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Z-8523 Application 2
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PROJECT No. P1444 DATE: 2-15-2010 PETERS & ASSOCIATES ENGINEERS, INC. • (A N C4 Obi 174 p Q 356 2543-fl o- 2408 234 a 4 252 N O) 0D J iu � A ,;ter � 340� fi PROJECTE{] TWf}-WAY 24-HOUR i TRAFFIC VOLUME a _ PRinF VAI [ EY RD. PROJECTED TWO-WAY 24-HOUR TRAFFIC VOLUME O 0 O 110 65 111- o- 118 RE —ZONING STUDY PRIDE VALLEY ROAD LITTLE ROCK, ARKANSAS 15 � Q 5 2238 -0 o-2270 790 a 183 J N Cn N Co CO O J CD a-� b 89 4 127 � Q J w Cn FULL BUILD -OUT (NOT INCLUDING PROPOSED OFFICE RE -ZONING) PROJECTED TRAFFIC VOLUMES PM PEAK HOUR FIGURE No. A ► `iP W MW 4W 'W MW W W W% `%r W W W W W W `s W W W W W W W W %W W W W W W�W `W W '4W' MW 40 'VI:' VP Mir "0 CONDITION B ANALYSIS: o Volumes based on full build -out of the study area per the traffic study dated April 4, 2006. o Volumes include recent revisions to the LUP for Kroger. o Adjustments to single-family lot density to tracts along Pride Valley Road for a more accurate depiction of what is constructed / planned. o With re -zoning of 61.27 acres north of Pride Valley Road to office land use. PROJECT No. P1444 DATE: 2-15-2010 rQ7PETERS & ASSOCIATES ENGINEERS, INC. TRAFFIC VOLUME +� N b 116 Q Q 107 116-0 o- 126 RE -ZONING STUDY FULL BUILD OUT PRIDE VALLEY ROAD PROJECTED TRAFFIC VOLUMES PM PEAK HOUR FIGURE LITTLE ROCK, ARKANSAS BNo. Is APPENDIX t Proposed Land Use & Zoning Exhibit r r rr rr. r mil, r r r r w w — w r r r a r r r — r r r � %w r �w v .Iv '"w mw 'OF 140 ���— R— MOCIPM • \�� PRoPERTY ° ors f P — - ` Y .yll 11-x, p. L ___--- _----cat,'PtiF—__+Wt%�•'--_—`-------`— ---- o T � — v1'� v: �_ 1 '��+Vlra u6E i taNv✓d� ` �� �� ` w.� I " .. \ PKI08 MUM / 1 �,• 1 ►1i1 � r�� 1 I► 1L I111 rnIB TJn�rta LAND UBE&D]Nq' 1 1 11 .m moMre BOI/bVtY -Y t IDR/R2 �' 11 111\ 1 " IB \ •'11I r.wAwEert�ollaa�n Ij` 1 1111 I 1 II�1 __�• I i• _ 1 IDRIR 2 PROPOSED OFFICE LAND USE $ WAUM 0-2 ZONING AREA Bouialrtr 1 N\ 012rACRES 1 1 1 9 IROPO�ca,x1DR 1 11IOS.nIDDaBl6fIR"IY F"W 1 1 t15Ei Itk" 111 11;----__---- IRMUGEiDONRO -N. 9pl1[y{RY-------�^--bxvaw .I' IDRIR-2 •.r. ww. w Yn Y w� i r 1,A IcV L .rw x p,vlY [ —y N ►+ g ._ • . Il itlH . rrv. r .1>•f. w_ . r rn M1w.e .+.+...0— le rl.mx�,�l •„ti. M r M�1 wr• w ww.. N aaM L i`t Y�m� tir4r� S la.f2 we l ,PrN.'.L ,fA,. rS f naP,l' L Iwa. 4A ,-rya f-,fY ��� a�,/ Ny�t,v S ,,.,P AA . Mom• L ,"f N a wV S = T_rWpp ��•1M_ •i iv4 pmnl♦wSilr��u`LtM-WLYLiwfa,wi�iY'a'L - W+- G rm•,. r, x n',.'a' L ,av ...� w a...k xve� � o• as s.ma $ 1 pq SOD 290 CJlIPINC SCA[E 1" r 1D W PROJECT: SHEET: DATENOVEMBEB 5 2009 SHEET NO.: MANIROA ANNEXATION PROPOSED LAND USE 8 NEYLPARNIa r O, UTTANr,. K. LITTLE ROCK, ARKANSAE Y1910N P: JOB N0: o)-,]] ]t0f NORTH ROPNEY PARKA al�lt,-1 ..