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HomeMy WebLinkAboutSDP200900028 Calculations 2009-04-134 c,, aUE v rameyfer, onn soft wow ' a.m. +w. limo sow Awe alkot IP ?0.r off 0010 rr sar Aril 1 t. 211(P) loel I _)eIILIn7I() I)O 1 harlottes\ ills Rcsidenc\ 7i )1 \' l)t) l \Va\' t harlt)ttcs\illc'_ \',\ _'2911 lt oehland, V';\ 2 ;()(-) ; 1 ). ( 3 ;4) 2t)) -()() I i Subject: 1 rallic , \ „c.ssnlent Proposed \\ al - \art 1- \pan Ihcnlarle (aunt\. \'irl'inla Dear \'Ir 1)crltin /lo I hi, letter summarizes the liniin{'s or ;i trallic asscssnicnl 1 1'. \) prepared N\ Ratite\ Kc!I11) tti ssoci,ites ul Richnitlild. Inc. IRK \R) 1nr the prtilln ell Will-Mail 1 at lilt' c\HIM:2 torc' lneatt'd tin lik' olltheatit kil)r'ilel ul iIS ,i) and 1liltotl 1- leiuhts Rid in . \lhciii,irie t leant\ Irc'Illla 1 he piit ), tlt Ibis :,1ud\ is lt) determine impacts to the tiurronrlditi 1ralitilioluitiotl s\'Slk -sni created h\ Ilic Site trips 1r'oin the proposed c \passion tlikl recoil inlhro \c'rllents 11 iitk'eSs1r\ tti tllltivatc the impact-; 1 he current \\ al-Mart ,tire is 1 I'),I)(,t) square loot 1, 1.) anci it i; 1)roht, it) he t' \p landed l;}r a total of 11-4.7 ') S.t. 1'>tlStinv de\„eloi)In 111 ;lcccss \ia the rii`l1 in iinht -tll drl\t \ \a\ onto t) and the snilialized roll lno\crllellt drl\c'\\a\ ontt, I liltt,n 11einhts Road is proposed 14 rcnlaln the- sank. It is a';sunlcd that the c\liansinn will he lull\ hliilt -nut tconyletc) h\ I)lli)I) Rcler to :Append i\ -\ for f i 1 ',ho\\in.2 i .,ite lok.arinn reap rind I= (;'ure 2 tihti \\I'l:.' the i)ii Il111r1,t! \ site' plan I he'take\ Luca for this )inject include- the lt,llt)\\inil iiitcrsccllt)n 1 2') in 1 1iltnn 1Ic'irhr Rc ticillititle Lane 1''' '() at 1.. \i;linc \ \"ai -\tart R1 111- In- R;21it -Out i11ZOi I)rl\ 11iltnu 1 lciIllts Rnatl ill \ \al- \1;irt I)rl\e `'),inl ;t- lull I_)Ii\C lice\ IrltcrtiCetioilj \ \ere anal \7eti tinder coinl,ineki NO conditions t \ith Site lr;t!tic Existing Traffic Conditions I field tcco1Lnal`;sance \\ as petit rnik :ci H R,ilnc\ Kemp .. . \ssoci :ncs. Inc. at the -,:I1IJ\ intersection Rclei to , \Itpendl\ \ lnr I IL',nrc' i tillu\\Irui the c \n,1111c I,irlt' collli)_'ul %tn ,Ii1c1 int;lit' ct)iitrl'il it s11.1ci\ lirtt`r5elluil M or* warty onorr. .., NMI II* alit MS r. illy Iil I1FMlt k M NA Mir MONO MON mitt r Raleigh, NC ic.; .,,101/4 , VA i{ §F= :: o ,- Salc;r - t, NC 1\11 1)entuliit, prll ' i, 2000 l',M(ic I rtlttie etMtlrt AI the irler ui 1 I`1 ,7t) at 111111111 11cttihiti 1:ottd Seminole 1)ri \e and to 1 1 O At Veal INlurt RI1Z( / 1 )ri\e Stint 1 'luh 141\ e \\etc pr0\ idcd H Vi)( ) . \ tra tic count \\a` conducted ,it the ltld\ Itttcrectittil of (''S -2 it \ \a'1 \lari RIRO I)rl\,.'\ \a\ durim' 1 }(Milt the 1 peak hour (Too i)+)) and the I'i\1 peak hour (-1 00 I)I)J IZcter to . \ilit.rdi\ ,\ t l'1`'Ure °1 ';11ov'lnt2_ the c \It,tln i)i)ti peak hotir tra;tic \"oIurne-.; Refer th •\ppc :ldix 1 For tine lllrilillt tno \ernent cct( detalk. 2009 Background 'I raft is In order to account for i rte\ \tit ot t r a t i l c •ind titiHSCt1llcnt irathe C t " ' t l d i t i o I - , t i n li t t t l t i r e \ C It tr;ittic prt)le tiotr, are needed. Projected tritilie include~ e \h,lin_' tr tic hull, !rattle due to r'rt? \ \th ot Inc eonlnil11ilI\ :Ind ,ttrroilndin` ;ti a ll;,ll I--, tirlticiptitcti 1tt occur te;';irdles, tit helh:'r the oropot,ed de \cl+tnilit'nt I-:, eoIi tritei:d 111 deterllllilc hrttjeci<d lt;iltic \nlUnt.' - ,. 0\1! lraittit \ititlrlC` \\crc prt11s.'Cted to ille vcar 2kku UtiillL' a c'ttltlhtouitJcd amilt!! '(210 \\tll rate or ti "'(. kcter it( \p1\erdi\ \ lur 1'12 the • ;ht)\\:14.' all illu- lra1ioli ni Inc h,lektrtMlllld 21)111) leak hoot lraitie \ollillle . No \ppr'o \ed development lrlitic \ \ati enilildcred a; part of hacl\rrourld Imitie. i rip Generation oial hrilnar\ ne\\ peak hour trip re,11111n,' I onl the prrlpo \\ Al (\-tart c \1 \\ere determined halved on the dilterenee in c;iletilate,l t 0,ener:ilr rr potential hel\\eer) the ci.irent hrriidlllr_' `izc Alit! the 101,11 Srie ok the currelll hrl!dlll;' pity-, the pitt(tt)ed (..\h,tllt,lt111 he current \ \,ll- i'tltirt -ttore h 1 1').()O0 ti.t And It 1` propU 10 he c' \p',ilyded for a bit 01 I ' t Site 1 crC eilletll,tletl liiilriura rletllctdttl +t!_\' ettr1121111ed illlrl the Ill litune 1rant,portatittn 1.nt'.irreer II 1'/it (it' itt'i cll)t0i manual. 7 1 Pa„ H. lie trip retl(elitirti ll:,ed tr: the trin `'ene ,iti),i(ined a 17"c r'.'dr it: lion ,1., per 1 1 1 rilCll;ttdtltte\ 1 detailed hreakdto,\ or the t t'erer,tiror ear he luund in 1ahle 1 it 1, .',tlrr ted 111:tt the prttht -mire e. \n:lil \\ Ill lenc.'r;1 ,Ipnro \!;!Ellen\' O(t IIC \ Pr'111;ir\ 111r, ( \'' e111e1 trrld cVt! ..1111111!' the \'\I ,leak hoili :rrrdl tlpptO \Irrn1e I I(t I1_ pi- ni,lr`. Imp (0i erlter,ul(i 0 e\It) dtIIIlr the l'R1 ;t.',tk bout ONO *NM MOO ctrl. IMO. 011.0 ONO Mr W OW ail, . gift ma* i , , woo to wow ow.* 'aro ma* mos mow. gius. a Nlr Dcntinii pr 11 T 1131,E 1 1 R11' (;ENE12..1:11()N ANI 1'L%11. I lout l'' ,.I. l'e,tk 1 lotil i Ph,f \.1)11) 11,1110 Itct n t I ",tank_iith! I )i-.(..t)tin1 1 1/1 i - v .... 41ti ,_, :.,...,1,, IC rill 1:k:t.itictit)rp-, ' 1 1 7 , , P\1 f 1 01(// J57/)/,/r1 /Hp\ I 1FrecStindin1 )ict I 5 -1_ 7 89 1-10 Supr t ' -, II)1. I \i-,nir "-I I-Ii Rcduclit11; 1 it n n I 7 , I'M 1 I \p‘in...ton Two/ Prwhirl 1/ ii)4 s 1 io 2 -i )2 • t i Iota! New Priniarx Trip Potential of 'store 1 33 33 61 65 Expansion Total N('Ns Pass-liv Trip l'otential of `store 0 it 13 12 Exi)linsiort 1 rip = tistrihtttion and Assignment l'ilir..t \ -dt ,. inn kli,11 pok.k. ip,cd 111 ‘1 pw11,i1:, ,ilL trip- to tlic -11.,1% 111L yscrc k.-11i11,11c,1 hsi,vki on C\ -ti ;.' 'nt1 11_, p.111.,"Iir ..111 cnr-1ic,1 111',.' tidL'Inc!,' I IlL: Iv !plat \ 11 1 p ,11 V, cf c 11,k_s1 111 Ihk: •..111,1 \ It) Iron) 111c um th ,111 1 -, 2o) u k) In )in 1 Pc ro on '''' ( 'Inn I )ilC i' 10 1 ll triC ,0lith ,)11 1 •• 2,0 thc ::.it ()11 "L'llill".01 1) \ C I- WI WC \\ k., (111 1 Illitari 1 icpht Di \ t,' R....1(...1 I() ppL. nk.li \ A :( I I.2',In,--, 0 ,tr,i 1,,\ : 11 ;. , p i ,,.., , ,,, x \ l,, Ir 1 1 1 ,,-, pt..g ,ind ,1 rt..-,p0,:t IN cl \ J R nip 111 pcit...cnt,4.1.,- 1,,e,1 in 1112 1111 p11, 1)% •Ilk: 117, 1() If Ik. 110`, lt...1'0.1.11 \VCR: 1).1',C(.1 Olt k, \I ..,t ;IL I; JII i 1 )Ic ti ‘ 11,1m, 1 H-.., Li I (It .. in,i1 \ .,1 1)1 h'. if II) , V...L'IC ()III \ 1,1LCII 11111 1 C ., .2 P 11) \ p11',:ndl \ \ 11 I 'y111 t..-... N ,ch] ,, ,10) in,: 111c rl 1111,11' , ,1 , ...: 1 Hp ,i,,inh:ttiku: rt. is',12111/1( 2111, rc.-, cl‘, Noma mos* mom 10.0 isom ofti soir o mum inio,* 410**- sow 0000, mom sift t , - , -- • _ ' is,11 11 1 I ot(..t1 11(2\\ .ite IC dcterrnirk.,..1 h\ conihmlyn prunat trid H\ , -(1c tMp. 1\1\.t\.1 tr- 1 ii 1(1 Lc 101.11 ,IntIcIpAic,i J. r iiin trom 4 e\ Cotill)itiet1 21109 L, .1'.111/) re,11,11()ur cr d1crmiiicJ H cniiIinu the toil my ( F iuic 111 2)) p1k iur (rd.