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O 7 n -0 (D O -} � p) n O n O <- c Cl) n (D `CL n 3n cO c < I (D v 0 + - c (n (D (D to _ o) om D (D n (D n CD ( t (D ( � D Dn IS + to + -o --i Z + + + (o 0) -• 0) --1 n 7 1 7 O c O O U C S =r 1 S m S s 1 (p 1= tT 0c O m 0 1 m m m+ (D 1 0) O - of m m w= m c- O 1 1 0 1 n —• << —. CD -+ v to 1 1 1. m - < n -• to _. -+ m (D 01 m m tT (D 0) -+, , In < m m 7 0) O to - _- + a C � n tV• 00)) 0) + '� O n Cl-1 (D ` 1 01 -0 m m S 0) .. 1 3 3 7 `< n 1 m n n -+ -" m m m 0 to O =- S E -+ (D -. — 1 m 0) 0 "+` o to d S < Ln 0), N 1 CD a 7 D S ++ m f1 En VI m m 7 -• Ul j 1 n n n 1 0) n (D S CD O) -} 0) CD CD3 � m a a N E n n p Q CD O C --i. (n 0► 1 :+ O + 0) 0) -F m n to -a -+ to -+ (p ;+ 1n '� CCD t{ Q (n m -+ - 4 1 O -+ � m '< to 1 n (D p �i o) 2 O O� O C7 CrcL to p -n c (D CD Q n (D 3 � + Q O, (o O (,D D �+ o n � to 'I < n m CD o c to m °�' - m 0 m ((D CD (o m 0) O 1 0 Q(D a k D s N E• 3 m O _ to m O 0) ` + , � c CD 1. m :3 0) 0) -• n -• 0) -F (D X 3 (D 0) -+ s d � p O 0) n N -+ n s — -.cl- __ O CD a+ -' f 1 ^< to — m + v,+ (n c E (D to c � -+ (<D = n m S 0) � C p -+ N (D X, 0) m n tn m to , v O m to ((DD (D a �. to — to E m to -(JO O,j 1 7 v a (o to c -� 7, _. c m 0) -+ 1, m + 0) 7C � m to O Cl)o n �+ N� 0► j to O n N E 1, _ m n n O m E m m n v Oo —m O m c m � (D � n 1 (o n to m v Q �O nn D X 0) o m �+ In O �0) o t o 3 -3tn < n a � p n (D OEl LnO -+-* vWi O lNn m n 0) 0) t0 p f m 77 O E 0 0 n CD C m O O m m O 0) m o 0' C) CD O C)O M - 1 d (0 (0Q p ± (D m _ O� tn { � , to U' E m + m O+ O m pj c 77 m + 7 n 7 p m -• (n c O 0) F S S 0) + n 1 In n m n : p m m 1 m O -nM A D n CD m 1 m n , o) m �_ + 1+ 1 :3 Q D :o.+ n 1 n)— E c to c o) -h O -+ co m c c m -�f v _ �. tT -+• O �, S + 1 to + (f1 + n -• m n 7 c -. + c -. _. S 7 7 o n S (0 0 to (n m n m 0 m O 7 7 =� O TABLE 1 PETERS a ASSOCIATES ENGINEERS, IW. PROJECT ND. P-181 KRZT, 1997 1-430 d S}VCKLER= ROAD TRAFFIC GDOAATION ANALYSIS SCENARIO A - 100 ACRE PCD 24+CLR TWO-WAY AM PEAK HOUR R4 PEAK MR DRIVEWAY VCLL ES TRACT ACRES IJSE SIZE TRIP RATE N34" OF TRIPS TRIP RATE NJOM OF TRIPS (W. FT. ar UNITS) IN OUf IN OUf IN OUT IN OUf RATE TRIPS PCD 100 RETAIL 925,000 0.38 0.23 352 213 1.53 1.59 1415 1471 37.20 34,410 RETAIL (OP) 20,000 0.00 0.00 0 0 2.40 2.40 48 48 40.70 814 0FFICE 335,000 2.07 0.36 693 121 0.40 2.34 134 784 17.24 5,775 H)TEL 250 0.57 0.2B 143 70 0.36 0.37 90 93 10.50 2,625 TOTAL 1,197 403 1,697 2,395 43,624 s I Wil in 11 A v A-I-I� o X v A (D -• — 00) (D 1 x °a + -+ In + � � 0) (D 1 (D (D ° 0) -F a X -+ A — -t, CL � (D (D 4 IZ 0) r°. A !n 0 ° (o a + cr (D m� v n m (o v CD a -1 - o -+ (D -+ { A A to O o tT o ; N a O -1 A O 0 -fi O (D + -- i. 21 =r_ O a + (D O (D O A !n n (D (D + � of N N dt In -i to -h =r (D (D i� o -' to N O p 3 CD of m 1 -+ 1, m � A (D < < (D 0(� n to — C F 01 + A 'v (D 0) + In In + -. (D El 1 (D (D S O + 0) (D (D 1 -G 0) S -+ -'• =r + d Cr� ° C d cD + O -F = , + 7 1 =r (D + + O (D 0) O o) In > 71 (D -+ S (D -+ -�, n n c cL O A A CD a to CD 0) 01 7 In CD+ ((DD In -+ -. 0) (D 0) 1 (D (D 7 d ID = `< II kO OD -I CA Is A W N -� D It m 11 -0-� > a 41 - I N LN VI In N W .-. N 111 J� W II ;o 11 co ON W �1 -' Oo N O A -' 11 m 11 n II (n 11 II 11 (n II Il I - II 31 51 Z N N I N 1 W N I II 1! r- m N N N N N II C II C II (n II p N m 11 my n 11 u z I I II II D W W W N II -1 (n II r- A -1 -.1 VI Ch II O (n II -< Q• Iv O N ; II I1 (n Z N LA 41 W A N VI .91 W OD CO A II — m m n cn W W O W A ON O" W l0 N II O) Oh IV Oo ON In OD W ON tO O II N I I 0 m In In O a) °,' m n (D In 0) In O O + f C (n m In a L a a =r m < m (D N _ E O ° y F3 In =3 (D + Cl) + 01 to IZ In — (D (D In A ° + O= + CD n -1 In + fi 01 In O -• to 7 A c O 0) (D -h to o. to (D O 0) + (D 3 n n E v cD -+ c 7 (D t O -� c (D O, 0) 1 (D 01 O 1 C IS to N + Cr < -4+ -I - 0) - (D ' o) m - 0 g 0 - - < a -0 O O--x 0 p 1 1 x N 1 x O 03 (D 0) :3(D m m 0 - O d -+ (D _, x (D 0) (p (D c 3 -h (D (D tn 0) (n (D n O 0) CD (D -< -+ + 77 0 3 a -* N CD In -+ E � -� , �• g U,i -3 , m M � N+ to A n tn 0>> (D 0 m e -+ � 0) 0) � 0 (0 1 (o 00 � a 7 d Ln -• < + 1 + (p (D + 7 + + — -+ — 7 1 0) CD o O A to nc ai c (D ,c O � 0) n ° U (D < (DOcD 0 In 0) CL In (D 0)0� c O ) + 0) (n � 0) 0 I -n4 ,m - N + n ntn p nF0 n am C) 4O to CD � r-(DD< (o <O m -0 n -0) OO + rl(Di' Oa cD (n (D = CD (n CD 0) O CL (D -0 (D c 0 + O, O 00 CO 0 O In 0 o) m; N N c O. `O. f m < S -I 00)) to { (Mn N + m -00 � � CL 0) a u► c CD (n (n S 0) (D 0) (n 7 (n (� (n O � 0) CD + O , v + � O of v -�. + CL a + 0 co - 0) n 1 -7 (D �< O 0 0) O (D 1 CD 01 p — Z- 0) F to °-i', 0) + + ' C n m d + ; °a 00) n N U)i O 00)) 0) Ul O y, 1 S 1 0) 0) + (D X m 1 O) 1. (D C (n En0 — 0 0 — -+ Q_ + - { (D -ti (l -0 (D 0 -f' a (0) m - n S y, + fi + O N O — + of v— 0 O O x -I (n N S 1. -' � < N lrl 0) c _ i C (n (n 0) (n m= O O 0) -i W- O m (n � n+� (n O n (n - a + < (D 0) + S (n (D Q 1 m c B n O m S � f - N S 1 -+ S O x �` CrN m N (n �. (n m n - m - to O N 0Q 0 a '1 - O O � (o n O O _ m t+ao a - + CD ( (D (o m L= o) E {m O (D m c C oO) a(D n n O <m mp O O_. - OO<co �:D(D 01 ( a cD a S < 0 x a a o O0 n n CD (D m a (.gyp a 00) 00) CD o f ++ f + O Q O S (D + Ot O Ln (n = + 0 ) -0 O m O (o CD (n + (n m c - (n f s -0 < tn N c + -►, + + O (<D � (n 7 a' ' (D (D (D O0i o -3 '+ 7 0 � � ((DD M 00) O CD to (D m o (D - + Cl. 0 0 + CO 1 Ln -0 O� CD 0 , pm LnC CD > p � - + ++ - _ NO -} 0 — O O 1 O (n 0 la a '0) + S cr a 1 � + of 0) (D p (D X c zi p -• (n (n z- p m a 1 1 (n n n 1 - m + a -i. (n m m (n . 1 1 -< m m (o S 0 m (n In I WA Ol to (D u ;p ;o -4 N cn > 0 > ;o :3 v to v n { -I + n + + - S - 077 ) Cr -} I _ O + O — O — O ` In -1 -h c i, c cn n O m m OOi O .cF 7 m+ a+ S Ol m cu — 0— + j m S tT 3 3 m 3 m tT O c �_ m O� m m O + O n V1 c m to to C n+ — m O + 0)m 0 O (D a n , + to to d + O+ 3 O + + 0) tnO1 to O O v C cu `• + O, -1.0 7 to O O c n 1 =r + + EnC 1 (OD — CD S 01 to 1. i. 7 m ^ In O O W, 1 m a m , m W 0 -1- 1, O O O A A A m a O to t0 0 0 0 c E T -• r -< n O+ a — + n a — m O -• m O •4, 1 m 0 S O m 3 m 1+ cD tv m a to m — N a1 O• n O+ a O — a m _a — pmj (gyp .< m + + m to m a O O O O O 0 0 0 �. O r CD 0 � a _ _ ; _ 1. tT < n � + � _ fl + 4 -1 1 ko � Cl tp � � n n � (+D ry �S Cl 0) co m Q— n-+ c+ v N -ti �I + n W 0 c S N W CD m n p�-3 n X a-M N 0 + GAF O (n : n O+ 3+ c n 0 CD D O O O + O > > a n � - -�} + 3 -• :3 m• n CD (D Ol o + O _• In 3 O " + 7 n W � S — ` , , n cD < CD p (D O) 0) `< —h O m n< < S In_CO n a m m con c -1 n O m i fi S m -0 a a -. -• -} (+D n ^ CDn CD c + CD 0 + cD n n n (,D E + O (7 , to to O 7 a m fi a) to -1+ c--. (D d O . o� m -I � O -m�. , 0CD < + a n a to O a E (D p + n CD —(<D N (�D S A 3 Ln • • (� 3 (D c — S p� ++ tin O m m 7+ + O E N + 1. > > a of tL (D c — (D to c -0 Cl- 3 c to - { En O O N 0 0� m m m 0. + n a - 3 < -I -I m 0)'+ + m o� m+ m�. � n -m+ _0o -O+ tv m to n, a O m O n v v O O( E CD < < < < CD n� CD CD O o + CD c 13) n n S n S -0 3 m ' (D 3 (D CD m to to + to + — I m 7 1 :3 n m tw + = Q -• tv m to o -< a -< -+ PETERS 8 ASSOCIATES ENGINEERS, INC. PROJECT ND. P-181 X)STIN DEVELORkEM OOWANY M7943ER, 1%7 TABLE 3 INTIERSECfION TRAFFIC vCL(rE SI fM PM PEAK HOIR * DIRECTIOJ INTO. I INTERSECTION WE * NERIHnW SOIJ1FBCiJTO EAS1MW TIESTEUM * LEFT IM RIGHT LEFT THR7U RIGHT LEFT THRIJ RIGHT LEFT TFRJ RIGHT 1 9iA0Q.EFORD ROAD d 1-430 (N( M) * 1967 EXISTING TRAFFIC 18 266 355 469 53 74 * 10 YEARS @ 3% BkY aUM GROl H * 6 91 0 0 122 161 0 0 0 18 0 25 * 100 PORE PCO GENERATED TRAFFIC * 473 410 0 0 266 0 0 0 0 635 0 0 * OTHER TRACTS GENERATED TRAFFIC * 18 201 0 0 696 197 0 0 0 305 0 393 * * * TOTAL FROMM TRAFFIC 1997 * 515 968 0 0 1,439 817 0 0 0 1,211 0 492 % BY 100 A0€ POD * 91.8% 42.3% 18.5% 0.0% 68.9% 0.0% ■ * 2 9ip0aRUD ROAD 8 1-430 (SOJTH) * # * * 1907 EXISTING TRAFFIC * 102 99 198 201 217 2 4 10 YEARS @ 3% BKMMM GMM * 0 35 20 68 69 0 75 1 1 0 0 0 100 ME POD GENERATED TRAFFIC * 0 851 856 0 1,101 0 0 0 355 0 0 0 OTHM 7RAC7S GENERATED TRAFFIC * 0 155 30 557 342 0 120 0 39 0 0 0 ■ * * TOTAL FRDJECI® TRAFFIC 1997 * 0 1,154 965 823 1,713 0 412 3 399 0 0 0 % BY 100 ACRE POD " 74.6% 88.7% 0.0% 64.3% 0.0% 0.0% 88.9% * * 3 9iAOQHORD ROAD d PEAGMEE 1957 EXISTING TRAFFIC * 6 250 824 5 18 27 10 YEARS @ 3% BKPMM GRAM * 2 89 0 0 283 2 6 9 0 0 0 �A 100 ACRE PCD GENERATE) TRAFFIC * 20 402 0 0 25D 0 0 0 17 0 0 0 OTHER TRACTS GENEWTED TRAFFIC * 92 410 0 0 654 33 72 0 176 0 0 0 * TOTAL PROJECTED TRAFFIC 1997 * 120 1,161 0 0 2,011 40 96 0 229 0 0 0 % BY 100 ACRE POD * 16.7% 34.6% 12.4% 0.0% 0.0% 7.4% * * 4 9VCKLEFCRD R(W d KOGER ORIVE * r * 1957 EXISTING TRAFFIC * 25 390 555 28 100 172 10 YEARS @ 3% BKXMJ D GRC(RH * 9 134 0 0 191 10 34 0 59 0 0 0 100 ME POD CEWWED TRAFFIC * 6 163 0 0 103 0 0 0 19 0 0 0 'A UM TRAM GENERATED TRAFFIC * 65 421 0 0 369 46 117 0 248 0 0 0 r TOTAL PRDJECTM TRAFFIC 1997 * 106 1,108 0 0 1,218 84 251 0 498 0 0 0 % BY 100 P0€ POO * 5.7% 14.7% 8.5% 0.0% 0.0% 3.8% ■ (Contd.) TABLE 3 * •-- --~ DIRECTION v * INT. # INTERSECTION NAME * NORTF6M SCUTHnJ D EA MBOW WESTBOM * LEFT TH U RIGHT LEFT THRU RIGHT LEFT TI-M RIGHT LEFT THU RIGHT * * 5 9•WOCLFFORD RYD d NORTH LOOP FM * ,� * * 1997 EXISTING TRAFFIC * 110 222 10 YEARS @ 3% BA10[IND GIO M * 0 38 0 0 76 0 0 0 0 0 0 0 100 ACRE PCD GENERATED TRAFFIC * 4 1,158 0 0 783 539 489 0 3 0 0 0 QiFER TRACTS GENERATED TRAFFIC * 4 225 0 0 212 122 52 0 0 0 0 0 * * TOTAL PROMED TRAFFIC 1997 * 8 1,532 0 0 1,293 661 541 0 3 0 0 0 % BY 100 ACRE FCD * 50.0% 75.6% 60.5% 81.5% 90.4% 100.0% * * 5A S i OQEFORD ROAD 3 SOUTH LOOP RM 1997 EXISTING TRAFFIC * 110 222 10 YEARS @ 3% BA0aaW GROM * 0 38 0 0 76 0 0 0 0 0 0 0* 100 ACRE Fm GENERATED TRAFFIC * 60 737 0 0 395 391 428 0 62 0 0 0 * OTHR TRACTS GENERATED TRAFFIC * 4 226 0 0 212 122 52 0 0 0 0 0 * * * TOTAL PFmJECTED TRAFFIC 1997 % BY 100 ACRE POD * 64 * 1,111 0 0 905 513 480 0 62 0 0 0 93.8% 66.3% 43.7% 76.2% 89.2% 100.0% * * 6 9ieMEYORD FOR) d 361H STFEEr 1987 DUSTING TRAFFIC * * 2 89 42 64 80 5 10 8 5 18 8 47 * 10 YEARS @ 3% BAOCUUM GUM * 1 31 14 22 28 2 3 3 2 6 3 16 -4 100 ACRE FCD GENERATED TRAFFIC * 0 78 0 25 54 0 29 31 11 0 0 49 OTHR TRACTS GENERATED TRAFFIC * 27 44 6 103 53 59 60 159 17 10 171 74 ■ * * TOTAL PiDJFM TRAFFIC 1997 * 30 242 62 214 215 66 102 201 35 34 182 186 % BY 100 ACRE FID * 0.0% 32.3% 0.0% 11.7% 25.2% 0.0% 28.3% 15.4% 31.7% 0.0% 0.0% 25.3% 7 36TH SfREET d LOOP RAD * * * * 1987 DUSTING TRAFFIC * 11 23 10 YEARS @ 3% BAOQMI D GUM M * 0 0 0 0 0 0 0 4 0 0 8 0 100 ACRE PCO GDERATED TRAFFIC * 0 0 0 43 0 31 47 0 0 0 0 29 OMER TRACTS GETEPMED TRAFFIC * 0 0 0 24 0 1 24 200 13 0 192 103 * * TOTAL PROJOW TRAFFIC 1997 * 0 0 0 67 0 32 71 215 13 0 223 132 % BY 100 ACRE POD * 64.2% 96.9% 66.2% 0.0% 0.0% 0.0% 22.0% of cc) m L_. g to 0 9 n< g c -1 O (n v = -I < a O En g ty -+ O O m u, 7 n m-3 0 S O 1• _. (n 0 7 3 <'I m m n 7 0< m - of x c m m -• 1 tv to v 7 CD to (D -+ umi of co o � to n m _. 