� ROOK. AAKAMf Af Titl, Z_1 ZONING EXHIBIT ` Vehicle Traffic Count Data p w w w w w w w w w w w w w w v w w w w w w w w w w w w w w w w w w w \I 1w r `ICI 'qr '%W 140 Project No. P1444 Little Rock, Arkansas HOURLY TRAFFIC VOLUME COUNTS Location: Kanis Road (East) and Pride Valley Road Date: 1 /26/2010 TIME Kanis Rd and Pride Valley Rd Appr to Inlemcliun Kanis Road (East) Pride Valley Road Northbound Soulhbound Eastbound 01:00 PM 246 236 42 02:00 PM 265 291 54 03:00 PM 304 325 44 04:00 PM 1 385 340 28 05:00 PM 452 418 54 06:00 PM 210 271 30 07:00 PM 138 23 34 08:00 PM 119 92 9 09:00 PM 60 83 26 10:00 PM 47 42 9 11:00 PM 27 24 8 12:00 AM 9 11 0 01:00 AM 2 3 0 02:00 AM 4 11 0 03:00 AM 3 6 3 04:00 AM 4 6 1 05:00 AM 16 25 6 06:00 AM 106 104 24 07:00 AM 476 227 70 08:00 AM 258 186 52 09:00 AM 191 197 50 10:00 AM 155 196 42 11:00 AM 180 229 52 12:00 PM -229 231 47 24-Hour Total: 3888 3578 665 PETERS & ASSOCIATES ENGINEERS,INC EIJJ LITTLE ROCK, ARKANSAS k�nic finari {Fasf1 and Pride ValleRoad 500 Approaches to Intersection 450 as 400 �350 9300 6 T250 ,200 150 100 50 0 , 2 2 2 M- 2 2 2 CL a- a- o- o_ CL a- n. 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D=3 C7 v -a CO n r: (n N T � y CD c) C) CD c) W r . w rr w rr •r luw r v %w ry .u+ �w yr w v v rr Vr 14V v v r r+ v 4w � �w r rr r r+ w rr rr r r �w• r► rr yr + rr t Traffic Signal Warrants Analysis Traffic Signal Warrants Analysis INTERSECTION CONFIGURATION Required Vol. for Warrant: major minor Warrant CITY: Little Rock No, Lanes Major. 1 Minor: 1 1A 500 150 CO.: Pulaski — — 2B 750 75 HWY.,Mjr.: Kanis Road (East) Accidents> SNO (Yor N) N 1AB (00% 1 8 2) 400 120 ST.,Minor: Pride Valley Road Speed =>40, or Pop < 10 K N 600 60 Existing Conditions Factor out'RTs' (Y or N)?: YES 2 (4 Hr-) (see formula) Major: NB N SB ^— N 3 (Peak Hr.) F t ' 1 e6nrary 21. 2010 Study pefom d 1, it&l1 _ Mmor MAJOR ST. (direction) )traction: NB SB Factor 100 % Factor 100% ENDING Existing + Existing + RESULT'. TIME Projected man. results Projectec man. results SUM 7:00 416 476 227 227 703 8100 258 258 186 186 444 9:00 191 191 197 197 388 10:00 155 155 196 196 351 11:00 180 180 229 229 409 12:00 229 229 231 231 460 13:00 246 246 236 236 482 14:00 265 265 291 291 556 15:00 304 304 325 325 629 16:00 385 385 340 340 72° 17:00 452 452 418• 418 87C 18:00 210 210 271 271 481 19:00 138 138 23 23 161 20:00 119 119 92 92 211 21:00 60 60 83 83 143 Peters Associates Engineers, Inc Traffic Signal Warrants Analysis CITY: Little Rock CO: Pulaski HWY,Mjr: Kanis Road (East) ST.,Minor- Pride Valley Road y WB rxfa Adl. ac or: F1MAL RESULTS: Traffic Signal Warrants Analysis MINOR ST. (direction) Hour warrant was met: f:© yyg Major SI : Kanis Road (East) Minor St.: Pride Valley Road VOLUME COMB. 4 Hr. Factor: 100% Factor. 