( UrflC 1 ((i'cr Appcn\ii\ or 1:1(...(.(11c 11 howin tlic ii1lIflLl .. r(:Jk. Flour irul Hu iiLc ji id\ 111 ct cud\1 , ; ( h./ cj c \occ1, 2 ,1 of , I 111 ,..1cr 21)W) ti;i11\ I ,11 111t.'HO.:111,)1) nc ‘11' L'd 1(1 1,(1)((... I ct,illo.1 intouk (.(1 T BLF. 2 A1NAI,)SIS SI NIS,1\1Z1' OF ( 2009 PEAK 11()IHR ('()N1)111()INS 1'WFFKI)AY 1 NA, EEKI)AY AIN1 1)F AK HOUR 1 PF A Is, 1-1()I R I, ANI_ I( INTLIZSEll I()N; 0 N1.1(J11ZA (ION Approach Approach ki)t( oach Approach LOS 1.)elat, 1 IA)‘ I Dela\ 1 I I , II I t IN III,1( +I '-, D 1 I 11 \Int L I N I I 1 11411i/ I 11 1 1 kik() int 1 I H1); 1 11 1 N 4 IF i1,,1 ! 1:1) t(I 1, 1 1 to<I 1 I ( 1)1:I I 1 I I t >t tr,ct h 11,1I \4 1 I Ilc 1 Rttl `" 1 III,: p‘ t„ „per;tIL' \\ Ilk 1 ()N[) tIt 1 1)"111 the AN1 diiC 1)N1 1ik Li li ft ti p l 1,,11r. 1) 1) Ji ii ti, 11 \ NI , 1 pr 1 11 r1,11\ -- ".1kill.%.11:" IlilIt liC L iiliRF rt),ICil IL's)1 11 Rll( ) 14i\ C pCCiCd fk) k)11CFLIIC \\, i1i1 1 ()".H111 th N1 ti I\1 1 owe mom row mow NW OW NOW AIMIM. 410101 OW. OM MOW AOKI MO NMI VIP 01110110 WOW MOW 1011111110 Oft OW" NNW r . Mr. D 11111/10 April 1 200 Piige ol I Road _it \li..11 1.0) i)Ltt.iL.i to operate I) or HittLiti darinti hotli I and PN.1 ptk II iIc rc Lii.pc(ilLid tu opk.traic at I) Hctii dirint bathtuti lhc ,\ M wid 1'1\1 putk oneltisioris and Recommendations In conclu. ander the ,1 inadc in 1E iIl inter uiicd re c.sidi\ii..ted lu operate acccipliihle I.( k\ 1111 t iJdiiion ut the rt')1)0 \\ i1N1tvi C\11.11 on. No impro\ niei11 rc rc nim1ci il „In \ of It \rot.; iuLI tine ;in\ Litiction ur ntnient eld1I\c to thy, inc Rattier Kemp & .1.s.s()cinit Inc. ir,Lini \A . 1 cticr. P1( )l miinccr moo emir ors 011111110 11111•111 S.* IMMO OWN MOP ill MOO OW 111411M MOO IOW;arm maim wilio AMMO am* sem mar B. All unsuitable materials shall be disposed of in locations and under conditions that comply with federal, state and local laws and regulations. C. The Contractor shall obtain an off-site disposal area prior to beginning demolition or excavation operations. D. All unsuitable materials shall be hauled in trucks of sufficient capacity and tight construction to prevent spillage. Trucks shall be covered to prevent the propagation of dust. E. When all excess and unsuitable material disposal operations are completed, the Contractor shall leave the disposal sites in a condition acceptable to the Owner and Owner(s) of the disposal site(s). 3.10 BORROW EXCAVATION A. Description The work covered by this section consists of the excavation of approved material from borrow sources and the hauling and utilization of such material as required on the Drawings or directed by the Engineer. It shall also include the removing, stockpiling, and replacement of topsoil on the borrow source; the satisfactory disposition of material from the borrow source which is not suitable for use; and the satisfactory restoration of the borrow source and haul roads to an acceptable condition upon completion of the work. Borrow excavation shall not be used before all available suitable unclassified excavation has been used for backfill and incorporated into the embankments. B. Coordination with Seeding Operations The Contractor shall coordinate the work covered by this section with the construction of embankments so that the requirements of Section 02200 are met. C. Materials All material shall meet the requirements of Division 2 shown below: Borrow Material Section 02200, Subsection 2.01 - Select Fill D. Construction Methods 1.General The surface of the borrow area shall be thoroughly cleared and grubbed and cleaned of all unsuitable material including all organics, topsoil, etc., before beginning the excavation. Disposal of material resulting from clearing and grubbing shall be in accordance with Section 02100. Each borrow operation shall not be allowed to accumulate exposed, erodible slope area in excess of 1 acre at any one given time without the Contractor's beginning permanent seeding and mulching of the borrow source or other erosion control measures as may be approved by the Engineer. 31037 013102200.DOC:08 - 01 - 08 02200.DOC -10 MOORES CREEK WWTP NUTRIENT REMOVAL APPENDIX A ti4urcs A . - -, N t,„,...,;::.* --.,-.:-.,1,-.;*. P-' :.„ t i,,..-• __..-:., „ ii:,..-4,-70,-,.:i •-;„14 „.. 0 i- „.,4';'..0 - - 40F f , ; ' . it' A.-'-' 1 i if z--,:-.-4., V --- c--.- * 7' Iit 41' '4+, 't----.- P 4.,--. e...I.' vlh...:::'j' A: - ...:.; I., c, . 4.,'gtf;f ----;-.-7:---:.• - r.r",.A, . - -, 17—'''''t 14., 4, 4, kir,.1. — -'4„.. • i*it,...;:-,,'-;.:.1-.,4,4„..,---,dA,.' 1%.,,, ,, N.;e0:- ff- , ' 4 flipf. littrti'AZ*4',' .AIV lit T.. 44r..'4 4 ;., A 1, ;', INSI' .1 44111 illS. L.:(;1-\t) i 11 tR--''AilLm---. LiE.. KirY. ii:EI:TIVII:P: f cl IIN - - - ASSOC Su 0:iiiCi, 111 N11, 4 N N1ArkIif)-I ()(-- '''- ------ r-r rrIF ti i R: MEY '; E ASS()) RTES I ring. 4 N 4 riro' wok.' the Lirmt,i)ri\ or 1 0 1 ir 4-0 S l I( R I A 4 4 A 1 ral c 1 tlt,'! 1 I •.1',1111:_!, 1 0 1 I 4 r A 1 en1nu , lC .:lilt.' iIilt „n FlriH ?i': 1) . c i.. 7 ti' t i r 1 I1k ) i L'\\..', A FI A rilEY 1 g_ rt:PP l I I' \ - 1 \ \ , ,,ih 1l I.;dr' I .l - ul \ I 1 011 tIIIlC 1 ,trw Dr:\ C t Sr- s N‘; - 1 relf SITE RIR( FN 1) I 11:/cLI ASSOC! S 1mtcr-,:k.1 1 1 \` Pew I 1,)ut I I 3 t. ) ] A 4* t SCP11A _ Jr _2- 1 ) " „1111ton 11,:ft Ilk Dr: 44U t Ilk I I) tl AM EY 1-7 nil P LI ink-- ASSOCI:1/4 'ES raT ittict 11 I rit,,I111 It) ,11\tic 1",o tc, I p,,,•,„ I •,,1 ji ak 7771 4 t 7.; 11 Itwi 11:llk 1)r :NA: 41.113 I 4/ 1 1 7 - r J SI r 11k( 9 II RAMEY KEMP 1 ASSOCIATI 1 "*1 1 1 P\1 \PcK Lork.IH ti. j J I 4 11 inc 4 I ter, I {• r ; ` i ern 7 V r r 1 SITE It l I: ( ) 1 , \' t • \\-1 \ h:(1 \ I) p q pry nr,H:,rl'J .} Ir;, :,, a SS0 y 1A r S i• i.. F'.'. I: I.. I !.r(ii ulj ,u i cw, I'M 1 i t.r_.. A t 1 iiitor, ic111\ 41 Ow A 5E: FF V klk( I i \ c ,I\ t R A ro 1 Y I T:: 041 C' PNI LI \loth 1.:1!'c 1 I low ollc 11.A t NT , t I f 1111 1.21 It ICIL1V1 1 - , Sl'I'E kik() 1)[;\‘'\\.. F(L.N 1) RAMEY KEMP r•Ai,°:•".S011:111,7S Y PN1 L' I I kil itc I ra I Lt.Ti! 1. IL A I t, t 1 l'Iton Hcit 4 4.- 4.. I 4.; sJi' I 10 I )11\ \A \ LE(1N1) RAMEY 1-(1-..:MP L .11 ASSOCIAT S 1 r 1\1WkL IcILlI tL tIrnhinc ' . k1 APPENDIX B EXISTING 2008 TRAFFIC (_'OLIN I 7 I ' ,5411 1114; - 1E, 4 -- 131 - .4 ' 19 i1 , r 1 1 P(; P.',,,. Peggy Malone & Associates, Inc, 888) 247-8602 File Name : Rt. 29 and Seminole ...... 'or. hits. AM Site Code : 00003001 Start Date :1/29/2008 Page No 1 G4 Printrmi 1 - V44h«. 2 HgavyTruckn 1 rote9 1 Hilton He'ghts Rd Route 29 1 Serntibie 1 1SCalfhtrtirld Westbound Northbednd Ea;tbaLnd 4p. 1- 4 r- knr i1flint1el91347149PrilAr9,g49 ! , 96 I 1.44t 16,14 , Right 011r9 L.9,4 0 T , c , 417r 0 1 1. 1 73 L( , i -- 0; ,..-., L i_ To 1, 1 , 1 0 I.n 3 U r oo(TIA,1C -- ';77" 40E.ii 442 1 2 2 4 5 3 339 01 0 2216- 1. 17 --- 31 - 6 o- :., AM 345 90 1 0 919 I 1 6 C 14 7:3 43 3 ro 2 31 e45 0 3C; , N.M 92 527 3 L s 6 2' 12 247 61 0 470 4 74 0 44 194 47 41 AM_ 47' 657 1 163 2 9 0 1.3 12. 