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Z-7500-C Application
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O CD 0 0 -0 cn o O co- :3m m o =r 0 2 �� o < (D g N C c0 = CD 0 CD(D C) N l< OCL CD N -., .� m o cnO 0 OL ti]L1 v-0 CD CD C 9 0 m o �' < CD m CD r (ten 3 CD v 0 m FIGURES HWY 10 PROJECT No. P-1072 DATEt 6-22-2006 ljjPETERS & ASSOCIATES ENGINEERS, INC. . i7yzL k Tums LNGDaZPW(; PINNACLE VILLAGE DEVELOPMENT HIGHWAY 10 AND TAYLOR LOOP ROAD LITTLE ROCK, ARKANSAS w b w 12 p NOON 4 44 864 -0 PEAK o- 777 125 b HOUR d 297 a, Q ro � W vJi wW� e•� b �o 4 p AM 4 26 PEAK o- 1141 1169-0 123 b HOUR d 304 W co co J � � w b w 12 p NOON 4 44 864 -0 PEAK o- 777 125 b HOUR d 297 a, Q ro � W vJi EXISTING TRAFFIC VOLUMES FIGURE No. 3 L.j Lw c 41 o•� b w 9f PM 468 PEAK 1116 967-o 132 b o- HOUR d 436 W co co o EXISTING TRAFFIC VOLUMES FIGURE No. 3 PROJECT No. P-1072 DATEt 6-22-2006 PETERS & ASSOCIATES 1 ENGINEERS, INC. C7YTI. k 7'RIIRSC ;Ll�1N� PLAN RET, 1,4 4 n1�I�uI �'mm RMLULUIL) _ � UTTT�IT�ITTT>ll ° _x I IIIII I � � rp — G _ G r C Tia s S' HVVY 10 PINNACLE VILLAGE DEVELOPMENT HIGHWAY 10 AND TAYLOR LOOP ROAD LITTLE ROCK, ARKANSAS DIRECTIONAL DISTRIBUTION SITE TRAFFIC FIGURE No. 4 PROJECT No, P-1072 DATEi 6-22-2006 /� PETERS & ASSOCIATES J ENGINEERS, INC. j .CIym R raLmc INUMMUNG PINNACLE VILLAGE DEVELOPMENT HIGHWAY 10 AND TAYLOR LOOP ROAD LITTLE ROCK, ARKANSAS ENTERING TRAFFIC PERCENTAGE TURNS FIGURE Na 5 HWY 10 PROJECT No, P-1072 DATEi 6-22-2006 PETERS & ASSOCIATES ENGINEERS, INC. C JL t TPAMC SNG21XEA NG PINNACLE VILLAGE DEVELOPMENT HIGHWAY 10 AND TAYLOR LOOP ROAD LITTLE ROCK, ARKANSAS A,O*/A EXITING TRAFFIC PERCENTAGE TURNS FIGURE No. 6 HWY 10 PROJECT No. P-1072 DATEI 6-22-2006 LI;IPETERS & ASSOCIATES ENGINEERS, INC. czvm r 7I &MC ENGDIMUNG J wnI��'"Ii'{I'{I'{I'�I'IjjI"Ij7I"II'1Ij7�1wIII'1 V y <G — VIIIIIIIIIIIIW a r � Iwo ct cr PINNACLE VILLAGE DEVELOPMENT HIGHWAY 10 AND TAYLOR LOOP ROAD LITTLE ROCK, ARKANSAS SITE—GENERATED TRAFFIC VOLUMES PM PEAK HOUR FIGURE No. 7 Site Generated volumes have adjusted to reflect -By of 30% (per ITE Pass—By for )ing Center). JI 4WFIT17L n ���►. NMI V OLI Illi 'vim' Y I III I III 7 a NX d X06 0 ao oa`�� 155 A 1�, 15z 4b 1,45 HWY 10 r° 132 �4CP CP PROJECT No. P-1072 PINNACLE VILLAGE DEVELOPMENT SITE -GENERATED TRAFFIC PLUS DATE, 6-22-2006 EXISTING TRAFFIC VOLUMES rf;l�PETERS & ASSOCIATES HIGHWAY 10 AND TAYLOR LOOP ROAD PM PEAK HOUR ENGINEERS, INC. 