street Plan. Construction one-half street improvements to Chenal Parkway, Chenal Parkway bridge, and the 5 ft sidewalk with planned development. One (1) additional lane should be constructed of an 11 ft lane width and 2 ft of curb and gutter. A payment should be made in -lieu of construction of the first 15 linear feet of the bridge. The payment should be for the estimated cost to widen the Chenal Parkway bridge to provide 3 - 11 ft vehicle travel lanes, a 2 ft parapet wall, a 10 ft pedestrian lane, and the outer bridge deck wall. The unit cost of the bridge widening was provided to the design professionals on the project. The payment should be made prior to approval of the final plat. With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Kanis Rd including the Kanis Road bridge and a 5-foot sidewalk with planned development. The new back of curb should be located 29.5 ft from the existing centerline with a 5 ft sidewalk placed at the property line. A payment in -lieu of construction should be provided for Kanis Road improvements prior to the approval of the final plat of a lot adjacent to Kanis Road. The payment should include the first 15 linear ft of the Kanis Road bridge. Payment should be for the estimated cost to widening the Rock Creek bridge to provide 2.5 - 11 ft vehicle travel lanes, a 2 ft parapet wall, a 10 ft pedestrian lane, and the outer bridge deck wall from the striped centerline of the bridge. The unit cost of the bridge widening was provided to the civil engineer. The payment should be made prior to approval of the final plat. Friday, March 31, 2017 Page 2 of 14 4 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 5 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is an advanced grading variance being requested to advance grade future phases with construction on lot 1? 6 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or land owner. 7 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 8 A special Grading Permit for Flood Hazard Areas will be required per Sec. 8-283 prior to construction. 9 The minimum Finish Floor elevation of at least 1 foot above the base flood elevation is required to be shown on plat and grading plans. 10 In accordance with Section 31-176, floodway areas must be shown as floodway easements or be dedicated to the public. In addition, a 25 foot wide drainage and access easement is required adjacent to the floodway boundary. The area within the proposed floodway should be rezoned Open Space. 11 Alteration of the water course will require approval from the Little Rock District of the US Army Corps of Engineers prior to start of work. 12 The proposed alteration of the floodway will require flood map revisions. Obtain a conditional letter of map revision (CLOMR) and no rise certification approval from Public Works and the Federal Emergency Management Agency prior to issuance of a grading permit and/or building permit. An approved letter of map revision (LOMR) must be obtained prior to issuance of a certificate of occupancy. 13 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. The lots share driveway access centered on the property line. The width of driveway must not exceed 36 feet. The driveway spacing on arterial streets is 150 ft from the side property line and 300 ft from street intersections and other driveways. Separate driveway variances are required for the driveway width and spacing. 14 Kanis Road is classified on the Master Street Plan as a minor arterial. A dedication of right-of-way 45 feet from centerline will be required. At arterial -arterial intersection an additional 10 ft of right-of- way measured from the centerline of the right-of-way should be dedicated for a right turn lane. The additional right-of-way shall normally be 250 ft in length measured from the intersecting right-of-way. The total dedication is 55 ft from centerline. 15 A 75 to 100 feet radial dedication of right-of-way is required at the intersection of Kanis Rd and Wellington Hills Road (arterial -arterial). 16 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). 17 Erosion controls must be installed to reduce discharge of polluted stormwater. 18 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. 19 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. Friday, March 31, 2017 Page 3 of 14 20 Prior to construction of retaining walls, a engineer's certification of design and plans must be submitted to Public Works for approval. After construction, an as -built certification is required for construction of the retaining wall. 21 Performance bond and payment for boundary street improvements are required to be provided prior to the approval of the final plat of a lot. Z File Number S-1788-A Kum and Go Convenience Store Site Plan Review 15617 Chenal Parkway width bridge Open An 1 Chenal Parkway is classified on the Master Street Plan as a principal arterial. Dedication of right-of- way should be a sufficient width to construct 1 additional - 11 ft lane, 2 ft of curb and gutter, a 6 ft green space, and a 5 ft sidewalk. 2 With site development, provide design of street conforming to the Master Street Plan. Construction one-half street improvements to Chenal Parkway, Chenal Parkway bridge, and the 5 ft sidewalk with planned development. One (1) additional lane should be constructed of an 11 ft lane and 2 ft of curb and gutter. A payment should be made in -lieu of construction of the first 15 linear feet of the bridge. The payment should be for the estimated cost to widen the Chenal Parkway bridge to provide 3 - 11 ft vehicle travel lanes, a 2 ft parapet wall, a 10 ft pedestrian lane, and the outer deck wall. The unit cost of the bridge widening was provided to the design professionals on the 3 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 4 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is an advanced grading variance being requested to advance grade future phases with construction on lot 1? 5 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or land owner. 6 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 7 A special Grading Permit for Flood Hazard Areas will be required per Sec. 8-283 prior to construction. 8 The minimum Finish Floor elevation of at least 1 foot above the base flood elevation is required to be shown on plat and grading plans. 9 In accordance with Section 31-176, floodway areas must be shown as floodway easements or be dedicated to the public. In addition, a 25 foot wide drainage and access easement is required adjacent to the floodway boundary. The area within the proposed floodway should be rezoned 10 Alteration of the water course will require approval from the Little Rock District of the US Army Corps of Engineers prior to start of work. 11 The proposed alteration of the floodway will require flood map revisions. Obtain a conditional letter of map revision (CLOMR) and no rise certification approval from Public Works and the Federal Emergency Management Agency prior to issuance of a grading permit and/or building permit. approved letter of map revision (LOMR) or the adoption of the preliminary FIRMs must be obtained prior to issuance of a certificate of occupancy. Friday, March 31, 2017 Page 4 of 14 variances for 12 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. The lots share driveway access centered on the property line. The width of driveway must not exceed 36 feet. The driveway spacing on arterial streets is 150 ft from the side property line and 300 ft from street intersections and other driveways. Separate driveway are required for the driveway width and spacing. 13 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). 14 Erosion controls must be installed to reduce discharge of polluted stormwater. 15 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 16 Prior to construction of retaining walls, a engineer's certification of design and plans must be submitted to Public Works for approval. After construction, an as -built certification is required construction of the retaining wall. 17 All driveways shall be concrete aprons per City Ordinance. 18 The access ramp on the NW corner of the property should be reconstructed per PW-51 to align the ramp with the Wellington Road pedestrian crossing. Z File Number Z-1620-A B & G Properties PID 3401 - 3423 Mabelvale Pike 1 Mabelvale Pike is classified on the Master Street Plan as a minor arterial. A dedication of right-of- way 45 feet from centerline will be required. 2 Due to the proposed use of the property, the Master Street Plan specifies that W. 34th Street for the frontage of this property must meet commercial street standards. Dedicate right-of-way to 30 feet from centerline. 3 A 20 feet radial dedication of right-of-way is required at the intersection of Mabelvale Pike and W. 34th St. Z File Number Z-1840-D Little Rock Raquet Club PD-O 1 Huntington Road 1 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. 2 A handicap ramp is required to be installed on Huntington Road at in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan. The access ramp has been constructed. 3 Provide a Sketch Grading and Drainage Plan for the additional parking areas per Sec. 29-186. 4 On site striping and signage plans must be desinged per MUTCD standards. 5 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 6 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. Friday, March 31, 2017 Page 5 of 14 for 7 Prior to construction of retaining walls, a engineer's certification of design and plans must be submitted to Public Works for approval. After construction, an as -built certification is required construction of the retaining wall. 8 Show the proposed parking wheel stops on the plan to confirm parking aisle widths and traffic flow. Z File Number Z-2306-B Hawkins PCD 600 E. 21st St. 1 A 20 feet radial dedication of right-of-way is required at the intersection of E. 21 st St. and Park Lane. 2 At the time of future builiding expansion or expansion of the use of the property, the driveways on E. 21st St. and Park Lane closest to the street intersection may be required to be closed. Z File Number Z-5442-F James Mitchell School Rev PCD 2410 S. Battery School 1 Due to the proposed use of the property, the Master Street Plan specifies that Battery Street for the frontage of this property must meet commercial street standards. Dedicate right-of-way to 30 feet from centerline. 2 Due to the proposed use of the property, the Master Street Plan specifies that 24th Street for the frontage of this property must meet commercial street standards. Dedicate right-of-way to 30 feet from centerline. 3 Due to the proposed use of the property, the Master Street Plan specifies that Summit Ave.for the frontage of this property must meet commercial street standards. Dedicate right-of-way to 30 feet from centerline. 4 Roosevelt Rd is classified on the Master Street Plan as a principal arterial with special design standards. Dedication of right-of-way to 35 feet from centerline will be required. 5 A 20 feet radial dedication of right-of-way is required at the four (4) street intersection adjacent to the site. 6 Repair or replace any curb and gutter or sidewalk that is missing, damaged, or obstructed by vegetation in the public right-of-way prior to occupancy. 7 Property frontage needs to have the sidewalks and ramps brought up to the current ADA standards. 8 Vehicle stacking or stopping within the public right-of-way for student pick up and drop off is not permitted. 9 Submit a Traffic Impact Study and/or Traffic Control Plan for the proposed project. Study should address trip generation and trip distribution for the development, vehicle stacking, student drop-off and pick-up and also should take into account existing and projected traffic growth. 10 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. Z File Number Z-5574-D United Methodist Children's Home Campus POD 2022 S. Fillmore St. 1 Charles Bussey Ave. is classified on the Master Street Plan as a residential street. A dedication of right-of-way 25 feet from centerline will be required. Friday, March 31, 2017 Page 6 of 14 2 Fillmore St. is classified on the Master Street Plan as a residential Street. A dedication of right-of- way 25 feet from centerline will be required. 3 A 20 feet radial dedication of right-of-way is required at the intersection of Fillmore St. and Charles Bussey Ave. 4 In accordance with Section 31-176, floodway areas must be shown as floodway easements or be dedicated to the public. In addition, a 25 foot wide drainage and access easement is required adjacent to the floodway boundary. 5 The area within the floodway should be rezoned Open Space. 6 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Charles Bussey Ave. including 5-foot sidewalks with planned development. The new back of curb should be located 13 ft from centerline. 7 Sidewalks with appropriate handicap ramps are required to be constructed along Fillmore St. in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan. 8 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 9 Remove existing driveways on Fillmore St. that are fenced and not proposed to be used. 10 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. A variance must be requested for an advanced grading permit for the "Lay Down" area. 11 Storm water detention ordinance applies to this property. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner to maintain. 12 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 13 The proposed driveway on Fillmore St. shall be constructed with concrete aprons per City Ordinance and not exceed 26 ft in width and not exceed a 15 ft radius. The call box for the gate shall be located no closer than 40 ft from Fillmore St. If the gate will be open all day during daylight hours, the gate can be located at least 20 ft from Fillmore St. 14 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 15 Obtain a franchise agreement from Public Works (Bennie Nicolo, 371-4818) for the private improvements located in the right-of-way such as parking, plantings, signage, fencing, etc... Z File Number Z-6054-C Fitts Auto Expansion Rev PCD 8421 Stagecoach Rd 1 Stagecoach Rd is classified on the Master Street Plan as a principal arterial. Dedication of right-of- way to 55 feet from centerline will be required. Friday, March 31, 2017 Page 7 of 14 2 Sidewalks with appropriate handicap ramps are required to be installed along Stagecoach Rd and extend to the side property line in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan. Addiitional sidewalk should be constructed along the frontage of the new property to the east. Sidewalk should also be constructed to the southwest property line west of the existing west driveway. 