0'7 4' 0 332 9 1 1: 0 1 10495 264 2070 12 2307 44 6 1 44 ; 4 ' 3. 114 i 141 1 100 - 4 1617 . 1617 09 17; AM 3.7799 0 0 056 2 14 I ' 280 4: 11' 1 25 4 14 0 166 06 1'; A.M. 69 797 11;10 1 7 7 0 17 13 23.4 ri 152 11 1 4 414 0 eR 211 /04 114 593 9 r 94 1 2 it 7 264 tq 3 375 14 0 2 1 4 043 044 45 53M. 23 447 3. 0 597 2 R 11 11 13 1 11 405 29 13 39 0 41i L 1054 roc,1 T.: . ..;260 0 o mgr, I ii c 6 r2 11 242 0 1 I I' 1'1' 1 723 I SIX1 CireLnej r5'11 656 44467 46 0 3144 I I` 3.05 0 10' I 95 23.65 0 3.5741 41 4 24 11 144 Ir 1" Appr;119, 176 96 4 0 6 0 0 141 3 25 7 ..1 : 0 0 1 47 3 36 2 3. r'1, 2 4 / 1 7)4 1 44 la." 46 7, 63 0 i 0 7 47 0 9 0 0 L 2 15 1 t 1 02 11.3 7 2 3.7 0 0 4 Route 29 II ton HeigntR Ftd.T 29 1 Serninels Lene Souttibo111d Wectbailnd Northbound i Lastboune r .AD, r Ap0 , 9,,I,,, 7 ;,, 9,01 T9, 1,0 P,LI, 44 '1 Lri ' PeL93 9yr. 1156.1 L ' 466 1 T , 6 o64 7 L. - 1 7 1, 11 0L',11171 77•Lic A PO t, CA 4'3 4,4.1. 7,-.04 1 Larcrscc90 46 9241 1 :010,14 101 2414 9 114445 4 11 41 1, 1 14:763 710 3 3.7 3''. 7 14 1 21' 4 p 413 444 Q 1 1 2 1 11,' 7 "2 0 1 0 01 4 60 1.) 3. 1'. 11;11' 0 443.3 2 1 21 77 7 1 2 i',,1 V nl an, 9 996I H401 Int 0" 41 AN"09161 AV R '1 .4".1 99 999 /53 3. - 11Li0,1 1 41'. : 16.1 1 2 1 14 19 446 4 1,C" 3 53 1 0'.,, ;r1r/1721,0 ;')1J '3 , I, 01-=1L; 5 - fl Li -; Li 1 -, Peggy Malone & Associates, Inc. 888) 247-8602 File Name : Rt. 29 and SPminole _ Hilton Hts. PM Site Code 00003001 Start Date : 1/29/2008 Page No 1 Groups Printed- 1 VehicIwt - 2 Heayy TrucKs Rnute 29 -Hilton h-leigtits Rd Rout» 29 SoriNnole Lane Southbound Westhound Northbound Eastbound StFt 1 ftxt P 34!,t 1 rftm Left irlin L, P 43 ftru 1 ,eft, ftrl ft, i r ' , ;1 , : iTT,,ifft fl Pe,. light 1 I 11Gmt - 1 1( - 1 6 to ter 10 L " ' 0 "Tr 04 001 59 12 41', 7 7 f. 2 487 4 0 1 Ift 6 H 1 0411 PM 70 30 I h 0 tr.{ 1!) 4 21 j, V- 76 4.4 11.' 4f, 5 3' 7 123 11;R 04 40 PM 5 325 11 0 1 f 7 44 0 21 4- 1) 0 547 45 4 44 7 134 04'45 PM 16 145 1 0 414 4 h 19 0 22 1 2 445 4 7 5224 7 43 0 177 45_ 7ft11, 212 WI iO 7 - 71'1; 1 12 ----- 5 0 4 i 174 1,119 1; i,) 2115 1 54 24 321 0 r 4'41'0 01 (51 PM f 5 3:4 11 1 1.27 ' iv o 29 t' 553 54 0 17A'', 4 1 4; P 114? 17 67 255 05 :s rm 62 l's! 12 2 s2,5 9 241 7 4(1 77i 47 1; 679 42 4 04 5) 1 5)1 01 ,Ici PM 5 35 0 2 46, 9 3 29 2 40 26 441 7 '3 4 700 20 5 42 r 12N 374 05.4% OM 54 112 2 0 227 1 f, 14 0 24 27 117 34 0 611 14 4 94 0 137 ' 4 197 T,74) 221 1415 40 I) RC 27 22 42 4 25 1 103 221 0 2541 ; 1(4 2 t 711 1.17 5;rf,cri T 437 72825 52 0 eif' 44 34 0 240 1 "77 41 ' 600 0 4095 32) 9. ... 1'111 7942 24"", 4 ,5prch 7'. 1 0 04 .3 2 , 0 ip 4 5 8 45? 7 9 44 93 5 110 0,0 200 44 55 2 20 1 ft'tel '0, 5 722 12 3(1 1 34 1 r, 0 9 2 ; 74 4 : 6 2 11 2 41, I A I A. 3 n 1 Route 29 HeightsPd.Ro'..its 29 i Seminole Lane Southbound Westbound ,Northbo.rid 1 Eastnoued 7 .--Start 711, - .0 ' 101t 11 f `, rfts 1 i ft ftlIt 7 ' t en red,1, ThAAI A An An 474 1 r0 I 1007 , H.' 1 ,1,1 )44 , %1 ft; t., 0 $61 P,,,I ; ,T lft5, (AO PM 11i,7, 2`? ; 'Al 44 0 5 i .1' 2 87 2 1 ' 172 22'14 747 5 2,&0 14 11 69 2,itrnt 7,2 441 2 0.4 i 5 1 5 R 674 0')40 44') 1 i.2 1 7 '64 14 2412 62 4 7 1741 0 20 n 14 7" 0 6 1 0"4 504 2 55 ", VliLlAYAC 1-T.akFsc,u 1 5:30 Hi. tilt ..7 " PM 0 ;44 1-0" In 0 0' €10 54,4 Volt" 44 2 147 ' 5 0 41 fi.' l l't 70 4c 1 07 4 f Icor 9 4 1/ X 4 0 4411 7,4414 A Al A A . , • '. ..A ' '. ; ; j stiel 44,0i*** 1 ,;•:, ',t I,i'i M : Ji 3 .1 !i 3 41 Dr-1, Peggy Malone & Associates. Inc. 888) 247-8602 File Name : VValmart_Sams and Hilton Heights AM Site Code : 00003397 Start Date • 1/30/2008 Page No 1 Gm:Ts P nted- VeNclos Heavy Tri..ickg 3am's Frtranco HeiTtc Rd Woinlart Fri HOT:lilts Rd Say 41.7cund Wtostbound Northou9d Tr,c R Io "Tht.t'eth 47 F Arr, I 701,,3 334411 r 44 77.7t7r 1" 1 n t t -Cir it I D77.42.4 i 2 it 23 9 43 2 2 9 ff 5 -R2, 9' 0'T 39 3 2 32 4 4 04 1 22 4 1 12 30 Mel FJ 1 1' 9 4 4' 11 13 42 2 tt 3 t 23 4 79 113 r 2 2 20 12 34 14 1 11 11,72 12 , 3 1 34 W1 o 3 T 2 1 5 F"5 13 - 24 r. 0300 A)1 1 73 t r 4 r- 2 13 4 2s 3 10 1 1 14 1 NM 2 1 2 13 34 11+, ql 1 13 1'0 1 3 4 4 3 9 3 t9 71 09 32 AM 3 4 3 `, fl 2 71 34 12 1,1 Ft 7 5 1 ' 7 31 41,AM 3 r IS 15 15: 17 r ig 1 2 7 1 3 43 4 rl tit TaTit 7r "it r 1 4 1 13 tr) larrInti infr.t 1 0 22 0 4 1 3,4 1'3 1 444 16 21 3; 07 11 224 FF 1 31 114.t"1. 7 33 02 2 9013 9 4'7 4'7 17 14 I 1: 4 0 rottt 314 0 07 00 3 11 4 3' -', 11 ) , (0' 1'4")1 31 2. 1" 72 Jr' e fr Ll r U n I al MI INI AI MI 111 III um an joi an Am MIR at Peggy Malone & Associates, Inc. 888) 247-8602 File Name aIrrart Sarrs and Hilton Heights PM Site Code , 00003397 Start Date : 1/30/2008 Page No 1 Group9 rhnled- Vehicles - HaavyjrudK5 Sam'l E_'-'ntrance I-111ton Heights Rd, i Warnart E-rtranr.',0 I-Wton '4e)g7m c.7. Sr uthbound Wrw,thourd i vortrItiound Ealtbound S rb 7 31 , 91146' TT, I 1.4.9 ' 9con ' 1,0 11 011 6' I 1R2 '1119+ L 1 : 7 '''''' (11}11v 146 ' ' rii " 1 1 I 1 ,0.'1 T649 1i_. 1 00 PM ---7 6 ' R 4 fl 671 1 ' 21 1 0 1i14 ' 1 1, 5 1,0 hq 1,7 /1 . 122 I 4 1 PM 29 3 5'4 0 7 14 4-9 67 4 19 ! 1 4 3 49 14 64 2 1 VI 11 , J4 10PM 2 5 4 2 41 44 4: 10 f 145 12 A r 1' 22 47 23 32 1:4 1'5 PM 41 52 0 61 4R 44 46 0 345 19 7 44 I 2 5'; 14 10to, 2 791 9 70 17 267 5 505 Q 111 1 i di 1 23»' 169 063 PM 1 4 0 5' 40 5:5 14 0 5 4 11 1 11 44 15.5 4 59 3 3 6 19 V d, 36 i.,0 13 L.13' 23 5, 14 ' 51.4 D5 111'M 2'65 0 55 , 4: 02 41 117 f 4 3 42 2' 94 04 141 0 5 .4- - 1 PM 7 1 11 0 57 151 33 45 15' 4 14 0 5, 19 4 14 0 114 104 Tenni 2; 19 2:45 0 2156 1(3 5 1 10 55") 7- s'i 2 145 54 145, 2 46E 1317 3?? 1 5 4i 445 1 55.5 13 14; j.4^, 4 1,1 i ;4 7 9 799 i 1n II 25 7 51 .?,;• 51,,r5,11"5, 555 3,5 4,1 353 53 1 13 1 94 67" 1 1711 2112 13 4, 4 1 5 , ( a 1 . 1 4 .23 4 1453 0.0 72 01 3. ) 1 5 ' 55 2.4 1 7 A (,1 11 1 C' 00 t' 1 ' -, 203 1 1 0 1)1 0 1 Ramey Kemp and Associates of Richmond 4343 Cox Road Counter: D4-3295 Glen Allen, Virginia 23060 F de Nacre US29&Site AM Counted By D Deal 804) 217-8560 Site Code 00000000 Weather Clear, Dry Start Date 04/15/2008 Other Page No 1 i , ,,, s )uentod jr9,113te I 99 Roue 2()r Route 29 V a MAC E From North P1OriF a5t F ram oti"Fr ern 39o,1 St(' T me, k'.913)t i nr l ) 7rkr-, 0091 1 tee i_eft Irk', kight Thro Loft fr 99;91 Dm, 1.aft T l r '. t aCtOf 3 1 c 1 i 0 1 ) 0 n 3 10 C 1 c 1; 2J 19 D uo cAryi 4 0 0 0 j 2 9 9 14 9 03 15 AM 0 U 9 0 9 c 0 u 1 3 19 10 AM 2 9 0 0 3 f t/0 9 1,! 0 4 AM 4 Jj` 0 JJ 2) 0 J. L) 12 0 1,3 , 3 1 j 28 0D Am 9 u 0 I J'1 'H n z‘i 11?, 1 '. AM 1 0 U 0 9 9 1 1) 0 i 2) n ne, j/9 AM 3 1 ' ) '0 1)1U 2 08 4 A 4 P' 0 o 3 2) CI 0 1)1 n 0 19,td 1 1 1 0 9 0 0 , Geiri 1 Totat 10 13 9 2) 1 c 9 9 fJ ) L. 19 2 Apyt J 1 /.() 0 02 01 9 0 J C 90 f 0 09 u j r e 90 r.,S 1 00 1 - 1.19 3J;.1 00 0 p c. i, 0 .) Ull 90 39 1) 9 1:; i: 9 (') 4 ;-. 