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(.D W J O J N A J J J (0 C) 0Co A A O Ui 0 0 0 0 O 1 Q 1 1 1 1 A 1 0 0 D 0 cn O O N W W (D W (D O w N m Q) O Q) 0 0 0 0 W O W O 0 CD 0 0 C) 1 1 _CD Cn 7 0 (T O O N 3 (D 1 co (o N oo 00 O co O 00 O O W O w O (n 0 0 0 7: __., 2 C7 < C CD � m � v (D Q � (D c� m (n r O PO � O O m -� o D co O l< N W � W �7 Z r z z to ♦— (D CA m �o CD cn a go CD D n c 0 O n• � m cn o O O (a (n 5' (D (D CL CDG) Vl (D _ O E 3 O (D 0 v N l6 7 n (D G N (Q (D p (D (D O 3 (D 7 O co i CD c (D "O { En C 0 m ' (D 3 0 X_ C 3 cD C 3 x n CD N Op_ N v `G CD 01 7 (O (D Y ;ucn(ncnED o10 100 CD Q 0 =m O (D (D (D D 0 (Q W d n CO v (D (co p(D o a; 3. a � � o a� .< � CD (D (D 0 (D (D (D C N () O N r O O 3 'C w - s ED a- (D VI (D 30 cci CL CD u � C) N N O a) -4ON000a)� O O O O A O O W -1 O -1 O C" O N W N 0 0 0 O p (D N W A s CD O (n O O O O O N v W O O Ul m O O NA O? 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A N O A i N N O O to N000 N N—1N000) N W O A N p N O O Cl) O) O O) N W 4 0 0 0 N O v O J O M WA, C} (OD (OD (D N X O a) Q Z i OQ J z Q3 _� z ul r Nr U) Co -1 Lo CU x O) N T W � N � C) (D O O) H H ro Q W H 0 z w �c H n O V z 0 rt (D N (D ri 0 H- H - n W rt (D m 0 O A) rt Pi P) H- P) ts' (D H 0 a (n (D � n rd � H- F -'7 rt W C) ',d (D (D 0 rt rt A) N H- n N N N N UInO (D . rn 0 o rn rt W (D 0 Fi H H H O H l0 Hl H o (n W H m %0 Fl H LI) w N O N w m F o H- N (D I -j N C ::� 0 0 x m� n rt (D ro Fj X t1i x H- r_ rt n C-1 (nro ((D o cD n QI P) N N (Q Fj N (D C I ::�0 n N (D hh 0 o (D O r.' 01 P, W H' rd rt n H- H dL H- to (D d (D L3] E H C A) ti tr1 Id 0 O ,n � r -0z ((D n H N QI I H- x 0� Vehicle Turning Movement Count Data Hwy 10 Out In Total 2210 YT26 4472 215 2036 11 Right Thru Left L+ O O -4I c co rn ao z F o S W o$ FL I.ES .asst sv sfils En zca lelol % 1n0 FL n A.000 N W�(n U) W u7 Fo O cn �+6)m W p ?01AAO wco Fl. NNWA (DW NN>' [D W W O OW>K) N) O W W N N•„ 3 -n (� CD P W W O D) J ( o N O J O. w00 J(D(nJ0 coN0»O 2 O 2 CD 3 Z00 M CD CD > rn m o O ,�_,. O- 3 N U n> O CD CD CD W N C) U, iW C', O- 'UlC O D) J WON fii Ut N (o J O Cn O � wnrnw (a)oJ (omU, 0 N O J N U) N (D U) .A(D > O W 3 O O O O D 7 0 cn A W NN O� Dm pOOp 0000 J N JN A (o J W N � CD U) N�Oo O U) W W W ooCODD :-4 D O N O (D °—' CY)rn (Mw J(D(OJ� S N O O n m �0 O DDDD �IDDDp� 0 CQ ` m O CD 97 m ! n !3l W>O N> A AO)w>O ^ (D � O � CL (n O cl J JU) CO > r (O _ D � O)OA W O J c n> N> N >> O O O O N P ip >wNU) OD w NwO s in S 2 -1 O O O W 3o r -o ' m Z �-0 O G O (D o)�(Wn wcocna)A NIN(nA -o =r O 3 17 (D Q- 0h/am� T - O (D A CPO Cb lz O) > Q)cnwW N w OCnO>AO ,�. '"�' T (D 00 _ m W J Oo N P (o W> N N W p W J O OT > 'O w N j> J Cn J' S w �••r C � (DJOD U)JANN WNAwAO C O = 3 N (n 90 m a D O' W JAD)U)Oo M O)(n A' CD m OC cn N U) > 0) (o J (o Q J Cn W (n 0 N FL n A.000 N W�(n U) W u7 Fo O cn �+6)m W p ?01AAO wco Fl. 