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Z-4923-A Application 3
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N N ro_ m + ° — ° m Z + N O N =r Q m CD =r 0 CD O N 3 j -+a G ' 0 ro m — _ + f m .. -+ -+ m a (p nro m 01 O m 0) m (,D . O m m -ro+ O O c (n m o oci 7 m � O n (n '< O .+ or 3 CD Q n O (D c < 7 CD y + N Q) (SD �. (0D M?7 + CL =r N N Q 7 O) D! + (,D — -fi S _• — O cD n N I (D _ n n - a (D a n (<D CD y, m LI) p _. a n (n m N O v = 0 CCD in 7 -). -+ E3 O � N O (n X N n O (D c O) v X + (D 7 (D -} 1 1 0) n m (D (D + cn O + (o 0 7n to a < 7 (D T -+ o c 7 O 7 (n O d CD o, I + < (D aO < , • Q, CD CD m (n � m = < (D 0 a (D 0) Cl) -) (D c N to c C (D a a O O co� 7 (D < N 0) � (D ,, CL cn N. 7 CD (D (D D) •• � T 1 (D -i D ((D c N + O c (D cn -� < ❑ CD CD E m < o) (D 7 < 7 O � S 7 -� N CL C O a + < to Q) (D c Q _. �. (D �< n + -h n O0 Q + O O F n O n n O a )^ O (D a — 7 (D (D N 01 0 !E n CL rn 7 + N -+ 7- O 1 (n 7 n •+ 0 �. ([ � d � � + O) X d + -07 -• a S (D c 7 N .< 'b O O O (D CD o In- N+ N W-oN m o m o m M W "i 7 -1 � + 3 -i (D m < — N < m (D a -. a fD (U O -� m S (D � - a (D 7 — m o) + o) O Cl. 6F 7 S O to 01 N 1, (0 0 — O ftt_ D �' -� + -i Cv a -+ n c d or _ N c0 0 m w AE (n � `< 0 (7 Q N _ N (D N u01 N -Oi.0 ❑ 1. + (D N 4- (D � + -h Q 0 3 7 v❑ m -� n 7 — a m — n m '+ n m m< 3+ S 0 3 N 7 n(D a N M O fi S 7 Q) S -• C (n +- v Oru a� -I (n (D m— 0) O (� O� O c -+ c. + m -+m= Q -. < N< or + (O QI tz O N 0 n< 0 0 En "1`i 7 — Q) N Q 1 {D Q CD 0 0 to N a OD x -+ (D 0 0) N < -I m 7 3 n a 0 N o + . N 0a n-[ + to 7 � 0 N n+ to N 7 O= N -• Q Co CD =rc. (gyp 0 m m 7 tr S tn a cr' n 3 + _ p (n 0 _. cu 0 + 0 7 7 v 0 N t (p 0 O o! 7 a at + m "+ (,D n B EnO c Q. 1. + v+ 7 a n -• 0) O< O, < m + (D— C O O) S7 n 0 _ _. a tn (D W W -3 O N 7 (n -+ CDD -n a � vi n m a p o N— O _tr 'V 0 (D 0 (D (7D c3 -} O+ < E 0 CD n 0 m O+ a En a d m S Q < �,CD m N-0 CD X 7- n -•� O � Ql , ;- -. to — Q or (D m — + t CD- — c (p v _ n (D O w (D + N 0— N CCL Q =� -3p CI- 7-3 C3- O n — _ + + c — 7 (D 7- -• o CD m OL m a �< (D a (D 7 N 0) a 7 (n + c (n m o oci 7 m � O n (n '< O .+ or 3 CD Q n O (D c < 7 CD y + N Q) (SD �. (0D M?7 + CL =r N N Q 7 O) D! + (,D — -fi S _• — O cD n N I (D _ n n - a (D a n (<D CD y, m LI) p _. a n (n m N O v = 0 CCD in 7 -). -+ E3 O � N O (n X N n O (D c O) v X + (D 7 (D -} 1 1 0) n m (D (D + cn O + (o 0 7n to a < 7 (D T -+ o c 7 O 7 (n O d CD o, I + < (D aO < , • Q, CD CD m (n � m = < (D 0 a (D 0) Cl) -) (D c N to c C (D a a O O co� 7 (D < N 0) � (D ,, CL cn N. 7 CD (D (D D) •• � T 1 (D -i D ((D c N + O c (D cn -� < ❑ CD CD E m < o) (D 7 < 7 O � S 7 -� N CL C O a + < to Q) (D c Q _. �. (D �< n + -h n O0 Q + O O F n O n n O a )^ O (D a — 7 (D (D N 01 0 X � -�+ � S N � s-1 N d' Q O c 0 M 0 O c t7 t7 tT C 0 O- o) m m o) (D a p pOj a M m m+ m —• < O < m 3- g In •mi. a- 0) m to om co j 0 c— -• �G C —I 1 0) + E3C 1 + 1 -0 -0 m v d rD to 0 -+. B a+ )_ 3 O N S tin Q m O (n p + f + o) o o) + + < fD -' 0) In p) ; N — (D O 0. (DD --i. + O1 m m 0 w '1 (n 0) m m > > + �. -• D S to 3 (D ; + - m tZ n 1 01 -} t7 � m � 0 a(D a m a O c a ---• (DD 0) f n n n p m CL m - m p 0 -w < + � -' - + 1. -c+ + + � m a ol Q -• x�+ O O '1 0 O m 01 -} (D m -• < n m 0 m (D c m a (D 0- m o (D m � (D + .< x O-1 O_ Q 7 + 3 D (n m 0 m S (D _ to 0 01 D) 1 + = + f,D (D tn � �• fD -�. - CD _ _ !7 0 m + m 3 m + — c m {V C (D 0 Ol -in. + X 0) � a) M p O - t3. �- � _ to _. m � O N � � + n + f �. � � , + to s c � (� m m 0 0 m (D — ; 77�. 0 (D to O; to c —• 'n m to E• — 0 (0 , a mtn N (D -. 7 m m0 N + •< (� lL + S 0+ N +N d n 0 CD O n tn3EN (D -i. -+.-; • - m a`p 0 m EDw ( (D N p + (D 3ET (D - m 0 -0 O 0) > - mm =.Z om� m o a +O> CL CD co 0 < { 0 0, 0, m to p + (D N (D n 9 - 0 m -3 0 3 m 3 to 0 -1 O m + X m (n L. 0) 0 O 0) 0=1 p (D + — :3 0m(n C n + ca- (+D to > O f o O + (n � m j m m O 3. -0 umi O +. + m X n Cr - co n W t0 0) (n ` _. to 0 X (� + m O + o 01 m p . % . p) 0 c+ 0 0 0 m? -' m N c0 + lNn 0 0 o O n o (,D '1 m m O o 0 0 o O +-(D CL D n-1� n c a 0 m n to n Q+ co :3 (D 0 to Q C: O+ CD CD O7 c X- m + -1c a: O m :n O =r 0 77, � + 0 + - n to m a m� m c +++ 0 --1 CD < a c+ < 0 o �• c S (D_. OL CD +� + B ID 7 [L — X C 0 to 1 tT D D+ 01 -h - — Cr -f. — 0 + -i+ + =- + 1 to to 7 7 0 m (f] -} 0 to (!) mn m 0 0 O 7 7 7 O TABLE 1 PETERS d ASSOCIATES OGINEFRS, INC. PROJECT NO. N181 MG=, 1%7 1-430 d SI-IAXO V ROAD TRAFFIC G64MTICN ANALYSIS S DIAR10 A — 100 AGE PCD 244UP TWO-WAY AN( PEW HOUR PM PEAK HOLR DRIVEWAY VOLUMES TRACE ACRES USE SIZE TRIP RATE M) OF TRIPS TRIP RATE N143M OF TRIPS (SQ. FT. or UNITS) IN OUr IN Q!r IN CUT IN OUT RATE TRIPS PCD 100 RETAIL 925,000 0.38 0.23 352 213 1.53 1.59 1415 1471 37.20 34,410 RETAIL (CP) 20,000 0.00 0.00 0 0 2.40 2.40 48 48 40.70 814 CFFICE 335,000 2.07 0.36 693 121 0.40 2.34 134 784 17.24 5,775 HN& 250 0.57 0.28 143 70 0.36 0.37 90 93 10.50 2,625 TOTAL 1,187 403 1,687 2,395 43,624 s WI C-1 0 Ol (0 (D D 0) '< (D n n m x 0) S — m O —+ — o, or m a n n n m aN c N 0 x O (o — - o► -• CL 0 of m m (D 1; o� x CD y fi a v — a 0 IZ _ O m .