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M o 3 0 m q CL w m mCD 0 ) r oCL» ¢ 3 ® 0 0 = % 0 - $ CL @ '< ca k @ a) C q 0� 9 D Co -0 � <M CD m k J k 2 2 0 @ g cn J ƒ§§ 2 2 2 g 7 ] CL § @ FIGURES PROJECT No. P-701 DATEt 5-11-2000 PETERS & ASSOCIATES ENGINEERS. INC. cnn lk aurrtc �vrarldvsxc P -O- s— Elam (p0E] eae-mw tuna FROM ARXLKW 72= Olt N9" FUTURE CDNNEcn0N M RN16 ROAD (BY unm6) 24 puR �LU►�E 4k 3474 3503 = MUMIMM A. THE AVENUE CHENAL VALLEY CHENAL PARKWAY LITTLE ROCK, ARKANSAS ,.=,w EXISTING TRAFFIC VOLUMES FIGURE No. 3 FUTURE COMMON M wws ROAD (fn' Dnfws) PROJECT No. P-701 DATE, 5-11-2000 PETERS & ASSOCIATES ENGINEERS, INC. am t rRAym xKG9immIffG la P.D. i mrs PROM avracuUS Elea T¢ ICaYFaM c ¢zy Z Ov� M j.�MMM RW THE AVENUE CHENAL VALLEY CHENAL PARKWAY LITTLE ROCK, ARKANSAS rasm� ..-.r:.x�a :^arsrs pyxr crn-Ali:•' .n__p.JY� 'Vd O DIRECTIONAL DISTRIBUTION SITE TRAFFIC FIGURE No. 4 o"1 PROJECT No. P-701 DATE, 5-11-2000 PETERS & ASSOCIATES ENGMEERS, INC. CM R TRAFM EIK;DnMRM P.0. s� a+ean (CWi ao-am 1EYIJ 817Lx Y�.43�s 7� .WIOU ff MAP THE AVENUE CHENAL VALLEY CHENAL PARKWAY LITTLE ROCK, ARKANSAS ENTERING TRAFFIC PERCENTAGE TURNS SCENARIO I FIGURE No. 5 PROJECT No. P-701 DATE, 5-11-2000 PETERS & ASSOCIATES ENGINEERS, INC. • CM t 7RLrmc aMrMa PA am suss (6m) M -06w Urnt 20= A210Ma rasa: THE AVENUE CHENAL VALLEY CHENAL PARKWAY LITTLE ROCK, ARKANSAS ENTERING TRAFFIC PERCENTAGE TURNS SCENARIO II FIGURE No, 5-A PROJECT No. P-701 DATE, 5-11-2000 PETERS & ASSOCIATES ENGINEERS, INC. amtMmc XNGBamlam P -O. B- Elva (m) 20-0 tj UT" som lumina 7z= ,, WLlffA"fWM=W RMV THE AVENUE CHENAL VALLEY CHENAL PARKWAY LITTLE R❑CK, ARKANSAS �, � ms7nvc ;t /.s�•+.�si; .^�mis amtY max! EXITING TRAFFIC PERCENTAGE TURNS SCENARIO I FIGURE No, 6 1f`0 PROJECT No. P-701 DATE, 5-11-2000 PETERS & ASSOCIATES ENGINEERS, INC. c"m t rn me Mcnaum c P.O. 1m mm (wl) YO -0000 12 IA= RD= a OELMU3 7E= 2eR 4 ��+ a zo%'O '► �,. 7R 4 PJ i4 �.� 19r IQlJrdTI � AGO R .. o`, .. 1 4 b • 04 g� r� AA f. Qrp % a 4 OOH 4� nor 9� 1 is-nAs raMa Auer � y f DRM ■ - THE AVENUE CHENAL VALLEY CHENAL PARKWAY LITTLE ROCK, ARKANSAS EXITING TRAFFIC PERCENTAGE TURNS SCENARIO II FIGURE No. 6-A PROJECT No, P-701 DATE, 5-11-2000 PETERS & ASSOCIATES ENGINEERS, INC. cava, t 7ROM MCDOM M A.Q. 6a tl� (5m) L6 -05W lZMA ®0M ANKMUS 791 F" Ifzuff7p1fizm Aw THE AVENUE CHENAL VALLEY CHENAL PARKWAY LITTLE ROCK, ARKANSAS IDSTZW /.SBd MS ::57w Qll7rr PIKS SITE GENERATED TRAFFIC VOLUMES - PM PEAK HOUR SCENARIO I FIGURE No. 7 PROJECT No, P-701 DATE, 5-11-2000 PETERS & ASSOCIATES ENGINEERS, INC. c va. a numc nrammmc P.O. a— W038 (601) sae -aeon 1I z 1 AMAPUL0 7 f ,w nzugpmmm mo THE AVENUE CHENAL VALLEY CHENAL PARKWAY LITTLE ROCK, ARKANSAS .Me.•MS .