90 10 1 , Ramey Kemp and Associates of Richmond 4343 Cox Road Counter 04 - 3295 Glen Allen, Virginia 23060 t=ile Name S29 &Sete PM Counted By D Deal 804) 217 -8560 Site Code 00000000 Weather Clear, Dry Start Date 04/14/2008 Other Page No 1 p, Fnnte 1 flit riftec US Route 29 JS I< ,- ,,,f 7'='x'1,1' M,1rt 1.r' t=rnrn NCrm F' - -1st From Sn+l`"Fromv4,: „ ;t Staff 1.rhe RIght 1h5'1. eft rks Ricrt rh - i, left irks Right T 85 tf Tiksi H5ri1 FU., oft 109; td! aJ,tot 1 0 I l 1 v ic 10 0 9 I 0 i 0 1 t 0 1 5 r, PM 0 r1 1 5 5 1 4 15 )PM 4 5 1 1-,1 1 1 24 1) 0 28 94 ,i- pm t 1 0 0 J El.'54 i'i 4t.. YAM 5 c, ii 0 1 1 5 i 45 tal 14 0 n 5 1 1 1n.1. PM 3 3'.r PA 1 c . 1 y n i tJl 11 it ii li Il 1 if ; ;a la ;I I..1+_1l 1 tai 1 in 0i 11 A:;F;,31 i, ri ,) it 0 p OC 1). u0 n p 10 9 u i! 192 ') 0)52 Sri i. o thocil 8.9 9 0 0 P.0 1 00 1) 0 '1 5 ., 11 tj hi 0 ir, 1,2 APPENDIX C CAPACITY ANALYSIS CALL _ LA 1 I t 1 COMBINED 2009 (OND1T O: v Proposed Wal-Mart Expansion 2009 Combined Conditions 1: Hilton Heights & Rt 29 Timing Pan 071 Peak 6lar 0. Nir c 4— 4„,... 4 At I' Hnii Group EF'3 EBT EBR 1,VBIL WBT WBR 597 537 538 SAL 33T SDR Luc; Co'tg..rat[or,s t,.:4 rr r,1.4..1- v (vph;136 13 87 32 12 8 236 115 57 33 2509 439 1e,a! Flow kiphp9 1900 1900 1500 1900 1900 1 90r. 1900 1900 1900 1977 1907 , 1900 Grade (''',,i 07*,5:/, Storage ._ength ft)0 155 30 0 207 0 207 20n Stcrale Lanes 1 1 1 2 0 1 11 ' ', 1P,1 Length ;ft)25 25 25 25 25 25 25 25 LaneLane'Jtl actor 0 95 1395 1 00 00 1:0 1 00 0 97 035 035 1 00 0 86 17Q Fr!0 850 0 939 0 994 0 850 71 ; Protede:1 0 957) 0 060 0 050 0 950 0 950 Sato 5Ecw 7rot1 1698 1 1599 1875 1754 0 3510 6520 0 17 6408 1583 54 Rermrttec 0 550 0 950 0 950 0 ":J50 0 95') Sat'A P:ow 4.Jerm;1608 1715 1599 1805 1784 1 3513 6529 01777 6408 4583 Rght Turn on Red T es 11s l'es es SaId Rah' (R.TOR 90 c 9 257 L.nk Speed ;mph)30 30 55 55 Lek Dstary.e (0':332 145 506 1171 Tr,-?vel T'me (s)7 5 33 63 29 0 4-4;;irc Fia.r Factor 0 97 0 97 77 fl 0u 150 0 90 0 39 11R5 780 0 96 0 96 7'0 Heavy lenicles ',)1 :_, 15 1-0 0'. 73 ', 00 20,,, 27u 2':', 27, 2', 2'il Adj 5 N (vph)140 13 00 37 3 ,0 265 1253 56 34 26'4 436 Snared Lane Trafft r 47 Lane Group PoW !On:76 77 90)3 z.265 1305 34 27114 436 Turn. Type Split germ p(4 Prot Pr.)t Perm Prote-::tea Phases 8 8 4 4 1 5 5 z. Pernuttec Phase 8 2 Dete 71 8 8 8 4 4 6 5 2 Switch Phdse Mcsmum 'r''',1' s)4 ( 40 40 40 40 40 210 4 9 15, 157 Mmr,um 3p1:1 1:120 21 121 120 12 26 272 123 222 222 Tot,1 Split ,,,1137 30 0 17' 15'' 150 01 20 0 450 0 U 130 loo 41:1 Tota GDA '','..)23 75 2857 28 t'3” 14 3'., 14 37 9 70, 10 i';',, 42 (i',„ 0"/, 14 7': 1 ' Vaxr Gr sr,;u2 2 u22 222 y) 7 n 1 173 t, 7 32 8 3.8 vel'uw T Me F-,)40 47 4 1 ) 4 d 47 5:, 5:'773 11 Reci T!r :-;,i 8 c 1:6 40 4 i-, 2 33 Lcst 9 . 3,0 0 it 9 r 9 j ;. 00 0 (I n t de) 11) 1 : (.) i")'.) d18 C).s Trne ts 7/ 73 78 4'' 7 49 8 6 i' 7 3, 43 1 e, big Li- al seal Op1irm:0 Yes Ps Yes es 1, Ext t -;:17 3 0 30 40 3 l,3 u 3 n 3 30 10 Rel. Mooe None uye. c,re None None Nene I'vlaA 5.n' 7 Max 0 Act E ys)101 I) ' 71 In 1313 13 1 57 0 75 46/ 4 3 ALLatel q'C R3t10 0 .713 96 66 t) 12 0 55 0 '1 744 n 44 047 047 033 L 33 0'B 077 035 0 091 52 C,untro' De ,Isi 604 60 4 7 ,:, 54 8 36 7 40 3 177 5,7 31 25 Q.Jette r;E_;:y 11 9 0 7'.' n fa 0 9 00 0 9 9 91,1: s1 278 748 36 7 4 i k; ',50 31, 1_ .T.')3 E 0 7 0 B r-.)7 Appr()y.r. Dray 48, 1 48 1 7 34 ropos7(.1')/VAI %la': L Yp 4 16:2(r3 ?, z000 Corr, nk'2f.i :',f,nd'17 vrchro 7 0e4),.) 7 Rany hemp anci 41)1)77'31e1) MRchmriti, :110,pal, Proposed Wal-Mart Expansion 2009 Combined Conditions 1. Hilton Heights & Rt 29 ming Plan AM Peak Hour J__, Nir se 4— 4„ .... 4 \t Lane Grorip EF3L EBT EBR VvlBL. INBT Vr/BR NBL NBT N SBO 65T SBR Approacn 0011 D D r 2, Queue Lengtrl 50th ift.)50 56 0 24 8 88 163 22 498 81 Queue Length 95th (rt)100 109 68 58 34 124 214 53 4694 201 Inferno, Lank ast (ct)252 65 426 1091 Turn Bay Length (ft)155 30 290 200 200 Base Capacity (vph)359 363 409 120 127 452 3696 132 2826 842 Starvation Cab Reductn 0 0 0 0 0 0 0 0 2 SD Ilbaci< Cop Reduc!n 0 0 0 0 0 00 0 0 9 ri Storage Cap Redubtn 0 0 0 0 0 ij u 0 0 11 Reduced vic Ratio 0 2 0 21 022 03 017 3 59 0 36 026 0 022 0 52 ntersectEen Summary Area Type Other Cyc'e Length 105 ir., ruated Cycle Length 105 Offset 0 (CG), Referenced to phase 2 SBT ann. 5 NBT Star( at Green Natural Cycle 90 0on1rol Type Actuated-Scordlnated t.1=1X1frUM Vic Pato 0 92 intersection Spa Delay 30 6 IntersectLn LOS 0 inrersection rapacity Utilization 73 50 ICu Level of Service D Analys!s Period rrrin) 15 4 951n percenrle volume exueeds capauty queue may be ionger Queae shown Ls mibumum after two cycles Splits and Phases Hilton IleIghts & Rt 29 4 \ 01 l 02 4er 04 1 # r 1 Ljed1 :'t L 15 f 130 t 06 Proposed \Aral ")larr licpans cn 4: 2009 0;ompinecr 1:nd arcuro 7 Reor,- Ramey r<enT and Assbc,a!es of Picbmcnd arc Page 2 Proposed Wal -Mart Expansion 2009 Combined Conditions 2. Rt In /out & Rt 29 Firrinq ° AM Beak Holy 4 4 \t 1 r Mcvenrint EBI EBR NBI NBi 683 SBR Lane Conflgll ahons i' tti Volume ';veh't')0 77 0 1402 2613 11 Sign Control Stop Free Free Glade 015 JO, 511, Peak Hour Fa_'tor 0 92 0 92 0 92 0 92 0 92 0 92 Hourly `low rate ,vph)0 64 0 1524 2846 12 Pelestr Lane v\ 011 (ft) laik Speed (ft's percent Blockage R,g'it t dare (vet' sledr;n type Nolte Non Me(1ian storage vehi upstrea ^, si j",I'ft)5716 px platoon unblcoked 0 60 0 66 0 90 v'O conflict n2 volume 3233 717 2858 v6 sage 1 COnf vol vC2 stage 2 O;Onl 'vol v 1,1 unblo'=ke 7''101 1420 0 800 tC, single ;sl h..8 6 9 4 1 tC 2 stage tst F IS,35 33 22 00 queue tree ti,100 87 100 Al capacity rvet1 /77 655 495 D re glen, I and r EH 1 NB 1 NH 2 NB 3 NB 4 3B 1 SB 2 SB 3 GB 4 c o ume rota 84 381 38 38 381 813 813 813 418 Volume Lef`0 0 1 O 0 c 0 olli'nk: R'411 84 0 0 1)5 0 0 2 r 6 706 17c 1 700 1700 1700 1 7 05 4 710 1700 2 tj4,°re to sacra 'ty 1 1 1 0 2.. 0 22 0 27 0 22 1 48 0 48 0 48 Qu00F e'lr S`>ttl Ift(1 I 0 I)0 7 0 11" rGiDela'y 1 ^ 3 i' 5 . CI 00 00 5G 00 00 Lane C„H r 2 ' Do : y c:11 . 1) AULro. -icb 50)11 8 r. /Si.'. t /On Go'r nld(y Averacle Dela'y'0 intersec"on - 1700'y 6`1117a1!rr^495 ICU Level of Set ',,e naly``'Ls Pc 1'0;0 viol 5 P ro :val 15ar1 Hpar „lion 4/16/2008 2 :165 7.7,Ir,olner) 7 orl7Itic»pc!Inc [','011 3m1'1 k erne -1 ^d AsSCO'1:1tes n` RrLhmr nd .nc.i'te Proposed Wal -Mart Expansion 2009 Combined Conditions 3: Hilton Heights & Sam's Club Drive r Inq Plan AM =r:ak Hour i)A f , rte ane Group SE'. SET SER N`WL NAT NtAR NEL NET NEk 972 GIOT SNP Line Configurations i-i 4+ dO!; ne (wi'l)22 121 36 107 348 117 17 5 38 79 8 Ideal Flow iivphaf)1900 1900 1900 1900 1990 1900 1900 1900 1900 1930 1900 19)00 Stnrage Lengf' (11)150 0 180 200 0 100 0 10C turage'_anes 0 1 1 0 1 0 Taper Lenotn !ft,25 25 25 25 25 25 25 Lane Ubl factor 1 00 00 95 0 95 1 00 0 95 1 00 1 00 1 40 1 00 1 00 1 00 134 t -,t 0 966 0 850 0 950 0 850 It Pfetected 0 950 0 950 0 962 0 957 Satd 'How ;pro')1805 3 .487 0 805 39'0 1615 0 1828 16'5 0 1818 16 3:1 Perllttr:o 0 1950 0 950 0.962 957 Sata Flowtperrn)1805 3487 0 1805 3610 16 0 1828 11,15 0 1218 4615 Right Turn .m Roll es es Y r :, Sar I n14w !P OR)12 27 41 L nk Speec im4h;30 30 30 30 L 9 (ft;4:)0 332 300 318 Travel Tire 15;9 1 7 5 6 8 7 2 Peak Hour racier 0 02 0 92 0 92 0 92 92 0 92 0 92 0 92 0 92 0 92 9 92 0 , 92 Heavy Veh cles ( .0' 017 0GQ 0' ".0'2 0'7, 0 °,-, 0`-: I)'4, 0`5, 9)` a t, :fm (vph l 24 132 39 113 378 127 16 5 41 80 i Shared Lan T1301: lane Gro4 Flow (,,24 171 0 11 378 127 0 23 41 0 95 8 Turn Type ro Pro`.Fern') Spilt Pf rr Sp'1.0ernl Prnteoted Phases 7 4 3 8 2 2 0 Perm'tted P1 45r:s 8 2 Detect :Jr PnaSP 7 4 3 8 8 2 2 2 6 6 Swlhoh Phase M'nlnu;r''10,t•01 40 40 41 40 40 40 40 49 40 4J 4;l M'nlmur rpm sl 100 180 11)0 180 80 180 180 180 180 180 180 741:ISplii s,1170 24 +0 0 2.80 350 350 279 27' 270 230 260 250 Total Spe.!''a:16 2°',, 22 9 5 0'4, 26 79, 33 3 '3 33 3'4. 