3 Obtain permits for improvements within State Highway right-of-way from AHTD, District VI. 4 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is an advanced grading variance being requested to grade future phases with construction of Phase 1? 5 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). Provide fmished floor elevations, floodplain and floodway, and fill embankments or retaining walls. 6 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or owner. 7 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 8 A special Grading Permit for Flood Hazard Areas will be required per Sec. 8-283 prior to construction. 9 The minimum Finish Floor elevation of at least 1 ft above the base flood elevation is required to be shown on plat and grading plans.. 10 In accordance with Section 31-176, floodway areas must be shown as floodway easements or be dedicated to the public. In addition, a 25 foot wide drainage and access easement is required adjacent to the floodway boundary. If property within the floodway should be zoned as Open 11 Vehicle offloading within the public right-of-way is not allowed. Provide the truck manuevering route on the site plan. 12 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 13 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. Driveway spacing on an arterial street is 300 ft from intersections and other driveways and 150 ft from the property line. The width of driveway must not exceed 36 feet. A variance must be requested for the proposed driveway location. Z File Number Z-6060-A Dash Heating & Cooling Rev PD-O 12417 Cantrell Road 1 Cantrell Rd is classified on the Master Street Plan as a principal arterial. Dedication of right-of-way to 55 feet from centerline will be required. 2 Due to Piedmont Pond located downstream of the subject property, adequate erosion controls are required to be installed and maintained during construction. 3 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Friday, March 31, 2017 Page 8 of 14 4 Storm water detention ordinance applies to this property. The project would qualify for a contribution in -lieu of construction at the time of the building permit. 4 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). Z File Number Z-6318-E Chenal Market Rev PCD 16105 Chenal Parkway 1 Stormwater detention is provided for proposed Lot 2 on proposed Lot 1. Maintenance of detention ponds is the responsbility of the property owner or property owner's association. How will detention be provided for proposed lot 2? 2 Access easements or shared access and parking should be provided. 3 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 4 In accordance with Section 31-176, floodway areas must be shown as floodway easements or be dedicated to the public. In addition, a 25 foot wide drainage and access easement is required adjacent to the floodway boundary. The floodway should be rezoned Open Space. Z File Number Z-6488-B KLR Properties POD 12400 Cantrell Road 1 All previous engineering comments and conditions made on the approved application apply Z File Number Z-6860-E Markham Harrison Properties PD-O 5307 A St. 1 Due to the proposed use of the property, the Master Street Plan specifies that A Street for the frontage of this property must meet commercial street standards. Dedicate right-of-way to 30 feet from centerline. 2 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to A St. including 5-foot sidewalks with planned development. The new curb should connect with the newly installed curb to the west at the same width. 3 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. A variance is required to be obtained for the driveway location. Driveway spacing on commercial streets is 250 ft from street intersections and other driveways and 125 ft from side property lines. Z File Number Z-7091-A Presbyterian Village PD-R 510 Brookside Drive 1 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 2 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. Z File Number Z-7895-D J & R Properties Rev PCD 716 Appianway St. Friday, March 31, 2017 Page 9 of 14 I The proposed gates should be installed as shown on plan. Z File Number Z-8472-D Mid -Town & Fair Park PCD SWC I-630 & Fair Park Blvd. (501) for 1 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 2 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 3 Plans of all work in right-of-way shall be submitted for approval prior to start of work. Obtain barricade permit prior to doing any work in the right-of-way from Traffic Engineering at 379- 1805 (Travis Herbner). 4 Storm water detention ordinance applies to this property. 5 Prior to construction of retaining walls, a engineer's certification of design and plans must be submitted to Public Works for approval. After construction, an as -built certification is required construction of the retaining wall. 6 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. 7 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 8 Provide additional right-of-way for "T" turnaround. Z File Number Z-8737-C Davis Storage Development PCD 8222 Stagecoach Road 1 Stagecoach Rd is classified on the Master Street Plan as a principal arterial. Dedication of right-of- way to 55 feet from centerline will be required. 2 The proposed driveway apron(s) should be constructed in accordance with AHTD driveway details to provide future pedestrian crossing in conformance with ADA guidelines. 3 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 4 Obtain permits for improvements within State Highway right-of-way from AHTD, District VI. 5 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Will construction of the development be phased? Will an advance grading variance be requested to advance grade future phases with the construction of phase 1? 6 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). 7 Storm water detention ordinance applies to this property. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner. 8 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. Friday, March 31, 2017 Page 10 of 14 9 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 10 If a drive thru fast food restaurant is proposed, show the amount of vehicle stack and the order board location. 11 Sidewalks with appropriate handicap ramps are required to be constructed adjacent to Stagecoach Road in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan. The back of the new sidewalk should be located at the property line and connected with existing adjacent sidewalk. 12 A special Grading Permit for Flood Hazard Areas will be required per Sec. 8-283 prior to construction. 13 The minimum Finish Floor elevation of of at least 1 ft above the base flood elevation is required to be shown on plat and grading plans. 14 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. A variance is required for the proposed driveways. Driveway spacing on arterial streets is 300 ft between driveways and intersections and 150 ft from side property lines. The width of driveway must not exceed 36 feet. Z File Number Z-9023-B 6608 Baseline Road PD-O 6608-Baseline Rd 1 Repair or replace any curb and gutter or sidewalk that is damaged in the prior to the issuance of the certificate of occupancy. 2 Obtain permits for improvements within State Highway right-of-way from AHTD, District VI. Z File Number Z-9103-A Small Emergency Hospital POD 10115 Rodney Parham Rd 1 Rodney Parham Rd is classified on the Master Street Plan as a minor arterial. A dedication of right- of-way 45 feet from centerline will be required. 2 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. The existing curb cuts not planned to be used should be removed and replaced with curb and gutter and new sidewalk if needed. 3 In accordance with Section 31-176, floodway areas must be shown as floodway easements or be dedicated to the public. In addition, a 25 foot wide drainage and access easement is required adjacent to the floodway boundary. The floodway should be rezoned Open Space. 4 Pedestrian access should be provided to the front door of the facility from the right-of-way. 5 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. 6 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). Show the proposed finished floor elevation. 7 The minimum Finish Floor elevation of at least 1 ft above the base flood elevation is required to be shown on plat and grading plans. Friday, March 31, 2017 Page 11 of 14 8 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner. 9 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 10 A special Grading Permit for Flood Hazard Areas will be required per Sec. 8-283 prior to construction. 11 Hauling of fill material on or off site over municipal streets and roads requires approval prior to a grading permit being issued. Contact Public Works Traffic Engineering at 621 S. Broadway, (501) 379-1805 (Travis Herbner) for more information. 12 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. The width of driveway must not exceed 36 feet. The proposed driveway location creates left turn conflicts. A variance is required for the proposed driveway location. The driveway spacing on arterial streets is at least 150 ft from the property line and at least 300 ft from intersections and other driveways. 13 In accordance with Section 32-8, no obstruction to visibility shall be located within a triangular area 50' back from the intersecting right-of-way line (or intersecting tangent lines for radial dedications) at the proposed driveway. 14 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 15 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. Z File Number Z-9207 Lawson West PD-C 5000 Hope Lane 1 The private street should connect into Lawson Road with a concrete apron per City Ordinance. 2 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. Sight distance of at least 445 ft must be provided. 3 Lawson Road is classified on the Master Street Plan as a minor arterial. A dedication of right-of-way 45 feet from centerline will be required. 4 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or land owner. 5 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 6 In accordance with Section 32-8, no obstruction to visibility shall be located within a triangular area 50' back from the intersecting right-of-way line (or intersecting tangent lines for radial dedications) at the intersection of private street with Lawson Rd. Z File Number Z-9208 Graham Property Management PD-R 1417 Kavanaugh Blvd 0 No comments Friday, March 31, 2017 Page 12 of 14 Z File Number Z-9209 Arkansas Indoor Soccer PID 6611 Young Road 1 Young Road is classified on the Master Street Plan as a collector street. A dedication of right-of-way 30 feet from centerline will be required. 2 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 3 Storm water detention will not apply to the proposed development being less than 1 acre in size. Z File Number Z-9210 Lawson PD-R 324 Walnut St. 1 A 20 feet radial dedication of right-of-way is required at the intersection of C St. and Walnut St. 2 The fence must be moved out of the public right-of-way. 3 Where is vehicle parking proposed outside of the right-of-way? The face of the garage must be located at least 20 ft from the property line. A parking pad must be constructed of sufficient length and width for 1 car to park outside of the right-of-way. Z File Number Z-9211 The Crest at Chenal PD-R South of Chenal Pkwy & Northfield Dr With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Chenal Parkway including 5-foot sidewalks with planned development. Chenal Parkway should be widened to conform with the Master Street Plan. A left turn lane with tapers should be provided which may result in widening apast the property line. 2 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is the construction of the project planned to be phased? 3 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). 4 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner. 5 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 6 Show proposed gate and call box locations. 7 In accordance with Section 32-8, no obstruction to visibility shall be located within a triangular area 50' back from the intersecting right-of-way line (or intersecting tangent lines for radial dedications) at the driveway intersection. 8 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards and provides at least 500 ft of unobstructed sight distance for 45 mph. 9 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. Friday, March 31, 2017 Page 13 of 14 10 The owner and/or manager of each multi -family residence of 100 or more dwelling units shall provide recycling and encourage participation by the tenants, renters, or owners of each unit. Contact Melinda Glasgow at 371-4646 for more information. 11 The proposed median in the driveway is too wide and should be narrowed to 12 to 15 ft in width. The nose of the median should be placed no closer than 12 ft from the future back of curb on Chenal Parkway. Friday, March 31, 2017 Page 14 of 14 Public Works Review Comments Board of Adjustment Agenda Date: 4/27/2017 Z File Number 5-1788 Wellington Creek Subdivision Pre Plat Planning SEC Chenal Parkway & Wellington Hills Road 1 Chenal Parkway is classified on the Master Street Plan as a principal arterial. Dedication of right-of- way should be a sufficient width to construct 1 additional - 11 ft lane, 2 ft of curb and gutter, a 6 ft green space, and a 5 ft sidewalk. 2 With site development, provide design of street conforming to the Master Street Plan. Construction one-half street improvements to Chenal Parkway, Chenal Parkway bridge, and the 5 ft sidewalk with planned development. One (1) additional lane should be constructed of an I 1 ft lane width and 2 ft of curb and gutter. A payment should be made in -lieu of construction of the first 15 linear feet of the bridge. The payment should be for the estimated cost to widen the Chenal Parkway bridge to provide 3 - 11 ft vehicle travel lanes, a 2 ft parapet wall, a 10 ft pedestrian lane, and the outer bridge deck wall. The unit cost of the bridge widening was provided to the design professionals on the project. The payment should be made prior to approval of the final plat. With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Kanis Rd including the Kanis Road bridge and a 5-foot sidewalk with planned development. The new back of curb should be located 29.5 ft from the existing centerline with a 5 ft sidewalk placed at the property line. A payment in -lieu of construction should be provided for Kanis Road improvements prior to the approval of the final plat of a lot adjacent to Kanis Road. The payment should include the first 15 linear ft of the Kanis Road bridge. Payment should be for the estimated cost to widening the Rock Creek bridge to provide 2.5 - 11 ft vehicle travel lanes, a 2 ft parapet wall, a 10 ft pedestrian lane, and the outer bridge deck wall from the striped centerline of the bridge. The unit cost of the bridge widening was provided to the civil engineer. The payment should be made prior to approval of the final plat. 4 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 5 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is an advanced grading variance being requested to advance grade future phases with construction on lot 1? 