^Z7zrs aFnar P" SITE GENERATED TRAFFIC VOLUMES — PM PEAK HOUR SCENARIO II FIGURE No. 7-A PROJECT No. P-701 DATEi 5-11-2000 PETERS & ASSOCIATES ENGDIEERS, INC. am at numc 9mcaammm. P.O. Sas 31666 (m) 3.6-0600 nW ► Uffl '-ZM RAID THE AVENUE CHENAL VALLEY CHENAL PARKWAY LITTLE ROCK, ARKANSAS i^ .^cornrar Poet SITE GENERATED AND EXISTING TRAFFIC VOLUMES PM PEAK HOUR — SCENARIO I FIGURE No. 8 PROJECT No. P-701 DATEi 5=11-2000 12 PETERS & ASSOCIATES ENGINEERS, INC. ■ crm s raamc aa+a ■ rn. a= Ism (em) M -0m Ire" mom amneraaa rima v aib 66 ok 1k�, lb � to r THE AVENUE CHENAL VALLEY CHENAL PARKWAY LITTLE ROCK, ARKANSAS '6Sir.1S4i t^.5711/S 0/!I7l AIR! SITE GENERATED AND EXISTING TRAFFIC VOLUMES PM PEAK HOUR — SCENARIO II FIGURE No. 8-A NOTE: Site Generated Traffic volumes have been adjusted to reflect Pass—By of 17.276. Note: Site Generated Traffic has been adjusted to reflect an Internal Capture Rata of 2076 for the outlots. Note: Background traffic adjusted to to reflect a 6.5x annual growth for ten years. PROJECT No, P-701 DATEi 5-11-2000 PETERS & ASSOCIATES ENGDNEIIiS. INC. A.O. Hat 400 (bat) Y6-0600 [a= ROM JL / 711= FUTURE CONNECTION TO KAN6 ROAD (sr an+as) fW MLAIN'"U.Q. Mea THE __AVENUE CHENAL VALLEY CHENAL PARKWAY LITTLE ROCK, ARKANSAS ss �q4 299 EXISTING TRAFFIC, BACKGROUND TRAFFIC GROWTH TO 2010 AND SITE GENERATED TRAFFIC VOLUMES PM PEAK HOUR — SCENARIO I FIGURE Na 8-B _pr i• n CL C CD O C/1 CD n CD n O 0 CD n O+ CD CD CD CD CL n CD UG C CD CD O R d APPENDIX SITE PLAN Trip Generation Data O rt m N m K O P- O a N• H 0 0 a H rt ro m N 0 t1i O z O rija H a O z a C Od a K Imo• r � a H Cr n r �u m O H E H O rt a r x ,O cn N- 0 ::• wb H rt w C N N m rt :1 K a rt m K K to a W W Z U1 rt rt 10 0 O O N cn Ln ON H�HH �i • G1 0M O - KNKr rt V1 a cn :0 rsl � wQ rt z rt . rt . r r rn cn Ln ON IN FA Ln Ln O H N 0%0 N N U1 N N O � Orn r r O\ N O .P -1 ON O W N 04. &. W U1 ON W r r a a N m H N CE A. O O r 1 x sr z O m 'C K l� rt m ro K x tij : b rt m K b � x x O P- r, rt K ��tnhi l< m o OKH m 'C �r m om M� o K x M a r s✓ '•C rt m P- C) C7 1 n K C: v N• N m C m :1 m a � Hr a K ►C w C �s a C r O0r rm m N a rt FJ - 0 D I Traffic Signal Warrants and Results J. CSD C 0 O � (DCDCD CD �C—' ~'CDcn y�� y �* •' CD a CD CD CD CD CD O O CD CD -- CCD �o tl4' Q• (1q' '� '..�, vii � En CA R CD CD �:F o C 0 CD P CD N CD CD C +, O (!Q O CD (D o '* ¢ 0 UQ CD cD CD CD CD C7 `C En 0 En En r - y CD CD CD � f•! `C CD G C o o C r o 0 'CID". r CD O CD U4 N o r+ •D v� � � CD C° o y CD ¢ o N N � o z 00 = �z°x �* a O 0 0 b o r a CD CD cn 0 l J CD N 0 N 0 .-. �-• CD C CD pi CD x CD CD » O 0 z O x o OC 000 y 0 0 cn h7 d CA ^Y C O � zzx CD CD a z r O o kA tA y b x � x C 7� CSD C 0 O � (DCDCD CD �C—' ~'CDcn y�� y �* •' CD a CD CD CD CD CD O O CD CD -- CCD �o tl4' Q• (1q' '� '..