25 7%. 25 , 2`24 5',. 24 5 4 ss-, Max .111,m Green Is1 11 18 3 22 0 29 0 29 . 21 0 21 0 21 - 2L 0 20 '. 2+,' 0 ve1'ow T'14 (s:4; 4 0 4 ;i 4 0 4 0 4 4 i 4 H 4 1'3 4 .1 4', All Red T'1Fis 2; 20 20 L0 0 2'3 20 20 2u 0 1T— , nA;;itts';5,00 0.0 0'1 1u r3 I) t!1) 10 I10 59 T..,Ial qsr 7 -, 1rE' 117 t: 0 4 0 u 0 9 4 6 0 i 1 r 6 1 tart /Lac,Lead Lag ead al ag r;-dr Op11n1,7e 11 nl'; :e EYtrnSlt; , S;4 1i 3 0 3 0 3 7, 4r 0 3 0 3 0 3 ;0 3 1. i y Recall M ooe Norle None N - )iie None None Max 9 Max C Ma 81 :o ma, Max Ari Fflr" Green i's 7 0 10 9 12 1 2:' -, 22 3 38 9 38 9 20 0 20 0 Actuated i7 r,1 Rath,1 07 3 10 0 12 0 21 21 0 37 30 0 1 n 19 v,r Ratio 20 r5 47 1 56 1 49 29 0 0"t 7 0 27 0 (13 0,141 Delay 49 6 4n 3 69 6 32 7 8 8 24 5 i 5 38 8 4 Jeue 9e!ay 0 +0 0 0 0 , r, h 9 c 3 1 T :a De'ay 49 6 4C 3 69 6 3 2 7 8 21 5 3 8 6 9 1 3 F 3 h 0 r l 9 4)151 racrl T4,ay 41 4 34 7 1,1 j 4' 1 D,- ed p,,. Mar, 0 6;2 t1 2) t n :'.rn; pos. . ,u ll .1d( Y.dnS' +,n 4i i., ) -8 t O.1 „„rn fief; lrUVtl. 'S y RF =G'Jra R;;,';!c'y i'rem) 4"01 Ass(„"i_3tf?S of Richmond .10 Page 1 Proposed Wal-Mart Expansion 2009 Combined Conditions 3: Hilton Heights & Sam's Club Drive im,ng Plan AM Real< Hour If iv' t 15 f j,/ lur Lane Gi SEL SET SER NM.. NWT klAiR NE_ NET NER SaL Sri Ci:',/R 0..eue Length 50th ft;16 47 52 80 10 ci 55 n f.) JeDe Leniith 9510 11)42 8 141 114 42 30 25 1u3 13 Internal Link Dist (ft;320 252 220 238 TUT Bay Lengtn (ft 150 180 200 100 104 Base Capacity (vph)139 624 178 9 538 678 625 346 314 Starvati(J1 Car, Reductn 0 0 0 0 00 0 i C 0 Spillbacl San Rediictn 0 u 0 7)0i 0 0 0 4 Storage Cap Redi,ctn 0 0 u 0 0 c;6 0 0 Reduced vic Ratio 013 427 0 31 0 38 511 0 03 00 /427 Intersection Summary Area 'ype Othei Cycle _ength 105 Aciiia:e.d Cycle Le6g1h 105 a ;set ', p".34,), Referenced to chase 2 45 r L. Start iiJ Green Na:ural Cycle 65 Actuated-Coordinated Makimi,m vh, Ratio 0 56 intersect. ;/ Delay 35 ;_i lidersnction _00 C intersection Capacity Utiliza!ion 34 4Hil:ISU Level of 2ervinc A Analysis Period limn) 15 Splits and Phases 3 Hlton Heights & Sam's DLit) Dr ve 14,Or 0 j 1 iNk o4 1 1 — 171..! '.I Jr, :::':.; f.,111 .1 I 1 \1 1 060,.1 17 s 1-.:5 .t I 1 .: on 0 ,t'(i $i F/ xpans.on 4/16i2iHi3 200ci COTT`LifIt'ul 5ord Syni-16 I Reno Ramr ,< aiiiii A arras of R;r:rul iric,R:lqf 2 Proposed Wal•Mart Expansion 2009 Combined Conditions 1 Hilton Heights & Rt 29 TrIlny, Han PM Peak rioar J_-11.s ,,-- 4-- 4,.. AL \t t 4/ ane Group E.,5 EBT 05(3 INBL V\IBT WBR NEL rzT NBR AL SET Lane Configeratons I,r 1, P1kr 1 ! !, 1 7o(urne piph)413 35 171 90 24 23 337 2304 126 42 1595 247 0e13 F'c,w 'v[Th13 )1900 1930 1903 1900 1900 1930 1900 1900 1900 1900 1900 1950 Grade (13)013 013 13',,013 S'crage Length Ift 0 155 30 9 200 0 200 200 Sto.7age Lanes 1 1 1 2 0 1 1 Tape' Length (ft)25 25 25 25 25 25 25 25 Lane Utll Factor 0 95 0 95 00 1 00 1 00 00 337 0 36 0 36 1 00 339 19Q Fri 0 850 0 926 0 992 1,', 850 Fit Protected 0 950 0 959 0 950 0 950 0 050 Said Flo\, ,rot 1698 1714 1599 1805 1759 0 3519 5515 0 1770 6438 1533 Fa Permitted 0 350 0 959 0 950 9 950 0 950 31313 Po',A4 I perm)1698 1714 1599 1805 1759 0 3510 6515 0 1773 6108 553 RIght ?pm on Red 0 Yes res e Said Flow (3138)176 26 10 19 13n3 Seeed (m(7h)30 30 55 5)) n1c Distanc,e iti 332 145 536 117 Travel T,rne (s)7 5 33 6 3 29 L, Pea K Hour Factor 0 97 C 97 0 97 0.90 0 90 0 90 0 39 0 89 0 89 0 96 0 96 C 96 Heavy jeniclos (133 113 l',/, 1113 076 00 27A; 213 2A 272 2%, 2% Ai i Flow v13')126 36 1 6 100 27 26 379 2589 12 47 1661 257 Shared Lane Tratk i'"o;1613 Lane Group Flow 13pn;230 232 176 100 53 0 379 2731 5 47 166 257 T J ) 7 ype Spilt Perm, Split Prot prof PfVM Potee,ed Phase 8 8 4 4 1 PermItted Priases 8 2 Detepler Prase 8 8 8 4 4 1 5 2 2 Sv Phase nimprn 1r95211 40 43 43 4 0 49 45 2C 0 43 152 50 91TirnL,T7 3p,4 ,s1 12 0 120 125 20 120 123 27 2 123 22 2 222 Tc,i,i) allt (),A 32 0 325 32 5 25 0 25:) 7:7 26.0 53 0 50 13r3 1175 1313 F0;26 7 1375 26 7 L ',''',',, 25 8013 009- 2' 79 11 77 'c) 0 9' 13, 0/, 1(3 3 40 ",';',-, Max113er" Grcen :-,;2-12 21 2 242 17 3 170 7 1 42 1 7 00 8 00v,, 7-Pk: i',..,1 C 4 J 4 6 1 0 4 C 5 i, 5 0,5 0 5, '5 4 Re4; Hri.:' Ha 38 38 3o 13 :'; 4 0 4 ,:,22 33 22 22 Os T me Ad'Jt :,>)0 0 39 0 0 0 C, 0 0 05 0 0 1 5 1 '9 9,1 7,1 i '.)1 913 78 73 75 8 n 30 4:) 56 72 33 8 0 2 7 2 aq 1 ead i a.i ea,i 10 3C; Lead-' ag OptrrlIzt cCS 5 verwe Extension N 30 30 j p 30 30 21 35 4 0 i Re-„a' Mode No-P Nont_ None Nue None Non, 2 ^,,la',L'.-1A-1, c v2., A2+ P , 3retal s)306 20 (7 20 c) 12 ) 120 7 s 31 8 59 8 5 795 C, Rat 0' 0 1 : 0 17 0 1 ", 0 I ; 1 .1 042 0 00 32 32 4 Ratle 573 0 7 ; - : 42 556 0 27 o 76 L 97 0 16 001 3 40 Corrso, De',64 (7 64 7 8 =1 cp,,; 5 31 c,59 (7 4ili 1 70 (7 42 5 25 Dt);c3y 7 (7 1 0 0 0 0 () 93:0 9 1)5 3(3 Tut31 Delay 65 5 657 175 62' 5 4171 59 9 49'7") 1 12 (7 125 LOS E 0 f,,E 9 2 E D 8 DE..ay 531 51 9 47 3 99 2 P .i* Marl Expansion 4,3 6,'2003 200,9 Con L,ond,tions Syn5r,ro - Pc-001 Ramey Kemp a-d Issoc,31es o' Richmond Inc PaTa 1 Proposed Wal-Mart Expansion 2009 Combined Conditions 1. Hilton Heights & Rt 29 Tming Plan PM Peak Hour J_ fr 4-- k, 4 \t 4 Lane Goup EBL EBT EBR INK NB WBR NBu NET isJF3R SBL SBT MR Approaon LOS D D D D ueue Length 5010 (ft)178 821 0 75 19 145 701 35 352 Queue Length 951h ;ft)267 268 59 128 57 198 2i792 4102 4482 tip nternal Link Dlst (ft)252 65 426 TU Bay Lengtt t`t!155 30 200 200 22121 Base Capaditylvphi 346 350 466 256 272 528 2817 102 2057 638 Starvation Cap RedLictn 2 4 U 0 0 U 0 0 S1 Sp,Iiback Cap Reductn 21 0 0 g it 0 0 0 Stcrage Cap Reductn 0:p 0 0 0 0 0 id 0 Reduced v"c Ratio C 71 0 7 0 38 0 39 0 19 0 72 0 1-,046 0 8' 54 intersection Sompla'y Area Type Other Cydle Length '20 Actuated Cy6e Length 120 nttset 0 (0',i Referenced l) phase 2 3130 and 6 NBT Start of Geer Natural Cycle 50 3ontrol Type Actuated-C,00rinated Ma , KIril,i fl v'c Ratio 0 97 Intersection Signa Delay 45 3 intersection LOS D Ttersemion Capacity Utillzation 77 Iird,10 4 Level of Service D Analysis Period (mint 15 Volume exceeds ftapac:ty, quede , s theoretkraily flfiryte aletie shown is maximum after two cycles 11 952 percentile volume exceeds capacity, queue eray be longer QutN;e, shown is maximum after two cycles Spirts and phases 1 '111:Gn Heights & Rt 29 4 s 4r 04 I A LI._, I J l' `• S 1___:-..,-; II. r 4 0 i 0E 1 i i„,J 'e.._. Proposed lia-!