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CWM. i�'\SGP��aS APV HWY 10 PINNACLE VILLAGE DEVELOPMENT HIGHWAY 10 AND TAYLOR LOOP ROAD LITTLE ROCK, ARKANSAS V W a b w 12 p NOON 4 44 864-0 PEAK o- 777 125 b HOUR d 297 W Ln L4 L4 co c)) -0. a b w 4 p AM i 26 PEAK 1141 1169-0 o- HOUR 123 b d 304 a, Q ro o V co V W a b w 12 p NOON 4 44 864-0 PEAK o- 777 125 b HOUR d 297 W Ln EXISTING TRAFFIC VOLUMES FIGURE No. 3 L4 L4 co c)) -0. w b w 9 i PM Q 68 PEAK 1116 967 -0 132 b o- HOUR d 436 o, 4 •-0 w m m o EXISTING TRAFFIC VOLUMES FIGURE No. 3 PROJECT No. P-1072 DATEI 6-22-2006 PETERS & ASSOCIATES ENGWEERS, INC. . amtTRAMC PLAN RET, F�9JC � 9� `..110 E41 - y G HWY 10 �l(A OR PINNACLE VILLAGE DEVELOPMENT HIGHWAY 10 AND TAYLOR LOOP ROAD LITTLE ROCK, ARKANSAS DIRECTIONAL DISTRIBUTION SITE TRAFFIC FIGURE No. 4 w Ei Y� �� ■ �. ■ rTffffFrFffffiD o� < omm v X 3 A X m HWY 10 PROJECT No. P-1072 DATEI 6-22-2006 ` PETERS & ASSOCIATES ENGINEERS, INC. mm tTRAIFIC migy 8'�St r Of I+Hi+Hm L/ A FA E�'�S�P ESS JiP�,G 5% A PINNACLE VILLAGE DEVELOPMENT HIGHWAY 10 AND TAYLOR LOOP ROAD LITTLE ROCK, ARKANSAS ENTERING TRAFFIC PERCENTAGE TURNS FIGURE No. I� Sul HWY 10 PROJECT No, P-1072 DATEi 6-22-2006 19 PETERS & ASSOCIATES ENGINEERS, INC. . mu &:RL"m nQmwm t'N"'-1-1 PINNACLE VILLAGE DEVELOPMEN I HIGHWAY 10 AND TAYLOR LOOP ROAD LITTLE ROCK, ARKANSAS 40% A EXITING TRAFFIC PERCENTAGE TURNS FIGURE No. 6 HWY 10 PROJECT No, P-1072 DATE, 6-22-2006 PETERS & ASSOCIATES ENGINEERS, INC. crm t nuFm n GBaum m I PLAN RET V= W-1.01-1.101 PINNACLE VILLAGE DEVELOPMENT HIGHWAY 10 AND TAYLOR LOOP ROAD LITTLE ROCK, ARKANSAS d 24 4 N19 A SITE -GENERATED TRAFFIC VOLUMES PM PEAK HOUR FIGURE No. 7 0ZHIfi>b HWY 10 PROJECT No. P-1072 DATEi 6-22-2006 PETERS & ASSOCIATES ENGINEERS, INC. • am k TPAFM Ta1GDGMxNG PINNACLE VILLAGE DEVELOPMENT HIGHWAY 10 AND TAYLOR LOOP ROAD LITTLE ROCK, ARKANSAS Site Generated volumes have adjusted to reflect -By of 30% (per ITE Pass -By for ling Center). 1g8 1550.0 SITE -GENERATED TRAFFIC PLUS EXISTING TRAFFIC VOLUMES PM PEAK HOUR FIGURE No. 8 -u �*; ACACA(ACA-i3 .00-10C);r m CD x _ CD $ -O, v N " c C O0 C O 0 W 0 n N m m m m m �' p cn m 0 U3 v v n 00 m m m p CCD o 90(a c 3 o_m �o m.