�, vii � En CA R CD CD �:F o C 0 CD P CD N CD CD C +, O (!Q O CD (D o '* ¢ 0 UQ CD cD CD CD CD C7 `C En 0 En En r - y CD CD CD � f•! `C CD G C o o C r o 0 'CID". r CD O CD U4 N o r+ •D v� � � CD C° o y CD ¢ o 0 CD ° g N CD O CD CDCDF+• o r C° CD CD D � 0 N P O CDCD �o Lny CD a CDrcD r+ O �. CD W• W o o CD , CD CD CD CCD •D C CD ... - CDD 0 N N 00 �z°x 0 0 cn CD CD CD x » O - 000 cn ^Y CD CD 9T C z o o x (-A b 0 0 0 0 x zr C CD z°zed x C rZ (� O b> r r N N O TJ y cn x � x 0 y 7� 0 CD ° g N CD O CD CDCDF+• o r C° CD CD D � 0 N P O CDCD �o Lny CD a CDrcD r+ O �. CD W• W o o CD , CD CD CD CCD •D C CD ... - CDD 0 COD on CD up 0 CCD 0 ia. CD 'CD ¢O CD CD .�. 0s p a cCD CD En CD -e O � 7 n C CD CD �3 CL O0 , r N c r C' C CD +(JQ rn �° CD CL c ° vo o CD CD CL CSD O� ° '`r C CD �:Fl UQ' C t5 CCD ° o u CCD C 0 �� cn CD 0 N CCD � CCD ` CD CD � ° ¢, CD CD 0cn CD ° . ¢ � CD CD CD CD CDS C.CD CDCD ~' CD uq~' r �' o O CD ~ CD O ��' p r' p p UQ o ° �' CD oEn CD CD P. O CD(CD �3 O� � CD CC� CDD v, D CCD . qq . " ,_ n CD CD (D 5' �...(D ( C �•(D CD CD COD ¢. CD CD CD CSD CD @ .5 . (7 CD a o o ata F C) CD ID CD CD CD. CD n o rh n � o as rACD . as IC:Dl- c 5� �. CD CD CD ,P?, o �o 1 o CD m CD CD 1zx CD o a0,y E. .. CD rn a C x % p tril a c(o '° o w r° o a o O o x G y om C� ao�, d cn d c 0 o cn y y < a O to 7� (D 5' �...(D ( C �•(D CD CD COD ¢. CD CD CD CSD CD @ .5 . (7 CD a o o ata F C) CD ID CD CD CD. CD n o rh n � o as rACD . as IC:Dl- c 5� �. CD CD CD ,P?, o �o 1 o CD m CD CD CCDO a CD ° °� 8)CD O CD cD O ¢ c� cD ° r� CD - _ �, o y O v vo rt ZrD K CCD QQ �' CD cD c '� CD ~� CD '.r >C r O cD F, CD �• y �, .-. '� ara C C� � `� CD p O � x � o C O F t N �� CD .�� 'O� � 'fir Q p o 'Y ' F (D � ' > �• Vi CD i O OrCD oo CD A� p O CD N N N. 'r .+ n -i O �. 'C�r n CD 0 PI C"D CD Q• CD , + �, CD . i O C ❑ O F— Q4 CD Q. Q CD CDp CD CD O O ... , +� CD ... CD CD f " t CD CD CD UQ ^r v' CD p �+, r+ A� O. CD Q- CD CD CD C, w cD CD CD ° ara o CD CD iD a CD CSD a CD �- �~„ CX CD ,O_,.CL CD CD CD� o K CD '"' p 'p, 0 ^ o ` " �r p N C CDc0D ' r CD rA v� � �.. oo p y �n CD CD CD CD aC y ... i �CD CD, �, O t l7Q Ort CD �- b9 oCD CD O * '" 3 cn CD CCD �� CD CD O _' 00 CS zr SCD to CD Y Q. A' �' r° C7 ° CD �? O .fl '. CD �� ` 0 O+ ¢' 'ter p �% O ds C L O r' Q ( D o CD a `C C 'rh co, C i n p N - r� 'r t A• O 0 'r �C ~• Q- p CD rz ... CDS. O `� t3 p GcD '—' p. CD O CCD vOi CCDCD y �_ �� O rs CpD CD G 'fir Q. ` o p.En �� , 71 d p O ►t CD 71 `ter 0 CD 3 CD V' CD C CD n -t CD CD EnN CD ``� ° CD .� CD ¢ � °' O * CCD oLn~ N 0 CL o, r-+ 4 � � `.3 � � �+ �. UQ � n � CSD p 00 (~p r O '� rY CD p `C� CD O CD pp A�� CD CD O CD CD C CD O � CD O N U' G' C7 '� p C CL QCD CD- ° CD CD O �r°h # Q+ EnIn'fir In O G 'CD pr �. p p { ` CD CD CD v� r v, cn CD ='* ,'rt p r-• `� A� p v' O A� C3 p A� w�' o CCDM O r. CD rh o .