+ 0) c0• n n U) O +CD (C) a m + n m a m , S (D v m (o v (n _ O � m c (Do + + 0 n In m -mi. n �+ S (n of (+D n Q O N CD O n 3 a En O Q Q 0 O 01 O + of O n m CD -1Vf N 0) m O 7 � O m + c d 13) to 01 In + En m n _ --I (n -1 . S (D ±_(p m R ° —• (n ' m m a m + -- m + 01 n m < ED n m mEn c f 01 D+j n -0 (D _ m (mn + 'V-�. (D m (,D 3 S 0 En O of + Ot (D 1 0 = S + d S O O m CD + + c 0 + O + S () I =- m + + 4' n CD m (n N 7 ,O + m c 1. d a (D + Cl- -n O m 0 01 � m � n � (D -+13) + (D O CL 1 c m (n m + ' N Cl) f m o, Ln M 0 =r O =, -1 n Q cj m m 7 n m S c � -+0 n n N tn tn o S Q) °�' (D OL m m � In O S -� O + zE c En ' n -n ^ m or C � =3 tn 01 a Q CL CD < m m N g O O v (n 7 m n < 0) (n tZ ((D U1 7 O tn o n to Ln O (n 0 c B O 0) m -h VI d + Q 1i S (77 O (D — or -u + m 3 a n (D + c (ND 1 S -7- h O m O c I m � 1 (D • 0) O c v En -< n II —I ii -' l0 00 'I O� In A W N - II> II m O II II � 11 II W II In In N dO -. N l7� 1s W II C) II D ONO CO N %O p In II M 11 (7 11 II (n 3 3 O n S Z7 p O 1 1 N N N I W II II n r _Im. N N N N _II N li u r m (n 11 11 v N M 1 It II ii v n u II II — Z II p Z LA N)11 ,O II r A � Jv N 00 W O 11 Ill %W N -! II C — — II (n ;i W l�. N In A ` II Z N II — W kA 0 %-4 .LA p% 0 lWn W kD N II -n m II to ON O� N M O� In 00 W t0 O II v II II � -+0 n n N tn tn o S Q) °�' (D OL m m � In O S -� O + zE c En ' n -n ^ m or C � =3 tn 01 a Q CL CD < m m N g O O v (n 7 m n < 0) (n tZ ((D U1 7 O tn o n to Ln O (n 0 c B O 0) m -h VI d + Q 1i S (77 O (D — or -u + m 3 a n (D + c (ND 1 S -7- h O m O c I m � 1 (D • 0) O c v En -< N+ tT < -4, -- — a— m = w m x 3 n cD N O °y', N N X• (a + = C-. v � + D O cD M 3 �^ a -i En 7- a a 3 Cl � N O 0) m (D -< + N+ + to ?. m tn m + - _. + (D -' m _. S 7 u' C + (D 1 C < — Q C 0 :3(n Q tT a I :3 + Ln (D + 3 O a In d = N 0 !n a 7 — CO In 1 (D + a O (D C') = a (D --h (7 O O O O N (D cr - Ol _ <' (D m O) _. (n fD -• a -h + + _. _0 n — + N C m (n -1-i oOi fD tn { - F n + n 0 p n n n n O Mto a n a p + N cn -} 10 p (p 0 %D (p OD tOn c (D f< + X �• 0- 0) N O (Sp Q a ~' N •� Q a — O-4, + O O (D of X c < X o<i , (D 7 n o� n N — X � (o -I -n 3 a O } (n (,D 2 c 0 � + N O � C �. O N Oc " co (D (D � -+ W -fi tn , N 4 (D � --I (� ~ +n+a Cl (o -+ vo (o O n w m Q0 1 - C -)m 2 F + , + > > c 0 �' CL a CD= 7f o,= d — O d d m O j T + N x, (D 00) 1, 1 C N N F ,c (L In W 3 -• — m O< m Q N �' N a 0 (� O O O X N< cl- 3 o -�. — 1` (o cD cLn -i 1. Ln N (D O< Q 7 W 0 -3 (D In ; F -• 3 (n d + S to d CD (D < 1n (�D 7 3 a X — (D <O O fi O S d to 01 01 (gyp ci O• (D -�(, (D _ (D O ± to to — In O N n• _. tT '�3 0- 01 to �. (o (n I N ? 00 (DD 3 ? to -� n O n m y (n (o CL - � to N - O � N to AE < c M n tv c Q c to + O � v N 0) o-+ d (D (n v. (� (D -} d 00 < (D (D O c 00 O� pO a -1 (D n CO- O d d D0 (n a M a 7N D -h r 3 0) XQ- =n :3!O Q. a M (D a (D D a (D d a D CL 0) 0) — + ,j Ol � Ovi{ (o O to t — (n = N�aO O O n) 00 or 0 M 0)+ M -1 c MOB(OD a cD d C) + + ` � N 0 '* 0 O (n En r 'n a aO) c+D a O U C p O p+ �aa D t o (D 0�= a p p — +p( .