< r - r -p o E m m p a < m = n• m x- << a v Cn N cn 3 O n n C7 ca cm < p �< TI O �1 Z1 to c m m "(n CD cn O X �' c° cn CD O 0- cn cn 3 0 ac X _ O 7 (D (o X 3 G) CD0 3 m O _ O W O W O CD 3 X O V O O) 0 0 0 0 CD N �I O V W O CD m :3 m N _ O W N N N N O n 0 d cn O O O A O O c" Ln O Cn U1 O� n ' N O O O 0 cp •G N CD O N 0 0 0 0 0 O O w O M N W O v c O U N N A O O) Co -I N m co co O 0000cnO vwwO(DO m !v O O AO -A CD m 4c)C:) M —M 0(nvW CD o G ED N O O s N O O O O �1 co (7) O O O s 0 Oo O (D O co O) r, m (D O NO w 0 �� m O O Cn W Cn c.O 0 0 0 V O w cn N O N (D N O 3 m p N N O w Un O cn , W Oo W O O O N 1 N j w O W O Os s O Ln O O o 0 0 0 0 0 0 CA O CA O w O W O 7 Q p N N O O O w s O O O i w m O O O OD O -,I w (D O CO Oo v v � m 00 O N N N O W (n O cn w r O m Oo cn A 0 0 0 N N co -I O v A cD O �O A O A O N C A O O O v O 1 0 O A (O Q (OD cn CD z r —i rn W � N � O CD O a)1 iF APPENDIX Site Plan IN IN CD 0 � A � � A � � w RsCD hl W h A m m CD •wS' ;ZL, P WO IZ a. �. oe o b coo cau � o h. �b � o A O I 5 Al 0 a n z 0 H 1 H ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o •may r � �broI 9 I rIro — r� o rTj H,, i 0 co >o�000 a�o nTJ od r 9� C P�' O d d F .i ��droCD CD En CD � �j 0 CCDD H r— r rA R d o � y Dr. b n U3 N y� CD H N O O a\ 04 Or N w m 'd CR o wN N W rt A 2) , . 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O rt (D N (D Ft 0 r- ¢+ n N rr (D m 0 0 R+ N rr Fj- Fj H F- F-' (D I H O rt N F✓ ((DD O old rt (A C] !d (D (D 0 rt rt w (D Ft F-� N N N Ul (] O (D rn rt Frl W (D 0 n H H Q 0 r r H O H l0 H H O Ul W H 61 J I'D H F' w w N O N 00 OO ,P o FA ,p w 0 w � W H OD �o W 0 U) P- N (D H N C S � 00x (D 1-1� ti r rd Fl X w x x 0 P- r_ rt Fl (DD n o N LQ Fi N N (D :i� 0 (] N (D rn O o (D O X m P- G L71 r- H d W N c (D U (D tlj :4 H C A) Fl L=] 10 o O G1 r - 0z F9 (D H W P) I rr P- x �i J Vehicle Turning Movement Count Data Hwy 10 Out In Total 2210 2262 4472 275 1 2036 11 Right Thru Left O� O W YL 5 o� o N A CG O 1 ruLU 149 yes 9665 9M 6ZLZ 18101 ul 100 ot 4"A s C OOCO� + CAJJ O W (D (P Go Cr WO7N OCJrO� CJJC, w NNW OwN j IV (P CD ra J O O co -4 cn (O J co � � J A N N W11 N A W CO W J A (A (A Oo ONi w m CT N CJr� sM CO --4 CD OJCT CO A N J N A -• NNN W W Aw NN J J N J J C O O J N J N CO CT NO7 CA CA W Aw Jw -4 1 O J W J CT A J CO CO J wJO W CTACA co JLA (b JCA Co O 07 ANN-+ W O W W NNCT JJCT W w W W CT N O O CJr J WiO 0 A W v AOOON W CTI CT W O CO Ur �Cn D5wa) A07AAO NNNW A Cfl W NNS J Ot Ch A -i CA CT N J A O C N w 00 L ANN N cow W NN p O W W Oo O 0) J w; N) 1 J O W O0 Jco Or J CT CD'NO — CJ i pp_ W N �j. 