100% Minor vol. Existing Conditions 500 750 400 600 for 4Hr. War. Peak Hr. War. 150 75 120 60 Existing • Existing + SUM MAX . Protected man. results Protected man, results 2 ] HOUR MAJOR MINOR to 1B - 1AB 2 35 35 0 0 182 323 7:00 703 os 0 0 0 0 0 U 26 26 0 0 287 96 8:00 444 26 0 0 0 0 0 0 25 25 0 0 314 88 9:00 3a8 25 0 0 0 0 0 0 21 21 0 0 332 99 10:00 351 21 0 0 0 0 0 0 26 26 0 0 304 473 1V00 409 26 0 0 0 0 0 0 70 70 0 0 280 444 12:00 460 70 0 0 0 0 0 0 21 21 0 0 270 432 13:00 482 21 0 0 0 0 0 0 'E7 27 0 0 238 393 14:00 556 27 0 0 0 0 0 0 22 22 0 0 209 357 15:00 629 22 0 0 0 0 0 0 12 12 0 0 175 313 16:00 725 12 0 0 0 0 0 0 23 23 0 0 132 254 17:00 870 23 0 0 0 0 0 0 15 15 Q 0 270 433 18:00 481 15 0 0 0 0 0 0 t7 17 0 0 439 180 19:00 161 17 0 0 0 0 0 0 5 5 0 0 409 218 20:00 211 5 0 0 0 0 0 0 13 13 0 0 450 292 21 A0 143 13 0 0 0 0 0 0 0 0 0 0 Intersection DOES NOT SATISFY the warrants for slgnallration Traffic Signal Warrants Analysis Traffic Signal Warrants Analysis INTERSECTION CONFIGURATION Required Vol. for Warrant: major minor Warrant CITY: Little Rock No. Lanes Major: 2 Minor. 1 1A 600 150 CITY: Little Rock CO.: Pulaski — — 2B 900 75 CO: Pulaski HWY-,Mjr.: Kanls Road (East) Accidents - 51y(7 (Y or N j N 1AB (80% 1 & 2) 480 120 HWY ,Mjr,: Kanls Road (East) ST.,Minor: Pride Valley Road Speed =-40, or Pop. < 10 K N 720 50 ST-,Minor: Pride Valley Road Projected Conditions Factor out nRTs' (Y or N)?: YES 2 (4 Hr.) (see formula) Existing + Re -Zoned 61.27 A. Major: NB N SB N 3 (Peak Hr.) ' February 22. 2010 Study polormed to RMT Minor: EB y WB nla Ad. Facto, I FINAL RESULTS: TratilL Signal Warrants Analysis MAJOR ST. MINOR ST. Hour warrant was met: (direction) (direction) SB EB WB Major St : Kanis Road (East) Direction: NB Mirror Sl : Pride Valley Road VOLUME COMB 4 Hr. Fact03 100% Factor. 100% Factor. 100% Factor: 100% Minor vol. Projected Conditions 600 900 480 720 for 4Hr. War. Peak Hr. War. Existing + Re -Zoned 61.27 Acres 150 75 120 60 ENDING Existing + Existing+ RESULTS - Existing- Existing+ HOUR SUM MAJOR MAX MINOR 1A 1B 1AB 2 TIME Protected man. results Prgectec man. results SUM ed man. rosu0s Prgecic- man. results 2 3 7.0 502 W2 246 246 748 44 44 0 0 224 39r7 7:00 148 44 0 0 0 0 0 0 0 8:00 280 280 202 202 482 34 34 0 0 344 96 8:00 482 34 0 0 0 0 0 0 0 0 9:00 212 212 212 212 424 33 33 0 0 375 80 9:00 424 33 0 0 0 0 0 10:00 173 173 209 209 381 33 33 0 0 398 99 10:00 381 33 0 0 0 0 0 0 0 0 11:00 197 197 241 241 438 39 39 0 0 367 551 11:00 438 39 0 0 0 12:00 245 245 243 243 488: 94 84 0 0 341 524 12:00 408 84 0 0 0 0 0 0 13:00 260 26B 252 252 519 35 35 0 0 325 508 13:00 519 35 0 0 0 0 0 14:00 260 260 302 302 582 39 39 0 0 295 476 14:00 582 39 0 0 0 0 0 0 15:00 317. 