7 m co �, -. : m a o 01 to cn + -+ m � � (D f 7 _ � co < •< � c m v to of - _ A -` -• �/► ` m 0 � W OO c c C) En I (nD ur spit — S E !n C- In . F O� n — -- n O - 1` -• m -• O m a -f + m 0 0 c n O C ,c < (D 7 m O n N v m to (D , c� -+ (p m c - Cl. O , -+ O -0< � m m + N ,� to 7— n 1. -+ + p 1. S • 3 CD 7-V- 0 p n � (D n m0 -i .c m n p m- m n (7 O 0) (D , 1 (p — C) p p 7 7 N m A 0)m (a m In � CD (D kA n ID tn 0 N .. n 0 _ 7 � N N m 7 �� C)� -F — 7� m -+ f orn <� m+ 0S c n m- 0 m 0 7- O n + O - O N 1 , (n 0) a S f _ (n In al n — ' D _ � + of 7 c<D _ + o n CD Q � m S— f O to 7 ((n N 7 m 0 0 n (+D n��, +, O �� m j0 n n CD -< s m' -+ — 01 m 4 m m m a to m + m - co -3 (D a tA n O co C v — m + of O --+ m N m> m n O% -. F 7 to d m O } I O (n m 10 N • < pt < n (p to 1. 7 -• m p S -+ m 0 + m (D v n 0 — -gym+ cr + c m 0 m n 7 c m m a -0� -+ O v O oni O n 7 0 S m � 0 + X + m n ty n _. d ..+ -i. (n 7 + 7 n CD m =tnco n S (p -• n (D cn -i O �in cx. <�+ 01 m N-3 m 00 Z +-i. '7 mn p < CD - m < C (D _. v co 0 (D (o 7 (o < 0 m vCL O n p Iv N c,D A D A cD — n + m 7 S (D o� O+ CD 7 m -� (o m C) (D f + to m 0 7 O O 0+ n c O++(n W O0 S O C 0 c cD to -� O + — (D , m S+ f O� m m S O s v n — <• 3 3 of � m C: p -+ to (mD l< (a -+ O a m n m -+ (OD 1 O O O �► -n 0 D 1 1 I I I 1 0 n N (<D c O O 1 1 m 0 7 0 0 A A o) co n O WO � ; n 01 pSj (+D 7 (Dm 0 0 m "-+ 0 0 m 7 h o (p m m -1 C m -- n � 7 O 0 -m+. In N O m+ n to -1 vtn v n c< 7 M� n O p c0 -mi. 0 CD n n n a m n— n 0M 1n -+ n co .. ,-, O C)� En 0 = n to O 0 O O -* -i. O En X, cn Z7 Z7 S — 7 .. CD -7v v 77, O to � � 7 7 Ol N m n Ol n n 7 7 1s _ n n O M Cn (n + (n N a N n 1 n o w m ;u to N X- >r n 0 O — n S =r 0 0 o o 7 D N n n 7 7 1 + + n n m m CD N d 0 0 CD m a n of m -+ n n to + to c —I S -• 0 -• In %A W o) n p) �< m (p + 0-1 W CDp= N O O= m n c (p + O n .� n S Ip, n (D to II,O < m 1 c n < `. c (D n m p. c n O -} O --h (D m < CD m 1 + � (D CD tL -1 to o! n _. -�+ 3 9 S m s p •i _. In — -�. v n — (D + N C 7 ° m S —• n 7 > m m (D — m (D m— (o N -' 0 -+ m W On) n -I_ (D -n N c n p -1 N n m En n+� to O CD N_ -0m CD O 0) Ln II CD _. 1n E E oo -,+ Wm n WO -fi O '< m n < m -+ < n, n + 7 p -• O c `< E o) + to 7 to 1 c + n O+ (1 gE `� O _• -� -i. -� 0 _ X -3 (D n) � + � n — ° O m CD -1 (D ` n j 0) tT + n , 0) .< 0) n S S < v 1 n C .mom, 1 _. O (D S lT S of n < O + + m y �} Q+ gy m+ (D m O < n O + O O 0) (,D ' 1_ < { n (D n CD B O+ m 0) -1 n X, + a v 7 O to (p O, -ti —1 ;D - S n � �} +_ m + 1 o► — N < -IO (D c — or O n OCD c to O — O to + — ID o) o m + (D + (D n m — 0c -� (� of ,� 1 m 1. (D � N O S <D £ — a N v O� 1 to c 0) -. 3 (n — < `� O — = CD (D np to E p � to N 0) p) O ME_' N < Om) > > : CO (n — O � + m n + 1 E + 7 n m + � m 0 + . n S(D —++ S to 1 =r m m -i. m � — (D O E < m ((DD < 0)) S+ m+ O - n 0 (n .+ E m N 0) m O (D =1 n to — gy + m- — �. _. 1n S m 1 < m E _' E p m 1 (D n S m + (n - O� 1, v c d ° n m (o v 1 to � 1 O — n 77 ° ON _" + c to tn D t7l '< 01+ + ° °) (� < n o < w + n c f n -0m (nE o°i CL O m< S to CD 1 N m — (D 1 + S s v s Q— 0 n m v + O n E n m c < (D m pnj O n p) m — N 0) , O O + m O — (mil n (D — o) 70 m _+ n 1n O m -• — O X < o O c (n '^ m (<D A= MO n O O 3 (OD + -o-0 to O S n m []) n 0)m O O CD r p O <(D to 0) .� m O n �, < + + to m 9 O n S 7 _• O -�• 0 B c s— m �, c � n CD I n m E n O n (D +- c 0 -+ + m � O,� O n (7 m C of n of M to m n -• — or E ; � n m n n n + _ n a N OS E + + < + of + ` O + ;V (D _ < (D ,O c (i x W S m m -1 m — -% -+. S p of 7 n ° N � -0 O + m _ n S + _. + 1, o) ++:3 o) O _0 1 (0 S — '< _. O -0 (D -- v S E v m C — � as ,+ O (D o of < CD tn ,�S O r O� -+ 1 0 m to m mto(n (D to 01 + n n c= n c OO dn CD X S p < O n >> n + of 0) =CD -+� E S o CD CD 0 1 — A tS + m -• 0) m o) m m d + d O M S (D n 0 m 1 m m m n 0 to =3 + m= m 0 to Z) 77 PETERS 8 ASSOCIATES ETGINEFRS, IPC. PROJECT ND. P-181 AUSTIN DEVELCFT M OCWAW SEPTENFO, 1%7 TABLE 4 LEVEL CF SERVICE 9~ PM PEAK HOUR +� DIRECTION INT. INTERSECTION WE * NNTHEI 11FO suiR6C1)PD EAS EKM WESTBM * LEFT THRU RIGHT LE177 THRU RICHE LEFT THRU RIGHT LEFT THRU RIGHT +� 1 SHAMEFCRD FM d I-430 (NORTH) * EXISTING LEVEL CF SERVICE (LOS) " A A A A D A * LOS WITH 100 ACRE PCD * C A C A D A ■ LOS WITH PCD PLUS 11 OTHER TRACTS * D A D A F A * LOS WITH 36TH STREET INTEIXHN4 E * C A C A F A 2 94CLEFM RED & 1-430 (SOUTH) ■ N EXISTING LEVEL OF SERVICE (LOS) A A A A D C A O LOS WITH 100 ACRE PD * B A B A C A A LOS WITH PCD PLUS 11 OTHER TRACTS F A F A F C A LOS WITH 36TH STREET INIEFCFWGE • E A E A F E A 3 944MEFCFU RED d PEACHTR E +� ■ EXISTING LEVEL OF SERVICE (LOS) A A A A D A LOS WITH 100 A" PCD A A A A A A LOS WITH PCD PLUS 11 OTHER TRACTS C A C A C A ■ LOS WITH 36TH STREET INTEIMA GE • C A C A C A ■ 4 9460QHUU FOD d KOGE R DRIVE r ,* EXISTING LEVEL CF SERVICE (LOS) * A A A A E A a LOS WITH 100 ACRE PCD * A A A A A A LOS WITH PCD PLUS 11 OTHER TRACTS ■ A A A A C A LOS WITH 36TH STREET INTBUVNM * A A A A C A (Contd.) * DIRECTION I NT. # INTERSECTION NAME NDRT1 BQ M SaA 6 m EASTBOUND WESTBOUND * LEFT TIM RIGHT LEFT THU RIGHT' LEFT THU RIGHT LEFT THRJ RIGHT � * * 5 9iNOCLEFCFa RYD & NORM LOOP ROAD * * EXISTING LEVEL CF SERVICE (LDS) * A A * LDS WITH 100 ACRE FCD * A A A A C A * * LOS WITH FID PLUS 11 OTHER TRACTS * A B A A C A * * LOS WITH 36TH STREET IN ERC14ANX * A A A A B A * * 5A 51-I MEFCF;) ROAD & 9Qf1H LOOP FM * * EXISTING LEVEL CF SERVICE (LOS) * A A * * LOS WITH 100 ACRE FCD * A A A A B A * LOS WITH FCD PLUS 11 OTHER TRACTS * A A A A C C * LOS WITH 36TH STREET INTEFIQIMGE " A A A A C C * * 6 SHACKLEFCRD ROAD & 36TH STREET * ■ * N EXISTING LEVEL CF SERVICE (LOS) * A A A A A A A A A A A A � * R LOS WITH 100 ACRE POD * A A A A A A A A A A A A * * LOS WITH PCD FLUS 11 OTHER TRACTS * A A A A A A A A A A A A * * LOS WITH 36TH STREET INTER!}VPGE * WA WA WA WA WA WA WA WA WA WA WA WA 7 361H STIREET d LOCK ROAD * EXISTING LEVEL OF SERVICE (LOS) * A A +r * LOS WISH 100 ACRE FRO A A A A A A s * LOS WITH POD FLUS 11 OTHER TRACTS * C A A A A A LOS WITH 36IH STREET INTUCHAN f * D A A A A A o, + --1 0) -3 - v O -I a -. :3 --I :3 o „ E + D m a -• 0) -4 n =- D- n (D m O n =r M m m- (D + c S to < (p (D n s L. (D (D < 0 + to n - < + D! (D 0) S + _. p) in 0 m c- o - m- _0 o-� CDm 0 (D _. O (n 7 0 tT O A p �G (D -• (D O O r 0) + +- O (D - E En 0 N N tn t1 E n (D + N E n 7 lD + X j �, - (0 (D (D ((DD fD -�f. + j -• 0) (n - h + + (D + (D O (D - (D j np 0) + + to n (D +< . � 0) 0) CD + m O - X CD o) (D +O C n O o tn • -0(D = vDn (D CD O E 7 O� (D +(D tn CD In (D (D +S � o (n O (D (D m (D < (D E cD E 1. + In (D + 2 - O - O + 1. O - (n 0) + � N (p p � N _� to (n X to O .3 � o - 1 0) (D ,� (n + o) + (D + + O0 -10 (D Cl), -�, N 3 n o 0 N CD 1' (fin < SADCD + (o O to CD -+ -, N+ O- - u► En O N - ( ((DD 0) - n 0) - CD Cl) En< N -h m 7 1 n 0--+ n (D In E a+ a- _, 1-441 -�. cD N o O, + (D O ((DD <O to (D :3> !n O CD a N c (D (D O, C cD o (D Cl) N + (n to (D (D n (D 0 -1 (o N m -O+ + n O± p O v -(. (n O CD .� Q •< of = O ± O c (1 In 3 O 1. (D (n (n (D n E O � (D + 0) -7 (n S (D n � �• O O m O -+ _ c O O -3 0) v CCD E m (On CD C co �. o 0 - n �` (n (D CD n< m< '� m � n + co CD 0 N Cl- < n X- t7 W O n - O + ( ( -3 c (D O .+ . O + O c + In oO o0,n Ol 0) n 7 -i. -41 Cl) Cr - + c � + to (D -3 -• p (D -)• < o Cr (D , -3 � � c 0 (D0 0 N In o � ME� cD n (D 0) 0) 7 n < (D (D m -. = > -• 0) + � (D -. (n O o) O - .� > (D 0 (D � � to n n - (D ' n C > (n (0 (+D 1 - 1 � at -3 .0 En 0) ' 0) N � <O V) Cl) -' E 0) + CD U O O n -i + (D n y, 1. - 1. cD (D 0 0) n 7 _. S to O N 0) j � + -• 0) + �, 0 (D A + ((n O p to (D � d � (n In � n E 0 0 0 (D � (n W B + O v O 0 _ c� n{ 0) O c o + E CD 3 (n0) + < CD (p IE � (n - a O (D (O 0 0) O (D 3 + 0 + (n= 1. n (D = + + n C- . (D fi =3 + =- + O Cr 0) =r + m -• 0) O =I- Ot (D O (D c + at (D 0 + (D 71 (D 0 + (n :3 -3 (D (n n -3 + - to o + 7 X 0) Cl) 03 -, to n n n 7 co O O O + n n n 0) O O O o F E 7 n CD + - (D O �G < o to � n X 0 (D + CD o (D -1 n - Ln + 0) I (D n = n � < (C) (D (D - O (D n Cl) (a (D N W t1 - (D 7 !n (� n 7 t1 "h + (D O O O O O O c:3 CD 0 9 D a A 3 — r- n O-V 0) 1 a (n O n) - -• O -. p - O c -3 = O ui CD - = O C of , (D -+ v { < L =r { -+ cD (D Cl) Z3 (D n tZ c -+ ttn 0 (D � O f -+ p (D -+ O n l�n dSS Cr (D ze _0 (D 7 OO) (D (_tn toO n— 0) :3 (D (D O c to n(D N 7-0 ((DD n "+ o) Cl)tnn (n l) p (D t tv -0 COLD - — v c -3 (D to — O n -. 00 tn fi O a v (n+ { a CD n � < (AD � n (<D In -4. j (D < N tpo to �' 23 (D A O(n N p n S (D f — re v N N O p O (D 7 O to d cD — 7 n — (� 3E_tn (D o (D (D n (<D (n — -. v O > > n 1 o to 9 + -+ O (o O (D-. . (D (D =r (a > > > -i. (D O (D CD � n { -F N 0) 0) 0 O3 O p -. 0 n -+ - :3O! n a y. v O 7 (O 7C - :3 0) p + (a (D to a -0c p Cr �. � O Vt 0) 0) -. :30 E 0) n < n + O (D 9 N 7 7 ph 0 — (m D Oi � -p E 0) (D a — cn v n -. -1 p _ (D M p 0 - N — O 0) to ((DD 0) OL O -. c -F tT f Q 00) O :3 '1 O (D — O (n to v (a O O O 11 1 1 1— 1 I N I I I 1 r r---V -�+ to (p -n o z;o v o— O O A A 0) — -F c < — ca 0) 0) A v v W L4 0 — (D + (D (D -+ — — lA C) O ::r 1 -f. C) 0) 0) 0 IL - O Op O� c n 0 0 0 N 0 n C -+• -+. CD cD (D� { n to tOn -I- -+ n to n to to v n -1 c Q Q 7 0) n - c S O O — 0 -3 -10 o — 0) �_ a p O c c N O r cD� _� pj 7 (+D 0) (O Ui -h CD 77, a re n a n a -I -+ •• - -- .-. .. O O = -+ (D B + - > > -n "h 1. n O D) C- (n N C 1 N 1 1 W c- -+ 1, v v 0) 0) 0) — 7 kA — — — SBOOO — O 0) 7 I I :3 O, W 01 — to j n (D lArl m (D n n (f) N 1 0) ; (D O -} O O O 0) ::r n - O (D c O c-1 c - 1 - +i -0 A O O (D (D n {, W c -h -(. A p O 1, 7 7 to f O O O c Cra d =r :3 -' O 0) 0) j CD v v O n to O (D n O Ca- 0 1 a m z v go ic m � a m X m Q c �o Z� RI Rf �a �v Q C m E 3►7 [fro Ic nOl * x ,;: { ;� STREET NAME w !�.?`; r Yi•' ;)f� s. f:=;::�4: �R��+af v;{� �,�i s 7v �fr:��nh�. r'.!f!��-C�y;:.. _ a. .r�„�y.: ;+;�c ,rl'.•y,,,_ _..