�. �pCD � r� Os r�'r� O 0r* C� p CD R '�r CA�h �t Q• CD CD� ` n C) ¢, o 0 1 m 0 � -• CD O oq CD CD pL CD o 'tf CD .O ;;+cD 00 'M O rt CD CSD ~h CCD N v' '� ° n ¢ QG rt ' CDD CD " '� c� '+ �. C 'Y o- O o ° o. CD 'O's v, O CD FY CD CD -- r i n £+ .+. CD C� CD C7 A� CD r CD W O ' r CD n CD p i --i CD 'n CD C) r�r� C) CD CD CD CD CCD �, G O Q. �C CD CD CD p — CD 11+ CD CD o 0C`C ' r ' r O CD r - C ° 0o CD-P,r CCD `C :S w A) O 0 rt 0 ave .>_ o=� 0=N C m�N 0 00m= D;o ;off 0r 9D2 9 N >ou _O yg0 C >xm x ZIT 0'y �yD xmz mm9 ti 2 F !- T z 0 MINOR STREET HIGH VOLUME APPROACH — VPH MINOR STREET ; 3 HIGH VOLUME APPROACH ACHE- VPH g ? 9 25 251 25 � C m C, o o 5 o o CSD CD CD CCD A� N X• CD CD CD O n �' O CD CD O �'.�' 0 O °,CD CD pCD UQ cCu o CD CD Q ~ ¢CD o ¢' CD Ej CD 0 El .-CD ° ', C CD (.DD CD O cCu CD M �:r Cr CD O Q CD CD OCD CD CD ° CD 0 CD�y1 C FCD� r� CD O � O CA rz >✓ � • + C rf CD yiCD CD O � CD C F (�D OQ O CD „ i CD CD `i' I=. Co CD En r� co CD oar CD CD CD O CD O . � � O O O CD CD CD A� O CD (iQ ert 0 >y Q Lnw � CD • • -. � 0 CD CD P)CD CD CO cn CD n n oo CD � C CCD CD ¢+'0 o 0 CD CD rCD C7, �! CD G rr pCD� G CA UQ x � ►'•S• rCD - CD QQ 'Q W CD CD i •' /� r 0 'rte .0 ° P CD r✓ r� Q N G CD CD CD r� a. �� O N � �+ ¢' �L Iy w CD 0 rt CD CL CD CD CD CD r+ ice+ CD OEn A� 0 ° � I=, CD � C O cn U] • Lr CD CD O CD O N OS -t r+ X rte' la,• r✓ C) 0 r CD f//�l V1' CD C) 0 O En /r�i /�� l� rQ.�+ r��, i/CD cn r��+ Ln Q 0 0 r+� CCDO � � °`� � � o. 00 � o ° y �. r. CD CD CD W f (7 UQ ° 0CD C v� CD r• r+• CD W CD �� r r CD O uQQ C CD CD 2. O (D n s CD rA o o >y >y �, CD 1� o,ch PD o ° " r?`I I 1 0 N -1 6 y $ I o� D m o O x D 9 D MINOR STREET HIGH VOLUME APPROACH — VPH s 9 9 9 § Imono ■■ffif ■WJEA� wj m ■wzl ■r1y_ ■KIA . ■ffi MEWA .I! 111 ofilso■ .il.■■■ MINOR STREET HIGH VOLUME APPROACH - VPH Traffic Signal Warrants Analysis INTERSECTION CONFIGURATION Required Vol for Warrant: major minor MINOR 7:00 (direction) Warrant Direction: NB CITY: Little Rock, Arkansas No. Lanes Major: 2 Minor: 2 1 420 140 CO.: Pulaski --- --- 2 630 70 HWY.,Mjr: Chenal Parkway Accidents> 5/yr9 (Y or N) N 8 (80% 1 & 2) 336 112 ST -,Minor: Access Drive A Speed =>40, or Pop. < 10 K Y 458 504 56 632 Projected conditions Factor out'RTs' (Y or N)?: No 9 (4 Hr) (see formula) 368 368 374 Major: WB N EB N 11 (Peak Hr.) ' 458 Ma g 2000 Stuav Wformed t vBs Minor: NS N SB i N Ad'. Faclor. 0.7 595 Peters Associates Engineers, Inc. RESULTS suns 1402 1067 742 887 1133 1107 1206 1115 1490 1476 1688 1183 943 7131 576 MINOR ST. MAJOR ST. MAX HOUR MAJOR MINOR 7:00 (direction) 16 Direction: NB 35 SB 742 35 Factoi 1000/6 Factdi 100% ENDING Existing+ 100% Existing+ 111 TIME P+ojected man, results ProjecW marl. results 7:00 944 944 458 458 8:00 632 632 436 436 9:00 368 368 374 374 10:00 458 458 430 430 11:00 537 537 595 595 12:00 529 529 