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SM PARKNC 950M NOTE FXISFING MATURE TREIS TO BE PRFSERYm N AS MUCH OF THE PROPERTY AS FEASIBLE Clj F; lF U K� �52� �� d � saa gra � rrr � TWO r FOUR PHASE THREE PROPOSED MASTER PLAN TOTAL STE PARKING L700 CARS NOTE EX6A NG MATURE TREE -5 TO BE PRESERVED M AS NUGi OF TI IE PROPERTY tis FEASIBLE oil gill 2 Mom „ � rra ' 4;e:pm§ u �=uu �0o rr aa� THREE r FOUR PHASE FOUR PROPOSED MASTER PLAN r I k TOTAL SITE PARKING L -M cmu NOM UQSITNG MATURE TREES TO BE PRESERVED IN AS MUCJ{ OF THE PROPERTY ASFEASBIE • a„ ,. r ri •,.,; ti 51.4 ��. • _ :: � :r 1 — i :fir• ����]i�,i' `•�,•� :"'i��� ;�',y~'-,�,�'",�`,,;`^;� � ' f r i- 7 -ti •''��:ice � 5 � � ;r,�,�,� _ - J.: e . �••1 ', j5,,1.i �4��1•`�r 4uA; � 1• `4, Al •.• +' .,. '•. ll`I I AV .� :�f " _ ;a _'- •' ; PROPOSED (• L�'=� MASTER PLAN �•' ' - .. ' a' �� � � L 1 ^� aEmri ( TOTAL. YTE PARKMC 1,750 CARS NOTE- rxISrrnc MATURE TRIES y r. y: l ��, � ' J� � � ),� y t • , :, �"•.-:i:�7;.� ' -.� r>•� �� ~' � � TO BE PRESERVED M A5 MUCH Of THC PROPERTY —4P As rEAsiBL.E n ° o �o cD CD rn CD CD cD •0 n' n co cv C7 y CD OCD •- • p • UQ !-n cD -o o • CD' o w CD r' s�, < o00 0 CD coo 7d 0 0 o a o 0 0 o oON It o o ° �'0 CD • $ o 10 a.� o CO a �p O OD h n S 'LS 0CD 0 y 'J�ta, ID C1. CD r l C) Qy _ n CCD O• N cD O cu' O yO `O n k.< R. O b CD C c~D b SCD CD w ~ CL .fl .C1 n .� O ►� l 'p •� w ►0 ..0 N O' p., w CD 1,r.�r CD c)W f GQ '� a• 0 n A: p. a' R 0ca0CD D cC 0 CD O' � w' d � 1.1.. CD "' �t 'r O C7' n p O-+ W [7 0 co v� `� �L N „� O CD �• - .+ .� n y 0 �s CD p a N Q. y �+ r 1 y CD 'S CD r+� 0 '4 CCD '�" .-r n n (D W C�. 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CD'00 CD 0 CD � °� CD C � � c� a o ZJ CD n o z ra CL w cD p CD I TRAFFIC VOLUMES TRAFFICEVQ[ A A N 00 Gl ■ W15T 36TH STREET PROJECT No. P-732 DATES 8-15-20oo THE CHURCH AT ROCK CREEK PETERS & ASSOCIATES ENGINEERS, INC. 36TH STREET rte. Boot MWS "L) ZM-Q5 o LITTLE ROCK, ARKANSAS SUNDAY WEEKDAY VOLUMES TRAFFIC vr_ ?XD e� EXISTING 24—HOUR TRAFFIC VOLUMES FIGURE No, 1 VOLUMES SUNDAY WEEKDAY TRAFFIC VOLUME TRAFFIC VOLUMES O O _ � v , 538 . 736 499 . 763 . vr_ ?XD e� EXISTING 24—HOUR TRAFFIC VOLUMES FIGURE No, 1 r'q 1 ■ ■ ca Q � w a 0)W 5;00 H UR ■ SUNDAY r PROJECT No, P-732 DATE, 8-15-2000 PETERS & ASSOCIATES ENGINEERS, INC. • CML h TRAMC MOSEEM0 • Pte. Bax 21OU (50Il 226-0600 ,v -,r xra ase r»�r MAI• MAIN AUDITORIIAi FA" w a 7AW d e 0 a al THE CHURCH AT ROCK CREEK 36TH STREET LITTLE ROCK, ARKANSAS F a EXISTING TRAFFIC VOLUMES FOR PEAK HOURS OF THE SITE FIGURE No. 1—A WAST 36T14 STREET Q � WEDNESDAY >( a ;WEDNESDAY 5;00 H UR ■ SUNDAY 10:00 HOUR 8:00 HOUR _ o O) °' . 