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(D 0 CID TU) 00 W N W O O C O 3G) 2 W (n M CD M8 CAACT > _ N�N CT 4, 7 N O Z3 >CD O -a 0 2 ED N D O fn U CDm ,' W CD N 2 O 3 O N n CID w NO C O O O (n a 0 O Z7 3 -o (n f!1 -1 3 T (Q (D CD 2 'O 3,� x (D Zoo W CD 'o O h o 3 (D (D (D o o D Ln O 0j -0 m� N O r Ocn N [D O N _ O O 0) s C OOCO� + CAJJ O W (D (P Go Cr WO7N OCJrO� CJJC, w NNW OwN j IV (P CD ra J O O co -4 cn (O J co � � J A N N W11 N A W CO W J A (A (A Oo ONi w m CT N CJr� sM CO --4 CD OJCT CO A N J N A -• NNN W W Aw NN J J N J J C O O J N J N CO CT NO7 CA CA W Aw Jw -4 1 O J W J CT A J CO CO J wJO W CTACA co JLA (b JCA Co O 07 ANN-+ W O W W NNCT JJCT W w W W CT N O O CJr J WiO 0 A W v AOOON W CTI CT W O CO Ur �Cn D5wa) A07AAO NNNW A Cfl W NNS J Ot Ch A -i CA CT N J A O C N w 00 L ANN N cow W NN p O W W Oo O 0) J w; N) 1 J O W O0 Jco Or J CT CD'NO — CJ i pp_ W N �j. O N [O jNW W W WNL N N -1 N WAN OCOA�1 J vCT CA Cnm CO E! -i W A (3) Ul N Cal al A C 9 co OO O1 O O 0000 j CF 07000? JJJJ of CL A wjC) w °—' 3o o DDDD >DDD LTJ (P�N�N-'0000 00 W N W O O cn CAACT W WC110)A _ N�N CT 4, s C OOCO� + CAJJ O W (D (P Go Cr WO7N OCJrO� CJJC, w NNW OwN j IV (P CD ra J O O co -4 cn (O J co � � J A N N W11 N A W CO W J A (A (A Oo ONi w m CT N CJr� sM CO --4 CD OJCT CO A N J N A -• NNN W W Aw NN J J N J J C O O J N J N CO CT NO7 CA CA W Aw Jw -4 1 O J W J CT A J CO CO J wJO W CTACA co JLA (b JCA Co O 07 ANN-+ W O W W NNCT JJCT W w W W CT N O O CJr J WiO 0 A W v AOOON W CTI CT W O CO Ur �Cn D5wa) A07AAO NNNW A Cfl W NNS J Ot Ch A -i CA CT N J A O C N w 00 L ANN N cow W NN p O W W Oo O 0) J w; N) 1 J O W O0 Jco Or J CT CD'NO — CJ i pp_ W N �j. O N [O jNW W W WNL N N -1 N WAN OCOA�1 J vCT CA Cnm CO E! -i W A (3) Ul N Cal al A C 9 co OO Hwy 10 Out In Total 1361 4298 12657. 1231169 4 �nt Iry �-► ]O d m Z A 2 m v oa 3Ja� ��IL i4nSt! 4pE EiLE 8Z 9662 UR EZ91 lelo-L 1u0 -o-a 5 CD CD CD �<<-0 <in 3 no0 TO o BD o 0 n wC 0'01 C J(] C 'n -,7 p3 A0 3 O CD :"' CD (P CD 7 O O W O J C N CD O ' y W W C C 41 �3 cn w i0 w c 4 W 4 41 0 :-4 W Ul li O O C) a ti C: > O - ' N C Ln Ln CT CO W O 0 O CD -0 3 J s 0- V N N O CDO N W O v v O) A O !✓ :3 Cn O n (� O A v ? co 0 J CD :' CD Cr W ^F CDl mUI O+ n c OJ)A C71 r• CWO D p N A ? Ln ? 