578 578 13:00 589 589 617 617 1400 516 516 600 600 15:00 699 699 791 791 16:00 544 544 934 934 17:00 572 572 1116 1116 18:00 458 458 724 724 19:00 345 345 598 598 20:00 302 302 479 479 21:00 211 211 364 3152 Peters Associates Engineers, Inc. RESULTS suns 1402 1067 742 887 1133 1107 1206 1115 1490 1476 1688 1183 943 7131 576 MINOR ST. SUM MAX HOUR MAJOR MINOR 7:00 (direction) 16 8:00 1067 35 WB 742 35 10:00 887 56 Factor. 100% Factor. 100% Minor vol 111 13:00 1206 147 14:00 for 41-1r. War. Peak Hr War. Prolecied man. results Projected man. results #9 #11 WA 0 16 16 80 100 WA 0 35 35 80 126 WA 0 35 35 120 239 WA 0 56 56 81 180 N/A 0 79 79 80 112 WA 0 111 111 80 117 N/A 0 147 147 80 100 WA 0 143 143 80 116 WA 0 154 154 80 100 WA 0 144 144 60 100 WA 0 144 144 80 100 WA 0 140 140 80 103 WA 0 126 126 80 161 WA 0 132 132 107 222 NIA 0 143 143 188 323 Traffic Signal Warrants Analysis CITY: Little Rock, Arkansas CO.: Pulaski HWY.,Mjr: Chenal Parkway ST.,Minor: Access Drive A RESULTS: St: Chenal Parkway St: Access Drive A Traffic Signal Warrants Analysis Hour warrant was met VOLUME SUM MAX HOUR MAJOR MINOR 7:00 1402 16 8:00 1067 35 9:00 742 35 10:00 887 56 11:00 1133 79 12:00 1107 111 13:00 1206 147 14:00 1115 143 15:00 1490 154 16:00 1478 144 17:00 1688 144 18:00 1183 140 19:00 943 126 20:00 781 132 21.00 576 143 Traffic Signal Warrants Analysis Hour warrant was met VOLUME COMB 4 Hr Peak 420 630 336 504 140 70 112 56 #8-1 #8-2 #1 #2 08 #9 alt 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 1 0 0 0 1 0 0 1 1 0 1 1 1 1 1 1 f 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7 1 1 1 1 1 1 1 1 1 1 1 1 1 0 1 1 1 1 1 1 p 1 1 1 1 1 0 0 1 1 1 1 1 C 0 i 1 1 0 C 6 10 9 9 e Intersection SATISFIES the warrants for signalization offrwd In the "M.U.T.C.D." Traffic Signal Warrants Analysis INTERSECTION CONFIGURATION Required Vol. for Warrant: major minor lajor St: Chenal Parkway Warrant CITY: Little Rock, Arkansas No Lanes Major: 2 Minor: 2 1 420 140 4 Hr CO,: Pulaski — 2 630 70 504 HWY.,Mjr : Chenal Parkway Accidents > 5/yr? (Y or N) N 8 (80% 1 & 2) 336 112 112 ST.,Minor: Rahlings Road Speed =>40, or Pop. < 10 K Y SUM MAX 504 56 #8-1 #8-2 Existing Conditions Factor out -RTs' (Y or N)?: No HOUR 9 (4 Hr.) (see formula) 412 #8 419 Major: WB N EB N 11 (Peak Hr.) ' 1 1 May 12 2000 Shrdv velonmed b GBS Minor_ NB N SB N A . Factor 0.7 986 196 1 MAJOR ST. 1 MINOR ST. 1 1 1 9:00 622 273 1 (direction) 1 (direction) 1 1 0 Direction: NB SB WB T EB 1 1 1 0 j Factoi 100% Faclor 100% I Factor. 100% Factor. 