31 . 55 r 31 . 50 v PROJECT No, P-732 DATE, 8-15-2000 PETERS & ASSOCIATES ENGINEERS, INC. • CML h TRAMC MOSEEM0 • Pte. Bax 21OU (50Il 226-0600 ,v -,r xra ase r»�r MAI• MAIN AUDITORIIAi FA" w a 7AW d e 0 a al THE CHURCH AT ROCK CREEK 36TH STREET LITTLE ROCK, ARKANSAS F a EXISTING TRAFFIC VOLUMES FOR PEAK HOURS OF THE SITE FIGURE No. 1—A 35% PROJECT No. P-732 DIRECTIONAL DISTRIBUTION DATE] 8-15-2000 THE CHURCH AT ROCK CREEK SITE TRAFFIC PETERS & ASSOCIATES 36TH STREET ENGINEERS, INC. FIGURE No. CM x aseMC WiGlN&rRWG LITTLE ROCK, ARKANSAS PA. Bos 216M (601; 225-05W ,,.,rx nnrrc +wrax-ua am, 1 PROJECT PROJECT No. P-732 DATEi 8-15-2000 PETERS & ASSOCIATES ENGINEERS, INC. CIM t aPAMC MMnrsra WG P.O. Bos atM (M) 225-0600 13ME nocit AMKLNMB 722n /AYI� ED a Q SUNDAY WEDNESDAY 10:00 HOUR 6.00 HOUR 41 273 44 126 273 . 126 ` THE CHURCH AT ROCK CREEK 36TH STREET LITTLE ROCK, ARKANSAS SITE GENERATED TRAFFIC PHASE I PEAK HOURS FIGURE No. 3 SUNDAY WEDNESDAY 10:00 HOUR 6:00 HOUR 6:00 HOUR ■ I SUNDAY WEDNESDAY lz O 0 10:00 HOUR 6;00 HOUR v . 507 1 )Yq)" 234 110 - 1-9 PROJECT PROJECT No. P-732 DATEi 8-15-2000 PETERS & ASSOCIATES ENGINEERS, INC. CIM t aPAMC MMnrsra WG P.O. Bos atM (M) 225-0600 13ME nocit AMKLNMB 722n /AYI� ED a Q SUNDAY WEDNESDAY 10:00 HOUR 6.00 HOUR 41 273 44 126 273 . 126 ` THE CHURCH AT ROCK CREEK 36TH STREET LITTLE ROCK, ARKANSAS SITE GENERATED TRAFFIC PHASE I PEAK HOURS FIGURE No. 3 WEST 36TH STREET WEDNESDAY v 6:00 HOUR 71 I SUNDAY WEDNESDAY 10:00 HOUR 6;00 HOUR a a 41 v . 507 234 507 . 234 110 - PROJECT PROJECT No. P-732 DATEi 8-15-2000 PETERS & ASSOCIATES ENGINEERS, INC. CIM t aPAMC MMnrsra WG P.O. Bos atM (M) 225-0600 13ME nocit AMKLNMB 722n /AYI� ED a Q SUNDAY WEDNESDAY 10:00 HOUR 6.00 HOUR 41 273 44 126 273 . 126 ` THE CHURCH AT ROCK CREEK 36TH STREET LITTLE ROCK, ARKANSAS SITE GENERATED TRAFFIC PHASE I PEAK HOURS FIGURE No. 3 0 SUNDAY WEDNESDAY 14:00 HOUR 6:40 HOUR A A 00 00N coN ID to co ■ PROJECT No. P-732 DATEi 8-15-2000 L"iPETERS & ASSOCIATES ENGINEERS, INC. • CTM & 784FF1C ENGRERIa P.O. Oft ZOO (80l) 885-0600 iII7IZ ROCK ARKk9SA9 7= MMN AIIDRORNAI 7AD I�B°a =4l SUNDAY WEDNESDAY 10:00 HOUR 6:00 HOUR Al 796 41 404 00.796 404 . THE CHURCH AT ROCK CREEK 36TH STREET LITTLE ROCK, ARKANSAS SITE GENERATED TRAFFIC FULL BUILDOUT PEAK HOURS FIGURE No. 3—A WEST 36TH STREET WEDNESDAY ee P s:00 HOUR AL SUNDAY WEDNESDAY m p 14:00 HOUR 6.00 HOUR N � N . 