�CD +v pO 3 cD� O O +O O c—Ln 0) 0-N of O In - O O 1h a n n cD O + a -i, to 0 (D —p O D a to of = O) — d tv (D (D (o E7 W4 C7 0. c f O O O -• O �< n O O - ;p ;u --i (n cn > o :3 ;u m v (n v O -• S O (D c? O -. O c + c d 1 < � n CD c + + (O { Ol 0 +cr Ol + + 1 > cD n c 0+ c O c- N O c (D + 1� j + O A O Q; n+ a+ -• a+ n W_ (p s=r a O O O CI O 7 + 0 X D• 7 O N + O c of .. :3 ± d n + � d + + O (OD + p o fD =,- d (D d AO vim- a 0 C 0 0 0 .. (D 0 cD O X •0 c N En Ln to g S tn (D 01 f C- tn '� •-. O Q _ + m � F O O (D n 0 nW n O( N tn �► :7o of O cn O+ Cr + O (D n -�+• O 3 C + J S a CO N c g "+ c m m O O (n a+ (D n (D n O -I - n m X (D Q En n a� + cD O- 1 pl < (D p( n N + c + (n 0 o+i ni n a v (D 3 =r tn _ .. f O _ n a - O(n f n O O 7C 1 (D n cD � a N D (D W n ,, + n "+ c (�• (D 7 O =r -' W I O + to O N W W n O (n (o O O O c f -n -• r �< n 0+ a - + 0 a (D S O D! Iv < CD c -+ (n n + p n+ -• O n + (p a n O+ CI a a d O D• (CD (a + p =,- (D AO a 0 0 0 0 0 0 O X O O g (D =3 Clp( � ODD a n �► :7o of O (D Cr O (D n -�+• w J S a CO N c a + D n W (n a+ (D n (D n O -I - n m X (D Q En n a� + cD - -c N (n 0 o+i ni 1n a (D 3 + f O _ a O(n f n O{ 3+ c>> � a N D O + n "+ c (�• (D D O =r -' O O p p O N N 1 n d O O �a n <=rn N+ D N W 7 cf < '(Di CD + v Cl.n of n(Da (D of n - In A -1 - - + �• O � � - (D n cCt � C 23 C+- �, pl 0 7 n Ol n (D d + + _-x + -• 1, 1, O n + =1to c CD 0 c -V CD 1h of n n n E+ O n a U) O_ Ol 01 7 70 0 1 (D < n 7 0_ n n f+ mti 1. O+ f7 O + n c f N (n p s O _ O W O (D (D O) n 7 (n (nn -7 -1 n -3 < (n (D c N = f S O (n O (AD f O f o ++ a 3 cn O O N (D (DO { (D d CD 0 O + 0 + + + S (DCD -� DI N- END CL O. O v O O cD o O (D o0i , < < (D 30 - _ O (D (D -• _ Q -• (D - O - (D c '+n , s n =r O c + S O CD = =-3 0) (cD (n + (n { _ (D(D NLn o) O + 1 C7 O 1:3 c -01)+ (D (n n m w -} = cr -. o O •< a -< = + PETERS 8 ASSOCIATES ENG I NE3RS, INC. PTDJEL7 ND. P-181 AUSTIN DEVEL0136ENT OCWMY S TS, 1%7 TABLE 3 IN ERSUION TRAFFIC VOLUME WWM PM PEW H" (Contd.) * DIRECTION INT. 1 INTERSECTION WE * WHE101M SQlTHEIMI D F.ASIBMI D NES►EUM * LEFT THl;U RIGHTS LEFT THWJ RIGHT LEFT TMJ RIGHT LEFT TIM RIGHT 1 SHKKL FCIa ROAD d 1-430 (NORTH) * r * * 1987 EXISTING TRAFFIC * 18 266 355 469 53 74 * 10 YEARS a 3% (3 I4 GROWTH * 6 91 0 0 122 161 0 0 0 18 0 25 * 100 ACRE POD GENERATED TRAFFIC * 473 410 0 0 266 0 0 0 0 835 0 0 * OTHER TRACTS GENERATED TRAFFIC * 18 201 0 0 696 187 0 0 0 305 0 393 * TOTAL PROMM TRAFFIC 1997 * * 515 968 0 0 1,439 817 0 0 0 1,211 0 492 * ■ % BY 100 ACRE FCD * 91.8% 42.3% 18.5% 0.0% 68.9% 0.0% 2 S