‘flart F xparsry , •-i 162005 2121i9 0r15 100 C(indit!ons Sy-ct'r 7 Rf Tod ein - 1, - fy Kemp and Ass.ydates of R Inc Rade 2 Proposed Wal-Mart Expansion 2009 Combined Conditions 2: Rt In/out & Rt 29 rming1 991 Peak Hour ti' iloi Movement EBL EHR NBL NB7 SD SER Lane Gourat;nns P iolume (veMh)0 201 0 2767 1834 2" Sign Control Stop i'ree F ree Grade 09:57 99, Peak Hour Factor 9 92 0 92 0 92 0 92 0 92 0 92 Hourly flow rate (vph.)I:. 218 0 3008 1993 23 ede6tn ans Lane Width .;ftl 1Valking Speed It's; Percent Elockage Rght turn flare (ve'i) Median type 941 e one Med,ar, s:i;rage yen; Linstream signal (0)506 m.',. pAtOOF, ,nbkrked 0 77 0 77 0 77 50, c9ntlictIng voiume 2757 519 2916 vC1, stage 1 conf vol v02 stage 2 cont v;.> vGA,, unblocked vol 1500 0 841 10 sligle 's(08 99 41 10 2 stage (s) 35 33 22 LO lieue tree e/1.100 74 100 cM capac)/ (veMr!55 837 610 Drre(mom Lane #EB 1 ND 1 NB 2 NB 3 NB 4 SE ' SD 2 SB 3 SE 4 i0iu7r e . ,-218 752 752 752 752 5 570 570 308 1.ume Lett 0 1 0 0 0 0 0 0 79,L(me Rignt 218 0 0 0 0 0 0 11 23 00 837 1700 1700 1700 701 17% 1790 1709 1709 Cana:.ity 0 26 0 4,4, 0 44 0 44 0 44 0 34 1734 0 34 0 18 ue Lenc;;Ii 951 (20 0 n 0 0 0 0 G(.,,niro, [Delay ,s 108 00 00 90 90 00 39 90 09 LOS 0 3 , Delay 1 i n, „..; 7,) 0 I( r(mu. L0.8 Inier,ect Un OU nrrid` y Average (Delay 7, 5 ne,rsE!' (,..apac,ity utd.z.ativ 49 07 IL3 L!,- of St 8 Thalysis 7 'eroL ,r010)15 Propose Wai Mart Excamicn 4:1C, 2008 2009 , 7,c(r , v"ed Conditions 71v» br 7 zZarrlpy Kerno Ann ,("(sso : i,,t 8 c0Ppr4 107 5a31 - f, Proposed Wal-Mart Expansion 2009 Combined Conditions 3 Hilton Heights & Sam's Club Drive inung P1an P12 Peak yiatr it rs,Ar-N. r Lane Group TEL ET SER NWL NWT 002R f4EL NET NER CVVL 3027 GAIR Lane CenfigGratns i To 1 f t 1.)1001e 0,/5h)14 273 10 227 199 176 3'22 128 254 L,27 deal Row (vphph lyjo r, 902 1500 1900 1900 1902 1000 1900 1900 1900 900 1:00 Storage Length , ,ft)150 0 200 200 i,,100 0 100 Storage Lanes 1 0 1 1 8 1 2 1 Taper Length (fti 25 25 25 25 25 25 20 25 Lane Ltii Factor 1 no 0 95 0 95 1 00 0 95 1 00, lii". 1 06 1 X 1 (30 00 1 Frt 0 959 0 850 0550 0 850 Fit Protected 0 950 0 950 0 965 0 '357 8.-t1d Floo4 (p100 1805 8452 0 1805 3610 1615 0 188;4 19 0 12'8 1815 02 Dnr'lltted 0 -!5()1 950 0 905 0 957 Sdtd 60 11 1 perm,805 12 ;402 u 1805 3610 1615 3 18344 1035 u 182,:i 1G15 Rh:int Turn on Ped Yr.',F;Yes Yes r'es Cafi How 'PTOR 4'191 139 22 LinIr Speed irGp 30 30 30 r0 LITW ,Thstance (`t)402 332 300 318 Trave, hole (s)9'75 38 72 P Hoer Factor 0342 92 C 92 0 92 0 92 2 92 0 02 0 92 0 92 0342 192 leavy Vencles , ';', 1, ;0 03 03, Or., 0% 03 03 0''', 03 Tr, 05„, 02r, Ad( Flow (vph)15 297 110 247 713 19'13:3 24 1 ' 3 ( 276 29 29 Snared Lane Traffic Lane Grcun Flow (vph)5 407 0 247 2'3 91 90 139 0 325 20 TUm Type Prot Prct Perm Spli'Perm Protected Phases 7 4 8 2 2 h.9 P8c4itted Phabes 8 2 6 Dete, 'ter Phase 4 8 8 2L 2 b 6 Swfeh Rorie Armiim Htia; f.'s;42 4c 4 0 4 0 10 40 4 0 40 4 0 4,5 4 U 100 146 17(0 180 180 80 180 180 180 180 0 fd!si, ::.'n'It ',.-o 10 (o 100 00 3'( 0 426 420 195 109 9 u i4 0 d4 0 44 j 1 :tai St()!(t 010 95 14 1(3), 00s 31 4'0, 457(. 3(311, 18 13 18 13 13 38, 324:, 3241 37 45 272 86 (3 35 ,.) 3 0 1_ 0 1 '1 8(3 280 s40 icw T8he si 49 46 4:J 4, 4u 4 u 4 0 413 1 40 4 a 11 Red TIrdei,21 I'(..20 20 22 2 20 20 22 0 u 9 0 0 0 L: 1 0 r.);.i' L..051 Tme ,F 0 0 a ',1 0 0 c 6 0 50 50 50 92 2 335 041((_tiq Lead L.-id Lead E.49 245 9:: id 2431 vetd( le Fxtens(or) (,., )3 0 3 0 32 0 0 3 0 3 0 3 0 1:: 3 11 i : 32 Rec'al Mode N5e) None ptope tlurte None C-Ma 4 C. Max C-Vrix M Ma. fro( Effct Green (s)4 0 159 155 47 0 47 (3 81 130 24,3 28u cm,xted 43, Rapo 004 0 15 0 l`a D 38, 0.35 0 17 0 17 1 27 1)27 lc Rafo 0 0 75 074 017 028 u29 0 35 Cr G 3,.6 56 `) 483 529 23 7 4 7 4,4 51 4117 4 7 1,eliel1elriy u u u u 01 D 0 0 0 00 a 0 .i. 10 Tota( 1elav 56 6 4810 5.32 237 47 434 10 '457 4 7 CO5 0 9 3 1 9 Es 0 Et ApproaDt) Delay 153 3 tc3 1 J32 0 4 10))1042.t) L'3Y 0 r)9 c 2 Prxh.)st-A 1131 Matt Expansion 4;135'20033 0009 Cortwr,r(ed 903)alt( (31),528:((1() 7 Report Ra(heyt`xe and ,1 ),ss0elates 01 R(ehrpc,lid ir,;;P.+:It-: 33 Proposed Wal-Mart Expansion 2009 Combined Conditions 3 Hilton Heights & Sam's Club Drive 7, 8Ing Plan PM Peak Hur 5( 2 A Lane Gro,p SFL SET SFR NVVL NVVT WO. NEL NET NER S'AiL 320T SVVR Queue Length 50h 'ft)10 123 158 49 0 54 6 18'4 Queue Length 95th (ft)32 4204 226 80 47 107 56 79 ilterna Link DIS1 (ft)320 752 220 238 Turn Bay Length 150 200 700 100 100 Base Capacity i vph;89 546 164 1302 04 314 332 185 147 Cap Peritv:tn 0 28 0 0 0 0 3 0 SpillbacK Cap Reductn C 0 0 0 0 0 0 J 3toraqe Cap Perluotn 0 0 0 0 0 0 0 0 0 Reduc44 vic Rao i 2/2 0 /5 0 5/ 15 0 029 035 063 006 riterect!on Summary Area - ype Other Cycre _ength 1335 Aotbaleg Cycie Length 105 0"set G '0'', Referenced to prase 2 NEIL, Start 03 Green Na'ral Cy8e '5 cpri!;0! Type Araoted-Ccordwated ri%nwrium v/-. Ratio 0 75 Intersection 3,9[4 Delay 35 2 Inersection LOS D nturSe CabacIty Utri,zatIon 60 54,ICU Levei of Ser Ire(' 0 Ana'ys's Period m,n; 15 95th per3entile volume exceeds oapa1ty que,;e noy oe longer Queue shoAfn ,s maximum after two °pet Sp ts and Phases 3 Hilton Heights & Sam's Cub Dave 411 1 -i.:; '1 i 1 -I___ 0 ' oo I 1 1 r,-_, ., F 4. 2009 anbit C;rdiLins Syry:tm_, / 8 - )'r+ Ram, Kerrlr, ,3rd 7SS07,ates / 'l`C i - pace .: RAMFY 4343 Cox KEMP Road & ASSOCIATES OF RICHMOND INC KEMP Glen Allen, VA 23060 ASSOCIATES Phone - 804- 217 -8560 Fax 804 -217 8563 TRANSPORTATION ENGINEERS www.rameykemp.com Mr crow w w.r _ r .. '— r d.i. alrlr a.r iiirl• w: wry December 4. 2008 Mr. Brian Bradner. P. F. Dewberry 551 Pinek forest Road I)anville. Virginia 24540 -3353 Reference: Expansion of Wal -Mart Store #1780 -09 (Project) Tax Parcel # 45 -68D5 — 13.3+ Acres (Site) 975 Hilton Heights Road harlottesville, Virginia Subject: Transportation Demand Management and Parking Study Dear Mr. Bradner: Per your request. Ramey Kemp &. Associates of Richmond has performed a Transportation Demand Management (TI)N1) and Parking Study for the proposed Wal- Marl expansion development, located on the southwest quadrant of the Seminole frail 115 29) and Milton ['eights Road intersection. The purpose and objective of this stud is to provide an analysis of the modal split existing at this development: which includes passenger vehicles. public hus service, hick etc. and pedestrians. Also. a parking study was perli in order to determine what percentage of the existing parking spaces at this development is being utilized during the weekday and Saturday peak hour of the store. Based on discussions with the Wal -Mart Regional Manager, peak hours of the store in terms of customer transactions are 4:00 pm to 7:00 pm during a typical \Neel :day, and 12:00 pm to 3 :00 pm during a typical Saturday. Rattle\ Kemp & Associates of Richmond perldruted weekday data collection on Wednesday. October 22, 2008. Weekday data collection was conducted in 15- minute increments aid includes vehicles entering and exiting at the US 29 and at the Milton Heights Road entrances, customers entering the store at the main entrance and at a sccondar} entr;incc ( "'Garden IEtltrance ") customers arriving by public bus. customers arriving' h\ bicycle, and pedestrian customers. A summary of the traffic count data at the site entrances is provided in Appendix A 01' this letter. A table summarizing customers entering the store at the main entrance and at a secondary entrance, customers arriving by public bus. customers arriving h\ bicycle, and customers arriving by pedestrian facilities is provided in Appendix 13 of this letter. Additionally, the number of utilized parking spaces was stir\ eyed on 15- minute inter\als during (hc kkeckday peak period on Wednesday. October 22 . 