- t Wit:, . ,-V%r4Y;1•ij' 3- i; tie? { •- r • - _-1.^w •s.' '.i••� 7' .;��`tw • .+. • � . r • e�-^ �y;:a. % � iY•f . S y.�Cr •�i" is •} .GC.w1 w, C�# + =^ii %r'7`I�` •��T'h•J•E:4�1-.�T`R1� '} • e ,Y . f� �4 +.�•`y f3 �/ C. �7,L'� vry `�i �{'-�•FF ty�r�• £�• J4` 04Z3 Z•T�•T"~'f -t ►1.. 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S'•:._iM1 �' [ice; Ty 'Y. t �i-• w • S� • .�t` �• _ •t��.e.�::�ttCr.72-7 .• +�}^}�;.�Y�• fa�•t ..�r�y_F�- _,i k fi ;�s"��ci:►y ''+'�.' :• �-_{riLi�� "� ,�r;ti+�yf'+=k"�'. tifr •f t+,.. � is=i•�►: 073 Wz ? 'iy.��: � 9it'^t 'f-.,.t�]'r .i.,�y� :s r,E;�:� �-. • •,t�t�•� ,r. Aw^;ij��• �j•4y}� a+i!•. _ ��R-.+a�•�1S'y�i� •if=' �Y+� :.F' '�/ t'; f_i `•:�4=�1r�1�•?�:5�•� %wi%�. �+.w-�,y�5:��•'S uv i:� ..r''' of -� -• � '��;}'? s�c.: ' 3� 4 ��:.f::r�,r i� ' l�sti ��.� • .�• �• t;� Zfj } {'i(�+�+, a.�:i►�• �•f�.rar•'tr�ytr;.-s, i ��.Cr'?�,{_'ry �r �z'r'lsrhZ�~hi ^,", e�:`� � sssfff� rrR�' r ��TG` t}• Tl� _ .'i"tia . iti't. "�y►yI4:��i'.�,12e• a.� �+��tt"� �'�+.�, r� ;+"}'p}""��•}' '!e'-yi�r�+;��j '•fM'«.i:;3 ?J�� i�i ai: �:��'j„`s��.=i�'r.�iy.�rrT.T�• �� . 7�.�i'r`.� ° W4�••.!# �•z .r:s�*:w,i..�k+.F' h.�r.• '"� ram'.-'-7+ w.r... ,re ff..'��L. �_�f.s^ .�'� � TV G m i w f r cn in'fell IL ice. 1� �� •ti�i� ' ��►�?: :�=�� •� ��ati STREET kAF4E ■ _ yy�� i fir.: .c•riF-7� Fri.• i+.Y �� _.� 1• i :L: �'.+IM1 �- —M ,[•'� • �'yf 7 �� -1r •� [.�"•• • �C.R ' • 1 . C � ;:5+, � % % �' ; r' L ti �LC� 1y� j �•h. ••*• , �?��''' .t• . 4�y:: s�'�cy [ y7[ ,'•L: ✓,rs'X F- "` +-� 1��tig• .it.: •rY�r�.� • �f ' � �. � y 'f. : xy�.�•: ii•^7'�A ; lY... �. +!—'!� r!'r'►.ti ' �c� • � 'i_ I.. t : �. - . 1F[.. L' _.�:.,!; is J:,'� [ M�� i.:�[.� .�f�•'if �� • .�'T �i►`��• •%i•ti yi :. n` R�y/�� l �•�X:��e.�'.~• i�r��r .� � -r R � �. •r�[. _r��•r . `:�• t•1'F /!� / V/� I S �•��L-'rSt1 ;3_� 3'Ati� �^�'� . � J •i ,�"r��i��.��/e- 1'a,. � r • a• �'Y�iti_y '_l Ft � : �'Ct+' Q'�?_;� • � i r'':: r y �,;.r. i'.,�� ry.'" i � re�.•.,�' !`.41 ��x'�: = - � 1i i`�"�ii[3's-F[- . �?•r�� :�-�: ,� ::�J :sr�'�'r"a.7rt.-�. .•14•�r y�,S .i6,�'sd�. +•t }��'�:'S u; I/ "�i •"'ar '�.. '`^k 1�`�.'�•• i Sv..^'•.r•�rt;� t..•':.[r R''i. �y, i/d yy •��.�,• �+ .ke`r�f�,.,�•`}�s��' f�w:�s�`!,s`�_-ti"�� '�r'r'R��f..;�!;a�!.tT`�F�'�f� �'=� �,�:�� iY i��:x� tiff : �'!�'''(• s 'r'- �� `-F., �4%...' � '')_, .� G m A fp a ic 0 8 m m ;a m X z = o �v m m PETERS 8 ASSOCIATES ENGINEERS, INC. PRDJECT NO. P-181 ALXG.IST, 1987 R9 PEAK FUR TRAFFIC - LEVEL OF SERVICE W444RY - EXISTING CONDITIONS 100 ACRE RAM 00MUCI AL DEVELMEN T - PLUS 11 OTHER TRACTS --- --_ __ * ---•� DIRECTION * I NT. INTERSECTION WE * N0ATEB M SUJR B0IJn0 EASTBOUND WESTB U D * LEFT TI-W RIGfr LEFT THRJ RIGHT LEFT THRJ RIGHT LEFT THRJ RIGHT =1 WWMEFORD ROAD 8 1-430 (NDRTH) * -- * * 1987 EXISTING TRAFFIC * 18 256 355 469 53 74 EXISTING LEVEL OF SERVICE * A A A A D A * * 2 SHA(XLEFM ROAD 8 1-430 (SOUTH) * * 1987 EXISTING TRAFFIC * 102 59 198 201 217 2 4 EXISTING LEVEL OF SERVICE * A A A A D C A * * 3 SHApaEFM ROAD 8 PEJCHTR E * * 1987 EXISTING TRAFFIC * 6 260 824 5 16 27 EXISTING LEVEL OF SERVICE * A A A A D A * * 4 WMEFOR) ROAD 8 KOGER DRIVE * * 1987 EXISTING TRAFFIC * 25 390 555 28 100 172 EXISTING LEVEL OF SERVICE * A A A A E A * * 5 9iA0q-EFM ROAD d N CRTH LOOP ROAD * * 1997 EXISTING TRAFFIC * 110 222 EXISTING LEVEL OF SERVICE * A A * * 5A SHAMLIEFOM READ d SOUTH LOOP ROAD * * 1997 EXISTING TRAFFIC * 110 222 EXISTING LEVEL OF SERVICE * A A * * 6 SHACKLEFCF;D FMD d 36M STREET * * 1987 EXISTING TRAFFIC * 2 89 42 64 80 5 10 8 5 18 8 47 EXISTING LEVEL OF SERVICE * A A A A A A A A A A A A * * 7 361H STREET 8 LOOP RYD * * 1987 EXISTING TRAFFIC * 11 23 EXISTING LEVEL OF SERVICE * A A TABLE A-1 PETERS 8 ASSOC I ATES EN_ I NEET.S, I W. PRDJECT ND. P-181 INTERSECTION TRAFFIC ASS I GW MS - PM PEAK Ha F2 100 ACRE R MO OO44EIAL DEVELUIM W INTERSECTION #1: 1-430 8 SWKXLEFM (NORTH) TRAFFIC ENTERING GENERATOR (PER'.ETTT) RA PEAK HOUR AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE N143ER OF TRIPS * --- - - DIRECTION - (SQ. FT. * NORT1 30[M SUJTH3aM EASTBCLIDD WESTT3C M a- UNITS) IN OUT IN CUT * LEFT THRI RIGHT LEFT THR[J RIGHT LEFT THU RIGHT LEFT TIM RIGHT PCD 100 RETAIL 925,000 1.53 1.59 1415 1471 * _ -------- 15% _ - 50% — - - RETAIL MP) 20,000 2.40 2.40 48 48 * 15% 50% OFFICE 335,000 0.40 2.34 134 784 * 25% 50% HOTEL 250 0.36 0.37 90 93 * 15% 40% * * Sub -total 1697 2395 * * i 35 MJLTI-FAMILY 420 0.47 0.23 197 97 * 25% 30% 12 UNITS/ACRE * * 2 41 C-2 267,899 2.16 2.30 579 616 * 12% 30% * * 3 54 U-3 352,836 0.26 1.94 92 685 * 25% 40% * * 4 29 MF-12 353 0.47 0.23 166 81 * 25% 10% * * 5 12 0-1 78,408 0.37 2.19 29 172 * 25% 40% * * 6 188 R-2 555 0.37 1.00 209 %5 * 5% 20% * * 7 21 W-12 246 0.47 0.23 116 57 * 7% 3% * * 8 57 C-2 372,438 2.60 2.81 958 1047 * 5% 25% * * 9 53 0-2 346,302 0.25 1.95 90 675 * * 10 36 W-12 436 0.47 0.23 205 100 * * 11 28 W-12 336 0.47 0.23 158 77 * Sub -total 2,809 4,171 TOTAL 4,496 6,566 PETERS 8 ASSOCIATES EN:IVEERS, IN . PROJECT NO. P-181 A nIST, 1987 INTERSECTION TRAFFIC ASSIGNMENTS - PM PEAK HOLR 100 ACRE PLANNED CDVERCIAL DEVELOPMENT INTERSECTION #1: 1--430 8 SI-KKLEF0F0 (NNW) TRAFFIC EXITING GENEIMI TOR (PERCENT') PM PEAK HOUR AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE N.MER OF TRIPS * DIRECTION (SQ. FT. * NN BM SOLfTl9w EASiBM WEsTBam or- UNITS) IN CUT IN CUT * LEFT THU RIGHT LEFT THM RIGHT LEFT THdJ RIGHT LEFT THdJ RIGHT � PCD 100 RETAIL 925,000 1.53 1.59 1415 1471 * 30% 17% -- ---- RETAIL (CP) 20,000 2.40 2.40 48 48 * 30% 17% CFFICE 335,000 0.40 2.34 134 784 * 15% 25% HOTEL 250 0.36 0.37 90 93 * 20% 30% * Subtotal 1687 2395 * * 1 35 KJLT1-FAMILY 420 0.47 0.23 197 97 * 19% 20% 12 LINITS/ACF;E * * 2 41 C-2 257,899 2.16 2.30 579 616 * 50% 10% * 3 54 0-3 352,836 0.25 1.94 92 685 * 40% 15% * * 4 29 W-12 353 0.47 0.23 166 81 * 20% 15% * * 5 12 0-1 78,408 0.37 2.19 29 172 * 40% 15% * * 6 188 R-2 565 0.37 1.00 209 565 * 5% 20% * * 7 21 MF-12 246 0.47 0.23 116 57 * 3% * * 8 57 C-2 372,438 2.60 2.81 %8 1047 * * 9 53 0-2 346,302 0.26 1.95 90 675 * * 10 36 MF-12 436 0.47 0.23 205 100 * * 11 28 W-12 336 0.47 0.23 158 77 * Sub -total 2,809 4,171 TUAL 4,495 6,566 PETERS 8 ASSOCIATFS ENGINEERS, INC. PROJECT NO. P-181 A RIST, 1987 INTERSECTION TRAFFIC ASSIUMNTS - FM PEAK HOUR 100 ACRE PLMTED OCM MIAL DEVELCPNENT INTERSECTION #1: I-430 8 94ACKLEFCRD MPH PM PEAK HOJR TRAFFIC ENTERING GENERATOR OCLUU AT THIS INTERSECTION N143M OF TRIPS * - _ -- DIRECTION -V TRACT ACRES USE SIZE TRIP RATE (SQ. FT. * NU71-13OUND SOLJTFBOLInD EASTBCLW WESTBam ar LNITS) IN CUT IN OUT * LEFT THRJ RIGHT LEFT TFFU RIGHT LEFT THRJ RIGHT LEFT THRJ RiG TT PCD 100 RETAIL 925,000 1.53 1.59 1415 1471 * 0 0 0 0 212 0 0 0 0 708 0 0 RETAIL (CP) 20,000 2.40 2.40 48 48 * 0 0 0 0 7 0 0 0 0 24 0 0 CFFICE 335,000 0.40 2.34 134 784 * 0 0 0 0 34 0 0 0 0 67 0 0 FMEL 250 0.36 0.37 90 93 * 0 0 0 0 14 0 0 0 0 36 0 0 * Sub -total 1697 2395 * 0 0 0 0 256 0 0 0 0 835 0 0 * * 1 35 MITI -FAMILY 420 0.47 0.23 197 97 * 0 0 0 0 49 0 0 0 0 59 0 0 12 UNITS/ACRE * * 2 41 C-2 267,899 2.16 2.30 579 616 * 0 69 0 0 0 0 0 0 0 0 0 174 * * 3 54 0-3 352,836 0.26 1.94 92 685 * 0 23 0 0 0 0 0 0 0 0 0 37 * * 4 29 W-12 353 0.47 0.23 166 81 * 0 41 0 0 0 0 0 0 0 0 0 17 * * 5 12 0-1 78,408 0.37 2.19 29 172 * 0 7 0 0 0 0 0 0 0 0 0 12 * * 6 188 R-2 565 0.37 1.00 209 565 * 0 10 0 0 0 0 0 0 0 0 0 42 * 7 21 W-12 246 0.47 0.23 116 57 * 0 0 0 0 8 0 0 0 0 3 0 0 * * 8 57 C-2 372,438 2.60 2.81 966 1047 * 0 0 0 0 48 0 0 0 0 242 0 0 * * 9 53 0.2 346,302 0.26 1.95 90 675 * 0 0 0 0 0 0 0 0 0 0 0 0 * 10 36 W-12 436 0.47 0.23 205 100 * 0 0 0 0 0 0 0 0 0 0 0 0 * * 11 28 W-12 336 0.47 0.23 158 77 * 0 0 0 0 0 0 0 0 0 0 0 0 * Sub-ivl-al 2,809 4,171 * 0 152 0 0 106 0 0 0 0 305 0 280 * TUTAL 4,496 6,566 0 152 0 0 372 0 0 0 0 1,139 0 280 PETERS 8 ASSOCIATES ENGINEERS, ItC. PROJECT NO. P-181 A MST, 1987 I NTERSECTI ON TRAFFIC ASS I GMEMS - PM PEAK HOUR 100 PORE PLANN3) OCh U CIAL DEVELMUNT INTERSECTION 11: 1-430 8 SHACKLEFOFD (NJRTH) TRAFFIC EXITING GENERATOR (YOLUIE) PM PEAK HOUR AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE NYBER OF TRIPS * DIRECTION (SQ. FT. * NJRT1 BO(JPD SC1-mi3CLw EASTEUM WES1BOl1nD or UNITS) IN OUT IN CUT * LEFT THRU RIGHT LEFT THRU RIGHT LEFT THRU RIGHT LEFT THRIJ RIGHT PCD 100 RETAIL 925,000 1.53 1.59 1415 1471 * _ 441 250 0 0 0 0 0 0 0 0 0 0 RETAIL (CP) 20,000 2.40 2.40 48 48 * 14 8 0 0 0 0 0 0 0 0 0 0 OFFICE 335,000 0.40 2.34 134 784 * 118 196 0 0 0 0 0 0 0 0 0 0 HOTEL 250 0.36 0.37 90 93 * 19 28 0 0 0 0 0 0 0 0 0 0 * Sub -total 1687 2395 * 592 482 0 0 0 0 0 0 0 0 0 0 * * 1 35 KJLTI-FAMILY 420 0.47 0.23 197 97 * 18 19 0 0 0 0 0 0 0 0 0 0 12 UNITS/ACRE 2 41 C-2 267,899 2.16 2.30 579 616 * 0 0 0 0 308 62 0 0 0 0 0 0 * * 3 54 0-3 352,836 0.26 1.94 92 685 * 0 0 0 0 274 103 0 0 0 0 0 0 * * 4 29 W-12 353 0.47 0.23 166 81 * 0 0 0 0 16 12 0 0 0 0 0 0 * 5 12 0-1 78,408 0.37 2.19 29 172 0 0 0 0 69 26 0 0 0 0 0 0 * * 6 188 R-2 565 0.37 1.00 209 %5 * 0 28 0 0 0 0 0 0 0 0 0 113 * * 7 21 W-12 246 0.47 0.23 116 57 * 0 2 0 0 0 0 0 0 0 0 0 0 8 57 Cr2 572,438 2.60 2.81 958 1047 * 0 0 0 0 0 0 0 0 0 0 0 0 9 53 0-2 346,302 0.26 1.95 90 675 0 0 0 0 0 0 0 0 0 0 0 0 * * 10 36 MF-12 436 0.47 0.23 205 100 * 0 0 0 0 0 0 0 0 0 0 0 0 * 11 28 W-12 336 0.47 0.23 158 77 * 0 0 0 0 0 0 0 0 0 0 0 0 * Sib -total 2,809 4,171 * 18 49 0 0 667 202 0 0 0 0 0 113 * TOTAL 4,496 6,566 610 531 0 0 667 202 0 0 0 0 0 113 PETERS 8 ASSOCIATES ENGINEERS, INC. PROJECT N0.'P-181 AlAU, 1987 INTERSECTION TRAFFIC ASS IG+ MS - PM PEAK HCLR 100 ACRE PLANNED DIAL DEVELU+ M INTERSECTION #1: 1-430 8 9-001EFOFE) (NORTH) TOTAL TRAFFIC OONTRIBUTION OF GENERATOR (VCLLW) PM PEAK HOUR TO INTERSECTION TRAFFIC TRACE ACRES USE SIZE TRIP RATE NL43ER OF TRIPS * l DIRECTION - --__ (SQ. FT. * NORT1 BOIM SQJTTBO m EASTBCl1rD WESTBOI1rD or UNITS) IN CUT IN CLTT LEFT THRU RIGHT LEFT THdJ RIGHT LEFT THLI RIGHT LEFT Th% RIGHT * POD 100 RETAIL 925,000 1.53 1.59 1415 1471 331 188 0 0 212 0 0 0 0 708 0 0 * RETAIL (OP) 20,000 2.40 2.40 48 48 * 11 6 0 0 7 0 0 0 0 24 0 0* OFFICE 335,000 0.40 2.34 134 784 118 196 0 0 34 0 0 0 0 67 0 0 * HOTEL 250 0.36 0.37 90 93 * 14 21 0 0 14 0 0 0 0 36 0 0 * * * Sub -total 1687 2395 * 473 410 0 0 266 0 0 0 0 835 0 0 * * 1 35 MLTI-FAMILY 420 0.47 0.23 197 97 * 18 19 0 0 49 0 0 0 0 59 0 0 12 LNITS/ACRE * * 2 41 C-2 267,899 