6 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or land owner. 7 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 8 A special Grading Permit for Flood Hazard Areas will be required per Sec. 8-283 prior to construction. 9 The minimum Finish Floor elevation of at least 1 foot above the base flood elevation is required to be shown on plat and grading plans. Monday, April 03, 2017 Page 1 of 2 10 In accordance with Section 31-176, floodway areas must be shown as floodway easements or be dedicated to the public. In addition, a 25 foot wide drainage and access easement is required adjacent to the floodway boundary. The area within the proposed floodway should be rezoned Open Space. 11 Alteration of the water course will require approval from the Little Rock District of the US Army Corps of Engineers prior to start of work. 12 The proposed alteration of the floodway will require flood map revisions. Obtain a conditional letter of map revision (CLOMR) and no rise certification approval from Public Works and the Federal Emergency Management Agency prior to issuance of a grading permit anftr building permit. An approved letter of map revision (LOMR) must be obtained prior to issuance of a certificate of occupancy. 13 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. The lots share driveway access centered on the property line. The widthof driveway must not exceed 36 feet. The driveway spacing on arterial streets is 150 ft frorn the side property tine and 300 ft from street intersections and other driveways. Separate driveway variances are required for the driveway width and spacing. 14 Kanis Road is classified on the Master Street Plan as a minor arterial. A dedication of right-of-way 45 feet from centerline will be required. At arterial -arterial intersection an additional 10 ft of right-of- way measured from the centerline of the right -of way should be dedicated for a right turn lane. The additional right of way shall normally be 250 ft in length measured from the intersecting right-of-way. The total dedication is 55 ft from centerline. 15 A 75 to 100 feet radial dedication of right-of-way is required at the intersection of Kanis Rd and Wellington Hills Road (arterial -arterial). 16 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). 17 Erosion controls must be installed to reduce discharge of polluted stormwater. 18 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. 19 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 20 Prior to construction of retaining walls, a engineer's certification of design and plans must be submitted to Public Works for approval. After construction, an as -built certification is required for construction of the retaining wall. 21 Performance bond and payment for boundary street improvements are required to be provided prior to the approval of the final plat of a lot. 22 Per Section 29-190, a minimum undisturbed strip 25 ft wide except for reasonable access shall be provided along each side of streams having a 10 yr storm >150 cfs. The undisturbed strip should be measured from the top of the bank. 23 In accordance with 31-210 (h)(12), access driveways running parallel to the street shall not create a four-way intersection within 75' of the future curb line of the street. Monday, April 03, 2017 Page 2 of 2 To: Dana Carney, Zoning & Subdivision Manager Date: 3-30-17 Donna James, Zoning Monte Moore, Subdivision From: Curtis Richey / Mark Alderfer: Building Codes Building Code Comments: Z-1840-D 1 Huntington Road Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; cricheye littlerock.gov or Mark Alderfer at 501.371.4875; maiderfer@littlerock..qov . Z-1620-A 3401 - 3423 Mabelvale Pike NC Z-5574-D 2022 S. Fillmore Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichev@littlerock.gov or Mark Alderfer at 501.371.4875; malderfer@littierock.gov . Z-9103-A 10115 Rodney Parham Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichev@littlerock.gov or Mark Alderfer at 501.371.4875; malderfer@littlerock.gov . Z-6060-A 12417 Cantrell NC Z-9211 West side of Chenal % mile south of Northfield Drive Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey@iittlerock.gov or Mark Alderfer at 501.371.4875; malderfer@littlerock.gov . Z-6860-E 5307 A Street NC S-1026-B 2400 West 65th Street NC Z-7895-D 716 Appian Way NC S-1240-0 Colonel Glenn Plaza Loop Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichev@littlerock.gov or Mark Alderfer at 501.371.4875; ma Ide rfe rP little rock. ov . Z-5442-F 2410 South Batte 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; crichevPlittlerock.,gov or Mark Alderfer at 501.371.4875; malderfer@littleroc(t_ Z-9209 6611 Young Road NC Z-7091-A 510 Brookside Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; cricheYPlittlerock.gav or Mark Alderfer at 501.371.4875; malderfer littlerock. ov . Z-9023-B 6608 Baseline Road Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; cricheyelittlerock.gov or Mark Alderfer at 501.371.4875; malderfer@littlerock.gov . S_-1788 SEC Chenal and Wellington Hills Road NC S-1788-A 1561 Chenal Parkway Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; cricheyPlittlerock.gov or Mark Alderfer at 501.371.4875; malder-fer@iittlerock.gov . Z-6318-E 16105 Chenal Par NC Z-89737-C 8222 Stagecoach Road Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; c richey Aittierock ov or Mark Alderfer at 501.371.4875; malderfer@iittlerock.gov . Z-60654-C 8421 Stagecoach Road NC S-1787 Stewart Road and Sampson Lane NC Z-9207 5000 Hope Lane NC Z-9208 1417 Kavanaugh Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey@littlerock.gov or Mark Alderfer at 501.371.4875; maiderfer@littlerock.eov . Z-2306-B 600 East 215t Street Project is a change in occupancy and is therefore subject to current building code requirements. Review and approval is required by Building Codes Division before occupancy takes place. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey@littlerock.arg or Mark Alderfer at 501.371.4875; malderfer@littlerock.org. Z-9210 SWC C and Walnut Street — 324 Walnut Street NC Regards, Curtis Richey Commercial Plans Examiner Quick's Lake — PCRB Comments — 3/31/17 Provide letter and engineering certification for the new driveway stating that intersection will have a safe sight distance and meet AASHTO sight distance requirements. rev 5-26-16 Pulaski County Final Plat Checklist PLANNING AND DEVELOPMENT 3200 BROWN STREET LITTLE ROCK, AR 72204 501-340-8260 DATE: 3/27/17 DEVELOPMENT: Quick Lake's Place Lots 1-3 Final Plat LOCATION: East side of Hwy 300 South of Pinnacle Road ENGINEER/SURVEYOR: Mike Marlar PLANNING JURISDICTION: Pulaski County/LR ETJ Van McClendon Planning & Development Director The final plat shall indicate the following information: 1) no 3.7 A. L-3. LETTER OF APPLICATION, BELL OF ASSURANCE 2) yes 3.7 C.1.4. 15 COPIES OF THE PROPOSED FINAL PLAT 3) yes 3.7 C.5.a. NAME OF SUBDIVISION (NO DUPLICATION) 4) yes 3.7 C.5.b. NAME AND ADDRESS OF OWNER OF RECORD 5) yes 3.7 C.5.c. SOURCE OF TITLE 6) yes 3.7 C.5.d. NAME AND ADDRESS OF SUBDIVIDER 7) no 3.7 C.5.e. DATE OF DRAWING, NORTH POINT, GRAPHIC SCALE AND TWO LAND CORNERS AND STATE PLANE C ORDINATES FOR AT LEAST TWO POINTS 8) yes 3.7 C.51. LOCATION OF PLAT/TRACT BY LEGAL DESCRIPTION GIVING ACREAGE 9) yes 3.7 C.5.g.-h. VICINITY MAP AND MAP KEY 10) no 3.7 C.5.i. TRUE COURSES AND DISTANCES TO TWO NEAREST ESTABLISHED SECTION CORNERS OR BENCHMARKS AND STATE PLANE COORDINATES FOR BOTH POINTS 11) yes 3.7 C.5 j. BOUNDARY LINES OF TRACT WITH EXACT DIMENSIONS 12) yes 3.7 C.51. MUNICIPAL, COUNTY OR SECTION LINES 13) yes 3.7 C.5.1. STREET AND ALLEY AND OTHER R.O.W. LINES 14) yes 3.7 C.5.m. STREET CENTERLINES WITH ANGLES AND DISTANCES 15) yes 3.7 C.5.n. LOT AND BLOCK NUMBERS rev 5-26-16 16) yes 3.7. C.5.o. EASEMENTS, PUBLIC SERVICE, UTILITY, RIGHT OF WAY, ETC. 17) n/a 3.7 C.5.p. ACCURATE OUTLINES AND DESCRIPTIONS OF PUBLIC USE AREAS 18) no 3.7 C.5.q. ACCURATE MONUMENT LOCATION AND DESCRIPTION 19) yes 3.7 C.5.r. DIMENSIONS, ANGLES, ETC. 20) n/a 3.7 C.5.s. CERTIFICATE OF ENGINEERING IF DESIGNED IMPROVEMENTS INCLUDED 21) yes 3.7 C.5.t. CERTIFICATE OF SURVEYING ACCURACY 22) yes 3.7 C.5.u. CERTIFICATE OF OWNER 23) no 3.7 C.5.w. CERTIFICATE OF FINAL APPROVAL 24) no 3.7 C.6.a. CERTIFICATION OF WATER SUPPLY AND SANITARY SEWER DISPOSAL 25) n/a 3.7 C.6.b. CALCULATION AND FIELD NOTES 26) n/a 3.7 C.6.c. REQUIRED BONDS, LETTERS OF CREDIT, CASH DEPOSITS, ETC. 27) no 3.7 C.6.d. ELECTRONIC COPY OF THE FINAL PLAT IN AUTOCAD 2000 OR HIGHER 28) yes 3.7 C.6.e. FEMA PANEL NUMBER AND FLOODWAY/PLAIN DESIGNATED 29) n/a 3.7C.6.£ ELEVATION CERTIFICATES 30) n/a 3.13 C.A PHASING 31) no 4.1 A. ACCESS 32) no 4.1B.1.-3. CONFORMANCE TO MUNICIPAL AND COUNTY PLANS 33) yes 4.11). STREET(S) NAME 34) n/a 4.1E. LANDLOCKED PARCELS 35) n/a 4.117.1.4. NEW PRIVATE STREETS 36) n/a 4.2 A.I.-12. DESIGN SPECIFICATIONS (STREETS) 37) n/a 4.2 B.1.-2. BLOCKS 38) yes 4.2 C.I.-6. LOT DESIGN 39) yes 4.2 D. EASEMENTS 40) n/a 4.2. E. PARKING 41) n/a 8.1 DEVELOPMENT IN WATERSHED OF PUBLIC WATER SUPPLY 42) n/a 8.2 A-C WASTEWATER DISCHARGE PLAN 43) n/a 8.3 STORMWATER DISCHARGE PLAN 44) n/a 8.4 A-G PERFORMANCE STANDARDSBMP'S USED rev 5-26-16 45) n/a 8.7 A-B ADDITIONAL PLAT AND SITE PLAN APPLICATION REQUIREMENTS 46) n/a 8.8 NPDES REQUIREMENTS 47) n/a 8.9A-D UNDISTURBED AREAS 48) n/a 8.10A-B CONSTRUCTION ON VERY HIGH SLOPES 49) no FEES PAID Staff Comments: 1.) Provide Bill of Assurance for review. 7.) Provide state plane coordinates for two lot corners. 10.) Show distance to second section or quarter section corner and provide state plane coordinates for both corners. 18.) Label all property corner pins. 23.) Provide Pulaski County Certificate of Final Approval. 24.) Provide Health Department approval all undeveloped lots. 27.) Provide copy of plat in autocad format. 31.) Adjust easement once right of way is dedicated for Stewart Road. 32.) Dedicate right of way as required to equal 45' (one half of a minor arterial) west from the Stewart Road centerline. Label the Stewart Road Centerline. 49.) Pay $10.00 review fee. Additional Staff Comments: Adjust building line once the right of way for Stewart Road is dedicated. Add note to plat and bill of assurance stating that rear setback for both lots is 25' minimum and side yard setbacks to be 8' minimum. Obtain driveway permits from Pulaski County Road and Bridge for all new driveways off Stewart Road. The 4.88 acre tract to the north of Lot 1 needs to be included as a Lot in this plat as it differs from its original configuration and is less than 10 acres. The 4.88 acre tract may also be combined with the 14.33 acre tract Mr. Barnes owns to the west and shown as a separate tract on this plat and therefore would not need to be platted as a lot. Pulaski County Road and Bridge requires a site distance certification for the driveway location prior to approval of the plat. Contact Daniel Phillips at 501-340-6800 for further information. Staff Recommendation: Approval subject to compliance with staff requirements. Z-1620-A Address: 3401 — 3423 Mabelvale Pike Planning Division: This request is located in 1630 Planning District. The Land Use Plan shows Light lndustrial (LI) for these properties_ The Light Industrial category provides for light warehouse, distribution or storage uses, and/or other industrial uses that are developed in a well -designed "park like" setting. The applicant has applied for a rezoning from 1-2 (Light Industrial District) to Short -form PID (Planned Industrial Development) to recognize existing multi -family. Master Street Plan: North of the properties is W 34t" Street and it is shown as a Local Street on the Master Street Plan. West of the properties is Mabelvale Pike and it is shown as a Minor Arterial on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. Local Streets that are abutted by non-residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. A Minor Arterial provides connections to and through an urban area and their primary function is to provide short distance travel within the urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Mabelvale Pike since it is a Minor Arterial. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: A Class II Bike Lane is shown along Mabelvale Pike. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Z-1840-D Address: 1 Huntington Road Planning Division: This request is located in West Little Rock Planning District. The Land Use Plan shows Public Institution (PI) for this property. This category includes public and quasi -public facilities that provide a variety of services to the community such as schools, libraries, fire stations, churches, utility substations, and hospitals. The applicant has applied for a rezoning from R4 (Two -Family District) to Long -form PD-O (Planned Development Office) to allow for additional parking and a parking deck to the existing site (Little Rock Athletic Club). Master Street Plan: East of the property is Huntington Road and it is shown as a Local Street on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. Local Streets that are abutted by non- residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. This street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There are no bike routes shown in the immediate vicinity. Z-2306-B Address: 600 East 21th Street Planning Division: This request is located in Central City Planning District. The Land Use Plan shows Residential Low Density (RL) for this property. The Residential Low Density (RL) category provides for single family homes at densities not to exceed 6 units per acre. Such residential development is typically characterized by conventional single family homes, but may include patio or garden homes and cluster homes, provided that the density remain less than 6 units per acre. The applicant has applied for a rezoning from R-4 (Two -Family District) to Short -form PCD (Planned Commercial Development) to allow commercial uses in existing vacant commercial building. Master Street Plan: Park Lane and East 21st Street are both shown as Local Streets on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. Local Streets that are abutted by non- residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There are no bike routes shown in the immediate vicinity. Z-5442-F Address: 2410 South Battery Street Planning Division- This request is located in Central City Planning District. The Land Use Plan shows Mixed Use (MX) for this property The Mixed Use category provides for a mixture of residential, office, and commercial uses to occur. A Planned Zoning District is required if the use is entirely office or commercial or if the use is a mixture of the three. The applicant has applied for a Rezoning from a PCD (Planned Commercial Development) to a Revised Short -form PCD (Planned Commercial Development) to review the placement of a school within the existing building. Master Street Plan: S Summit St, W 24st and S Battery St are shown as a Local Streets on the Master Street Plan. South of the property is W Roosevelt RD and is shown as a Principal Arterial on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. Local Streets that are abutted by non-residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. The primary function of a Principal Arterial Street is to serve through traffic and to connect major traffic generator or activity centers within an urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on W Roosevelt Road since it is a Principal Arterial. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There are no bike routes shown in the immediate vicinity. Z-5574-D Address: 2022 S Fillmore Planning Division: This request is located in 1630 Planning District. The Land Use Plan shows Public Institution (PI) for this property. This category includes public and quasi -public facilities that provide a variety of services to the community such as schools, libraries, fire stations, churches, utility substations, and hospitals. The applicant has applied for a rezoning from R-2 (Single -Family District) to Long -form POD (Planned Office Development) to allow a Methodist Children's Home to add a new building with parking to this campus. Master Street Plan: S Fillmore St and W Charles Bussey Ave are both shown as a Local Streets on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. Local Streets that are abutted by non- residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There are no bike routes shown in the immediate vicinity. Z-6054-F Address: 8421 Stagecoach Road Planning Division: This request is located in Otter Creek Planning District. The Land Use Plan shows C (Commercial) and MOC (Mixed Office and Commercial) for this property. The Commercial category includes a broad range of retail and wholesale sales of products, personal and professional services, and general business activities. Commercial activities vary in type and scale, depending on the trade area that they serve. The Mixed Office and Commercial category provides for a mixture of office and commercial uses to occur. Acceptable uses are office or mixed office and commercial. A Planned Zoning District is required if the use is mixed office and commercial. The applicant has applied for a rezoning from C-4 (Open Display District), PCD (Planned Commercial Development) and R-2 (Single - Family Development) to PCD (Planned Commercial Development) to allow for expansion of the existing commercial use. Master Street Plan: North of the property is Stagecoach Road and it shown as a Principal Arterial on the Master Street Plan. The primary function of a Principal Arterial Street is to serve through traffic and to connect major traffic generator or activity centers within an urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Stagecoach Road since it is a Principal Arterial. This street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: A Class II Bike Lane is shown along Stagecoach Road. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Z-6060-A Address: 12417 Cantrell Road Planning Division_: This request is located in River Mountain Planning District. The Land Use Plan shows Office (0) for this property. The office category represents services provided directly to consumers (e.g., legal, financial, medical) as well as general offices which support more basic economic activities. The applicant has applied for a Rezoning from PD-O (Planned Development Office) and R-2 (Single- family district) to Revised Short -form PD-O (Planned Development Office) to add additional land area. The request is within the Highway 10 Design Overlay District. Master Street Plan: North of the Property is Cantrell Road and it shown as a Principal Arterial on the Master Street Plan. The primary function of a Principal Arterial Street is to serve through traffic and to connect major traffic generator or activity centers within an urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Cantrell Road since it is a Principal Arterial. This street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: A Class I Bike Path is shown along Cantrell Road. A Bike Path is to be a paved path physically separate for the use of bicycles. Additional right-of-way or an easement is recommended. Nine -foot paths are recommended to allow for pedestrian use as well (replacing the sidewalk). Z-6318-E Address: 16105 Chenal Parkway Planning Division: This request is located in Ellis Mountain Planning District. The Land Use Plan shows Commercial (C) for this property. The Commercial category includes a broad range of retail and wholesale sales of products, personal and professional services, and general business activities. Commercial activities vary in type and scale, depending on the trade area that they serve. The applicant has applied for a rezoning from PCD (Planned Commercial Development) to a revised Long -form PCD (Planned Commercial Development) to allow the creation of an additional lot. The request is within the Highway 10 Design Overlay District. Master Street Plan: North of the property is Chenal Parkway and it shown as a Principal Arterial on the Master Street Plan. West of the property is Kirk Road and it is shown as a Collector on the Master Street Plan The primary function of a Principal Arterial Street is to serve through traffic and to connect major traffic generator or activity centers within an urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Chenal Parkway since it is a Principal Arterial. The primary function of a Collector Road is to provide a connection from Local Streets to Arterials. These Streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. The request is within the Chenal Design Overlay District. Bicycle Plan: A Class I Bike Path is shown along Chenal Parkway. A Bike Path is to be a paved path physically separate for the use of bicycles. Additional right- of-way or an easement is recommended. Nine -foot paths are recommended to allow for pedestrian use as well (replacing the sidewalk). Z-6860-E Address: 5307 A Street Planning Division: This request is located in Heights Hillcrest Planning District. The Land Use Plan shows Office (0) for this property. The office category represents services provided directly to consumers (e.g., legal, financial, medical) as well as general offices which support more basic economic activities. The applicant has applied for a rezoning from 0-3 (General Office District) to Short - form POD (Planned Office Development) to allow a parking lot. The request is within the Midtown Design Overlay District. Master Street Plan: North of the property is A Street and it shown as a Local Street on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. A Collector design standard is used for Commercial Streets. This Streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicvcle Plan: There are no bike routes shown in the immediate vicinity. Z-7091-A Address: 501 Brookside Drive Planning Division: This request is located in West Little Rock Planning District. The Land Use Plan shows Residential High (RH) for this property. The Residential High category accommodates residential development of more than twelve (12) dwelling units per acre. The applicant has applied for a rezoning from PRD (Planned Residential Development) to Revised Short -form PD-R (Planned Development Residential) to allow the construction of a chapel adjacent to the existing nursing home. Master Street Plan: North of the property is Brookside Drive and it shown as a Local Street on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. A Collector design standard is used for Commercial Streets. This Street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There are no bike routes shown in the immediate vicinity. Z-7895-D Address: 716 Appianway St Planning Division: This request is located in the 1-630 Planning District. The Land Use Plan shows Mixed Office and Commercial (MOC). The Mixed Office and Commercial category provides for a mixture of office and commercial uses to occur. Acceptable uses are office or mixed office and commercial. A Planned Zoning District is required if the use is mixed office and commercial. The applicant has applied for a Rezoning from PCD (Planned Commercial Development) to a Revised Short -form PCD (Planned Commercial Development) to allow outdoor storage of materials. Master Street Plan: East of the property is Appian Street and it shown as a Local Street on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. A Collector design standard is used for Commercial Streets. This Street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There are no bike routes shown in the immediate vicinity. Z-8737-C Address: 8222 Stagecoach Road Planning Division: This request is located in the Crystal Valley Planning District. The Land Use Plan shows Commercial (C). The Commercial category includes a broad range of retail and wholesale sales of products, personal and professional services, and general business activities. Commercial activities vary in type and scale, depending on the trade area that they serve. The applicant has applied for a rezoning from C-3 (General Commercial Development) to Long -form PCD (Planned Commercial Development) to allow a mini -warehouse on site. Master Street Plan: South of the property is Stagecoach Road and it shown as a Principal Arterial on the Master Street Plan. The primary function of a Principal Arterial Street is to serve through traffic and to connect major traffic generator or activity centers within an urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Stagecoach Road since it is a Principal Arterial. This street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: A Class II Bike Lane is shown along Stagecoach Road. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Z-9023-B Address: 6608 Baseline Road Planning Division: This request is located in the Geyer Springs West Planning District. The Land Use Plan shows Office (0). The office category represents services provided directly to consumers (e.g., legal, financial, medical) as well as general offices which support more basic economic activities. The applicant has applied for a rezoning from R-2 (Single -Family District) to Short -form PD-O (Planned Development Office) with 0-3 uses. Master Street Plan: South of the property is Baseline Road and it shown as a Principal Arterial on the Master Street Plan. The primary function of a Principal Arterial Street is to serve through traffic and to connect major traffic generator or activity centers within an urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians Baseline Road since it is a Principal Arterial. This Street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: A Class II Bike Lane is shown along Baseline Road. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Z-9103-A Address: 10115 Rodney Parham Road Planning Division: This request is located in the Rodney Parham Planning District. The Land Use Plan shows Office (0). The office category represents services provided directly to consumers (e.g., legal, financial, medical) as well as general offices which support more basic economic activities. The applicant has applied for a rezoning from 0-3 (General Office District) to Short -form POD (Planned Office Development) to add hospital as an allowable use. Master Street Plan: South of the property is Rodney Parham Road and it shown as a Minor Arterial on the Master Street Plan. Arterial provides connections to and through an urban area and their primary function is to provide short distance travel within the urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Rodney Parham Road. This street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: A Class II Bike Lane is shown along Rodney Parham Road. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Z-9207 Address: 5000 Hope Lane Planning Division: This request is located in the Ellis Mountain Planning District. The Land Use Plan shows Residential Low Density (RL). The Residential Low Density (RL) category provides for single family homes at densities not to exceed 6 units per acre. Such residential development is typically characterized by conventional single family homes, but may include patio or garden homes and cluster homes, provided that the density remain less than 6 units per acre. The applicant has applied for a rezoning from R-2 (Single -Family District) to Short -form PD-C (Planned Development Commercial) to allow contractor office and equipment storage Master Street Plan: East of the property is Hope Lane and it shown as a Local Street on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. A Collector design standard is used for Commercial Streets. This Street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There are no bike routes shown in the immediate vicinity. Z-9208 Address: 1417 Kavanaugh Boulevard Planning Division: This request is located in the Heights Hillcrest Planning District. The Land Use Plan shows Residential High Density (RH). The Residential High category accommodates residential development of more than twelve (12) dwelling units per acre. The applicant has applied for a rezoning from R5 (Urban Residence District) to Short -form PD-R (Planned Development Residential) to allow rebuilding of a 4-plex. The request is within Hillcrest Overlay District. Master Street Plan: North of the property is Kavanaugh Blvd and it shown as a Collector on the Master Street Plan. The primary function of a Collector Road is to provide a connection from Local Streets to Arterials. This Street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There is a Class III Bike Route shown on Kavanaugh Blvd. These bike routes require no additional right-of-way, but either a sign or pavement marking to identify and direct the route. Z-9209 Address: 6011 Young Road Plann[nq Division: This request is located in the 65t" East Planning District. The Land Use Plan shows Industrial (1). The industrial category encompasses a wide variety of manufacturing, warehousing research and development, processing, and industry related office and service activities. Industrial development typically occurs on an individual tract basis rather than according to an overall development plan. The applicant has applied for a rezoning from 1-2 (light Industrial District.) to Short -form PID (Planned Industrial Development) to add an outdoor soccer field as an allowable use. Master Street Plan: North of the property is Young Road and it shown as a Collector on the Master Street Plan. South of the property is Frontage Road to Interstate 30 and it is a Freeway on the Master Street Plan. The primary function of a Collector Road is to provide a connection from Local Streets to Arterials. The primary function of a Freeway is to serve through long distance trips. Freeways are always designed as full access control roads (no direct access) Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on I- 30 since it is a Freeway This Street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There are no bike routes shown in the immediate vicinity. Z-9210 Address: SWC C and Walnut Streets — 324 Walnut Street Planninq Division: This request is located in the Heights Hillcrest Planning District. The Land Use Plan shows Residential Low Density (RL) for this property. The Residential Low Density is for single-family homes at densities no greater than six dwelling units per acre. The applicant has applied for a rezoning from R-3 (Single Family District) to Short -form PD-R (Planned Development Residential) to allow the creation of a second lot for a new single-family home. Master Street Plan: Walnut Street and C Street are both shown as Local Streets on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. A Collector design standard is used for Commercial Streets. These Streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There are no bike routes shown in the immediate vicinity. Z-9211 Address: West side of Chenal Parkway approximately % mile south of Northfield Drive Planning Division: This request is located in the Chenal Planning District. The Land Use Plan shows Residential Low Density (RL) for this property. The Residential Low Density is for single-family homes at densities no greater than six dwelling units per acre. The applicant has applied for a rezoning from R-2 (Single - Family District) to long form PD-R (Planned Development Residential) to allow age restricted multi -family residential. The request is in within the Chenal Overlay district. Master Street Plan: West of the property is Chenal Parkway and it shown as a Collector on the Master Street Plan. The primary function of a Principal Arterial Street is to serve through traffic and to connect major traffic generator or activity centers within an urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians Chenal Parkway since it is a Principal Arterial. This Street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: A Class I Bike Path is shown along Chenal Parkway. A Bike Path is to be a paved path physically separate for the use of bicycles. Additional right- of-way or an easement is recommended. Nine -foot paths are recommended to allow for pedestrian use as well (replacing the sidewalk). Entergy Arkansas Inc. #9 Entergy Court Little Rock, AR 72211 March 30, 2017 City of Little Rock Department of Planning and Development ATTN: Ms. Donna James, AICP 723 West Markham Street Little Rock, AR 72201-1334 RE: Entergy comments related to Planning and Zoning items for the April 27t' Meeting Ms. James, Please find below Entergy's comments related to the items received from the Department of Planning and Development last week. The request letter said to have the comments back to you by April 5"', 2017. ■ Chenal Market —16105 Chenal Parkway: Z-6318-E Entergy does not object to this proposal. Service is already being provided to this structure. Contact Entergy in advance to discuss any changes to electrical service requirements, or adjustments to existing facilities (if any) as this proposal proceeds. David Storage Development — 8222 Stagecoach Rd: Z-89737-C Entergy does not object to this proposal. An overhead power line exists on the east side of this property. The main power line runs along Stagecoach Road. Caution should be used in the siting and construction of the easternmost building as it may be very near to an overhead power line. Please ensure that proper NESC and OSHA required clearances are maintained. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. ■ Fits Auto Expansion — 8421 Stagecoach Rd: Z-6054-C Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities based on the information provided. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this proposal proceeds. Quick's Lake Place Prelim Plat — Stewart Rd and Simpson Ln: 5-1787 Entergy does not object to this proposal. An overhead three-phase power line exists along the south side of Stewart Road at this location. There do not appear to be any conflicts with existing Entergy facilities. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. 0 Lawson West Short -form — 5000 Hope Lane: Z-9207 Entergy does not object to this proposal. An overhead power line exists on the east side of this property. The main power line runs along Lawson Road. Contact Entergy in advance to discuss any changes in future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. • Graham Property Management —1417 Kavanaugh Blvd: Z-9208 Entergy does not object to this proposal. Service is already being provided to this property from the alley in the rear. Contact Entergy in advance to discuss any changes to electrical service requirements, or adjustments to existing facilities (if any) as this proposal proceeds. • Hawkins Short -form — 600 East 21" St: Z-2306-B Entergy does not object to this proposal. Service is already being provided to this property from the west side of Park Street. Contact Entergy in advance to discuss any changes to electrical service requirements, or adjustments to existing facilities (if any) as this proposal proceeds.. Lawson Short -form — SWC C and Walnut Sts.: Z-9210 Entergy does not object to this proposal. However, an overhead power line runs in the alley on the west side of the property, and an overhead service line runs from a pole at the entrance to the alley on C Street to the existing home on the corner of Walnut and C Streets. Both of these existing lines may present a conflict with the construction of the new residence. Caution should be exercised so that all OSHA and NESC clearances to power lines are maintained during and after construction. Relocation costs may be incurred for any adjustments to the existing power lines. Contact Entergy in advance to discuss any changes to electrical service requirements, or adjustments to existing facilities (if any) for this proposal. + Arkansas Indoor Soccer — 6611 Young Rd: Z-9209 Entergy does not object to this proposal. An existing three phase, power line exists along east side of this property, but does not appear to be in conflict with the proposed plans. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. • Presbyterian Village — 510 Brookside Dr.: Z-7091-A Entergy does not object to this proposal. Service is already being provided to this property from the rear of the property on the west side of the existing development. Contact Entergy in advance to discuss any changes to electrical service requirements, or adjustments to existing facilities (if any) as this proposal proceeds. 6608 Baseline Rd. Short -form — 6608 Baseline Rd: Z-9023-B Entergy does not object to this proposal. An existing three phase, power line exists on the north side of Baseline Road at this location, but does not appear to be in conflict with the proposed plans. Caution should be used when construction a drive underneath the existing power line to ensure that all proper clearances are maintained. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. Wellington Creek Subdiv Prelim Plat — SEC Chenal Pkwy & Wellington Hills Rd: 5-1788 Entergy does not object to this proposal. An existing single phase, power line exists on the east side of Wellington Hills at the south end of this location, and a 3 phase power line exists along the north property line on Chenal Parkway. Neither appears to be in conflict with the proposed plans. Caution should be used when constructing a drive underneath the existing power line to ensure that all proper clearances are maintained. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. Kum & Go Convenience Store Subdiv Site Plan —15617 Chenal Pkwy.: S-1788-A Entergy does not object to this proposal. A three phase power line exists along the north property line on Chenal Parkway. It does not appear to be in conflict with the proposed plans. Caution should be used when constructing a drive underneath the existing power line to ensure that all proper clearances are maintained. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. The Crest at Chenal — W side of Chenal Pkwy approx. 1/4 mile S of Northfield Dr: Z-9211 Entergy does not object to this proposal. An existing single phase, underground power line exists on the northwest of this development, and a 3 phase overhead power line exists across Chenal Parkway and east of the development. Neither appears to be in conflict with the proposed plans. Contact Entergy well in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. • Markham Harrison Properties — 5307 A St.: Z-6860-E Entergy does not object to this proposal. An existing Overhead power line exists in the alley to the south of this property. It does not appear to be in conflict with the proposed development. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. Lot Z-2A-R Little Rock Industrial District — 2400 W 65th St: S-1026-B Entergy Distribution does not object to this re -plat proposal. A three phase power line exists along the northern edge of the 100 foot AP&L easement depicted on the submitted drawing. This power line can be utilized to provide power to any future development on this proprty. However, the re -plat also involves an existing Entergy Transmission power line and easement. Should the property develop, then contact Entergy Transmission well in advance to discuss the future use of its easements and contact Entergy Distribution in advance to discuss future service requirements, new Distribution facilities locations and adjustments to existing Distribution facilities (if any) as this project proceeds.. ■ J&R Properties Revised Short -form — 716 Appianway: Z-7895-D Entergy does not object to this proposal. Service is already being provided to the structure at this address and the proposed use of the land does not appear to conflict with any existing electrical facilities (Distribution or Transmission). Contact Entergy in advance to discuss any changes to these plans, electrical service requirements, or adjustments to existing facilities (if any) as this proposal proceeds. • Steve Landers Via Dealership Subdiv Site Plan — Col Glenn Plaza Loop: S-1240-0 Entergy does not object to this proposal. An underground three phase power line exists to the east of this property serving existing customers. This line can likely be used for this proposed project. There do not appear to be any conflicts with existing Entergy facilities. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. James Mitchell School Revised Short -form — 2410 S Battery St: Z-5442-F Entergy does not object to this proposal. Three phase electrical service is already being provided to the structure. Power lines (overhead) currently exist on the north and west sides of this property. They do not appear to be in conflict with the proposed use of the existing building. Contact Entergy in advance to discuss any changes to electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. Little Rock Racket Club Long -form —1 Huntington Rd: Z-1840-D Entergy does not object to this proposal. There do not appear to be any overhead, primary voltage electrical facilities in conflict with the proposal to add parking at this location. However, there appear to be some secondary voltage wires and poles supplying private area lighting which are in conflict. These are usually fairly easy to adjust. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this property is developed. • B&G Properties Short -form — 3401-3423 Mabelvale Pike: Z-1620-A Entergy does not object to this proposal. Electrical service is already being provided to structures on this property. Contact Entergy in advance to discuss any changes to electrical service requirements, or adjustments to existing facilities (if any) for this proposal. • The United Methodist Children's Home Campus — 2022 S Fillmore: Z-5574-D Entergy does not object to this proposal. There do not appear to be any conflicts with existing power lines in the area. Single phase power lines exist on the east and west sides of the property. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this property is developed. Small Emergency Hospital Short -form —10115 Rodney Parham: Z-9103-A Entergy does not object to this proposal. An existing three phase, power line exists along west side of this property and along the north side of Rodney Parham Road at this location. Neither of these appear to be in conflict with the proposed development. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. ■ Dash Heating and Cooling Revised Short -form —12417 Cantrell Rd.: Z-6060-A Entergy does not object to this proposal. A three phase, overhead power line exists along the west side of this property but does not appear to be in conflicts with the addition of the land area. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. If you need further assistance you may call me at 501-954-5158 or e-mail me at bneumei@entergy.com. Sincerely, f��-mot C%��u��•t. Bernard Neumeier Region Engineering Supervisor Entergy Arkansas, Inc. To: Donna James From: Captain Tony Rhodes / Captain John Hogue: Fire Marshal Comment for the following Locations: Z-6318-E 16105 Chenaf Parkway Fire Hydrants. Date: March 29, 2017 Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Commercial and Industrial Developments-2 means of access. - Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities exceeding 30 feet or three stories in height shall have at least two means of fire apparatus access for each structure. Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having a gross building area of more than 62,000 square feet shall be provide with two separate and approved fire apparatus access roads. Exception: Projects having a gross building area of up to 124,000 square feet that have a single approved fire apparatus access road when all building are equipped throughout with approved automatic sprinkler systems. D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. 30' Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D105.1— D105.4 D105.1 Where Required. Where the vertical distance between the grade plane and the highest roof surface exceed 30', approved aerial fire apparatus access roads shall be provided. For the purposes of this section the highest roof surfaces shall be determined by measurement to the eave of a pitched roof, the intersection of a roof to the exterior wall, or the top of the parapet walls, whichever is greater. D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed with of 26', exclusive of shoulders, in the immediate vicinity of the building or portion thereof. D105.3 Proximity to building. At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet and a maximum of 30 feet from the building, and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fire code official. D105.4 Obstructions. Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. Other obstructions shall be permitted to be places with the approval of the fire code official. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. Z-89737-C 8222 Stagecoach Road Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,p00 pounds. Commercial and industrial Developments -- 2 means of access. - Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities exceeding 30 feet or three stories in height shall have at least two means of fire apparatus access for each structure. Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having a gross building area of more than 62,000 square feet shall be provide with two separate and approved fire apparatus access roads. Exception: Projects having a gross building area of up to 124,000 square feet that have a single approved fire apparatus access road when all building are equipped throughout with approved automatic sprinkler systems. D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. 30" Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D105.1— D105.4 D105.1 Where Required. Where the vertical distance between the grade plane and the highest roof surface exceed 30', approved aerial fire apparatus access roads shall be provided. For the purposes of this section the highest roof surfaces shall be determined by measurement to the eave of a pitched roof, the intersection of a roof to the exterior wall, or the top of the parapet walls, whichever is greater. D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed with of 26', exclusive of shoulders, in the immediate vicinity of the building or portion thereof. D105.3 Proximity to building. At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet and a maximum of 30 feet from the building, and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fire code official. D105.4 Obstructions. Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. Other obstructions shall be permitted to be places with the approval of the fire code official. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. Z-6054-C 8421 Stagecoach Road Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Commercial and Industrial Developments —2 means of access. - Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities exceeding 30 feet or three stories in height shall have at least two means of fire apparatus access for each structure. Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having a gross building area of more than 62,000 square feet shall be provide with two separate and approved fire apparatus access roads. Exception: Projects having a gross building area of up to 124,000 square feet that have a single approved fire apparatus access road when all building are equipped throughout with approved automatic sprinkler systems. D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. 30' Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D105.1— D105.4 D105.1 Where Required. Where the vertical distance between the grade plane and the highest roof surface exceed 30', approved aerial fire apparatus access roads shall be provided. For the purposes of this section the highest roof surfaces shall be determined by measurement to the eave of a pitched roof, the intersection of a roof to the exterior wall, or the top of the parapet walls, whichever is greater. D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed with of 26', exclusive of shoulders, in the immediate vicinity of the building or portion thereof. D105.3 Proximity to building. At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet and a maximum of 30 feet from the building, and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fire code official. D105.4 Obstructions. Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. Other obstructions shall be permitted to be places with the approval of the fire code official. 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 13103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200, Fire Hvdrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. 5-1787 Stewart Road and Simpson Lane Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. Z-9207 5000_Hope Lane No Comment Z-9208 Full Plans review Z-2306-B 600 East 215t Street No Comment Z-9198 5801 Baseline No Comment Z-9210 324 Walnut Street No Comment Z-9209 6611 Young Road No Comment Z-7091-A 510 Brookside Drive Full plan review Z-9023-B 6608 Baseline Road Full plans review Maintain Access: Flra Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loadin� Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. 5-1788 SEC Chenal Parkway and Wellington Hills Road Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Commercial and Industrial Developments — 2 means of access. - Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities exceeding 30 feet or three stories in height shall have at least two means of fire apparatus access for each structure. Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having a gross building area of more than 62,000 square feet shall be provide with two separate and approved fire apparatus access roads. Exception: Projects having a gross building area of up to 124,000 square feet that have a single approved fire apparatus access road when all building are equipped throughout with approved automatic sprinkler systems. D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. 30' Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D105.1— D105.4 D105.1 Where Required. Where the vertical distance between the grade plane and the highest roof surface exceed 30', approved aerial fire apparatus access roads shall be provided. For the purposes of this section the highest roof surfaces shall be determined by measurement to the eave of a pitched roof, the intersection of a roof to the exterior wall, or the top of the parapet walls, whichever is greater. D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed with of 26', exclusive of shoulders, in the immediate vicinity of the building or portion thereof. D105.3 Proximity to building. At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet and a maximum of 30 feet from the building, and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fire code official. D105.4 Obstructions. Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. Other obstructions shall be permitted to be places with the approval of the fire code official. nPnrf Fn(k_ Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. 5-1788-A 15617 Chenal Parkwa Full plans review Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. Z-9211 West side of Chenal Parkwa Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loadin Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. 30' Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D105.1— D105.4 D105.1 Where Required. Where the vertical distance between the grade plane and the highest roof surface exceed 30', approved aerial fire apparatus access roads shall be provided. For the purposes of this section the highest roof surfaces shall be determined by measurement to the eave of a pitched roof, the intersection of a roof to the exterior wall, or the top of the parapet walls, whichever is greater. D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed with of 26', exclusive of shoulders, in the immediate vicinity of the building or portion thereof. D105.3 Proximity to building. At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet and a maximum of 30 feet from the building, and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fire code official. D105.4 Obstructions. Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. Other obstructions shall be permitted to be places with the approval of the fire code official. Dead Ends_ Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 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. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. Multi -Family Residential Developments As per Appendix D, Section D106.1 of the 2012 Arkansas Fire Prevention Code Vol. 1. Projects having more than 100 dwelling units. Multiple -family residential projects having more than 100 dwelling units shall be equipped throughout with two separate and approved fire apparatus access roads. Exception: Projects having up to 200 dwelling units may have a single approved fire apparatus access road when all building, including nonresidential occupancies are equipped throughout with approved automatic sprinkler systems installed in accordance with Section 903.3.1.1 or 903.3.1.2 As per Appendix D, Section D106.2 of the 2012 Arkansas Fire prevention Code Vol. 1. Projects having more than 200 dwelling units. Multiple -family residential projects having more than 200 dwelling units shall be provided with two separate and approved fire apparatus access roads regardless of whether they are equipped with an approved automatic sprinkler system. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. Z-6860-E 5307 A Street Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access, roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. 5-1026-B 2400 West 65t" Street No Comment Z-7895-D 716 Appianway No Comment 5-1240-0 Colonel Glenn Plaza Loop Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Commercial and Industrial Developments — 2 means of access. - Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities exceeding 30 feet or three stories in height shall have at least two means of fire apparatus access for each structure. Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having a gross building area of more than 62,000 square feet shall be provide with two separate and approved fire apparatus access roads. Exception: Projects having a gross building area of up to 124,000 square feet that have a single approved fire apparatus access road when all building are equipped throughout with approved automatic sprinkler systems. D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. 30" Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D105.1— D105.4 D105.1 Where Required. Where the vertical distance between the grade plane and the highest roof surface exceed 30', approved aerial fire apparatus access roads shall be provided. For the purposes of this section the highest roof surfaces shall be determined by measurement to the eave of a pitched roof, the intersection of a roof to the exterior wall, or the top of the parapet walls, whichever is greater, D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed with of 26', exclusive of shoulders, in the immediate vicinity of the building or portion thereof. D105.3 Proximity to building. At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet and a maximum of 30 feet from the building, and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fire code official. D105.4 Obstructions. Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. Other obstructions shall be permitted to be places with the approval of the fire code official. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 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. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. Z-5442-F 2410 South Battery Street Full Plans Review Z-1840-D 1 Huntington Road Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. 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. 