2008, and during the weekend peak period on Saturday. November 1. 2008. The existing total number of parking spaces at this store is 602 spaces, including 20 handicapped reserved spaces. but row.owls rr row rows risib Raleigh, NC Richmond, VA inston- Salem, IVC Page_' of 3 Mr. Brian Bradner, P. F. I)ecember 4. 2008 excluding 1 police reserved space and 14 dedicated cart corral spaces. A summary of the utilized parking spaces data is provided in Appendix C of this letter. 1 ransportation 1)emand Management (7'1)I\'l) survey indicates that during the weekday peak period of the store (4:00 pm to 7:00 pm), 1,373 customers entered the store through the main entrance and the garden entrance. During the same time period, ; customers arrived by bus. and 1 customer arrived by walking. No bicycle trips were observed during the survey. Further, a total of 924 passenger vehicles entered the parking lot through the entrance on t 1S 29 (40 trips), and through the Hilton 1lcights Road entrance (884 trips). 11)M analysis indicates that the car occupancy during the peak of the store is 1.48 customers per \ chicle. Further, the percentage of bus and pedestrian customers in the total number of customers is 0.44 °'0. Finalk. the passenger vehicle equivalent of the bus and pedestrian customers is 4 vehicles. The parking study survcv indicates that the maximum number of parking spaces utilized during the peak 1 5- minute period from 4:00 pin to 7:00 pm was 233 spaces out of 602 spaces from 3:30 pni to 5:45 pm. Further, the maximum number or parking spaces utilized during the peak 15- minute period from 12:00 pin to 3:00 pm on Saturday. was 330 spaces out 01 spaces from 12:15 pm to 12:30 pm. In order to provide a conservative approach, the Saturday peak 1- minute interval was adjusted tier seasonal demands. Based on the Institute of "Transportation Engineers (11'1) Trip (itineration Manual. 7111 Edition. a 13.2% increase in traffic is expected during Christmas season for retail land uses with the sane density as the existing Wal -Mart during the Saturday peak hour of the generator. The adjusted parking spaces in use during the peak 1 5- minute interval on a Saturday during the Christmas season are 374 spaces. Considering the existing density for this store (1 26.3524), the rate of parking spaces utilized per 1.000 square feet of this development is 3.0 spaces!1.000s1 fhc proposed expansion plus the existing store will consist of I59,907sf. Therefore, by applying the rate to the next density. 480 parking spaces are expected to be in use during the peak 15- minute interval 00 a Saturday during the Christmas season. The expected parking, spaces in use arc 23.1()./0 lower than the 624 parking spaces required per the County of Albemarle regulations. In order to validate the rate of parking spaces utilized per 1.000 square fort of retail. an additional survey of parking spaces was performed during the weekday peak period on l hursdav, November 20. 21)08, and during the weekend peak period on Saturday. No\enther 22. 2008. at an existing Wal -Mart store located at 900 Wal -Mart Way. Midlothian. Virginia. This store was expanded from approximately 1 27,801) square feet to 229,2:i() square feet between 2004 and 20(15. A summary of the utilized parking spaces data for the Midlothian Wal -Mart is provided in Appendix 1) of this letter. a ., rr rr. ri . r. err rrW r... rr. err M MOM Yr. ROO RAMEY KEMP ASSOCIATES Page 3 of .3 1v1r. Brian liradner. P. F. 1)ecemher 4.1 l'Irc parking study serve\ tilt the Midlothian \Val -Mart indicates that the maximum nunther of parking spaces utilized during the peak 1 5- minute period from 4:00 pm to 7:011 pm was 4 spaces out of 973 spaces from 4:00 pm to 1:15 pm. Further, the maximum nunther of parking spaces utilized during the peak 15- minute period from 11:00 pm to 2 :01) pm on Saturday. was 61 1 spaces out of 973 spaces from 1:45 pm to 2:00 pm. 13) appl\ing the 1 .tut, Christmas growth rate previously calculated, the adjusted parking spaces in use during the peak 15- minute interval on a Saturday during the Christmas season are 692 spaces. Considering, the existing density for this store 1 the rate of parking spaces utilized her 1.000 square feet for the Midlothian Wal -Mart is 3.1) spaces' 1,000s1. This rate of parking spaces in use per 1,000 square fret validates the tar\ Musty calculated rate for the Charlottesville Wal- Vlart. 11 N ou ha\ e an\ questions or comments regarding this letter. please do not hesitate to call at vot' earliest convenience. Sincerely yours. Ramey Kemp & .- 1s.socicrte:s of Richmond, Inc. Frrich Strohhacker, P.F. i.r r. , rwr rrY ter • WOOS RAMEY KEMP TECHNICAL APPENDIX APPENDIX A 2008 TRAFFIC COUNTS Ramey Kemp & Associates of Richmond 4343 Cox Road Counter: 7 -2917 Glen Allen, Virginia 23060 File Narne : US 29 Entrance Counted By: D. Deal Site Code 00000000 Weather: Clear Start Date : 10/22/2008 Other:Page No 1 Groups Printed- Unshifted Entering Traffic Exiting Traffic From North From East From South From West Start Time Left Thru Right Peds Left IN Right Peds Left ' Thru Right Peds Left 1 OUT Right Peds Int total Factor 10 10 10 10 10, 101 10 10' 10 10 10 10 10, 10 10 10 0400 PM 0 0 0 0 0 6 0 0 0 0 0 0 0 29 0 0 35 04 15 PM 0 0 0 0 0 4 0 0 0 0 0 0 0 34 0 0 38 04 30 PM 0 0 0 0 0 4 0 0 0 0 0 0 0 38 0 0 42 0445 PM 0 0 0 0 0 5 0 0i 0 0 0 0 0 34 0 0, 39 Total 0 0 0 0 0 19 0 0' 0 0 0 0' 0 135 0 0' 154 05 00 PM 0 0 0 0 0 3 0 0 0 0 0 0 0 20 0 0 23 05 15 PM 0 0 0 0 0 3 0 0 0 0 0 0 0 45 0 0 48 05 30 PM 0 0 0 0 0 2 0 0 0 0 0 0 0 49 0 0 51 05 45 PM 0 0 0 0 0 7 0 0 0 0 0 0 0 30 0 0 37 Total 0 0 0 0 0 15 0 0 0 0 0 0 0 144 0 0 158 06 00 PM 0 0 0 0 0 3 0 0 0 0 0 0 0 25 0 0 28 O6 15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 33 0 0 33 06 30 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 26 0 0 27 0645PM 0 0 0 0 0 2 0 0, 0 0 0 0 0 25 0 0 27 Total 0 0 0 0 0 6 0 