2.16 2.30 579 616 * 0 69 0 0 231 46 0 0 0 0 0 174 * * 3 54 0-3 352,836 0.26 1.94 92 685 * 0 23 0 0 -74 103 0 0 0 0 0 37 * * 4 29 W-12 353 0.47 0.23 166 81 * 0 41 0 0 16 12 0 0 0 0 0 17 * * 5 12 0-1 78,408 0.37 2.19 29 172 * 0 7 0 0 69 26 0 0 0 0 0 12 * 6 188 R-2 565 0.37 1.00 209 555 * 0 39 0 0 0 0 0 0 0 0 0 155 * * 7 21 WF-12 246 0.47 0.23 116 57 * 0 2 0 0 8 0 0 0 0 3 0 0 * * 8 57 C-2 372,438 2.60 2.81 %B 1047 0 0 0 0 48 0 0 0 0 242 0 0 9 53 0-2 346,302 0.26 1.95 90 675 * 0 0 0 0 0 0 0 0 0 0 0 0 * * 10 36 W-12 436 0.47 0.23 205 100 * 0 0 0 0 0 0 0 0 0 0 0 0 11 28 W-12 336 0.47 0.23 158 77 0 0 0 0 0 0 0 0 0 0 0 0 * * Subtotal 2,809 4,171 * 18 201 0 0 696 197 0 0 0 305 0 393 TUTAL 4,496 6,566 492 611 0 0 962 187 0 0 0 1,139 0 * 393 PETERS 8 ASSOCIATES E%INE RS, INC. PROJECT NO. P-181 PLK; U, 1987 INTERSECTION TRAFFIC ASSIG VENTS - PM PEAK HOUR 100 PCRE FLAMED OU4CIAL DEVELCFNETIT INTERSECTION #2: 1-430 8 9AAMEFORD (9UJTH) TRAFFIC EMERING GENERATCR (PERCENT) PM PEAK HOUR AT THIS INTERSECTION — - - - TRACT ACRES USE SIZE TRIP RATE MMER OF TRIPS * DIRECTION EASTBOUND WESTBOUND (SQ. FT. a- UNITS) IN OUT IN CUT * NDR11•BOIAD * LEFT Tli2lJ RIGHT SC(JTFBOm LEFT THRU RIGHT LEFT THRU RIGHT LEFT YEAH RIGHT PCD 100 RETAIL 925,000 1.53 1.59 1415 1471 * * _ 65 65% 20% RETAIL (OP) 20,000 2.40 2.40 48 48 * 75% 20% OFFICE 335,000 0.40 2.34 134 784 * 55% 40% KITEL 250 0.36 0.37 90 93 Su�tota I 1697 2395 * 1 35 MJLTI-F MILY 420 0.47 0.23 197 97 * * 55% 20% * 12 UVITS/PCF;E 2 41 C-2 267,899 2.16 2.30 579 616 * 20% 10% * 3 54 0`3 352,836 0.26 1.94 92 685 * * 10% 15'% * 4 29 W-12 353 0.47 0.23 166 81 * * 5% 20% * 5 12 0-1 78,408 0.37 2.19 29 172 * * 10% 15% * 6 188 R-2 565 0.37 1.00 209 565 * * 5% * * * 7 21 W-12 246 0.47 0.23 116 57 * * 8 57 C-2 372,438 2.60 2.81 %B 1047 * * 9 53 0-2 346,302 0.26 1.95 90 675 * * 10 36 M=-12 436 0.47 0.23 205 100 11 28 W-12 336 0.47 0.23 158 77 * * 30% Stb-total 2,809 4,171 TCRpL 4,496 6,566 --1 -1 `- I --1 —_ PETERS 8 ASSOCIATES ENGINEERS, INC. PROJECT NO. P-181 AIRIST, 1987 INTERSECTION TRAFFIC ASSIGN4M - FM PEAK HaP 100 ACRE PLAN ONVIET;lAL DEVELUNM INTERSECTION $2: 1-430 8 SHPOKLEFCFD (SOUTH) TRAFFIC IXITIhG GENERATOR (PERCENT) PM PEAK HOLR AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE NIMER OF TRIPS * - --- DIRECTION (SQ. FT. * NCKTFBCUW SC(JT1 BCLW EASTBM WESTBOUND or UNITS) IN CUT IN OUT * LEFT THFU RIGHT LEFT THRU RIGHT LEFT THRI RIGHT - - — LEFT TH j RIGHT PCD 100 RETAIL 925,000 1.53 1.59 1415 1471 * 45% 38% RETAIL (CP) 20,000 2.40 2.40 48 48 * 45% 38% CFFICE 335,000 0.40 2.34 134 784 * 40% 50% KM3- 250 0.36 0.37 90 93 * 50% 45% Sub -total 1697 2395 * * 1 35 MJ_TI-FAMILY 420 0.47 0.23 197 97 * 19% 25% 12 UNITS/ACRE * * 2 41 C-2 267,899 2.16 2.30 579 616 * 30% 20% * * 3 54 0-3 352,836 0.26 1.94 92 685 * 40% 10% * * 4 29 W-12 353 0.47 0.23 166 81 * 10% 10% * * 5 12 0-1 78,408 0.37 2.19 29 172 * 40% 10% * * 6 188 R-2 555 0.37 1.00 209 555 * 12% * * 7 21 W-12 246 0.47 0.23 116 57 * 3% 4% * * 8 57 C-2 372,438 2.60 2.81 96B 1047 * * 9 53 0-2 346,302 0.25 1.95 90 675 * * 10 36 W-12 436 0.47 0.23 205 100 * 11 28 MF-12 336 0.47 0.23 158 77 * 5% Sub -Total 2,809 4,171 * Turk 4,496 6,566 PETERS 4 ASS(1CIATES ENGINEERS, INC. PROJECT NO. P-181 A MST, 1987 IMERSECTICN TRAFFIC ASSIGNAENTS - PM PEAK HOUR INTERSECTION #2: 1-430 8 SHAMEFCFD (SOUTH) TRAFFIC ENTERING GQEERATOR (VCLM) PM PEAK HOUR AT THIS INTERSECTION TRACT ACRES USE SIZE TRI P RATE NI M3ER OF TR I PS +� ^- Y - 01 RECT ICN +� (SQ. FT. * NORT}BCIJrD SUAH30(Jn0 EASTBW IVESTKM or UNITS) IN OUT IN OUT * LEFT THRIJ RIGHT LEFT THRU RIGHT LEFT THRU RIGHT LEFT THdJ RIGHT * PCD 100 RiTAIL 925,000 1.53 1.59 1415 1471 * 0 0 0 0 920 0 0 �0 283 0 0 0 * RETAIL (CP) 20,000 2.40 2.40 48 48 * 0 0 0 0 31 0 0 0 10 0 0 0* CFFICE 335,000 0.40 2.34 134 784 * 0 0 0 0 101 0 0 0 27 0 0 0* HXTL 250 0.36 0.37 90 93 * 0 0 0 0 50 0 0 0 36 0 0 0* Sub -total 1687 2395 * 0 0 0 0 1101 0 0 0 355 0 0 0 * * 1 35 MJLTI-FAMILY 420 0.47 0.23 197 97 * 0 0 0 0 109 0 0 0 39 0 0 0 12 UNITS/ACRE * * 2 41 C-2 267,899 2.16 2.30 579 616 0 116 0 0 0 0 58 0 0 0 0 0 * * 3 54 0-3 352,836 0.26 1.94 92 685 * 0 9 0 0 0 0 14 0 0 0 0 0 * * 4 29 Mr-12 353 0.47 0.23 166 81 * 0 8 0 0 0 0 33 0 0 0 0 0 * * 5 12 0-1 78,408 0.37 2.19 29 172 * 0 3 0 0 0 0 4 0 0 0 0 0 * * 6 188 R-2 555 0.37 1.00 209 565 * 0 0 0 0 0 0 10 0 0 0 0 0 * * 7 21 W-12 246 0.47 0.23 116 57 * 0 0 0 0 0 0 0 0 0 0 0 0 * * 8 57 C-2 372,438 2.60 2.81 958 1047 * 0 0 0 0 0 0 0 0 0 0 0 0 * * 9 53 0-2 346,302 0.26 1.95 90 675 * 0 0 0 0 0 0 0 0 0 0 0 0 * * 10 36 W-12 436 0.47 0.23 205 100 * 0 0 0 0 0 0 0 0 0 0 0 0 * * 11 28 W-12 336 0.47 0.23 158 77 * 0 0 0 0 47 0 0 0 0 0 0 0 Sub -total 2,809 4,171 * 0 136 0 0 156 0 120 0 39 0 0 0 * TUTAL 4,496 6,566 0 136 0 0 1,257 0 120 0 395 0 0 0 PETERS 3 ASSOCIATES FTG I t EEP,S, M. PROJECT ND. P-181 AUGUST, 1997 INTERSECTION TRAFFIC ASSIRMITS - PM PEAK HOUR 100 ACI E PLANED ONUCIAL DEVELOPMENT INTERSECTION #2: 1-430 8 SHAD<LEFCFU (SOUTH) TRAFFIC EXITING GENEPAATCR (VCL(NE) FM PEAK HOLR AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE W43M OF TRIPS * -- DIRECTION EAST3aW W (SQ. FT. or UNITS) IN OUT IN OUT * LEFT TFFdJ RIGHT LEFT w Tlfdl RIQiT LEFT THFd1 RIGHT LEFT THral RIGHT * PCD 100 RETAIL 925,000 1.53 1.59 1415 1471 * 0 662 559 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RETAIL (OP) 20,000 2.40 2.40 48 48 * 0 22 18 0 0 0 0 0 0 0 0 0 0 OFFICE 335,000 0.40 2.34 134 784 * 0 314 392 0 0 0 0 0 0 0 HOTS 250 0.36 0.37 90 93 * 0 46 42 0 0 0 0 Sub-luta1 1687 2395 * 0 1043 1011 0 0 0 0 0 0 0 0 0 1 35 MJLTI-FAMILY 420 0.47 0.23 197 97 * * 0 18 24 0 0 0 0 0 0 0 0 0 12 UNITS/ACFE 2 41 C-2 267,899 2.16 2.30 579 616 * 0 0 0 185 123 0 0 0 0 0 0 0 * 3 54 0-3 352,836 0.26 1.94 92 685 * * 0 0 0 274 68 0 0 0 0 0 0 0 4 29 W--12 353 0.47 0.23 166 81 * * 0 0 0 8 8 0 0 0 0 0 0 0 * 5 12 0-1 78,408 0.37 2.19 29 172 * * 0 0 0 69 17 0 0 0 0 0 0 0 * 6 188 R-2 565 037 1.00 209 565 * * 0 0 0 68 0 0 0 0 0 0 0 0 7 21 MF-12 246 0.47 0.23 116 57 * * 0 2 2 0 0 0 0 0 0 0 0 0 * 8 57 Cr2 372,438 2.60 2.81 968 1047 * * 0 0 0 0 0 0 0 0 0 0 0 0 9 53 0-2 346,302 0.26 1.95 90 675 * * 0 0 0 0 0 0 0 0 0 0 0 0 10 36 MF-12 436 0.47 0.23 205 100 * * 0 0 0 0 0 0 0 0 0 0 0 0 11 28 W-12 336 0.47 0.23 158 77 * * 0 0 4 0 0 0 0 0 0 0 0 0 Sb-total 2,809 4,171 * 0 20 30 603 217 0 0 0 0 0 0 0 10TAL 4,495 6,566 0 1,063 1,041 603 217 0 0 0 0 0 0 0 PETERS $ ASSOCIATES ENSI*IRS, IW. PRD.IECT NO. P-181 ALRIST, 1987 INTERSECTION TRAFFIC ASSIGNAENTS - PM PEAK HOUR 100 ACRE PLANNED COI E CIAL DEVELCIMW INTTRSECTION 12: 1-430 8 9I'CK-EF070 (SOUTH) TOTAL TRAFFIC OONTRIBUTION OF G9ERATUR (VOLLW) FM PEAK HOUR TO INTERSECTION TRAFFIC TRACT ACRES USE SIZE TRIP RATE KMER OF TRIPS * DIRECTION (SQ. FT. * NOIffHK 1M SOUTIBO(1rO EAST13CM WESTBaw ar UNITS) IN OUT IN OUT * LEFT THU RIGHT LEFT THTU RIGHT LEFT TFRJ RIGKr LEFT THdJ RIGHT * PCD 100 RETAIL 925,000 1.53 1.59 1415 1471 * 0 496 419 0 920 0 0 0 283 0 0 0 * RETAIL (CP) 20,000 2.40 2.40 48 48 * 0 16 14 0 31 0 0 0 10 0 0 0 * OFFICE 335,000 0.40 2.34 134 784 * 0 314 392 0 101 0 0 0 27 0 0 0 HOTEL 250 0.36 0.37 90 93 * 0 35 31 0 50 0 0 0 36 0 0 0 Sub -total 1617 2395 * 0 861 856 0 1101 0 0 0 355 0 0 0 * * 1 35 MJLTI-FAMILY 420 0.47 0.23 197 97 * 0 18 24 0 109 0 0 0 39 0 0 0 12 UNITS/ACRE * * 2 41 C-2 267,899 2.16 2.30 579 616 * 0 116 0 139 92 0 58 0 0 0 0 0 * * 3 54 0-3 352,836 0.26 1.94 92 665 * 0 9 0 274 68 0 14 0 0 0 0 0 * * 4 29 M=-12 353 0.47 0.23 166 81 * 0 8 0 8 8 0 33 0 0 0 0 0 * * 5 12 0-1 78,408 0.37 2.19 29 172 * 0 3 0 69 17 0 4 0 0 0 0 0 6 188 R-2 565 0.37 1.00 209 565 * 0 0 0 68 0 0 10 0 0 0 0 0 * * 7 21 M=-12 246 0.47 0.23 116 57 * 0 2 2 0 0 0 0 0 0 0 0 0 * * 8 57 Cr-2 372,438 2.60 2.81 968 1047 * 0 0 0 0 0 0 0 0 0 0 0 0 * * 9 53 0-2 346,302 0.25 1.95 90 675 * 0 0 0 0 0 0 0 0 0 0 0 0 * * 10 36 W-12 436 0.47 0.23 205 100 * 0 0 0 0 0 0 0 0 0 0 0 0 * * 11 28 M -12 336 0.47 0.23 158 77 * 0 0 4 0 47 0 0 0 0 0 0 0 Su�tatal 2,809 4,171 * 0 156 30 557 342 0 120 0 39 0 0 0 * TOTAL 4,496 6,566 0 1,017 8135 557 1,443 0 120 0 395 0 0 0 PETERS & ASSOCIATES EW VEERS, 1 IC. PROJECT NO.*P-181 A AIST, 1967 INTERSECTION TRAFFIC ASSIGNMENTS - FM PEAK HOUR 100 ACRE FLAMED 034ECIAL DEVELCFT1ETff INTERSECTION #3: SHAMLEFORD & PEACHTREE TRAFFIC ENTERING GENERATOR (Po4mm PM PEAK FaR AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE NIMER OF TRIPS DIRECTION (SQ. FT. NWI fICW Suf BCl1r0 EASTBaw WESTBCW ar UNITS) IN GUT IN OUT * LEFT TH LI RIGHT LEFT TH7U RIGHT LEFT THdJ RIGHT LEFT THdJ RIGHT PCD 100 RETAIL _93,000w1.53 1.59 1415 1471 * 14% 1% —~ RETAIL (OP) 20,000 2.40 2.40 48 48 * 14% 1% OFFICE 335,000 0.40 2.34 134 784 * 24% 1% HOTEL 250 0.36 0.37 90 93 * 14% 1% Sub-iahal 1687 2395 * * * 1 35 M,LTI-FAMILY 420 0.47 0.23 197 97 * 25% 12 UNITS/ACRE * * 2 41 C-2 267,899 2.16 2.30 579 616 * 60% 3% * * 3 54 0-3 352,836 0.25 1.94 92 685 * 5% 35% * * 4 29 W-12 353 0.47 0.23 166 81 * 20% 5% * * 5 12 0`1 78,408 0.37 2.19 29 172 * 5% 35% * * 6 188 R-2 565 0.37 1.00 209 565 * 25% 5% * * 7 21 M=-12 246 0.47 0.23 116 57 * 7% * * 8 57 C-2 372,43E 2.60 2.81 968 1047 * * 9 53 0-2 346,302 0.26 1.95 90 675 * * 10 36 MF-12 436 0.47 0.23 205 100 * * 11 28 W-12 336 0.47 0.23 158 77 * 5% Sub -total 2,809 4,171 * TUEAL 4,496 6,566 PETERS 8 ASSXIATES ENGINEERS, INC. PROJECT NO. P-181 AlRU, 1987 INTERSECTION TRAFFIC ASSIGNAENTS - FM PEAK HOLR 100 ACRE PLANNED CCMVERCIAL DEVELOFMENT INTERSECTION #3: SK4CKLRFORO 8 PEACHTREE TRAFFIC 00TINS GENERATCR (PERCENT) PM PEAK FUR AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE NMER OF TRIPS * DIRECTION (SQ. FT. * NCRTFOM SOUTFBOUFD EASIBOLIrD WESTWM or LINITS) IN CUT IN OUT * LEFT TI'M RIGHT LEFT TMJ RIGHT LEFT THIRLI RIGHT LEFT TFRU RIGHT PCD 100 RETAIL 925,000 1.53 1.59 1415 1471 * 1% 17% RETAIL (P) 20,000 2.40 2.40 48 48 * 1% 17% OFFICE 335,000 0.40 2.34 134 784 * 1% 24% HOTEL 250 0.36 0.37 90 93 * 1% 29% Sub -tonal 1697 2395 * * * 1 35 KLLTI-FAMILY 420 0.47 0.23 197 97 * 1% 19% 12 UNITSi/AQRE * * 2 41 C-2 267,899 2.16 2.30 579 616 * 60% 3% * * 3 54 0-3 352,836 0.26 1.94 92 685 * 35% 2% 5% * * 4 29 W-12 353 0.47 0.23 166 81 * 5% 25% * * 5 12 0-1 78,408 0.37 2.19 29 172 * 35% 2% 5% * * 6 188 R-2 565 0.37 1.00 209 565 * 2% 6% 20% * * 7 21 M=-12 246 0.47 0.23 116 57 * 3% * * 8 57 C-2 372,438 2.60 2.81 968 1047 * * 9 53 