100% Minor vol. 1 1 1 1 1 12:00 883 for 4Hc War. Peak Hr. War. ENDINGExisting 1 Existing RESULTS Emsting 1 1 1 13:00 851 TIME man result$ man. results SUM man, resuHs man. +esulls #9 N17 7:00 922 922 435 435 1357 195 195 WA 0 80 100 8:00 592 592 394 394 986 196 196 WA 0 80 148 9:00 309 309 313 313 622 273 273 WA 0 166 298 10:00 364 364 332 332 696 252 252 WA 0 136 261 11:00 422 422 475 475 897 279 279 WA 0 80 177 12:00 419 419 464 464 883 218 218 WA 0 82 182 13:00 415 415 436 436 851 171 171 WA 0 89 194 14:00 343 343 420 420 763 108 108 WA 0 113 230 15:00 567 567 653 653 1220 69 69 WA 0 80 100 16:00 403 403 787 787 1190 35 35 WA 0 80 102 17:00 420 420 957 957 1377 11 11 WA 0 80 100 18:00 314 314 574 574 888 10 10 WA 0 81 180 19:00 204 204 451 451 655 4 4 WA 0 152 281 20:00 101 181 353 353 534 2 2 WA 0 209 347 2.1:00 89 89 2P 237 326 3 WA 0 339 486 Peters Associates Engineers, Inc. Traffic Signal Warrants Analysis CITY: Little Rock, Arkansas CO.: Pulaski HWY.,Mjr.: Chenal Parkway ST.,Minor: Rahlings Road INAL RESULTS: Traffic Signal Warrants Analysis 7 7 7 7 A rhis intersection SATISFIES the warrants for signalization Hour warrant was met: lajor St: Chenal Parkway lkror St: Rahlings Road VOLUME COMB 4 Hr Peak 420 630 336 504 140 70 112 56 SUM MAX #8-1 #8-2 HOUR MAJOR MINOR 41 412 #8 419 #11 7:00 1357 195 1 1 1 1 1 1 1 8:00 986 196 1 1 1 1 1 1 1 9:00 622 273 1 0 1 1 1 1 0 10:00 696 252 1 T 1 1 1 1 0 11:00 897 279 1 1 1 1 1 1 1 12:00 883 218 1 1 1 1 1 1 1 13:00 851 171 1 1 1 1 1 1 0 1400 763 108 0 1 0 0 1 0 0 1500 1220 69 0 0 0 0 1 0 0 16:00 1190 35 0 0 0 0 0 0 0 17:00 1377 11 0 0 0 0 0 0 0 18:00 888 10 0 0 0 0 0 0 0 19:00 655 4 Q 0 0 0 0 0 C 20:00 534 2 0 0 0 0 0 0 C 21:00 326 a 0 0 0 0 0 0 C 7 7 7 7 A rhis intersection SATISFIES the warrants for signalization Traffic Signal Warrants Analysis INTERSECTION CONFIGURATION Required Vol. for Warrant: major VOLUME COMB. Warrant (direction) CITY: Little Rock, Arkansas No. Lanes Major: 2 Minor: 2 1 420 CO.: Pulaski -- --- 2 630 HWY ,Mjr: Chenal Parkway Accidents > 5/yr9 ( Y or N) N 8(80%1 & 2) 336 ST.,Minor: Rahlings Road Speed =>40, or Pop. < 10 K Y Existing + 504 Projected Conditions Factor out'RTs' (Y or N)?: No 9 (4 Hr.) (see formula) Scenario 1 Major: WB N EB N 11 (Peak Hc) ' . MAW 12. 2000 Study peiormed h GBS MI W: NB N SB N Adj. Factor: 07 Peters Associates Engineers, Inc. minor 70 112 56 Traffic Signal Warrants Analysis CITY: Little Rock, Arkansas CO.: Pulaski HWY.,Mjr.: Chenal Parkway ST.,Minor: Rahlings Road MAJOR ST. VOLUME COMB. (direction) Peak Direction: NB 336 SB Factoi 100% Factoi 100°/ ENDING Existing + (direction) Existing + #8-1 TIME Projected men. r85rdIS PiugiCkcC man. re3ultg 700 938 938 463 463 8:00 629 629 444 444 9:00 345 345 386 386 10:00 422 422 449 449 11:00 504 504 619 619 12:00 535 535 601 601 13:00 568 568 654 654 14:00 492 492 636 636 15:00 728 728 818 818 16:00 553 553 964 964 17:00 570 570 1147 1147 18:00 460 460 755 755 19:00 335 335 627 627 20:00 319 319 504 504 21.00 238 238 390 390 Peters Associates Engineers, Inc. minor 70 112 56 Traffic Signal Warrants Analysis CITY: Little Rock, Arkansas CO.: Pulaski HWY.,Mjr.: Chenal Parkway ST.,Minor: Rahlings Road Traffic Signal Warrants Analysis Hour warrant was mel: VOLUME COMB. FINAL RESULTS: Peak 420 MINOR ST. 336 504 140 70 112 56 (direction) #8-1 #8-2 #1 #2 #$ WB #9 EB 1 1 1 1 jef Sl.: Chenal Parkway 1 1 1 1 1 1 1 1 1 nor St.: Rahlings Road 1 1 Factor. 