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D ,� c JCDJ JCnW CAW O O W 7 T K O Cn W W W N N A CTI O 2 O O -I (Q ZO 0 _ Ln _ � a° 00 O Q)�Ii p..CD ;V 3n No -o O :3 J > +Ca(oow m� Q -I- CD >WA AA > O JCDA A>AOCDO = h h O (D -1 I NCAJ v > jN> S J Cnv J W W OO C Og 3 v o m »CD to NJ JJ J> N uDi o (n ACAJ �I�A Oo>AO 3 En __ A > >N NNN � } �• N s > LA OD O CO Dr-F W co co cowAw �� Z O cCD n 0 G O A vJ J J J D) .' [D n CD m in to Ln CA O N C) w 0 3. 2 3(Q OW> j R n CD C. wcn>AWo 2$m n CD W J O a f% r O _ Cn N W W W N W W 0 CD N> CA p7 A CD (P J O ;:p 7 a h� n ANN RSNANW> S Cb CT LT 01 A > CD > CD T i iii r r W W Cb co NNNN>=r -n (D CD 5 W �(A CANNO>. O 2 O 2 N Zoo v C A I N N N w A w CD CD CD W O O A M" W (Nn O a cn Q O iw > s(DJA> t j O O %O \il Q A A (n > co 0 1� Q Q cn O Hwy 10 Out In Total 930 EW E119311 125 81I84 12 �Right !ry LeffI r O 0 O _ ^ N NNjj4 z 0' N 2 —� D. cAn a' ;& f-2 w � o CSZ IAU " 96ZZ 8 4 09L6 18101 ul 1n0 l C 5� co w m x w CD 17<117< -U<N S no cc -n> M o N G n C n c N f) C 0 CD N N —3 �1 a) W [oJ OO •�O• .�. A N W w . C 0 cnCD N r O o � D co 0Wo o W A ❑ ED O Ln A Co A > OJ 3 (D O J W > Cn J C N N r 01 CD W O - o > �D (D N s A 00 W J J A J S O N (D cn .. W > A > >w 2 W> r N o) O > O O O =~ O to >_ O (D _ O N O 2 A A O N A N N � � > A WCT7 > O (T O 0 O OC t1D CO 00 N N M O) W W W A W W N N O N � �MM cn o X D o wm rn Cc�. T�_ CD O rn m (D . r (D nN rn O 5n C m > A -O r 2 Z O =~ O O (D _ O N O 2 O � � Q > N � � O (C). O 0 O OC t1D .zl 3 O (D Q N CD r r O CD Q N � �MM cn o X D � to O Cc�. T�_ CD O O rn m (D . r (D nN O 5n C h -o cn cn -n CD C. tD ; Z O O w O w. O - (D (D (D N � o Z N) O O N Ln O O N O O O c 0) Hwy 10 Out In Total 2317 2757 4514 2351 1938 24 High! 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Co J co O C:) O � w O W En N N C.D O O A O O� J R O A N (T 00 O O (n 0 0 0 0 r0 N (n T- C: iZ s W W j C 3 p O 1 O W W N N O c M _. O CD N C- CD (D N O W v W W A 4 N N CA CA p Q) W O co O O CD . CD -30. ITI NCD O r W W CA C n CD O W A O W O O m O O J O J N 0) W O CD O O M o CD � � < CD _ TI _ h CD C N O 0 (D CD O O O O 0-1�'"� � � N N CD CDJ Cb W CD CT Oho O OBD O Cb O O � ED (D ((DD (n D CJi W O N O CTS tb O O co 0 0 CO co N O co O W O Cn O O O 74 fD (D <(OD C)' CA A W A N O) O) CD C)1 N J CD O (D .A O W (D W J CD 0 0 0 fA O n 0 J O W CT( 1 W O O A 0 0 (A 3 N O N N N CD O cn 0 0 0 0 3_� �p z (D � � W � W CD D N s O N C7 cn W A a7 O O Co CD CA O CA 6 0 0 CD OD -,jC) N N O O W m N O O 4 0 0 W W O W" (n W O W O o C) 0 0} —i TO z i N O O WO CD — W A O W cn — U) CD O p N 0 OD O (D co co O OD O 00 O O CD pp (� C7 (D�IONCA(A oo400rn 3 jm-4N? wowocncD c) 7 v D 0 fl_ W -. 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