0-2 346,302 0.26 1.95 90 675 * * 10 36 W-12 436 0.47 0.23 205 100 * * 11 28 W-12 336 0.47 0.23 158 77 Sub -dotal 2,809 4,171 TOTAL 4,495 6,556 PETERS & ASSOCIATES ENGINEERS, III, PROJECT NO. P-181 MIM7, 1997 I NTERSE(T I ON TRAFFIC ASS I GIWEMS - PM PEAK HOUR 100 ACRE RMED 03 ERCIAL DEVELOIMW INTERSECTION #3: SHAOCLEFORD 8 PEAGf REE TRAFFIC ENTERIING GENERATOR (VOLU+E) PM PEW HOR AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE W43ER OF TRIPS * DIRECTION (SQ. FT. * ND79 BCL W SOUT1-em EASTBO(1rD WESTIMM or LNITS) IN OUT IN OUT * LEFT THRU RIGHT LEFT THRJ RIGHT LEFT TFM RIGHT LEFT THRU RIGHT * `PCD 100 RETAIL T 925,000 1.53 1.59 1415 1471 * 0 0 0 0 198 0 0 0 14 0 0 _ 0 * RETAIL (CP) 20,000 2.40 2.40 48 48 * 0 0 0 0 7 0 0 0 0 0 0 0* OFFICE 335,000 0.40 2.34 134 784 * 0 0 0 0 32 0 0 0 1 0 0 0* HOTEL 250 0.36 0.37 90 93 * 0 0 0 0 13 0 0 0 1 0 0 0* Sub -total 1697 2395 * 0 0 0 0 250 0 0 0 17 0 0 0 * * 1 35 KLTI-FAMILY 420 0.47 0.23 197 97 * 0 0 0 0 49 0 0 0 0 0 0 0 12 UNITS/AC3RE * * 2 41 C-2 267,899 2.16 2.30 579 616 * 0 347 0 0 0 0 17 0 0 0 0 0 * * 3 54 0-3 352,836 0.26 1.94 92 685 * 5 32 0 0 r1 0 0 0 0 0 0 0 * * 4 29 W-12 353 0.47 0.23 166 81 * 33 0 0 0 0 8 0 0 0 0 0 0 * * 5 12 0-1 78,408 0.37 2.19 29 172 * 1 10 0 0 0 0 0 0 0 0 0 0 * * 6 188 R-2 565 0.37 1.00 209 565 * 52 0 0 0 0 10 0 0 0 0 0 0 7 21 W -12 246 0.47 0.23 116 57 * 0 0 0 0 8 0 0 0 0 0 0 0 8 57 C-2 372,438 2.60 2.81 968 1047 * 0 0 0 0 0 0 0 0 0 0 0 0 * * 9 53 0-2 346,302 0.26 1.95 90 675 * 0 0 0 0 0 0 0 0 0 0 0 0 * * 10 36 W-12 436 0.47 0.23 205 100 * 0 0 0 0 0 0 0 0 0 0 0 0 * * 11 28 W -12 336 0.47 0.23 158 77 * 0 0 0 0 8 0 0 0 0 0 0 0 Sub-iotal 2,809 4,171 * 91 389 0 0 65 19 17 0 0 0 0 0 * TCTPL 4,495 6,556 91 389 0 0 315 19 17 0 17 0 0 0 PE r, 3 ASSOCIATES DIGINEERS, INC. PRDJECf ND. P-181 AIIGIJST, 1967 INTERSECTION TRAFFIC ASSIGNMENTS - FM PEAK HaR 100 ACRE PL)W0 OMUCIAL DEVELOR4Nf INTERSECTION 173: SFVK_EFCF;D 8 PEALHIFEE TRAFFIC E)(ITI% GETERATCR (VCLL)-E) PM PEAK Hsi AT THIS INTERSECTION TRACT ADZES USE SIZE TRIP RATE N143ER OF TRIPS DIRECTION (W. FT. * NCRTFBUJtD SUJRBOLtD EASTBM WESTBam a- UNITS) IN OUT IN OUT * LEFT TFIRUI RIGHT LEFT THRU RIGHT LEFT TFRJ RIGHT LEFT THU RIGHT � POD 100 RETAIL 925,000 1.53 1.59 1415 1471 15 250 0 0 0 0 0 - 0 0 0 0 0 * RETAIL (CP) 20,000 2.40 2.40 48 48 * 0 8 0 0 0 0 0 0 0 0 0 0* OFFICE 335,000 0.40 2.34 134 784 * 8 188 0 0 0 0 0 0 0 0 0 0* HOTEL 250 0.36 0.37 90 93 * 1 D 0 0 0 0 0 0 0 0 0 0* Sub -total 1687 2395 * 24 473 0 0 0 0 0 0 0 0 0 0 * * 1 35 MITI -FAMILY 420 0.47 0.23 197 97 * 1 18 0 0 0 0 0 0 0 0 0 0 12 LINITS/ACRE * * 2 41 C-2 267,899 2.16 2.30 579 616 * 0 0 0 0 370 18 0 0 0 0 0 0 * * 3 54 0-3 352,836 0.26 1.94 92 685 * 0 0 0 0 240 0 14 0 34 0 0 0 * * 4 29 W-12 353 0.47 0.23 166 81 * 0 0 0 0 0 0 4 0 20 0 0 0 * * 5 12 0-1 78,408 0.37 2.19 29 172 * 0 0 0 0 60 0 3 0 9 0 0 0 * * 6 188 I-2 565 0.37 1.00 209 555 * 0 0 0 0 11 0 34 0 113 0 0 0 * * 7 21 W-12 246 0.47 0.23 116 57 * 0 2 0 0 0 0 0 0 0 0 0 0 * * 8 57 CJ-2 372,438 2.60 2.81 %8 1047 * 0 0 0 0 0 0 0 0 0 0 0 0 * * 9 53 0-2 346,302 0.25 1.95 90 675 * 0 0 0 0 0 0 0 0 0 0 0 0 10 36 M=-12 436 0.47 0.23 205 100 * 0 0 0 0 0 0 0 0 0 0 0 0 * * 11 28 W-12 336 0.47 0.23 158 77 * 0 0 0 0 0 0 0 0 0 0 0 0 Sub -total 2,809 4,171 * 1 20 0 0 681 18 55 0 176 0 0 0 TOTAL 4,495 6,566 25 493 0 0 681 18 55 0 176 0 0 0 PETERS R ASSOCIATES ENGINEERS, INC. PROJECT NO. P-181 k0JST, 1987 INTERSECTION TRAFFIC ASSIGMEMS - PM PEAK HOUR 100 ACRE PLANNED ON4 C I AL DEYELMOIT INTERSECTION #3: SHKKLEFCRD 8 PEACMTEE TOTAL TRAFFIC CONTRIBUTION CF CETERAIOR (VCILhE) PM PEW HOUR TO INTERSECTION TRAFFIC TRACT ACRES USE SIZE TRIP RATE W43EER OF TRIPS * f m DIRECTION EASTBMI D WESTBOlInD (SQ. FT. cr UNITS) IN OUT IN CUT * * NORT1 LEFT BOLlTD TFW RIGHT SaAH3 LEFT THRU RIGHT LEFT TH U RIGHT LEFT TH;U RIGHT 1.53 1.59 1415 1471 * it 188 0 0 198 0 0 0 14 0 0 0 0 0 0 PCD 100 RETAIL 925,000 RETAIL (OP) 20,000 2.40 2.40 48 48 * 0 6 0 0 7 0 0 0 0 0 1 0 0 0 CPFICE 335,000 0.40 2.34 134 784 * 8 188 0 0 32 0 0 0 1 0 0 0* HOTEL 250 0.36 0.37 90 93 * 1 20 0 0 13 0 0 Sub -fatal 1687 2395 * 20 402 0 0 250 0 0 0 17 0 0 0 * 35 MLTI-FAMILY 420 0.47 0.23 197 97 * * 18 0 0 49 0 0 0 0 0 0 0 * 12 UNITS/ACRE 2 41 C-2 257,899 2.16 2.30 579 616 * 0 347 0 0 277 14 17 0 0 0 0 0 3 54 0-3 352,836 0.26 1.94 92 685 * 5 32 0 0 240 0 14 0 34 0 0 0 * 4 29 W-12 353 0.47 0.23 166 81 * * 33 0 0 0 0 8 4 0 20 0 0 0 * 5 12 0-1 78,408 0.37 2.19 29 172 * * 3 10 0 0 60 0 3 0 9 0 0 0 * 6 188 R-2 565 0.37 1.00 209 565 * * 52 0 0 0 11 10 34 0 113 0 0 0 * 7 21 W-12 246 0.47 0.23 116 57 * * 0 2 0 0 8 0 0 0 0 0 0 0 * 8 h7 C-2 372,438 2.60 2,81 968 1047 * * 0 0 0 0 0 0 0 0 0 0 0 0 * 9 53 0-2 346,302 0.26 1.95 90 675 * * 0 0 0 0 0 0 0 0 0 0 0 0 * 10 36 W-12 436 0.47 0.23 205 100 * * 0 0 0 0 0 0 0 0 0 0 0 0 11 28 W-12 336 0.47 0.23 158 77 * * 0 0 0 0 8 0 0 0 0 0 0 0 -total 2,8D9 4,171 * 92 410 0 0 654 33 72 0 176 0 0 0 Sub * SAL 4,496 6,566 112 811 0 0 903 33 72 0 193 0 0 0 PETERS & ASSOC I ATES E1S I NIPS, INK'. PROJECT NO. P-181 IWB SBCTICN TRAFFIC ASSIGNeffS - FM PEAK HOLR 100 ACRE PLANNED OWERCIAL DEVELCPNENT INTERSECTION #4: SFNOdEFCRD 8 KOGER DRIVE TRAFFIC ENTERING GETERATCR (PERCENT) FM PEAK HOLR AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE NUMBER OF TRIPS * DIRECTION-- (SQ. FT. NMTH30LW SOUTFBO w EASiBCM WESI30M ar UNITS) IN CUT IN OUT * LEFT THRU RIGHT LEFT THRU RIGHT LEFT THRU RIGHT LEFT THRJ RIGHT PCD 100 RETAIL 925,000 1.53 1.59 291 310 * 12% - - 2% RETAIL (OP) 20,000 2.40 2.40 394 421 * 12% 2% OFFICE 335,000 0.40 2.34 57 232 * 21% 3% HOTEL 250 0.36 0.37 90 93 10% 4% Sub-iutal 832 1056 * +� 1 35 Mf_TI-FAMILY 42D 0.47 0.23 197 97 22% 3% 12 UNITS/ACRE �e 2 41 C-2 257,899 2.16 2.30 579 616 * 63% 2% 3 54 0-3 352,836 0.26 1.94 92 685 * 25% 10% 4 29 W-12 353 0.47 0.23 166 81 * 20% 5% 15% �r 5 12 0-1 78,408 0.37 2.19 29 172 * 25% 10% ■ 6 188 R-2 565 0.37 1.00 209 565 * 5% 7 21 W-12 246 0.47 0.23 116 57 7% 8 57 C-2 372,438 2.60 2.81 968 1047 * +� 9 53 0-2 346,302 0.26 1.95 90 675 +� a 10 36 W-12 436 0.47 0.23 205 100 11 28 M=-12 336 0.47 0.23 158 77 * 5% Sub -total 2,809 4,171 * TMAL 3,640 5,227 PETERS 8 ASSOC I ATES ETA I NEFRS, I IBC. PROJECT NO. P-181 AInST, 1987 INTERSECTION TRAFFIC ASSIGNMENTS - PM PEAK HOUR 100 ACRE RAND ONVIE I AL DEVELOPI4 NT INTERSECTION 14: SI-KMEFOFD 8 KOGEIR DRIVE TRAFFIC BOTINS GENERATOR (PO CEIm FM PEAK FAIR AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE NJ43M OF TRIPS * DIRECTION (SQ. FT. * NwnixldND SDJTRUM EASIBClJrO cr UNITS) IN OUT IN OUT * LEFT TFRU RIGHT LEFT TIM RIGHT LEFT TIM RIGHT PCD 100 RETAIL 925,000 1.53 1.59 291 310 * 17% RETAIL (OP) 20,000 2.40 2.40 394 421 * 17% OFFICE 335,000 0.40 2.34 57 232 * 2% 22% HOTEL 250 0.36 0.37 90 93 * 2% 27% Sub -total 832 1056 * * 1 35 MIETI-FAMILY 420 0.47 0.23 197 97 * 2% 17% 12 UNITS/ACRE * 2 41 C-2 267,899 2.16 2.30 579 616 * 63% 2% * 3 54 0-3 352,836 0.25 1.94 92 685 " 10% 25% * 4 29 W-12 353 0.47 0.23 166 81 * 5% 10% 20% * 5 12 0-1 78,406 0.37 2.19 29 172 * 10% 25% * 6 188 R-2 565 0.37 1.00 209 565 * 6% 2% 2% * 7 21 W-12 246 0.47 0.23 116 57 * 3% * 8 57 C-2 372,438 2.60 2.81 %8 1047 * 9 53 0-2 346,302 0.26 1.95 90 675 * 10 36 W-12 436 0.47 0.23 205 100 * 11 28 MF-12 336 0.47 0.23 158 77 Sub -total 2,8D9 4,171 TOTAL 3,640 5,227 * WESTBDUM LEFT TH U RIGHT * * * * PETERS 8 ASSOC I ATES ENG I NEB, ! nJC, PRCUE]CT NO. P-181 ALGJST, 1987 INTERSECTION TRAFFIC ASSIGN4EMS - PM PEAK HOUR 100 ACRE PLAIM 03V=FCIAL DEVELOK M INTERSECTION 04: SHACKLEFOFD 8 KOGER DRIVE TRAFFIC ENTERING GENERATCR (VOLU4E) PM PEAK HOUR AT THIS INTERSECTION TRXT ACRES USE SIZE TRIP RATE RMER OF TRIPS * DIRECTION (W. FT. * NDUH3X1PD SOUTF80(1nD EASMM WESTT3 M ar UNITS) IN OUT IN CUT * LEFT THRU RIGHT LEFT TFRU RIGHT LEFT TFM RIGHT LEFT TFM RIGHT PCD 100 RETAIL 925,000 1.53 1.59 291 310 * 0 0 0 0 35 0 0 0 6 0 0 0 RETAIL (CP) 20,000 2.40 2.40 394 421 * 0 0 0 0 47 0 0 0 8 0 0 0 OFFICE 335,000 0.40 2.34 57 232 * 0 0 0 0 12 0 0 0 2 0 0 0 HOTEL 250 0.36 0.37 90 93 * 0 0 0 0 9 0 0 0 4 0 0 0 Sub-futal 832 1056 * 0 0 0 0 103 0 0 0 19 0 0 0 * * 1 35 KLTI-FAMILY 420 0.47 0.23 197 97 * 0 0 0 0 43 0 0 0 6 0 0 0 12 LNITS/PCRE * * 2 41 C-2 267,899 2.16 2.30 579 616 * 0 365 0 0 0 0 12 0 0 0 0 0 * * 3 54 0-3 352,836 0.26 1.94 92 685 * 23 0 0 0 0 9 0 0 0 0 0 0 * * 4 29 Mr-12 353 0.47 0.23 166 81 * 33 0 0 0 8 25 0 0 0 0 0 0 * * 5 12 0-1 78,408 0.37 2.19 29 172 * 7 0 0 0 0 3 0 0 0 0 0 0 * * 6 186 R-2 565 0.37 1.00 209 565 * 0 0 0 0 10 0 0 0 0 0 0 0 * * 7 21 W-12 246 0.47 0.23 116 57 * 0 0 0 0 8 0 0 0 0 0 0 0 * * 8 57 Cr2 372,438 2.60 2.81 %8 1047 * 0 0 0 0 0 0 0 0 0 0 0 0 * * 9 53 0-2 346,302 0.26 1.95 90 675 * 0 0 0 0 0 0 0 0 0 0 0 0 * * 10 36 W-12 436 0.47 0.23 205 100 * 0 0 0 0 0 0 0 0 0 0 0 0 * * 11 28 M=-12 336 0.47 0.23 158 77 * 0 0 0 0 8 0 0 0 0 0 0 0 Sub -tot -al 2,809 4,171 * 63 365 0 0 78 31 12 0 6 0 0 0 * TOITAL 3,640 5,227 63 365 0 0 181 37 12 0 25 Q 0 0 PETERS 8 ASSOC I ATES FNG I VEERS, I W. PROJECT NO. P-181 A gffr, 1987 IN 0ZSEUICN TRAFFIC ASSIG+ MS - PM PEAK FnR 100 ACRE PLANNED CON ERCIAL DEVELCPNENT INTERSECTION #4: SHACKLEFORD 8 KOGER DRIVE TRAFFIC DOTING GENIM TOR (VOLLNE) FM PEAK FIaR AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE N(MER OF TRIPS * DIRECTION - Y (SQ. FT. * NWTF BCl)PD saiDBCllnD EASTBOU D WESTBU M or UNITS) IN OUT IN CUT * LEFT THRU RIGHT LEFT THRI RIGHT LEFT TlRLI RIGHT LEFT TFRJ RIGHT P07 100 RETAIL 925,000 1.53 1.59 291 310 * 0 53 0 0 0 0 0 0 v 0 0 0 0* RETAIL (CP) 20,000 2.40 2.40 394 421 * 0 72 0 0 0 0 0 0 0 0 0 0* OFFICE 335,ODO 0.40 2.34 57 232 * 5 51 0 0 0 0 0 0 0 0 0 0* FUTEL 250 0.36 0.37 90 93 * 2 25 0 0 0 0 0 0 0 0 0 0* Sub -total 832 1056 * 6 200 0 0 0 0 0 0 0 0 0 0 * * 1 35 KLTI-FAMILY 42D 0.47 0.23 197 97 * 2 16 0 0 0 0 0 0 0 0 0 0 12 UNITS/ACRE * * 2 41 C-2 267,899 2.16 2.30 579 616 * 0 0 0 0 388 12 0 0 0 0 0 0 * * 3 54 0-3 352,836 0.26 1.94 92 685 * 0 0 0 0 0 0 68 0 171 0 0 0 * * 4 29 W-12 353 0.47 0.23 166 81 * 0 4 0 0 0 0 8 0 16 0 0 0 * * 5 12 0-1 78,408 0.37 2.19 29 172 * 0 0 0 0 0 0 17 0 43 0 0 0 * * 6 188 R-2 565 0.37 1.00 2D9 565 * 0 34 0 0 0 0 11 0 11 0 0 0 * * 7 21 W-12 246 0.47 0.23 116 57 * 0 2 0 0 0 0 0 0 0 0 0 0 * * 8 57 C-2 372,438 2.60 2.81 968 1047 * 0 0 0 0 0 0 0 0 0 0 0 0 * * 9 53 0-2 346,302 0.26 1.95 90 675 * 0 0 0 0 0 0 0 0 0 0 0 0 * * 10 