0 0 0 0 0 0 109 0 0 115 Grand Total 0 0 0 0 0 40 0 0 0 0 0 0 0 388 0 0 428 Apprc;h`V., 00 00 00 0.0 00 1000 00 00' 00 00 00 00 00 1000 00 00 Total'9, 00 00 00 00 00 9.3 00 0.0 00 00 00 00 00 907 00 00 Entering Traffic Exiting Traffic From North From East From South From West Start Left Thr Rig Ped App Left IN Rig Ped App Left Thr' Rig Ped App Left OU Rig Ped App Int Tune a ht s Total ht s Total u 51 s Total T 51 s Total Total Peak Hour From 04 00 PM to 06 45 PM - Peak 1 of 1 Intersects 05 15 PM on Volume 0 0 0 0 0' 0 15 0 0 15 0 0 0 0 0 0 149 0 0 149 164 Percent 00 00 0.0 00 00 100 00 00 00 00 00 00 00 100 00 00 05 30 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 49 0 0 49 51Volume Peak 0 804 Factor High Int 3 45 00 PM 05 45 PM 3 45 00 PM 05 30 PM Volume 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 0 49 0 0 45 Peak 0 53 0 76 Factor 6 0 Ramey Kemp & Associates of Richmond 4343 Cox Road Glen Allen, Virginia 23060 File Name : US 29 Entrance Site Code 00000000 Start Date : 10/22/2008 Page No 2 m 7 North T, 3 4 z,m JL U CD 1422 5 15 00 PM n , a 11) 2 G 00 00 PM T o' m a to 0 O Unshdt 1 n1O 0T 5 - Ramey Kemp & Associates of Richmond 4343 Cox Road Counter: D4 -4791 Glen Allen, Virginia 2306'0e Name : Hilton Heights Rd Entrance Counted By: T. Tatum Site Code : 00000001 Weather: Clear Start Date : 10/22/2008 Other:Page No 1 Groups Printed- Ur shitted Exiting Traffic Entering Traffic From North From East From South From West Start Time Lett Thru Right Peds Left Thru OUT Trks Lett Thru ' Right Peds Left Thru IN Titic Int ks lotal Factor • 1 0 1 0 1 0 1 0 • 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1.0 1 0' 1 0 1 0 1 0 04 00 PM 0 0 0 0 0 0 42 0 • 0 0 0 0 • 0 0 71 0 113 04 15 PM 0 0 0 0 0 0 51 1 0 0 0 0 0 0 71 1 124 04 30 0M 0 0 0 0 0 0 48 0 1 0 0 0 0 0 0 80 0 128 04 45 PM 0 0 0 0 0 0 46 1' 0 0 0 0 0 0 84 1 132 Total 0 0 0 0' 0 0 187 2 0 0 0 0 0 0 306 2 407 05 00 PM 0 0 0 0 0 0 42 0 0 0 0 0 0 0 80 I 123 05 15 PM 0 0 0 0 0 0 41 1 0 0 0 0 0 0 88 0 130 05 30 PM 0 0 0 0 0 0 52 0 0 0 0 0 0 0 81 1 134 05 45 PM 0 0 0 0 0 0 48 2 0 0 0 0 0 0 72 0 122 Total 0 0 0 0 0 0 183 3 • 0 0 0 0' 0 0 321 2 509 06 00 PM 0 0 0 0 0 0 43 0 0 0 0 0 0 0 70 1 114 06 15 PM 0 0 0 0 0 0 59 1 0 0 0 0 0 0 64 1 125 06 30 PM 0 0 0 0 0 0 44 0 0 0 0 0 0 0 65 1 110 06 45 PM 0 0 0 0 0 0 44 2 0 0 0 0 0 0 58 0 104 Total 0 0 0 0 • 0 0 190 3 0 0 0 0 0 0 257 3 • 453 Grand dotal 0 0 0 0 0 0 560 8 0 0 0 0 0 0 884 7 459 Apprch'6 , 00 00 00 00 00 00 986 14 00 00 00 00 00 00 992 08 Total 6, 00 00 00 00 00 00 384 05 00 0.0 0.0 0.0 00 00 606 05 Exiting Traffic Entering Traffic Flom North From East From South From \Nest Start Left Thr Rig Ped App Left Thr OU TM App Left Thr Rig Ped App Left Thr IN Tru App Int Time u ht s Total u T cks Total u ht s Total u cks Total Total Peak Hour From 04 00 PM to 06 45 PM . Peak 1 of 1 Intersecti 04 45 PM on Volurne 0 0 0 0 0 0 0 181 2 183 0 0 0 0 0 0 0 333 3 33(3 519 Percent 00 00 00 00 00 00 11 00 00 0.0 00 00 00 09 05 30 0 0 0 0 0 0 0 52 0 52 0 0 0 0 0 0 0 81 I 82 134 Volume Peak 0 968 Factor High Int 3 45 00 PM 05 30 PM 3 45 00 PM 05 15 PM Volume 0 0 0 0 0 0 0 52 0 52 0 0 0 0 0 0 0 88 0 88 Peak 0 88 0 0 Factor 0 5 Ramey Kemp & Associates of Richmond 4343 Cox Road Glen Allen, Virginia 230&Oe Name : Hilton Heights Rd Entrance Site Code : 00000001 Start Date : 10/22/2008 Page No 2 . Not Named Out In Total 131 0 181 0 0 0 0 Right That Left Peds 4 v J c G tJ North r Y 111 m n 4 C M l-C c, C] 10/22 4 45 00 PM i z 10/22/2008 5 30 00 PM mr w wtr w .. c'v v ts Unshifiel H rj ro a I`r., Lett TI1 /ll Right Peds 01 0 0 333 0 333 t)ut In 1 otal Not t Jdined APPENDIX B TDM TABLES TABLE 131 t:I 11('11S vN'I'IRlN(; '1'! II PARKJN(i 101' AND [||Sl()K4[KS [A[[K|N(illlit S|\)R[ VEHICLES ENTERING CUSTOMERS ENl[ERIN(, i _ TIME us I9 F HILTON TYyTAK.MAIN GARDEN TOTAL Hric0Ts 4:00 ym. «`h 71 77 o()3 113 4:15 2.m. 4:15 p.m.71 75 00 3 4 4130 m 1:30 p.m. to 4 80 84 86 10 105 4:45 n.m.._____________________________ | i 4:45p/».»` 1 84 09 100 17 117 t/N|!. 5i0 p.m. to S()83 101 h 137 5:15 pin. i 5:15 p.111.10 J 58891114 139 30 ` o K> y»/. x`1 81 83 70 27 106 7 72 79 111 25 136 6:15 pin 1 TOTAL 10 884 92-1 1005 278 i 1373 TABLE 112 P[|l[S lK\&NS.A|<'YUTS,\N|)Y{U tit |( CUSTOMERS r ------------' - PEDESTRIANS , BICYCLE PUBLIC 0NS 1[\VI E ALL ALL ALL T(I[AL DIRECTIONS DIRECTIONS DIRETRYNS 4/0 p/o.h` I U U 0 1|5 m . ---)-------------- 5 p m to V 1 1 1.30hun 1.0p.m.m U U 0 0 l .m - --_____'_ 1:15 |` m. »` U 0 0 m m. 5:00 |`m.|``o U U U 5.15 p.m i ----------- 5 U 1 2 JU p.m. 5:0|`m.|" 0 U U 0i5:15y / 5:15 p.m. x` 0 6 O</ym 6:00 p.m. t'` o U U 0 6:15 in.P!o 6:15p.m.m 5 2 6:3 0o 6:10|u».x` U i U 0 0 6-1 5 p m. k.h|«x,/"U o i 0 0 70U l01[AL 1 0 5 6 APPENDIX C PARKING STUDY TABLES CHARLOTTESVILLE WAL -MART TA.13LL ( 1'A1:KING SPACES 1 FIEI/EI) WEEKDAY WEEKDAY TIME UPPER LOWER HALF DALE F LA 1:00 p.m. to 79 145 2241:15 p.m. 4:1 5 p.m. to 81 149 2301:.30 1:30 p.m. to 74 149 2234:45 p.ni. 1:45 p.m. to 63 145 2085:00 p.m. 5:1 p.m. to 67 160 2275:15 p.m. 5:151).111. lo 79 152 231 p.m. 530 p.m. to 84 149 2335:15 p.m. 5:15 p.m. to 67 145 2126:00 p.m. 6:00 p.m. to 146 204 Em. 6:15 p.111. to 148 2040:31) p.ni. 6:30 p.m. to 125 177 6:45 p.m. to 43 129 172 MAX1MLM 84 149 233 TABLE C2 PARKING SPA( FS 1 SA1I W EEK DAY TIME 1!1)1)E R LOWER T OT ALHALFHALF 12:00 p.m. to 140 164 30412:1,5' p.m. 12:15 p.m. to 164 166 33012:30 Lm. 12:30 p.m. to 179 31312:45 p.m. 1.14 12:45 p.1». to 140 170 3101:00 p.m. 1:00 p.m. 10 3041:15 p.m. 144 1 160 1:15 p.111. to 51 5 169 3241:3() p.m. 30 p.m. to 143 168 3111:45 p.m. 1 :4 p.m. to 1 79 174 30301) p.m. 00 pm to 185 3292:1 p.m. 144 1-i 5 p.m. to 145-99 2442:301).111. 2:30 p.113. to 133 178 311 2:45 p.m. to 12 „ ) .165 29030113.111. MAXIMUM 164 185 330i APPENDIX D PARKING STUDY TABLES MIDLOTHIAN WAL-MART TABLE 1)1 PARKIN( I SPACES 1 F111.1111) WIIKDAY WEEKDAY TIME PART A PART 11 PART Cl TOTAL 1:00 p.m. to 104 134 1 342 4:15 p.m. 104 4:15 p.m. to 86 100 142 328 4.36 p.m. to 1)))134 4:4L12.m. 90 4:45 p.m. to 94 111 178 333 60 p.m. to cy7 110 131 338 5:1:S p.m. 5 p.m. to 101 145 341 5:30 p.m. 5:30 p.m. to 1(19 132 337 5145 p.m. 96 p.m. to 99 11)2 138 339 6:06T.m. 6•00 p.m to 11)5 107 129 341 6:1:S p.m. 6:15 p.m. to W.111 128 332 6:36 p.m. 6:36 p.m. to 87 110 12'3 322 6:45 p.m. p.m. to 9]104 126 321 7:60 p.m.4 mAximum los HI 145_1 342_ TABLE D2 PARKIN( PACTS liT11.171D SA 1 111ZDA Y WEEKDAY TIME PART A PART 13 PART (' ToTm, 1 Imo a.m. to 1 14 204 515 11 1 a.m. 11:15 a.m. to 150 2U7 11:30 a.m. 171 11.30 a.m. to 173 158 191 52211:15 a.m. 1 a.m. to 153 I 89 520 12:00 [.fl. 178 12:00 p.m. to 152 185 502 12:15 p.m. 16.3. 1-- 12:15 p.m. to 175 158 105 528 12.30 p.m. 12:M p.m. to 172 15 191 519 12:45 p.111. 12:45 p.m. to 174 161 200 535 1:00 p.m. 162 210 552 1 p.m. 180 1:15 p.11. to 184 171 218 573 1:30 p.111. 30 p.m to 105 176 233 604 1:45 p.01. 1:45 2:00 p. A? I - I m. MAXIMUM 20.1 176 233 t 611