1479 . 751 1479 . 751 PROJECT No. P-732 DATEi 8-15-2000 L"iPETERS & ASSOCIATES ENGINEERS, INC. • CTM & 784FF1C ENGRERIa P.O. Oft ZOO (80l) 885-0600 iII7IZ ROCK ARKk9SA9 7= MMN AIIDRORNAI 7AD I�B°a =4l SUNDAY WEDNESDAY 10:00 HOUR 6:00 HOUR Al 796 41 404 00.796 404 . THE CHURCH AT ROCK CREEK 36TH STREET LITTLE ROCK, ARKANSAS SITE GENERATED TRAFFIC FULL BUILDOUT PEAK HOURS FIGURE No. 3—A I F1 L4 W V rD rn SUNDAY WEDNESD, 10:00 HOUR 6:00 Hol A A N N V i� O W ■ PROJECT PROJECT No. P-732 DATEi 8-15-2000 PETERS & ASSOCIATES ENGINEERS, INC. • cnU & 7RAMC RMriui8 WO PA Hoz 216M [80L] 225-0500 Urrrd ROM ARMSM 7t THE CHURCH AT ROCK CREEK 36TH STREET LITTLE ROCK, ARKANSAS SITE GENERATED AND EXISTING TRAFFIC VOLUMES PHASE I - PEAK HOURS FIGURE No. 4 ED of� • 47 Enc rb ak Z9 WEST 36TH STREET 3 D a Q a WEDNESDAY o H UR F-1 ri A SUNDAY 10:DD HOUR WEDNESDAY L 6:00 HOUR SUNDAY 10:00 HOUR WEDNESDAY 6:00 HOUR a �, cn o 0 . 538 4289 . 304 181 7 538 . 284 . 304 . 176 10 - PROJECT PROJECT No. P-732 DATEi 8-15-2000 PETERS & ASSOCIATES ENGINEERS, INC. • cnU & 7RAMC RMriui8 WO PA Hoz 216M [80L] 225-0500 Urrrd ROM ARMSM 7t THE CHURCH AT ROCK CREEK 36TH STREET LITTLE ROCK, ARKANSAS SITE GENERATED AND EXISTING TRAFFIC VOLUMES PHASE I - PEAK HOURS FIGURE No. 4 SUNDAY WEDNESDAY 10:00 HOUR 6:00 HOUR N N -4 N L4 N VO O ■ arm AUMORM eHrx Q 7AW B o rwiv[ . 1422 1491 . . 1671 1817 . PROJECT No, P-732 FULL SITE GENERATED PLUS DATEi 8—I5-2000 THE CHURCH AT ROCK CREEK CORRIDOR 2015 FULL BUILDOUT PETERS & ASSOCIATES 36TH STREET TRAFFIC VOLUMES — PEAK HOURS ENGINEERS, INC. FIGURE No, CTM s 77tA1:tc ERGD03MG LITTLE ROCK, ARKANSAS P.O. Bas MM (601) ash -0600 4—A Ul=na anxanaaa mast WEST 36TH STR.EEI" �� SUNDAY WEDNESDAYa 10:00 HOUR 6:00 HOUR FWEDNESDAY rA SUNDAY10:00 HOUR N 00 1 ■ 2085 . 2016 . rCD 2147 . 2116 . arm AUMORM eHrx Q 7AW B o rwiv[ . 1422 1491 . . 1671 1817 . PROJECT No, P-732 FULL SITE GENERATED PLUS DATEi 8—I5-2000 THE CHURCH AT ROCK CREEK CORRIDOR 2015 FULL BUILDOUT PETERS & ASSOCIATES 36TH STREET TRAFFIC VOLUMES — PEAK HOURS ENGINEERS, INC. FIGURE No, CTM s 77tA1:tc ERGD03MG LITTLE ROCK, ARKANSAS P.O. 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