36 MF-12 436 0.47 0.23 205 100 * 0 0 0 0 0 0 0 0 0 0 0 0 * * 11 28 W-12 336 0.47 0.23 158 77 * 0 0 0 0 0 0 0 0 0 0 0 0 Sub -tonal 2,809 4,171 * 2 56 0 0 388 12 105 0 242 0 0 0 * TUTAL 3,640 5,227 8 256 0 0 388 12 105 0 242 0 0 0 PETERS 8 ASSOCIATES ENGINEERS, INC. PROJECT NO. P-181 NJaJST, 1987 INTERSECTION TRAFFIC ASSIGNMENTS - PM PEAK HaR 100 ACRE PLANNED OC1r UCIAL DEVELOFief INTERSECTION #4: SHACKLEFORD 8 KOGER DRIVE TOTAL TRAFFIC CONTRIBUTION OF GEAEPATCR (VOLU1E) RWI PEAK FaR TO INTERSECTION TRAFFIC TRACE ACRES USE SIZE TRIP RATE NINBER OF TRIPS * DIRECTION (SQ. ET. * NORT}1130I.W SOIJT1EQJrD EASTEIM WESTBOl1rD or UNITS) IN our IN OUT * LEFT TH U RIGHT LEFT TFRU RIGHT LEFT TFRU RIGHT LEFT TFIRI RIGHT * POD 100 RETAIL 925,000 1.53 1.59 291 310 * 0 39 0 0 35 0 0 0 6 0 0 0 * RETAIL (OP) 20,000 2.40 2.40 394 421 * 0 54 0 0 47 0 0 0 8 0 0 0* OFFICE 335,000 0.40 2.34 57 232 5 51 0 0 12 0 0 0 2 0 0 0* FC7TEL 250 0.36 0.37 90 93 * 1 19 0 0 9 0 0 0 4 0 0 0 Sub -total 832 1056 * 6 163 0 0 103 0 0 0 19 0 0 0 1 35 WILT I -FAMILY 420 0.47 0.23 197 97 * 2 16 0 0 43 0 0 0 6 0 0 0 12 UNITSAARE 2 41 C-2 257,899 2.16 2.30 579 616 * 0 365 0 0 291 9 12 0 0 0 0 0 3 54 0-3 352,836 0.26 1.94 92 685 23 0 0 0 0 9 68 0 171 0 0 0 4 29 W-12 353 0.47 0.23 166 81 * 33 4 0 0 8 25 8 0 16 0 0 0 5 12 0-1 78,406 OX 2.19 29 172 * 7 0 0 0 0 3 17 0 43 0 0 0 * 6 188 R-2 - 565 0.37 1.00 209 565 0 34 0 0 10 0 11 0 11 0 0 0 7 21 M=-12 246 0.47 0.23 116 57 * 0 2 0 0 8 0 0 0 0 0 0 0 8 57 C-2 372,438 2.60 2.81 968 1047 * 0 0 0 0 0 0 0 0 0 0 0 0 9 53 0-2 346,302 0.25 1.95 90 675 * 0 0 0 0 0 0 0 0 0 0 0 0 10 36 W-12 436 0.47 0.23 205 100 * 0 0 0 0 0 0 0 0 0 0 0 0 11 28 W-12 336 0.47 0.23 158 77 * 0 0 0 0 8 0 0 0 0 0 0 0 Sub -tonal 2,809 4,171 * 65 421 0 0 369 46 117 0 248 0 0 0 10TAL 3,640 5,227 71 584 0 0 472 46 117 0 267 0 0 0 PETERS 9 ASSOCIATES EN31tEERS, IW- PROJECT NO. P-181 ALMST, 1987 INTERSECTION TRAFFIC ASSIRfIENTS - PM PEAK HaR 100 ACRE PANNED CMUCIAL DEVELCFPENT INTERSECTION #5: SHACKLEFCFU 8 NORTH LOOP ROAD TRAFFIC ENTERING GENERATOR (PERCENT) PM PEAK HOIR AT THIS IWB;SECTICN TRACT ACRES USE SIZE TRIP RATE R BER OF TRIPS * DIRECTION (SQ. FT. * NORTHMM SOUTHUM EASTBOM WESTBOIdD or WITS) IN OUT IN OUT * LEFT THU RIGHT LENT THRU RIGHT LENT THU RIGHT LENT THU RIGHT POD 100 RETAIL 925,000 1.53 1.59 1415 1471 * 0% 45% 35% -- --- RETAIL (CP) 20,000 2.40 2.40 48 48 * 5% 40% 40% OFFICE 335,000 0.40 2.34 134 784 * 0% 88% 5% HJTEL 250 0.36 0.37 90 93 * 2% 10% 20% * * Sub -total 1697 2395 * * 1 35 KILT I -FAMILY 420 0.47 0.23 197 97 * 15% 60% 12 WITS/ACRE * 2 41 C-2 267,899 2.16 2.30 579 616 * 20% * * 3 54 0-3 352,836 0.26 1.94 92 685 * 10% * * 4 29 W-12 353 0.47 0.23 166 81 * 5% * * 5 12 0-1 78,408 0.37 2.19 29 172 * 10% * * 6 188 R-2 565 0.37 1.00 209 565 * * 7 21 W-12 246 0.47 0.23 116 57 * 10% * * 8 57 C-2 372A438 2.60 2.81 96B 1047 * * 9 53 0-2 346,302 0.26 1.95 90 675 * 3% * * 10 36 W-12 436 0.47 0.23 205 100 * * 11 28 W-12 336 0.47 0.23 158 77 * 30% * Sub -total 2,809 4,171 * 1UTAL 4,496 6,566 PETff & ASSOCIATES ENGINEERS, INC. pR3JELT NO. P-181 AUG a, 1987 INTERSEC71ON TRAFFIC ASSIGNU fS - FM PEAK HOUR 100 ACRE RJRS 03sUCIAL DEVEMMENf IWRSEL71ON #5: WCKLEFCF7 8 NORTH LOCP FM TRAFFIC EXITING GETFRATOR (PERUND AT THIS INTERSECTION FM PEAK HOUR - USE SIZE TRIP RATE NrETER OF TRIPS * DIRECTION SCUTI-B(X)rD EASTBOW WESTBWp * TRACT ACRES (SQ. FT. OUT * LEFT NORT}Baw THRU RIGHT LEFT -RM RIGHT LEFT TFFdI RICHE LEFT THRU RId�T cr UNITS) IN CUT IN -- - 1.53 1.59 1415 1471 * * 45% 45% 35% 35% 0 3% PCD - - 100 RETAIL 925,000 RETAIL (OP) 20,000 2.40 2.40 48 48 * 80% 5% 0 CFFICE 335,000 0.40 2.34 134 784 * 20% 55% 2 H7a 250 0.36 0.37 90 93 * * Sub•tvtal 1697 2395 * 54% * 1 35 M.LTI-FAMILY 420 0.47 0.23 197 97 12 UNITS/ACRE * 20% * 2 41 C-2 267,899 2.16 2.30 579 616 * 3 54 0-3 352,636 0.26 1.94 92 * 685 * 10 * * 5% 5 * 4 29 NF-12 353 0.47 0.23 166 81 * 5 12 0.1 78,406 0.37 2.19 29 * 172 * 10 * * * 6 188 R-2 565 0.37 1.00 209 565 * * 7 21 W-12 246 0.47 0.23 116 57 * 7 * * 8 57 C-2 372,438 2.60 2.81 968 1047 * * 9 53 0.2 346,302 0.26 1.95 90 675 * 3% * * 10 36 NF-12 436 0.47 0.23 205 100 * * 11 28 N1=-12 336 0.47 0.23 158 77 * 5% 5% * * 208D9 4,171 Sub�vial * * TOTAL 48496 6,566 PETERS A AscX I ATES ENG I NEERS, � N PROJECT NO. P-181 AUGUST, 1987 INTERSECTION TRAFFIC ASSIGIM NTS - PM PEAK I" 100 ACRE PLANNED COMVEACIAL DEVE)_(PNENT INTERSECTION #5: Sfaq_EFCFU 8 NJR1H LOOP ROAD TRAFFIC ENTERING, GE ERATCR (VOL(NE) AT THIS INTERSECTION PM PEAK HOUR T - DIRECTION TRACT PORES USE SIZE TRIP RATE NIMER OF TRIPS * � �W WESTBCLW (SQ. FT. IN CUT NORIHLEFT THK RIGHT LEFT T}fdJ RIGHT LEFT THRU RIGHT LEFT THRIJ RIGHT or WITS) IN CUT RETAIL 925,000 1.53 1.59 1415 1471 * 0 0 0 0 0 0 637 495 0 19 19 0 0 0 0 0 0 0 0 0 0 0 PCD too RETAIL (CP) 20,000 2.40 2.40 48 48 * 2 0 0 0 0 118 7 0 0 0 0 0 OFFICE 335,000 0.40 2.34 134 784 * 0 0 0 0 9 18 0 0 0 0 0 0 FgTEL 250 0.36 0.37 90 93 * 2 * 1687 2395 * 4 0 0 0 783 539 0 0 0 0 0 0 � I Sub-total 0 0 30 118 0 0 0 0 0 0 1 35 h11LTIfPMILY 420 0.47 0.23 197 97 * 0 0 12 UNITS/ACRE 0 0 0 2 41 C-2 267,899 2.16 2.30 579 616 * 0 116 0 0 0 0 0 0 0 3 54 0-3 352,836 0.26 1.94 92 * 685 * 0 9 0 0 0 0 0 0 0 0 0 0 * 4 29 W-12 353 0.47 0.23 166 81 * 0 8 0 0 0 0 0 0 0 0 0 0 12 0-1 78,408 0.37 2.19 29 172 * 0 3 0 0 0 0 0 0 0 0 0 0 5 188 R-2 565 0.37 1.00 209 565 * 0 0 0 0 0 0 0 0 0 0 0 0 6 21 NI-12 246 0.47 0.23 116 57 * 0 12 0 0 0 0 0 0 0 0 0 0 7 57 G2 372,438 2.60 2.81 968 * 1047 * 0 0 0 0 0 0 0 0 0 0 0 0 8 9 53 0-2 346,302 0.26 1.95 90 675 * 0 3 0 0 0 0 0 0 0 0 0 * 10 36 W-12 436 0.47 0.23 205 100 * 0 0 0 0 0 0 0 0 0 0 0 0 11 28 MF-12 336 0.47 0.23 158 77 * 0 47 0 0 0 0 0 0 0 0 0 0 Sub -total 2,809 4,171 0 198 0 0 30 118 0 0 0 0 0 0 4,496 6,566 * 4 198 0 0 813 658 0 0 0 0 p o '� TOTAL PETERS 8 ASSOCIATES ENSINEERS, INC. PROJECT NO. P-181 ALMST, 1987 INTERSECTION TRAFFIC ASSIGMF US - PM PEAK HOUR 100 ACRE FLAM® ODVg rIPL DEVELO-WINT I NTF3MT I ON #5: SEiMB700 8 NORTH LOCP RYD TRAFF I C IX I T I N3 GIE EPATOR (VCLLNE) FM PEAK HOUR AT THIS INTERSECTION TRACT PORES USE SIZE TRIP RATE NIr3M CF TRIPS * DIRECTION �� WESTBOUND(SQ. FT. or UNITS) IN OUT IN CUT * LEFT � THRJ RIGHT LEFT W THRU RIGHT LEFT THRU RIGHT LEFT THRU RIGHT FCD 100 RETAIL 925,000 1.53 1.59 1415 1471 * 0 662 0 0 0 0 515 0 0 0 1 0 0 0 0 0 0 RETAIL (CP) 20,000 2.40 2.40 48 48 * 0 22 0 0 0 0 0 17 39 0 0 0 0 0 OFFICE 335,000 0.40 2.34 134 784 * 0 627 0 0 0 51 0 2 0 0 0 HOTEL 250 0.36 0.37 90 93 * 0 19 0 0 0 0 Sub total 1697 2395 * * 0 1329 0 0 0 0 622 0 3 0 0 0 * 1 35 KIT I -FAMILY 420 0.47 0.23 197 97 * * 0 0 0 0 0 0 52 0 0 0 0 0 12 UNITSACRE 2 41 C-2 267,899 2.16 2.30 579 616 * 0 0 0 0 123 0 0 0 0 0 0 0 3 54 0-3 352,836 0.25 1.94 92 685 * * 0 0 0 0 68 0 0 0 0 0 0 0 * 4 29 M=-12 353 0.47 0.23 166 81 * * 0 0 0 0 4 4 0 0 0 0 0 0 * 5 12 0-1 78,406 0.37 2.19 29 172 * * 0 0 0 0 17 0 0 0 0 0 0 0 6 188 R-2 555 0.37 1.00 209 565 * * 0 0 0 0 0 0 0 0 0 0 0 0 7 21 W-12 246 0.47 0.23 116 57 * * 0 4 0 0 0 0 0 0 0 0 0 0 8 57 C-2 372,438 2.60 2.81 968 1047 * * 0 0 0 0 0 0 0 0 0 0 0 0 9 53 0-2 346,302 0.26 1.95 90 675 * * 0 20 0 0 0 0 0 0 0 0 0 0 10 36 M=-12 436 0.47 0.23 205 100 * * 0 0 0 0 0 0 0 0 0 0 0 0 11 28 W-12 336 0.47 0.23 158 77 * * 4 4 0 0 0 0 0 0 0 0 0 0 Slb,1oiaI 2,809 4,171 * 4 28 0 0 213 4 52 0 0 0 0 0 * * SAL 4,495 6,556 * 4 1,357 0 0 213 4 674 0 3 0 0 0 PETERS 8 ASSOCIATES BCINEERS, INC. PROJECT NO. P-181 KBUST, 1987 INTERSECTION TRAFFIC ASSIGN4ENTS - PM PEAK HaR 100 ACRE PLANED C34EFCIAL DEVELMOIT INTERSECTION TF5: SFfMffM 8 NORTH LOOP ROAD TUrAL TRAFFIC CONTRIBUTION OF Gaawm (VCLLw) PM PEAK HOUR TO INTERSECTION TRAFFIC TRACT ACRES USE SIZE TRIP RATE NUJBER OF TRIPS * DIRECTION T* (SQ. FT. * NORT1 BOM SGLRFBO m FASTBOM WESTBaw cr UN1T5) IN OUT IN CUT * LEFT THU RIGHT LEFT TI-M RIGHT LEFT 7ft RIGHT LEFT THC RIGHT POD 100 RETAIL 925,000 1.53 1.59 1415 1471 * 0 496 0 0 �637 495 386 0 0 0 0 0 * RETAIL (CP) 20,000 2.40 2.40 48 48 * 2 16 0 0 19 19 13 0 1 0 0 0 * OFFICE 335,000 0.40 2.34 134 784 * 0 627 0 0 118 7 39 0 0 0 0 0 * HOTEL 250 0.36 0.37 90 93 * 2 19 0 0 9 18 51 0 2 0 0 0 * * * Sub -total 1697 2395 * 4 1158 0 0 783 539 489 0 3 0 0 0 * * 1 35 MLTI-FAMILY 420 0.47 0.23 197 97 * 0 0 0 0 30 116 52 0 0 0 0 0 12 UNITS/ACRE * * 2 41 C-2 267,899 2.16 2.30 579 616 * 0 116 0 0 92 0 0 0 0 0 0 0 * * 3 54 0-3 352,836 0.26 1.94 92 685 * 0 9 0 0 68 0 0 0 0 0 0 0 * * 4 29 W-12 353 0.47 0.23 166 81 * 0 8 0 0 4 4 0 0 0 0 0 0 * * 5 12 o-1 78,406 0.37 2.19 29 172 * 0 3 0 0 17 0 0 0 0 0 0 0 * * 6 188 R-2 565 0.37 1.00 2D9 565 * 0 0 0 0 0 0 0 0 0 0 0 0 * * 7 21 M=-12 246 0.47 0.23 116 57 * 0 16 0 0 0 0 0 0 0 0 0 0 * * 8 57 C-2 372,438 2.60 2.81 968 1047 * 0 0 0 0 0 0 0 0 0 0 0 0 * * 9 53 0-2 346,302 0.26 1.95 90 675 * 0 23 0 0 0 0 0 0 0 0 0 0 * * 10 36 W-12 436 0.47 0.23 205 10D * 0 0 0 0 0 0 0 0 0 0 0 0 * * 11 28 W-12 336 0.47 0.23 158 77 * 4 51 0 0 0 0 0 0 0 0 0 0 * * Sub-�l 2,809 4,171 * 4 225 0 0 212 122 52 0 0 0 0 0 * * TUTAL 4,496 6,566 * 8 1,384 0 0 995 662 541 0 3 0 0 0 PETERS & ASSOCIATES ENGINEERS, INC. PROJECT NO. P-181 ABUST, 1997 INTERSECTION TRAFFIC ASSIGN4NTS - PM PEAK MIR 100 ACRE RAM ONUCIAL DEVEL01:EM INTERSECTION AA: SHACKLEFUU 8 SOUTH LOOP RW TRAFFIC ENTERING GENERATOR (PERCENT) FM PEAK HOUR AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE NIMEEER OF TRIPS * DIRECTION (SQ. FT. * NW BaM SOUR-BCm EASIBW WESTBaw or UNITS) IN OUT IN CUT * LEFT THfd) RIGHT LEFT 11-M RIGHT LEFT THRU RIGHT LEFT TWU RIGHT P(D 100 RETAIL 925,000 1.53 1.59 1415 1471 * 4% 20% 25% RETAIL (OP) 20,000 2.40 2.40 48 48 * 5% 5% 10% 30% OFFICE 335,000 0.40 2.34 134 784 * 1% 78% 10% HOTE1 250 0.36 0.37 90 93 * 0% 4% 0% 10% * * Sub -total 1697 2395 * * 1 35 KILT I -FAMILY 420 0.47 0.23 197 97 * 15% 60% 12 UNITS ME * * 2 41 C-2 267,899 2.16 2.30 579 616 * 20% * * 3 54 0-3 352,836 0.26 1.94 92 685 * 10% * * 4 29 W-12 353 0.47 0.23 166 81 * 5% * * 5 12 0-1 78,406 0.37 2.19 29 172 * 10% * * 6 188 R-2 565 0.37 1.00 209 565 * * 7 21 W-12 246 0.47 0.23 116 57 * 10% * * 8 57 Cr2 372,438 2.60 2.81 96B 1047 * * 9 53 0-2 346,302 0.26 1.95 90 675 * 3% * * 10 36 W-12 436 0.47 0.23 205 1O0 * * 11 28 W-12 336 0.47 0.23 158 77 * 30% * Sub -total 2,809 4,171 * TOTAL 4,49E 6,566 PETERS 8 ASSOCIATES ENGINEERS, IN::. PROJECT NO. P-181 A MST, 1987 INTERSECTION TRAFFIC ASSIGNININTS - PM PEAK HOAR 100 ACRE PL*M ODNERCIAL DEVELCR4NT INTERSECTICN ;SSA: SHAQa_EFOM S SOUTH LOOP ROAD TRAFFIC DOTING GENERATOR (PERCENT) PM PEAK HaR AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE (aAM OF TRIPS *` �DIRECTICN _ --- (SQ. FT. * N3U BOU D SQJTFElDl1r0 EASIBam WESTBaw a- UNITS) IN OUT IN CUT * LEFT THRU RIGHT LEFT RM RIGHT LEFT TH U RIGHT LEFT TKU RIGHT POD 100 RETAIL 925,000 1.53 1.59 1415 1471 * 15% 30% 4% RETAIL (CP) 20,000 2.40 2.40 48 48 * 3% CFFICE 335,000 0.40 2.34 134 784 * 70% 10% 2 HDTEI_ 250 0.36 0.37 90 93 * 10% 3% 10% * SUriatal 1687 2395 * 1 35 M,LTI-FAMILY 420 0.47 0.23 197 97 * 54% 12 UNITS/ACRE * * 2 41 C-2 267,899 2.16 2.30 579 616 * 20% * * 3 54 0-3 352,836 0.25 1.94 92 685 * 10% * * 4 29 W-12 353 0.47 0.23 166 81 * 5% 5% * * 5 12 0-1 78,408 0.37 2.19 29 172 * 10% * * 6 188 R-2 555 0.37 1.00 209 565 * * 7 21 W-12 246 0.47 0.23 116 57 * 7% * * 8 57 C-2 372,438 2.60 2.81 958 1047 * * 9 53 0-2 346,302 0.26 1.95 90 675 * 3% * * 10 36 W-12 436 0.47 0.23 205 100 11 28 W-12 336 0.47 0.23 158 77 * 5% 5% * * Sib -total 2,809 4,171 * * TOTAL 4,496 6,566 PETERS 8 ASSOCIATES ENGINEERS, IW. PROJECT NO. P-181 A RIST, 1987 IMERSECTICN TRAFFIC ASSIG44ENTS - PM PEAK HOUR 100 ACRE FLANGED CDVMIAL DEVEL(PNENT INTER!;ECTICN #5A: SHN09_EFOfU 8 SOM LOOP ROAD TRAFFIC ENTT]21M GENERATOR (VOL(NE) PM PEAK HDLR AT THIS I NTERSECr ION TRACT ACRES USE SIZE TRIP RATE tiMER OF TRIPS * DIRECTION (SQ. FT. * NORTI BC(1rD Sami3C(!nD EASTBO M WESTBaW ar UNITS) IN OUT IN OUT * LEFT THU RIGHT LEFT THaIJ RIGHT LEFT THRU RIGHT LEFT THRJ RIGHT POD 100 RETAIL 925,000 1.53 1.59 1415 1471 * 57 0 0 0 283 354 0 0 0 0 0 0 RETAIL (OP) 20,000 2.40 2.40 48 48 * 2 2 0 0 5 14 0 0 0 0 0 0 OFFICE 335,000 0.40 2.34 134 784 * 1 0 0 0 105 13 0 0 0 0 0 0 HNEL 250 0.36 0.37 90 93 * 0 4 0 0 0 9 0 0 0 0 0 0 * * Sub -total 1687 2395 * 60 6 0 0 392 391 0 0 0 0 0 0 * 1 35 MLTI-FAMILY 420 0.47 0.23 197 97 * 0 0 0 0 30 118 0 0 0 0 0 0 12 UNITS/ACRE * * 2 41 C-2 267,899 2.16 2.30 579 616 * 0 116 0 0 0 0 0 0 0 0 0 0 * * 3 54 0-3 352,836 0.26 1.94 92 685 * 0 9 0 0 0 0 0 0 0 0 0 0 * * 4 29 MF-12 353 0.47 0.23 166 81 * 0 8 0 0 0 0 0 0 0 0 0 0 * 5 12 0-1 78,408 0.37 2.19 29 172 * 0 3 0 0 0 0 0 0 0 0 0 0 * * 6 188 R-2 555 0.37 1.00 209 565 * 0 0 0 0 0 0 0 0 0 0 0 0 * * 7 21 W-12 246 0.47 0.23 116 57 * 0 12 0 0 0 0 0 0 0 0 0 0 * * 8 57 C-2 372,438 2.60 2.81 968 1047 * 0 0 0 0 0 0 0 0 0 0 0 0 * * 9 53 0-2 346,302 0.26 1.95 90 675 * 0 3 0 0 0 0 0 0 0 0 0 0 * 10 36 W-12 436 0.47 0.23 205 100 * 0 0 0 0 0 0 0 0 0 0 0 0 * * 11 28 MF-12 336 0.47 0.23 158 77 * 0 47 0 0 0 0 0 0 0 0 0 0 * Subtotal 2,809 4,171 * 0 198 0 0 30 118 0 0 0 0 0 0 TOTAL 4,496 6,566 * 60 204 0 0 422 509 0 0 0 0 0 0 PETERS 8 ASSOCIATFS ETGINEFAS, 1W,. PROJECT NO. f -' 181 AUGIJST, 1987 NTEFLSECTION TRAFFIC ASSICINENTS - PM PEAK HOUR 100 ACRE FLAMED CDVEJOI AL DEVFL(xMNT INTBZMION #5A: SIMLUM 8 SOUTH LOOP RDAD TRAFFIC EXITING GENERATOR ML(NE) R'R4 PEAK FfOLIt AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE N143ER OF TRIPS * DIRECTION (SQ. FT. * NLWITEOl1nD SO(JTl mm EASTBOUND WESTT3GM or- UNITS) IN OUT IN OUT * LEFT TH U RIGHT LEFT THRU RIGHT LEFT TIM RIGHT LEFT THRU RIGHT PCD 100 RETAIL 925,000 f 1.53 1.59 1415 1471 *� 0 221 0 0 0 0 441 0 59 0 0 0 RETAIL (OP) 20,000 2.40 2.40 48 48 * 0 10 0 0 1 0 12 0 2 0 0 0 CFFICE 335,000 0.40 2.34 134 784 * 0 549 0 0 0 0 78 0 16 0 0 0 HOTEL 250 0.36 0.37 90 93 * 0 9 0 0 3 0 9 0 0 0 0 0 * * Sub -total 1687 2395 * 0 78B 0 0 4 0 541 0 77 0 0 0 * * 1 35 MITI -FAMILY 420 0.47 0.23 197 97 * 0 0 0 0 0 0 52 0 0 0 0 0 12 UNITS/ACRE * * 2 41 G2 267,899 2.16 2.30 579 616 * 0 0 0 0 123 0 0 0 0 0 0 0 * * 3 54 0-3 352,836 0.26 1.94 92 685 * 0 0 0 0 68 0 0 0 0 0 0 0 * * 4 29 W-12 353 0.47 0.23 166 81 * 0 0 0 0 4 4 0 0 0 0 0 0 * * 5 12 0-1 78,408 0.37 2.19 29 172 * 0 0 0 0 17 0 0 0 0 0 0 0 * * 6 188 R-2 565 0.37 1.00 209 565 * 0 0 0 0 0 0 0 0 0 0 0 0 * * 7 21 W-12 246 0.47 0.23 116 57 * 0 4 0 0 0 0 0 0 0 0 0 0 * * 8 57 Cr2 372,438 2.60 2.81 %8 1047 * 0 0 0 0 0 0 0 0 0 0 0 0 * 9 53 0-2 346,302 0.26 1.95 90 675 * 0 20 0 0 0 0 0 0 0 0 0 0 * * 10 36 W-12 436 0.47 0.23 205 100 * 0 0 0 0 0 0 0 0 0 0 0 0 * * 11 28 W-12 336 0.47 0.23 15B 77 * 4 4 0 0 0 0 0 0 0 0 0 0 * * Sub-iotal 2,809 4,171 * 4 28 0 0 213 4 52 0 0 0 0 0 * * TOTAL 4,496 6,566 * 4 816 0 0 217 4 593 0 77 0 0 0 PETERS 8 ASSOCIATES ENGINEERS, IN . PR3JECT NO. P-181 ALW7, 1987 INTERSECTION TRAFFIC ASS IRKN TS - PM PEAK HOUR 100 ACRE PLANNED 0 MUCIAL DEVEL(PNw INTERSECTION 15A: SHACKLEFO U 8 SOUTH LOCP ROAD TOTAL TRAFFIC OONTRIBUTICN CF GENERATOR (VCL(M£) PM PEAK HaR TO INTERSECTION TRAFFIC TRACT ACRES USE SIZE TRIP RATE NUJBER CF TRIPS * DIRECTION (SQ. FT. NJT BC1W SCUT1-BCUv EASlBCl1rD WESTBCU D or UNITS) IN CUT IN CUT LEFT THRU RIGHT LEFT THRU RIGfr LEFT TFM RIGHT LEFT THRU RIGHT PCD 100 RETAIL 925,000 1.53 1.59 1415 1471 * 57 165 0 0 283 354 331 0 44 0 0 0 * RETAIL ((P) 20,000 2.40 2.40 48 48 2 10 0 0 6 14 9 0 2 0 0 0* CFFICE 335,000 0.40 2.34 134 784 * 1 549 0 0 105 13 78 0 16 0 0 0 * HOTEL 250 0.36 0.37 90 93 * 0 13 0 0 3 9 9 0 0 0 0 0* Sub -total 1687 2395 * 60 737 0 0 395 391 428 0 62 0 0 0 1 35 M.LTI-FAMILY 420 0.47 0.23 197 97 * 0 0 0 0 30 118 52 0 0 0 0 0 12 UNITS/ACRE * * 2 41 C-2 267,899 2.16 2.30 579 616 0 116 0 0 92 0 0 0 0 0 0 0 3 54 0-3 352,836 0.26 1.94 92 685 0 9 0 0 68 0 0 0 0 0 0 0 4 29 W-12 353 0.47 0.23 166 81 * 0 8 0 0 4 4 0 0 0 0 0 0 5 12 0-1 78,408 0.37 2.19 29 172 * 0 3 0 0 17 0 0 0 0 0 0 0 6 188 R-2 565 0.37 1.00 209 565 * 0 0 0 0 0 0 0 0 0 0 0 0 * * 7 21 NF-12 246 0.47 0.23 116 57 * 0 16 0 0 0 0 0 0 0 0 0 0 8 57 Cs-2 372,438 2.60 2.81 %B 1047 * 0 0 0 0 0 0 0 0 0 0 0 0 9 53 0-2 346,302 0.25 1.95 90 675 * 0 23 0 0 0 0 0 0 0 0 0 0* E * * I 10 36 W-12 436 0.47 0.23 205 100 * 0 0 0 0 0 0 0 0 0 0 0 0* ' 11 2B W-12 336 0.47 0.23 158 77 * 4 51 0 0 0 0 0 0 0 0 0 0 Sub -total 2,809 4,171 4 2Z 0 0 02 122 52 0 0 0 0 0 * * I TOTAL 4,495 6,566 * 64 952 0 0 608 513 480 0 62 0 0 0 * PETERS 8 ASSOCIATES ENGINEERS, INC. PRDJECT ND. P-181 kGJST, 1997 INTERSECTION TRAFFIC ASS I R M NTS - RA PEW HaR 100 ACRE PLANNED 00144MIAL DEVELCPiUIT INTERSECTION #6: 9MLEFORD 8 36TH STREET TRAFFIC ENTERING GENERATOR (PERCENT) T4 "E HULK AT THIS INTERSECTION TRPCT ACRES USE SIZE TRIP RATE W43ER OF TRIPS * DIRECTION --_— (SQ. FT. * NO'TTFBOIJrD SUJ BM EASIBOM WESTBOUPD a- UJ I TS) IN OUT IN OUT * LEFT THOU RIGHT LEFT THd) I? I GHT LEFT THOU R I GHT LEFT THRIJ RIGHT PCD 100 RETAIL 925,000 1.53 1.59 1415 - 1471 * 5% - -- -- — - -- ---3% * RETAIL (CP) 20,000 2.40 2.40 48 48 * 5% 2% 3% * OFFICE 335,000 0.40 2.34 134 784 * 3% 2% * HOTEL 250 0.36 0.37 90 93 * 1% 3% * * * Sub -total 1697 2395 * * 1 35 WILT I -FAMILY 420 0.47 0.23 197 97 * 10% 15% 10% 12 UNITS/ACRE * * 2 41 G-2 267,899 2.16 2.30 579 616 * 5% 2% 10% * * 3 54 0-3 352,836 0.26 1.94 92 685 * 1% 1% 5% * * 4 29 M=-12 353 0.47 0.23 166 81 * 2% 3% * * 5 12 0-1 78,408 0.37 2.19 29 172 * 1% 1% 5% * * 6 188 R-2 565 0.37 1.00 209 %5 * 10% * * 7 21 W-12 246 0.47 0.23 116 57 * 6% 10% 25% * * 8 57 C-2 372,438 2.60 2.81 %8 1047 * 10% * * 9 53 0-2 346,302 0.26 1.95 90 675 * 5% 5% * * 10 36 M=-12 436 0.47 0.23 205 100 * 5% 5% * * 11 28 M=-12 336 0.47 0.23 158 77 * 2% 2% 3% 3% Sib -tonal 2,809 4,171 * TOTAL 4,496 6,566 I"D ERS 8 ASSOCIATES E%I t EFTS, 19- PROJECT NO. P-181 AUGUST, 1997 INTERSECTION TRAFFIC ASS I GN4M S - PM PEAK HOUR 100 AM PLANED CCMERCIAL DEVELOPMENT INTERSEL71ON #6: SHkXLEFORTO 8 36TH MEET TRAFFIC EXITING GETERATOR (PMCM FM PEAK HCUR AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE —W43ER OF TRIPS * l - DIRECTION -- - (SQ. FT. * NCRTFBCIIrD SCUT16 UND EASIBC1JrD WESTBaw a- UNITS) IN CUT IN CUT * LEFT THRJ RIGHT LEFT TFM RIGHT LEFT THRU RIGHT LEFT TH U RIGHT POD 100 RETAIL 925,000 1.53 1.59 1415 1471 * 4% 2% 1% RETAIL (CP) 20,000 2.40 2.40 48 48 * 4% 2% 1% CFFICE 335,000 0.40 2.34 134 784 * 3% 1% 1% HOTEL 250 0.36 0.37 90 93 * 2% 1% 1% * * Sub -total 1687 2395 1 35 KILT I -FAMILY 420 0.47 0.23 197 97 IF * 10% 10% 5% 12 UNITS/A(3iE * * 2 41 C-2 267,899 2.16 2.30 579 616 * 10% 5% 2 * * 3 54 0-3 352,836 0.26 1.94 92 685 * 5% 1% 1% * * 4 29 W-12 353 0.47 0.23 166 81 * 2% 3% +� * 5 12 0-1 78,408 0.37 2.19 29 172 * 5% 1% 1% * * 6 188 R-2 %5 0.37 1.00 209 %5 * 6% 2 * * 7 21 MF-12 246 0.47 0.23 116 57 * 7% 6% 2% * * 8 57 C-2 372,438 2.60 2.81 968 1047 * 10% * 9 53 0-2 346,302 0.26 1.95 90 675 * 5% 5% * 10 36 W-12 436 0.47 0.23 205 100 * 7% 3% * * 11 28 W-12 336 0.47 0.23 158 77 * 10% 5% Sub -total 2,809 4,171 * MT& 4,4% 6,5% PETERS & ASSOCIATES ENGINEERS, IW. PROJECT NO. P-181 AUGUST, 1997 INTERSECTION TRAFFIC ASS IWENfS - PM PEAK HOLR 100 ACRE PLAMID 0944 DIAL DEVELMENT INTER56(.TICN #6: SWYXLEFM 8 36TH STREET TRAFFIC EMERIN3 GDERATCR (VCLUVE) FM PEAK HCU2 AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE NJW CF TRIPS DIRECTION --- - - -- +� (SQ. FT. * N3UH3 M SCUI}BOIAD EASTBOUND WESTBCLW or UNITS) IN CUT IN OUT * LEFT TFM RIGHT LEFT THRU RIGHT LEFT THR.I RIGHT LEFT THRIJ RIGHT P(D 100 TLTAIL 925,000 1.53 1.59 1415 1471 * 0 71 0 0 0 0 v 28 0 0 0 0 42 * RETAIL (CP) 20,000 2.40 2.40 48 48 * 0 2 0 0 0 0 1 0 0 0 0 1* CFFICE 335,000 0.40 2.34 134 784 * 0 4 0 0 0 0 0 0 0 0 0 3* HJa 250 0.36 0.37 90 93 * 0 1 0 0 0 0 0 0 0 0 0 3 * * Sub -fatal 1697 2395 * 0 78 0 0 0 0 29 0 0 0 0 49 s * 1 35 M.LTI-F MIU 420 0.47 0.23 197 97 * 20 0 0 0 0 30 0 0 0 0 20 0 12 WITS/ACRE 2 41 C-2 267,899 2.16 2.30 579 616 * 0 29 0 0 0 0 12 0 0 0 0 58 * * 3 54 0-3 352,836 0.26 1.94 92 685 * 0 1 0 0 0 0 } 0 0 0 0 5 4 29 W-12 353 0.47 0.23 166 81 0 3 0 0 0 0 0 0 0 0 0 5 5 12 0-1 78,408 0.37 2.19 29 172 * 0 0 0 0 0 0 0 0 0 0 0 1 a * 6 18B R-2 555 0.37 1.00 209 565 * 0 0 0 0 0 0 0 0 0 0 21 0 ■ * 7 21 MF-12 246 0.47 0.23 116 57 7 0 0 0 0 12 0 0 0 0 29 0 8 57 C-2 372,438 2.60 2.81 %8 1047 * 0 0 0 0 0 0 0 0 0 0 97 0 * * 9 53 0-2 346,302 0.26 1.95 90 675 * 0 0 0 0 5 0 0 0 0 0 5 0 * * 10 36 W-12 436 0.47 0.23 205 100 * 0 0 0 0 10 0 0 0 0 10 0 0 * * 11 28 W-12 336 0.47 0.23 158 77 * 0 3 3 5 0 0 0 0 0 0 0 5 Sub•tatal 2,BD9 4,171 * 27 37 3 5 15 41 13 0 0 10 171 74 * * TOTAL 4,496 6,566 * 27 115 3 5 15 41 42 0 0 10 171 123 PETERS 8 ASSOCIATES ENGINEERS, !rC. PROJECT NO. P-181 A RIST, 1907 INTERSECTION TRAFFIC ASSIGN4ENTS - PM PEW FOUR 100 PORE P LNM ONAUi I AL DEVELQ:�EW INTEIRSEUICN #6: SHAC LEFOM 8 36TH STREET TRAFFIC EXITING