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Arbor Manors-CS061020
2 ~~~ 2,Ib 41 ~d-,~~(~ -~ ~ ,z~- 6~ 1 b~ L~ gs ~'~ ~ ~ ,23 ~¢. L« ~' ~ ~~~~ ~ ~-~03 .. , Iii ~ _ ~ OS -t Z ~ 1~ 2 c~J 1 ~ .4 .~/~- - , ~~ S•1'~ G zoo s . t S~~ ~~ 1, i1 ~ ZZ.S v~ q ,c, 3 `~ 1Z s ~' 5 ~ ~ Pr"~ Rrn 9 4 2b3 ~~'3 ~= ~.- ~ -05 ~ ~I~o.3 5S fi ~b~ ~~S r 123 = 4~ ~~~ -~--, ~_1Z Z b.3 ~ lp~ ~~~ ~ `~ f v~y.k 3 o t` zt~A~~ -~~~ n~s~ SS I E~ ~ ~~ ~,.2'~,-,P1b 5~ u~ o~ ~,~. Z~~ _. _ 4opao ~~~iD~7~~a~ ~1 '~ I~~ ~ 1 ~, V I ~ ~~ p yd ~ ~- 765{273) / t ~l a II ` SB ~ y y ~- 396(29x) (205) ~ 329 1 Z`~!'p ', Q. I-- i .7 L fJ, 183(266) -~ 25(371) -> 7 ~ T I NB R ~6~~0~ _` ~ 1 175(90) -~, $ Fc v N . Q y ~ E8 ~ .. ~ a ~ - 'a. r n__r., I I.,Lo i?narl 7,468 ~ L,'J I ~ ( 1~ ~~J) SITE Drive B Braewood Drive Wynnpage Drive Exhibit 4 Existing (2006) AM and PM Peak Hour Volumes The Ellington Development -TIA z~ ' 25°l0 W8 -a / R/\ SB F--(1X) ~ _ --- ~ 39 ~ ~ ~2 ~ 7196 1% ~ NB ~"' 1" 9% - a° ~ N 24% ~ ~` ~~~-k °°' C O EB ~ a ~ / > ° ~ 30% 25% °` Sandy La a Road ~, ~ __J- __ we -~ SITE ~_ SB a. Drive B Braewood Drive (a%) s '"; f 7 NB Wynnpage Drive EB ~ a INBOUND(OU TBOUND) 20% TURNING MOVEMENT ~ ._. _. PERCEfJTAGE BY - ARROW DIRECTION ___ Exhibit 5 LECEND Site Inboundl0utboundTratfic Distribution and Global Trip Distribution wrERSEGTwG srREErs The Ellington Development -TIA ~~~ DIRECTIONAL TRAVEL ~ AM(PM) PEAK HOUR DIRECTIONAL AVERAGE DAILY _ TURNING MOVEMENT r~ TRAFFIC VGLUME VOLUMES BY ARROW XXXX III OI REC TION ~~© 8I1 SCALE : N.T.S.