100% Factor. 100% Minor vol 1 1 t i 1 1 1 1 1 1 for 41-1r. War, Peak Hr. War. 1 1 I 1 1 1 1 1 i 1 i 1 1 SUM MAX :SULTS;: SUM Projected man results P ected man. results 119 #11 HOUR MAJOR MINOR I 495 495 18 18 80 100 7:00 1401 495 1401 1072 332 332 39 39 80 125 8:00 1072 332 732 204 204 39 39 123 244 9:00 732 204 871 1 256 256 63 63 84 186 10:00 871 256 1123 283 283 89 89 80 114 11:00 1123 283 1136. 308 308 125 125 80 111 12:00 1136 308 1222 340 340 165 165 80 100 13:00 1222 340 1128 340 340 161 161 80 113 14:00 1128 340 1546 383 383 173 173 80 100 15:00 1546 383 1517 370 370 162 162 60 100 16:00 1517 370 1717 406 406 162 162 80 100 17:00 1717 406 1214 338 338 157 157 80 100 18:00 1214 338 962 288 288 142 142 80 155 19:00 962 288 823 209 209 149 149 96 204 20:00 823 209 628 171 171161 161 163 29S1 21:00 628 171 Traffic Signal Warrants Analysis intersection SATISFIES the warrants for signalization Hour warrant was mel: VOLUME COMB. 4 Hr. Peak 420 630 336 504 140 70 112 56 #8-1 #8-2 #1 #2 #$ #9 #11 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 C f 1 1 1 1 1 1 t i 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 i 1 i 1 1 1 1 1 i 1 I 1 1 1 I i 1 I 1 1 t 1 1 f t 1 1 l 1 1 1 7 1 1 1 1 1 1 1 1 1 7 1 1 1 1 1 1 1 1 1 1 1 1 0 1 1 7 1 { 15 14 15 15 1: intersection SATISFIES the warrants for signalization Traffic Signal Warrants Analysis INTERSECTION CONFIGURATION Required Vol. for Warrant: major minor 420 630 Warrant MINOR ST. CITY: Little Rock, Arkansas No. Lanes Major: 2 Minor: 2 1 420 140 CO: Pulaski -- --- 2 630 70 HWY.,Mjr : Chenal Parkway Accidents > 5/yr? ( Y or N) N 8 (80% 1 & 2) 336 112 ST.,Minor: Rahlings Road Speed =>40, or Pop, < 10 K Y #2 504 56 Projected Conditions Factor out'RTs' (Y or N)?: No 9 (4 Hc) (see formula) Scenario 2 Major: WB N EB N 11 (Peak Hr.)' Mav,2.2000 Study pelomiedh GBS Minor NB N so N Adj Factor. 07 Traffic Signal Warrants Analysis CITY: Little Rock, Arkansas CO: Pulaski HWY.,Mjr.: Chenal Parkway ST,Minor: Rahlings Road Peters Associates Engineers, Inc. Traffic Signal Warrants Analysis Hour warrant was met: VOLUME COMB FINAL RESULTS: 4 Hr MAJOR ST. 420 630 336 MINOR ST. 140 70 112 56 (direction) #8-1 (direction) EB #1 #2 major St: Chenal Parkway Direction: NB #11 SB WB Minor St: Rahlings Road Factor 100% Factor 100% Factor. 100% Factor. 100% Minorvol. 1 1 1 S ! f 1 1 1 1 S ! 