317 334 334 651 37 37 0 3 264 442 15:00 651 37 0 0 0 0 0 0 0 16:00 394 394 347 347 741 30 30 0 0 227 400 16:00 741 30 0 0 0 0 0 0 0 0 17:00 465 465 427 427 893 45 45 0 0 173 335 17:00 B93 45 0 0 0 0 18:00 219 219 277 277 496 27 27 0 0 337 520 18:00 496 1, 27 0 0 0 0 0 0 0 0 0 0 19:00 146 146 28 28 174 :._ 27 27 0 0 526 180 19:00 174 27 0 0 0 0 0 0 20:00 122 122 94 94 216 14 14 ' 0 0 498 218 20:00 216 14 0 0 0 0 0 0 0 21t00 63 63 es 65 148 17 0 0 544 202 21:00 148 i7 0 0 0 0 Intersection DOES NOT SATISFY the wamnts for slgnaltzation Mined In the'M.U-i_C.O." Peters Associates Engineers, Inc. Traffic Signal Warrants Analysis INTERSECTION CONFIGURATION Required Vol for Warrant: major minor Warrant CITY: Little Rock No. Lanes Major. 2 Minor. 1 to 600 150 CO: Pulaski -- — 28 900 75 HWY.,Mjr.: Kanis Road (East) Accidents I Wye? (Y or N) N 1AB (80% 1 8 2) 480 120 ST.,Minor: Pride Valley Road Speed =>40, or Pop. < 10 K N 720 60 Projected Conditions Factor out'RTs' (Y or N)?:YES 2 (4 Hr) (see formula) Condition B Major: NB N SB N 3 (Peak Hr.) ' F 5 22 2010 stud &--dh RMT Minor. ES Y WB n/a Pd; Factor: 1 —Y Yu MAJOR ST. MINOR ST. (direction) (direction) Direction: NB SB EB WB Facto 100% Facto, 100% Factor: 100% Factor. 100% Minor vol. for 4Hr. War. Peak Hr. War. ENDING Existing + Existing + RESULTS Exi$W + Existing + TIME Projvucd man. results Projectei man results SUM Projected elan. results Proluc[ed man resutN 2 3 7:00 70B 708 501 501 1209 88 88 0 u 98 222 8:00 455 455 327 327 782 57 57 0 0 211 381 9:00 406 406 333 333 739 56 56 0 0 228 401 10!00 410 410 475 475 884 73 73 0 ❑ 176 338 11:00 649 649 568 568 1217 Be 88 0 0 96 220 12:00 600 600 625 625 1225 139 139 0 0 95 218 13:00 735 735 546 646 1381 92 92 0 0 80 174 14:00 731 731 686 686 1417 94 94 0 0 00 166 15:00 718 718 762 762 1479 99 99 0 0 80 152 16:00 809 809 762 762 1571 .93 93 0 0 80 133 17:00 934 934 951 951 1884 123 123 0 9 BO too 18:00 630 630 708 708 1330 as 86 0 0 81 186 19:00 506 506 422 422 927 80 BO 0 0 163 321 20:00 443 443 41B 418 862 9 57 0 0 183 347 21:00 187 7BT 382 362 548 52 52 0 0 311 492 Peters Associates Engineers, Inc, Traffic Signal Warrants Analysis 1 CITY: Little Rock CO.: Pulaski HWY.,Mjr.: Kanis Road (East) ST.,Minor. Pride Valley Road RESULTS: Major St: Kanis Road (East) Minor Sl : Pride Valley Road Pro)ected Condltlons Condition B SUM MAX HOUR MAJOR MINOR 7:00 1209 88 8:00 782 57 9:00 739 56 10:00 884 73 11:00 1217 a8 12:00 1225 139 13:00 1381 92 14:00 1417 94 15:00 1479 99 16:00 1571 93 17:00 1884 123 18:00 1338 86 19:00 927 80 20:00 862 57 Traffic Signal Warrants Analysis Hour wwfall[ was Mel: VOLUME COMB. 4 Hr. 600 900 480 720 150 75 120 60 1A 1B 1A5 2 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p 0 0 1 0 0 1 0 0 1 0 0 i 1 1 7 1 0 1 0 0 4 1 0 1 0 0 I 1 0 1 0 0 1 1 0 1 0 0 1 1 0 1 1 1 % 1 0 1 0 0 1 1 0 1 0 0 1 0 0 0 0 0 0 0 a 0 d B o 0 0 10 2 7 Is Intersection SATISFIES the warrants for slgnallzallon outlined In the'M.V.T,C.O.' N O lOD W �I W VI A [J N 01 `A O �T °! b O C "O b k .