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-1620-A 3401-3423 Mabelvale Pike Full Plans Review Z-5574-D 2022 South Fillmore Full Plans Review Z-9103-A 10115 Rodney Parham Road Full Plans Review Z-6060-A 12417 Cantrell Road No Comment Regards, Captain Rhodes and Captain Hogue Office: 918-3710 Little Rock Wastewater Comments Project Number 5-1026-B Project Name Project Type Lot Z-2 A-R LR Industrial Replat Revise Bldg lines District Replat Project Number 5-1240-0 Project Name Project Type Steve Landers Kia Subdivision Site Plan Review Project Number 5-1787 Project Name Project Type Quick's Lake Place Preliminary Plat Project Number 5-1788 Project Name Project Type Wellington Creek Preliminary Plat- Comm'I Subdiv. Subdivision Project Number 5-1788-A Project Name Project Type Kum and Go Convenience Subdivision Multiple Bldg Site Plan Store Project Number Z-1620-A Project Name Project Type B&G Properties Planned Development: Industrial Project Number Z-1840-D Project Name Project Type Little Rock Racquet Club Planned Development: Office Project Number Z-2306-B Project Name Hawkins PCD Comment Made Sewer Available to this site. Comment Made Sewer Available to this site. Existing easements must be retained. EAD Approval Required for oil separator Comment Made Outside Service Boundary- No Comment. Comment Made Sewer main extension required with easements if new sewer service is required for this project (for Lot 1). Comment Made Sewer main extension required with easements if new sewer service is required for this project (for Lot 1).rbmoreland@sbcglobal.net Comment Made Sewer Available to this site. Comment Made Sewer Available to this site. Project Type Comment Made Planned Development: Commercial Sewer Available to this site. Thursday, March 30, 2017 Page 1 of 3 Project Number Z-5442-F Project Name Project Type Comment Made James Mitchell School Planned Development: Commercial Sewer Available to this site. EAD approval required if food prep on site. Project Number Z-5574-D Project Name Project Type Comment Made United Methodist Church Planned Development: Office Sewer Available to this site. Existing easements must Childrens Home be retained. Project Number Z-6054-C Project Name Project Type Comment Made Fitts Auto Expansion Planned Development: Commercial Sewer Available to this site. Existing easements must be retained. Project Number Z-6060-A Project Name Project Type Comment Made Dash Heating and Cooling Planned Development: Office Sewer Available to this site. Existing easements must be retained. Project Number Z-6318-E Project Name Project Type Comment Made Chenal Market Revised Planned Development: Commercial Sewer Available to this site. Existing easements must be retained. Project Number Z-6860-E Project Name Project Type Comment Made Markham Harrison Planned Development: Office Sewer Available to this site. Properties parking lot Project Number Z-7091-A Project Name Project Type Comment Made Presbyterian Village Chapel Planned Development: Residential Sewer Available to this site. Project Number Z-7895-D Project Name Project Type Comment Made J&R Properties PCD Planned Development: Commercial Sewer Available to this site. Project Number Z-89737-C Project Name Project Type Comment Made Davis Storage Development Planned Development: Commercial Sewer Available to this site. Thursday, March 30, 2017 Page 2 of 3 Project number Z-9023-A Project Name Project Type 6608 Baseline Road PD-O Planned Development: Office Project Number Z-9103-A Project Name Project Type Small Emergency Hospital Planned Development: Office Project Number Z-9207 Project Name Lawson West Project Number 7-9208 Project Name Grahams Property Management Project Number Z-9209 Project Name Arkansas Indoor Soccer Project Number Z-9210 Project Name Lawson PD-R Project Number Z-9211 Project Name The Crest at Chenal Comment Made Sewer main extension required with easements if new sewer service is required for this project. Comment Made Sewer Available to this site. Existing easements must be retained. EAD Analysis required Project Type Comment Made Planned Development: Commercial Outside Service Boundary - No Comment. Project Type Comment Made Planned Development: Residential Sewer Available to this site. Existing easements must be retained. Project Type Comment Made Planned Development: Industrial Sewer Available to this site. Project Type Comment Made Planned Development: Residential Sewer main extension required with easements if new sewer service is required for this project. Project Type Comment Made Planned Development: Residential Sewer main extension required with easements if new sewer service is required for this project. Capacity Fee Analysis required. EAD Approval required if food prep on site. Thursday, March 30, 2017 Page 3 of 3 NAME PLANNING COMMISSION REVIEW CENTRAL ARKANSAS WATER 05 April 2017 TYPEISSUE COMMENTS CHENALMARKET REVISED Z-6318-E NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of request for water service must be met. NAME TYPE ISSUE COMMENTS DAVIS STORAGE DEVELOPMENT LONG -FORM PCD Z-89737-C All Central Arkansas Water requirements in effect at the time of request for water service must be met. A water main extension will be needed to provide water service to this property. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. Contact Central Arkansas Water regarding the size and location of the water meter. The facilities on -site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain 2 NAME TYPE ISSUE COMMENTS additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. 3 NAME TYPE ISSUE COMMENTS FIRE AUTO EXPANSION Z-6054-C REVISED LONG -FORM PCD All Central Arkansas Water requirements in effect at the time of request for water service must be met. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. 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 NAME TYPEISSUE COMMENTS discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. QUICK'S ;ALE PLACE S-1787 All Central Arkansas Water requirements in PRELIMINARY PLAT effect at the time of request for water service must be met. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of request for water service must be met. 5 NAME TYPEISSUE LAWSON WEST SHORT -FORM Z-9207 P D-C COMMENTS All Central Arkansas Water requirements in effect at the time of request for water service must be met. A water main extension will be needed to provide water service to this property. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. Contact Central Arkansas Water regarding the size and location of the water meter. The facilities on -site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section D. NAME TYPE ISSUE COMMENTS within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. GRAHAM PROPERTY Z-9208 If there are facilities that need to be adjusted MANAGEMENT SHORT -FORM and/or relocated, contact Central Arkansas PD-R Water. That work would be done at the expense of the developer. NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of request for water service must be met. LAWSON SHORT -FORM PD-R Z-9210 All Central Arkansas Water requirements in effect at the time of request for water service must be met. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Contact Central Arkansas Water regarding the size and location of the water meter. HAWKINS SHORT -FORM PCD Z-2306 NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of request for water service must be met. 7 NAME TYPEISSUE ARKANSAS INDOOR SOCCER Z-9209 SHORT -FORM PID COMMENTS All Central Arkansas Water requirements in effect at the time of request for water service must be met. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. Contact Central Arkansas Water regarding the size and location of the water meter. The facilities on -site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced NAME TYPE ISSUE COMMENTS pressure zone backflow preventer shall be required. NAME PRESBYTERIAN VILLAGE REVISED SHORT -FORM PD-R TYPE ISSUE COMMENTS Z-7091-A All Central Arkansas Water requirements in effect at the time of request for water service must be met. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. Contact Central Arkansas Water regarding the size and location of the water meter. The facilities on -site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. 10 NAME TYPE ISSUE COMMENTS Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. 11 NAME TYPE ISSUE COMMENTS 6608 BASELINE ROAD SHORT- Z-9023 All Central Arkansas Water requirements in FORM PD-O effect at the time of request for water service must be met. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. Contact Central Arkansas Water regarding the size and location of the water meter. The facilities on -site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backfiow prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced 12 NAME TYPEISSUE COMMENTS WELLINGTON CREEK S-1788 SUBDIVISION PRELIMINARY PLAT pressure zone backflow preventer shall be required. All Central Arkansas Water requirements in effect at the time of request for water service must be met. A water main extension will be needed to provide water service to this property. Please submit plans for water facilities to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities. Approval of plans by Central Arkansas Water, the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. Additional fire hydrant(s) will be required. Contact the Little Rock Fire Department to obtain information regarding the required placement of the hydrant(s) and contact Central Arkansas Water regarding procedures for installation of the hydrant(s). A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. 13 NAME TYPE ISSUE COMMENTS KUM AND GO CONVENIENCE S-1788-A STORE SUBDIVISION SITE PLAN REVIEW All Central Arkansas Water requirements in effect at the time of request for water service must be met. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. Contact Central Arkansas Water regarding the size and location of the water meter. The facilities on -site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced 14 NAME TYPE ISSUE COMMENTS pressure zone backflow preventer shall be required. 15 NAME TYPE ISSUE COMMENTS THE CRESTAT CHENAL LONG - FORM PD-R Z-9211 All Central Arkansas Water requirements in effect at the time of request for water service must be met. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. Contact Central Arkansas Water regarding the size and location of the water meter. The facilities on -site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to 16 NAME TYPEISSUE COMMENTS MARKHAM HARRISON Z-6860-E PROPERTIES SHORT -FORM PD- O LOT Z-2A-R LITTLE ROCK S-1026-B INDUSTRIAL DISTRICT REPLAT J & R PROPERTIES REVISES Z-7895-D SHORT -FORM PCD discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of request for water service must be met. The existing 10' Central Arkansas Water easement needs to be added to the plat. NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of request for water service must be met. 17 NAME TYPEISSUE STEVE LANDERS KIA S-1240-0 DEALERSHIP SUBDIVISION SITE PLAN REVIEW COMMENTS All Central Arkansas Water requirements in effect at the time of request for water service must be met. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. Contact Central Arkansas Water regarding the size and location of the water meter. The facilities on -site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to 18 NAME TYPE ISSUE COMMENTS discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. 19 NAME TYPE ISSUE COMMENTS JAMES MITCHELL SCHOOL REVISED SHORT -FORM PCD Z-5442-F All Central Arkansas Water requirements in effect at the time of request for water service must be met. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. Contact Central Arkansas Water regarding the size and location of the water meter. The facilities on -site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced 20 NAME TYPE ISSUE COMMENTS pressure zone backflow preventer shall be required. LITTLE ROCK RACKET CLUB Z-1840-D All Central Arkansas Water requirements in LONG -FORM PD-O effect at the time of request for water service must be met. If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. The facilities on -site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. 21 NAME B & G PROPERTIES SHORT - FORM PID TYPE ISSUE COMMENTS Z-1620-A Central Arkanasas Water retains the utility easement in what was W 35TH ST. The 8" water main and the easement needs to be shown on the plat. 22 NAME THE UNITED METHODIST CHILDREN'S HOME CAMPUS LONG -FORM POD TYPE ISSUE COMMENTS Z-5574-D All Central Arkansas Water requirements in effect at the time of request for water service must be met. A water main extension will be needed to provide water service to this property. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. Contact Central Arkansas Water regarding the size and location of the water meter. This development will have minor impact on the existing water distribution system. Proposed water facilities will be sized to provide adequate pressure and fire protection. The facilities on -site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) 23 NAME TYPE ISSUE COMMENTS requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow, prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. 24 NAME SMALL EMERGENCY HOSPITAL SHORT -FORM POD TYPEISSUE Z-9103-A COMMENTS All Central Arkansas Water requirements in effect at the time of request for water service must be met. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. Contact Central Arkansas Water regarding the size and location of the water meter. The facilities on -site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to 25 NAME TYPE ISSUE COMMENTS discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. 26 NAME DASH HEATING AND COOLING REVISED SHORT -FORM PD-O TYPE ISSUE COMMENTS Z-6060-A All Central Arkansas Water requirements in effect at the time of request for water service must be met. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. Contact Central Arkansas Water regarding the size and location of the water meter. The facilities on -site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced 27 NAME TYPE ISSUE COMMENTS pressure zone backflow preventer shall be required. 28 MEMORANDUM TO: DONNA JAMES, SUBDIVISION ADMINISTRATOR FROM: TRACY SPILLMAN, PLANS DEVELOPMENT ADMINISTRATOR SUBJECT: REVIEW OF THE BUFFER AND LANDSCAPE REQUIREMENTS OF THE APRIL 05, 2017, SUBDIVISION COMMITTEE MEETING CC: DANA CARNEY, ZONING & SUBDIVISION MANAGER DATE: MARCH 31, 2017 1. 2400 West 65d' Street S-1026-B No Comment 2. Colonel Glenn Plaza Loop (.S-1240-A) Site plan must comply with the City's minimal landscape and buffer ordinance requirements. A land use buffer six (6) percent of the average width / depth of the lot will be required when an adjacent property has a dissimilar use of a more restrictive nature. The properties to the west and south are zoned OS. The maximum dimension shall be fifty (50) feet. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. The plantings, existing and purposed, shall be provided within the landscape ordinance of the city, section 15-81. Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). For developments with more than one hundred fifty (150) parking spaces the minimum size of an interior landscape area shall be three hundred (300) square feet. Interior islands must be a minimum of seven and one half (7 1/2) feet in width. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. Landscape areas shall be provided between the vehicular use area used for public parking and the general vicinity of the building, excluding truck loading or service areas not open to public parking. These shall be provided at the rate equivalent to planter strip three (3) feet wide along the vehicular use area. One (1) tree and four (4) shrubs shall be planted in the building landscape areas for each forty (40) linear feet of vehicular use area abutting the building. An automatic irrigation system to water landscaped areas shall be required for developments of one (1) acre or larger. The development of two (2) acres or more requires the landscape plan to be stamped with the seal of a Registered Landscape Architect. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 3. Stewart Road and Simpson Lane (S-1787) No Comment 4. SEC Chenal Parkway and Wellington Hills Road (5-1788) No Comment 5. 15617 Chenal Parkway(S-1788-A) Site plan must comply with the City's minimal landscape and buffer ordinance requirements, the Chenal Overlay District. Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. A land use buffer six (6) percent of the average width / depth of the lot will be required when an adjacent property has a dissimilar use of a more restrictive nature. The minimum dimension shall be nine (9) feet. The property to the east is zoned OS. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. The plantings, existing and purposed, shall be provided within the landscape ordinance of the city, section 15-81. A portion of the southeast buffer is deficient. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). The minimum size of an interior landscape area shall be one hundred fifty (150) square feet for developments with one hundred fifty (150) or fewer parking spaces. Interior islands must be a minimum of seven and one half (7 1 /2) feet in width. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. Landscape areas shall be provided between the vehicular use area used for public parking and the general vicinity of the building, excluding truck loading or service areas not open to public parking. These areas shall be equal to an equivalent planter strip three (3) feet wide along the vehicular use area. A landscape irrigation system shall be required for developments of one (1) acre or larger. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 6. 3401 — 3423 Mabelvale Pike (Z-1620-A) No Comment 7. # 1 Hunting Road (Z-1840-D) Site plan must comply with the City's minimal landscape and buffer ordinance requirements. Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. A land use buffer six (6) percent of the average width / depth of the lot will be required when an adjacent property has a dissimilar use of a more restrictive nature. The property to the east is zoned R-2. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. The plantings, existing and purposed, shall be provided within the landscape ordinance of the city, section 15-81. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). The minimum size of an interior landscape area shall be one hundred fifty (150) square feet for developments with one hundred fifty (150) or fewer parking spaces. Interior islands must be a minimum of seven and one half (7 1/2) feet in width. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. Any exiting landscape or irrigation disturbed by construction shall be repaired or replaced before completion and final acceptance of the project. Note on plan any existing trees or groups of trees that are to remain. Trees selected for preservation shall have the area within the dripline fenced with protective fencing and protected from development activities. Graphically indicate the area to be protected on the plan and provide detail of the protective fencing. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 8. 600 East 21 st Street (Z-2306-B) Any new site development must comply with the City's minimal landscape and buffer ordinance requirements. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 9. 241 0 S Battery Street (Z-5442-F Any new site development must comply with the City's minimal landscape and buffer ordinance requirements. Existing vehicular use areas may continue as nonconforming until such time as a building permit is granted to enlarge or reconstruct a structure on the property exceeding ten (10) percent of the existing gross floor area. At such time ten (10) percent of the existing vehicular use area shall be brought into compliance with the landscape ordinance and shall continue to full compliance on a graduated scale. If building rehabilitation exceeds fifty percent (50%) of the replacement cost then the landscaping and buffer must also come into compliancy accordingly. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 10.2202 S. Filmore Z-5574-D Site plan must comply with the City's minimal landscape and buffer ordinance requirements. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). The minimum size of an interior landscape area shall be one hundred fifty (150) square feet for developments with one hundred fifty (150) or fewer parking spaces. Landscape areas shall be provided between the vehicular use area used for public parking and the general vicinity of the building, excluding truck loading or service areas not open to public parking. These areas shall be equal to an equivalent planter strip three (3) feet wide along the vehicular use area. A landscape irrigation system shall be required for developments of one (1) acre or larger. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 11.8421 Stagecoach Road (Z-6054-C) Site plan must comply with the City's minimal landscape and buffer ordinance requirements. A land use buffer will be required when an adjacent property has a dissimilar use of a more restrictive nature. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. The plantings, existing and purposed, shall be provided within the landscape ordinance of the city, section 15-81. The property to the north and east is zoned R-2, a minimum buffer will be required at six (6) percent of the average depth / width of the lot. Street buffers will be required at six (6) percent of the average depth of the lot. The minimum dimension shall be one-half ('/2) the full width requirement but in no case less than nine (9) feet. The maximum dimension required shall be fifty (50) feet. Street buffer is deficient. Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). The minimum size of an interior landscape area shall be one hundred fifty (150) square feet for developments with one hundred fifty (150) or fewer parking spaces. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. Building landscape areas shall be provided between the vehicular use area used for public parking and the general vicinity of the building. These shall be provided at the rate equivalent to planter strip three (3) feet wide along the vehicular use area. One (1) tree and four (4) shrubs shall be planted in the building landscape areas for each forty (40) linear feet of vehicular use area abutting the building An automatic irrigation system to water landscaped areas shall be required for developments of one (1) acre or larger. The development of two (2) acres or more requires the landscape plan to be stamped with the seal of a Registered Landscape Architect. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 12. 12417 Cantrell Road (Z-6060-A) No Comment The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 13. 16105 Chenal Parkway (Z-6318-E No Comment 14. 5307 A Street (Z-6860-E) Site plan must comply with the City's minimal landscape and buffer ordinance requirements. Street buffers will be required at six (6) percent of the average depth of the lot. The minimum dimension shall be one-half (1/z) the fill width requirement but in no case less than nine (9) feet. The property is located in the City's designated mature area. A twenty- five (25%) percent reduction of the buffer requirements is acceptable. The minimum dimension of the buffer shall be six (6) feet nine (9) inches. After the five foot ROW dedication the street buffer is deficient. Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property. This strip shall be at least nine (9) feet wide. The property is located in the City's designated mature area. A twenty-five (25%) percent reduction of the buffer requirements is acceptable. The minimum dimension of the perimeter planting strip shall be six (6) feet nine (9) inches. The east and west perimeters are deficient. An irrigation system shall be required for developments of one (1) acre or larger. For developments of less than one (1) acre a there shall be a water source within seventy- five (75) feet of the plants to be irrigated. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 15.510 Brookside Drive Z-7091-A Any new site development must comply with the City's minimal landscape and buffer ordinance requirements. A small amount of landscape will need to be provided between the new structure, parking areas, and the public right-of-way. Provide plant material at the rate of one (1) tree and four (4) shrubs for every forty (40) linear feet between the building and parking areas. Provide plant material at the rate one (1) tree and three (3) shrubs between the building and the public right-of-way. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 16. 716 Appianwgy (Z-7895-D) No Comment 17. Southwest corner of 1-630 and Fair Park Z-8472-D Site plan must comply with the City's minimal landscape and buffer ordinance requirements and the Presidential Park Overlay District. Street buffers will be required at six (6) percent of the average depth of the lot. The minimum dimension shall be one-half ('/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. A minimum twenty-eight (28) foot buffer is required adjacent to the Fair Park Boulevard right-of-way. Street buffers shall be a minimum of thirty (30) feet in width when abutting an expressway except within mature areas. A twenty-five (25%) percent reduction of the perimeter width requirements is acceptable. A minimum twenty-three (23) foot buffer is required adjacent to the I-630 right-of-way Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet. Building landscape areas shall be provided at the rate equivalent to planter strip three (3) feet wide along the vehicular use area. One (1) tree and four (4) shrubs shall be planted in the building landscape areas for each forty (40) linear feet of vehicular use area abutting the building. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. The property is located in the City's designated mature area. A twenty-five (25%) percent reduction of the perimeter width requirements is acceptable. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). For developments with more than one hundred fifty (150) parking spaces the minimum size of an interior landscape area shall be three hundred (300) square feet. Interior islands must be a minimum of seven and one half (7 1/2) feet in width. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. The property is located in the City's designated mature area. A 25% reduction of the interior parking requirements is acceptable. Dumpsters, loading docks, heating and air conditioning units, external storage of materials, communications equipment and similar outside activities and appurtenances shall be screened from abutting properties and streets. An irrigation system shall be required for developments of one (1) acre or larger. The development of two (2) acres or more requires the landscape plan to be stamped with the seal of a Registered Landscape Architect. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 18. 8222 Stgg_ecoach Z-8737-C) Site plan must comply with the City's minimal landscape and buffer ordinance requirements. A land use buffer will be required when an adjacent property has a dissimilar use of a more restrictive nature. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. The plantings, existing and purposed, shall be provided within the landscape ordinance of the city, section 15-81. The properties to the north and west are zoned R-2, a minimum buffer will be required at six (6) percent of the average depth / width of the lot. The minimum dimension adjacent to the north property line shall be forty-five (45) feet, thirty-two (32) feet of this buffer is to remain undisturbed. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. Landscape areas shall be provided between the vehicular use area used for public parking and the general vicinity of the building A landscape irrigation system shall be required for developments of one (1) acre or larger. The development of two (2) acres or more requires an approved landscape plan stamped with the seal of a registered landscape architect prior to the issuance of a building permit. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 19. 6608 Baseline Road Z-9023-B Site plan must comply with the City's minimal landscape and buffer ordinance requirements. Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. A land use buffer six (6) percent of the average width / depth of the lot will be required when an adjacent property has a dissimilar use of a more restrictive nature. The property to the north and a portion of the properties to the east and west are zoned R-2. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. The plantings, existing and purposed, shall be provided within the landscape ordinance of the city, section 15-81. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). The minimum size of an interior landscape area shall be one hundred fifty (150) square feet for developments with one hundred fifty (150) or fewer parking spaces. Interior islands must be a minimum of seven and one half (7 1/2) feet in width. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. An automatic irrigation system to water landscaped areas shall be required for developments of one (1) acre or larger. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 20. 10115 Rodney Parham Road Z-9103-A Site plan must comply with the City's minimal landscape and buffer ordinance requirements. A land use buffer six (6) percent of the average width / depth of the lot will be required when an adjacent property has a dissimilar use of a more restrictive nature. The property to the south is zoned R2. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. The plantings, existing and purposed, shall be provided within the landscape ordinance of the city, section 15-81. Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces One (1) tree and four (4) shrubs shall be planted in the building landscape areas for each forty (40) linear feet of vehicular use area abutting the building An automatic irrigation system to water landscaped areas shall be required for developments of one (1) acre or larger. The development of two (2) acres or more requires the landscape plan to be stamped with the seal of a Registered Landscape Architect. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward Fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 21.5000 HoDe Lane Z-9207 Any new site development must comply with the City's minimal landscape and buffer ordinance requirements. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 22.1417 Kavanau h Boulevard Z-9208 No Comment 23. SWC C and Walnut Streets - 324 Walnut Street Z-9210 No Comment 24.6611 Youn Road 7-929a Any new site development must comply with the City's minimal landscape and buffer ordinance requirements. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 25. West side of Chenal Parkes `Ia mile south of Northfield Drive Z-9211 Site plan must comply with the City's minimal landscape and buffer ordinance requirements, the Chenal Overlay District.