GENERATCR (VCLLW) PM PEAK HaR AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE 11.16 R OF TRIPS * DIRECTION ---- _ - (SQ. FT. NMTFBOW SUAFBCU D EASTBW D WESTBOUDD or WITS) IN OUT IN OUT * LEFT TWJ RIGHT LEFT THIN RIGHT LEFT TFRU RIGHT LEFT THU RIGHT PLD 100 RETAIL 925,000 1.53 1.59 1415 1471 * 0 0 0 0 59 0 0 29 15 0 0 0 RETAIL (CP) 20,000 2.40 2.40 48 48 * 0 0 0 0 2 0 0 1 0 0 0 0 CFFICE 335,000 0.40 2.34 134 784 * 0 0 0 24 8 0 0 8 0 0 0 0 HUTEL 250 0.36 0.37 90 93 * 0 0 0 2 1 0 0 1 0 0 0 0 * * Subtotal 1687 2395 * 0 0 0 25 70 0 0 39 15 0 0 0 * * 1 35 14JLT1-FAMILY 420 0.47 0.23 197 97 * 0 0 0 0 0 0 10 10 5 0 0 0 12 WITS/AORE * * 2 41 C-2 267,899 2.16 2.30 579 616 * 0 0 0 62 31 12 0 0 0 0 0 0 * * 3 54 0-3 352,836 0.26 1.94 92 685 * 0 0 0 34 7 7 0 0 0 0 0 0 * * 4 29 W-12 353 0.47 0.23 166 81 * 0 0 0 2 2 0 0 0 0 0 0 0 * * 5 12 0-1 78,408 0.37 2.19 29 172 * 0 0 0 9 2 2 0 0 0 0 0 0 * * 6 188 R-2 565 0.37 1.00 209 555 * 0 0 0 0 0 0 0 34 11 0 0 0 * * 7 21 W-12 246 0.47 0.23 116 57 * 0 0 0 0 0 0 4 3 1 0 0 0 * * 8 57 C-2 372,438 2.60 2.81 968 1047 * 0 0 0 0 0 0 0 105 0 0 0 0 * * 9 53 0-2 346,302 0.26 1.95 90 675 * 0 0 0 0 0 0 34 34 0 0 0 0 10 36 W-12 436 0.47 0.23 205 100 * 0 7 3 0 0 0 0 0 0 0 0 0 11 28 M=-12 336 0.47 0.23 158 77 * 0 0 0 8 4 0 0 0 0 0 0 0* r Sulrtvta1 2,809 4,171 * 0 7 3 114 46 21 47 185 17 0 0 0 * * TUrAL 4,495 6,566 * 0 7 3 139 115 21 47 225 32 0 0 0 PETERS 8 ASSOC IATFS ENGINEERS, IW- PROJECT NO. P-181 ArfM7, 1997 INTERSECTION TRAFFIC ASSIGNMENTS - PM PEAK Hap 100 ACRE PLANNED O3f4 3OI AL DEVELMI NT INTERSECTION A6: SHACKLEFORD 8 36TH STREET TOTPL TRAFFIC OMMIBUTICN CF GENERATOR (VCLNE) PM PEAK HIP TO INTERSECTION TRAFFIC TRACT ACRES USE SIZE TRIP RATE NIMER OF TRIPS * DIRECTION (SQ. FT. * NNDf)O(IND SUA BOl1r0 EKSTB(1M WESTIMM or UNITS) IN OUT IN OUT * LEFT THRI RIGHT LEFT T":U RIGHT LEFT THU RIGHT LEFT THdl RIGHT PCD 100 RETAIL 925,000 1.53 1.59 1415 1471 * 0 71 0 0 44 0 28 22 11 0 0 42 * RETAIL (CP) 20,000 2.40 2.40 48 48 * 0 2 0 0 1 0 1 1 0 0 0 1* OFFICE 335,000 0.40 2.34 134 784 * 0 4 0 24 8 0 0 8 0 0 0 3* FDTEL 250 0.36 0.37 90 93 * 0 1 0 1 1 0 0 1 0 0 0 3* * * Sub -total 1687 2395 * 0 78 0 25 54 0 29 31 11 0 0 49 * * 1 35 KILT I -FAMILY 420 0.47 0.23 197 97 * 20 0 0 0 0 30 10 10 5 0 20 0 12 UJITS/AU;E * * 2 41 C-2 267.8% 2.16 2.30 579 616 * 0 29 0 46 23 9 12 0 0 0 0 58 * * 3 54 0-3 352,836 0.26 1.94 92 685 * 0 1 0 34 7 7 1 0 0 0 0 5 * * 4 29 Mr-12 353 0.47 0.23 166 81 * 0 3 0 2 2 0 0 0 0 0 0 5 * * 5 12 0}1 78,408 0.37 2.19 29 172 * 0 0 0 9 2 2 0 0 0 0 0 1 * * 6 188 R-2 565 0.37 1.00 209 565 * 0 0 0 0 0 0 0 34 11 0 21 0 * * 7 21 W-12 246 0.47 0.23 116 57 * 7 0 0 0 0 12 4 3 1 0 29 0 * * 8 57 C:-2 372,438 2.60 2.81 968 1047 * 0 0 0 0 0 0 0 78 0 0 97 0 * * 9 53 0-2 346,302 0.26 1.95 90 675 * 0 0 0 0 5 0 34 34 0 0 5 0 * * 10 36 Mr-12 436 0.47 0.23 205 100 * 0 7 3 0 10 0 0 0 0 10 0 0 * * 11 28 W-12 336 0.47 0.23 158 77 * 0 3 3 12 4 0 0 0 0 0 0 5 Sub -total 2,809 4,171 * 27 44 6 103 53 59 60 159 17 10 171 74 * * TOM 4,495 6,566 * 27 122 6 128 107 59 89 191 29 10 171 123 PETER) 8 ASSOC IAIES EM31NEERS. IKC. PROJECT NO. P-181 A AJISf, 1987 INTERSECTION TRAFFIC ASSIGMENTS - RVI PEAK HU 100 ACRE PLANN® OCN MIAL DEVELCI'NENT INTERSECTION V: 36TH STREET 8 LOOP FM TRAFFIC ENTERING GENERATOR (PERCENT) PM PEAK FOUR AT THIS INTERSECTION TRACT ACES USE SIZE TRIP RATE NLVBER OF TRIPS * ----- - DIRECTION-- (SQ. FT. NORTFBOLM SaJTI. cm a- UNITS) IN OUT IN OUT LEFT THRJ RIGHT EASTBOUC WESTEIM LEFT TFRU RIGHT LEFT TFRU RIGHT LEFT TifdJ RIGHT * PCD 100 RETAIL 925,001) 1.53 1.59 1415 1471 T ~ --- - - - -3%- - - 2% * RETAIL (CP) 20,000 2.40 2.40 48 48 * 3% 2% * CFFICE 335,000 0.40 2.34 134 784 * 2% HOTEL 250 0.36 0.37 90 93 * 1% Sub-iota1 1687 2395 * 1 35 MJLTI-FAMILY 420 0.47 0.23 197 97 * * * 3 12 UNITS/ACR7E +e * 2 41 C-2 267,899 2.16 2.30 579 616 * 2% * r 3 54 0-3 352,836 0.25 1.94 92 685 * 1% * 4 29 W-12 353 0.47 0.23 166 81 * s 5 12 0-1 78,406 0.37 2.19 29 172 1% * * 6 188 R-2 565 0.37 1.00 209 565 * 10% * 7 21 W-12 246 0.47 0.23 116 57 * 41% * 8 57 C-2 372,438 2.60 2.81 968 1047 * 10% 9 53 0-2 346,302 0.25 1.95 90 675 �r +� lOb * 10 36 MF-12 436 0.47 0.23 205 100 +� x * 11 28 W-12 336 0.47 0.23 158 77 * Sub-lotal 2,809 4,171 TUa 4,4% 6,566 PEIERS 8 ASSOCIATES ENGINEERS, INC. PROJECT NO. P-181 AM7, 1 %7 1NTERS67ICN TRAFFIC ASS IGMYEMS - PM PEAT( FUR 100 ACRE PLANNED ODWEFiIAL DEYELC:� INTERSECTION 1T7: 36TH STF7IET 8 LOOP ROAD TRAFFIC EXITING GENERATOR (PERCENT) FM PEAK HaR AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE KMM OF TRIPS +� -- --- - DIRECTION = (SQ. FT. * NWUfl JPD SQlTFBam EASMM pESTRM cr UNITS) IN OUT IN OUT * LEFT TH IJ RIGHT LEFT THU RIGHT LEFT THdJ RIGHT LEFT TKU RIGHT PCD 100 RETAIL 925,000 1.53 1.59 1415 1471 * ----- - -Y3% 2% --- RETAIL (CP) 20,000 2.40 2.40 48 48 * 3% 2% CFFICE 335,000 0.40 2.34 134 784 * 1% 1% KM1- 250 0.36 0.37 90 93 * 1% 1% * * Sub -total 1687 2395 * * 1 35 MJLTI-FAMILY 420 0.47 0.23 197 97 * 25% 1% 35% 12 UNITS/ACRE * 2 41 C-2 267,899 2.16 2.30 579 616 * 2% * * 3 54 0-3 352,836 0.26 1.94 92 685 * 1% * * 4 29 W-12 353 0.47 025 166 81 * * 5 12 0-1 78,408 0.37 2.19 29 172 * 1% * * 6 188 R-2 565 0.37 1.00 209 565 * 2% 8% * 7 21 W-12 246 0.47 0.23 116 57 * 5% 15% * * 8 57 C-2 372,438 2.60 2.81 968 1047 * 10% * * 9 53 0-2 346,302 0.26 1.95 90 675 10% * * 10 36 W-12 436 0.47 0.23 205 100 * * 11 28 W-12 336 0.47 0.23 158 77 Sib -total 2,809 4,171 * * NTAL 4,49E 6,566 PETERS 8 ASSOCIATES ENGINEERS, INC. PROJECT NO. P-181 AUGUST, 1987 INTERSIC ICN TRAFFIC ASSI(NWWS - PM PEAK HOUR 100 ACRE M-W4ED ON4EFCIAL WaCF�EMT INTERSECTION #7.- 36TH STREET 8 LOCP ROAD TRAFFIC ENTERING GETIFATOR (VCLUbE) AT THIS INTERSECTION FM PEAK HOUR TRIP RATE MMM OF TRIPS * DIRECTION EASTBOUNDp�q�p - -- TRACT ACRES USE SIZE (SQ. FT. * LEFT T}fdl RIGHT LEFT THRU RICHE LEFT THRU RIGHT LEFT THFd1 RIGHT or WITS) IN OUi IN CUT f PCD 100 RETAIL 925,000 1.53 1.59 1446 1471 * 0 0 0 41 0 0 0 0 1 RETAIL (CP) 20,000 2.40 2.40 48 48 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0FFIC> 335,000 0.40 2.34 134 784 * 0 0 0 0 0 0 1 0 0 0 0 0 Fun 250 0.36 0.37 90 93 * 0 1687 2395 * 0 0 0 0 0 0 47 0 0 0 0 29 Sub -total 0 0 0 0 10 0 0 0 0 69 i 35 14LT1-FAMILY 420 0.47 0.23 197 97 * 0 0 12 WITS/Aff4= 2 41 C-2 267,899 2.16 2.30 579 * 616 * 0 0 0 0 0 0 0 0 12 0 0 0 3 54 0-3 352,836 0.26 1.94 92 685 * 0 0 0 0 0 0 0 0 1 0 0 0 4 29 W-12 353 0.47 0.23 166 81 * 0 0 0 0 0 0 0 0 0 0 0 0 5 12 0-1 78,408 0.37 2.19 29 172 * 0 0 0 0 0 0 0 0 0 0 0 0 6 188 R-2 565 0.37 1.00 209 565 * 0 0 0 0 0 0 0 0 0 0 21 0 7 21 W-12 246 0.47 0.23 116 57 * 0 0 0 0 0 0 0 0 0 0 47 0 8 57 Cr2 372,438 2.60 2.81 968 * 1047 * 0 0 0 0 0 0 0 0 0 0 97 0 9 53 0-2 346,302 0.26 1.95 90 675 * 0 0 0 0 0 0 0 0 0 0 9 0 10 36 W-12 436 0.47 0.23 205 100 * 0 0 0 0 0 0 0 0 0 0 0 0 11 28 W-12 336 0.47 0.23 158 77 * 0 0 0 0 0 0 0 0 0 0 0 0 2,809 4,171 * 0 0 0 0 0 0 10 0 13 0 174 69 Sub -total 4,496 x 6,566 * 0 0 0 0 0 0 57 0 13 0 174 98 TCRAL ,__-I _-I ---) --I -1 PETERS 8 ASSOCIATES ENGINEERS, INS. PRUJECT NO. P-181 AUGUST, 1997 INTERSECTION TRAFFIC ASSIGNAENTS - PM PEAK HOUR 100 A3ZE PLANED CNAERCIAL DEVELMVIENT INTERSECTION 17: 36TH STREET 8 LOOP ROAD TRAFFIC EXITIN3 GENERATOR (VCLUIE) AT THIS INTERSECTION RN PEAK HOUR TRACT ACRES USE SIZE TRIP RATE W43ER CF TRIPS * SCIJT> DIRECTICN BC<1rD EAS1EXl1rD WESTBM (SQ. FT. * NNUBM LEFT THRU RIGHT LEFT THRU RIGHT LEFT THRU Rlgif LEFT THRU RIGHT ar UNITS) IN CUT IN OUT 0 0 0 44 0 29 0 1 0 0 0 0 0 0 0 0 0 0 0 0 PCD 100 RETAIL 925,000 1.53 1.59 1415 1471 * RETAIL (OP) 20,000 2.40 2.40 48 48 0 0 0 0 1 8 0 8 0 0 0 0 0 0 CFFICE 335,000 0.40 2.34 134 784 * 0 0 0 1 0 1 0 0 0 0 0 0 HXEL 250 0.36 0.37 90 93 * 0 0 1687 2395 * 0 0 0 54 0 39 0 0 0 0 0 0 Sub-total0 1 35 KLTI-FAMILY 420 0.47 0.23 197 97 * 0 0 0 24 0 0 0 0 0 34 * 12 UNITS/ACRE 2 41 C-2 267,899 2.16 2.30 579 * 616 * 0 0 0 0 0 0 0 0 0 0 12 0 3 54 0-3 352,836 0.26 1.94 92 685 * 0 0 0 0 0 0 0 0 0 0 7 0 4 29 W-12 353 0.47 0.23 166 81 * 0 0 0 0 0 0 0 0 0 0 0 0 5 12 0-1 78,408 0.37 2.19 29 * 172 * 0 0 0 0 0 0 0 0 0 0 2 0 6 188 R-2 565 0.37 1.00 209 565 * 0 0 0 0 0 0 11 45 0 0 0 0 7 21 W-12 246 0.47 0.23 116 57 * 0 0 0 0 0 0 3 8 0 0 0 0 8 57 C-2 372,438 2.60 2.81 958 1047 * 0 0 0 0 0 0 0 105 0 0 0 0 9 53 0-2 346,302 0.26 1.95 90 675 * 0 0 0 0 0 0 0 68 0 0 0 0 * 10 36 W-12 436 0.47 0.23 205 100 * 0 0 0 0 0 0 0 0 0 0 0 0 * 11 28 W-12 336 0.47 0.23 158 77 * 0 0 0 0 0 0 0 0 0 0 0 0 2,809 4,171 * 0 0 0 24 0 1 14 226 0 0 21 34 Stb-total 4,4% 6,566 * 0 0 0 78 0 40 14 226 0 0 21 34 * f TOTAL 1� PETERS 8 ASSOCIATES EWINEERS, IIC. PROJECT NO. P-181 Al1Cl1ST, 1997 INTERSECTION TRAFFIC ASSIGN NTS - FM PEAK HOI.R 100 ACRE PLAMID CMUCIAL DEVEL014ENT INTERSECTION #1: 36TH STREET 8 LOOP ROAD TOTAL TRAFFIC CONTRIBUTION CF GENERATOR (VCLLK) FM PEAK HaR TO INTERSECTION TRAFFIC TRACT ACRES USE SIZE TRIP RATE N 43ER CF TRIPS * DIRECTION _ (SQ. FT. * NMTHKM SUJWBW D EASTBOUND WESTBCLW cr WITS) IN CUT IN OUT * LEFT THdJ RIGHT LEFT THRJ RIGHT LEFT THU RIGHT LEFT THRJ RIGHT � POD 100 RETAIL 925,000 1.53 1.59 1415 1471 * 0 0 0 33 0` 22 42 0 0 0 0 28 RETAIL (OP) 20,000 2.40 2.40 48 48 * 0 0 0 1 0 1 1 0 0 0 0 1 CFFICE 335,000 0.40 2.34 134 784 * 0 0 0 8 0 8 3 0 0 0 0 0 HOTEL 250 0.36 0.37 90 93 * 0 0 0 1 0 1 1 0 0 0 0 0 * * Sub -total 1687 2395 * 0 0 0 43 0 31 47 0 0 0 0 29 * * 1 35 MJLTI-FAMILY 420 0.47 0.23 197 97 * 0 0 0 24 0 1 10 0 0 0 0 103 12 UNITS/ACRE * * 2 41 C-2 267,899 2.16 2.30 579 616 * 0 0 0 0 0 0 0 0 12 0 9 0 * * 3 54 0-3 352,836 0.25 1.94 92 685 * 0 0 0 0 0 0 0 0 1 0 7 0 * * 4 29 W-12 353 0.47 0.23 166 81 * 0 0 0 0 0 0 0 0 0 0 0 0 * * 5 12 0-1 78,408 0.37 2.19 29 172 * 0 0 0 0 0 0 0 0 0 0 2 0 * * 6 188 R-2 555 0.37 1.00 209 %5 * 0 0 0 0 0 0 it 45 0 0 21 0 * * 7 21 W-12 246 0.47 0.23 116 57 * 0 0 0 0 0 0 3 8 0 0 47 0 * * 8 57 C-2 372,438 2.60 2.81 968 1047 * 0 0 0 0 0 0 0 78 0 0 97 0 9 53 0-2 346,302 0.25 1.95 90 675 * 0 0 0 0 0 0 0 68 0 0 9 0 * * 10 36 M =12 436 0.47 0.23 205 100 * 0 0 0 0 0 0 0 0 0 0 0 0 * * 11 28 MF-12 336 0.47 0.23 158 77 * 0 0 0 0 0 0 0 0 0 0 0 0 Sub-iutal 2,809 4,171 * 0 0 0 24 0 1 24 200 13 0 192 103 * * SAL 4,495 6,566 * 0 0 0 67 0 32 71 200 13 0 192 132 -^ : -'0 R m • � v m n � ti a '� w � r' �' �'Cf U3 m�.��_CU,d�,.a`",.��-+�C-�'a'�'�._F."" 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