1 for 41-1r. War. Peak Hr. War. i 1 1 7 1 t 1 t 1 1 1 1 I SUM MAX. ENDING Existing+ Existing+ RESULTS SUM Pmlecled rnen. results Pr -eciEd man results #8 #11 HOUR MAJOR MINOR TIME Projected man results Projeciet man. results t 495 495 16 18 80 100 7:00 1394 495 700 932 932 463 463 1394 800 614 614 444 444 1058 332 332 39 39 80 129 8:00 1058 332 9:00 331 331 386 386 717 204 204 39 39 128 251 9:00 717 204 10:00 399 399 449 449 848 256 256 63 63 89 195 10:00 848 256 11:00 471 471 619 619 1090 283 283 89 89 80 121 11:00 1090 283 308 12:00 488 488 601 601 1089 308 308 125 125 80 121 12:00 1089 13:00 507 507 654 654 1161 340 340 165 165 80 107 13:00 1161 340 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21w 433 663 493 510 401 283 264 176 433 663 493 510 401 283 264 178 636 818 964 1147 755 627 504 390 636 818 964 1147 755 627 504 90 10681 14821 1457 1657 1156 910 768 563 340 383 370 406 338 288 209 171 340 383 370 406 336 288 209 !71 161 173 162 162 157 142 149 161 161 173 162 162 157 142 149 161 80 80 80 80 80 60 111 191 126 100 100 100 108 172 228 327 14:00 15:00 16:00 17:00 18:00 19:00 20:00 1 21:00 1068 340 1462 383 1457 370 1657 406 1156 338 910 288 768 209 568 171 Peters Associates Engineers, Inc. Traffic Signal Warrants Analysis Hour warrant was met: VOLUME COMB 4 Hr Pcar 420 630 336 504 140 70 112 56 #8-1 #8-2 #1 #2 Ns #9 #11 t a 1 1 1 1 S ! f 1 1 1 1 S ! 1 1 i 1 1 7 1 t 1 t 1 1 1 1 I t 1 ! E 1 1 1 t 1 ! f 1 1 1 1 1 i 1 1 1 1 1 1 1 ! t 1 1 1 1 1 1 ! S f 1 U i 15 14 15 14 11 Is Intersection SATISFIES the warrants for signalization outlined in ft "M.U.T.C.O: -7 -.� �� •.J � .Vi �� .J -1 � -_% -J .,1 •. J J �J .J _J � •_� �_� .-1 _� _� '•_J .J �_i .� ,_� � •.� � -� •_� •� -.J -J -_j • � _i ,_� �� ._r ._J .� PS Form 3800, April 1995 o p w m m 9 v m o a D O U) 3 D w 3 S. M 52. m � N 4 m �,p y A o N b onLL$�SC. R° N TL v d A �, P c�pp C C y N N W ~o w n O O �* CD m °' @ �� pCD in m Z `° ° —w , I m m PI bd33 n m 0 3� m z M CZD SpC w nC CD m .� Lal N Ei o (D a o p @ N m E L o �• \Y � (n aW CD 7 Iy{I ry H F, v �: m aCD CL� CD a (D \� (JI W " C i 0 PS Form 3800, April 1995 0zMc O O UI p N Q m m N N C N N 'D N O N M0 �^ b G[b r W 9 O 3 Si. c�pp ~o O O O �* CD G T fD �� .OW Z rt C (G N y 0' G1 - din m m PI bd33 n m 0 3� m z M CZD SpC w nC CD f1Vt N Ei Gt0 (D y n o @ N m E L �� CD \Y � Iy{I ry H F, v �: m aCD CL� (D 41. DQ O 0 Receipt No. SIGN RECEIPT PURSUANT TO CITY ORDINANCE 17,645 THE FOLLOWING FEES ARE ASSESSED FOR ALL APPLICATIONS FILES FOR PLANNING COMMISSION PUBLIC HEARING THAT REQUIRE A SIGN POSTING. Less than 10 AC or 10 AC Larger Rezoning $ $ Site Plan $ $• PZD $ $ Board of Adjustment $ � CUP $ $ TUP $ $ Land Use Plan $ $ TOTAL $ 6� THE FEES PAID BY THIS FORM ARE TO BE DEPOSITED IN ACCOUNT NUMBER SPECIAL PROJECTS. 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