`Rl• ems► n q p p a `° ` `° o co o b � P d CO, �! �! 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D O 9 3 Cn CD NC�D CD NO CD W W coJ Co rr` 7009 1410 0000 4m r0 1542 2637 o i CD O CD CD 0 O`o � N 3 ja-p r D o o srti 'V N CD N Q Q- r w O O Rt " O W cn fD 11 v 0 - =r 1µ+ GO 4 CD 3 m w I 7009 1410 0000 1542 2934 1CD c ow CD Z U) N i N m r CD QRL CDC Q 7U�d cn �t f U) p e+ -• v Lq 1+� N N O m m y 7009 1410 0000 1542 2651 ti m� m 0 Ti CN p O O to _n _� �^ a ° a III C (D O > CD Yq, N N co << O O_ v� _O 7009 1410 0000 1542 2941 C]i o yi M:u m v �• ro r CD 00 O w O c� m a w O 7C Q D N 'r n. o E» • .f] N a- N CD OFi• 0 Q Cs 2 N a �3 m w I 3 x 7009 1410 0000 1542 2668 o M as S Cl)w n- a g ro 33 N m b m a rn o M T 0 �. � CL N � Q R (D T T. w - w •• D v 1 w I IQ CD T JJ F P • - w O_ r ''� 7009 1410 0000 oy_ 1542 2620 r- OD N 0 c O OID . m$ z v O N 0n 0 s w (D 9 r $ . m m m w a D cn1,4, O �l N Q ^` _ V o 7 � m m •ti. r v mro x - _ 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 Jim Hathaway Re: Case No. Z-8523 1701 Centerview Drive, Ste. 102 Location: North side of Pride Valley Road Little Rock, AR 72211 2,300 feet west of Kanis Road Date: March 16, 2010 Dear Mr. Hathaway: This is to advise you that in connection with your application for a change in zoning from R-2 District to 0-2 District, the following action was taken by the Planning Commission at its meeting on March 11, 2010. (a) X (b) (c) (d) (e) (f) Recommended approval as applied for. Denied your request as submitted. Deferred to Recommended approval of Denied Other: Meeting. as amended. as amended. An ordinance affecting this rezoning will be placed on an upcoming Board of Directors agenda. When that date is determined, you will be notified. If you have any questions, please call me at 371-4792. Sincerely, Monte MoonY, Zoning and Code Enforcement Administrator Department of Planning and Development MM:aa (Z-8523) 1. Dedication of additional right-of-way is required for Pride Valley Road. The Master Street Plan Standard is 30 feet from the centerline. 2. Please use the enclosed quitclaim deed to dedicate the necessary right-of-way. The completed and signed deed needs to be returned to the Planning Office by noon on (date to be determined). If the dedication instrument is not received by the specif ed date, the item will be removed from the Board's agenda (date to be determined). Thank you for your cooperation with this matter. If you have any questions, please call Vince Floriani at 371-4817.