Y+C[LEFORD FAD 8 1-430 (SaM) * * * 1987 EXISTING TRAFFIC * 102 59 198 201 217 2 4 10 YEARS B 3% BPO m G;CM * 0 35 20 68 69 0 75 1 1 0 0 0 100 fCRE POD GENERATED TRAFFIC " 0 861 856 0 1,101 0 0 0 355 0 0 0 OTHER TRACTS GENERATED TRAFFIC * 0 156 30 557 342 0 120 0 39 0 0 0 ■ TOTAL PROJWM 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 S1ipCKLEFOF D PM d PEfCHTREE * * 1987 EXISTING TRAFFIC * 6 250 824 5 18 27 * 10 YEARS 8 3% WGUM GTUYTH * 2 89 0 0 283 2 6 9 0 0 0 100 ACRE PCD GFNuA m TRAFFIC * 20 402 0 0 250 0 0 0 17 0 0 0 ■ OTHER TRACTS GENERATED TRAFFIC * 92 410 0 0 654 33 72 0 176 0 0 0 TOTAL PF JECTED TRAFFIC 1997 * * 12D 1,161 0 0 2,011 40 95 0 229 0 0 0 * % BY 100 ME FID * 16.7% 34.6% 12.4% 0.07% 0.0% 7.4% 4 SHWOU_TRTO ROAD d KOGfR DRIVE * 1987 EXISTING TRAFFIC * * 25 390 555 28 100 172 + 10 YEAS B 3% BAOGUM GIROIYTH * 9 134 0 0 191 10 34 0 59 0 0 0 * 100 ACRE POD GENEPATID TRAFFIC * 6 163 0 0 103 0 0 0 19 0 0 0* OMER TRACTS GENERATED TRAFFIC * 65 421 0 0 369 46 117 0 248 0 0 0 * TOTAL PIOJIDTED TRAFFIC 1997 * ■ 106 1,108 0 0 1,218 84 251 0 498 0 0 0 * % BY 100 ACRE POD * 5.7% 14.7% 8.5% 0.0% 0.0% 3.8% (Contd.) TABLE 3 I NT. g I MFRSR,T ION W+� Ia7fZTFB01�p DIRECTION * LEFT TH;U RIGHT LEFT �,p THRIJ RIGHT LEFT W TH LI RIGHT LEFT IMESTBam * TH U RIGHT * 5 WCKLUOID FM a N3" Lap FOU * * 1%7 EXISTING TPATIC 110 222 10 YEARS 0 3% BKKG�Ctp CFCW7H * 0 38 0 0 76 0 0 0 * 10D t0E PCD GATED TRAFFIC * 4 1,158 0 0 783 539 489 0 0 0 0 0 OTTER TRACTS GBERATED TRAFFIC * 4 226 0 0 212 171 52 3 0 0 0 * 0 0 0 0 0 TOTAL PROJECTED TRAFFIC 1997 8 1,532 0 0 1,293 661 541 0 3 % 8Y 100 ADS FCD * 50.0% 75.6% 60.5% 81.5% 90.4% 100.0% 0 0 0* * 5A WMEFCAD FOU a MJTH LOOP I;M * * 1987 IX l STM TRAFFIC * 110 222 10 YEARS @ 3% BA009UM U WN * 0 38 0 0 76 0 0 * 100 AX PCD GE EPATH] TRAFFIC * 60 737 0 0 396 391 428 0 0 0 0 0 OTHEIR TRACTS GENERATED TRAFFIC * 4 226 0 0 212 122 52 0 62 0 0 0 * 0 0 0 0 0 TDTAL PROJECTID TRAFFIC 1997 * 64 1,111 0 0 905 513 480 0 62 % BY 100 A9f FCD * 93.8% 66.3% 43.7% 76.2% 89.2% 100.0% 0 0 0 * 6 WDiLEF M RDA) d 36TH SMELT * * 1987 EXISTING TRAFFIC * 10 YEARS @ 3% BAD(MM CST* 2 89 42 64 80 5 10 8 5 18 8 47 * •+ 100 AQ7E Fm GENERATED TRAFFIC * V 1 0 31 78 14 0 22 28 2 3 3 2 6 3 16 * QTFER TRACTS GENERATED TRAFFIC * 27 44 6 25 103 54 53 0 29 31 11 0 0 49 * * 59 60 159 17 10 171 74 * TC7TAL PIOM'fEfJ TRAFFIC 1997 * 30 242 62 214 215 66 102 201 35 % 8Y 100 PCSE FCD * * 0.0% 32.3% 0.0% 11.7% 25.2% 0.0% 28.3% 15.4% 31.7% 34 0.0% 182 0.0% 186 25.3% 7 36TH STFa7 d LOQ' F&D * * 1987 DCISTING TRAFFIC * 10 YEARS @ 3% 9AOQUAO GROWTH *0 0 0 0 14 3 100 ACRE PCD GENERATED TRAFFIC * 0 0 0 43 0 0 0 0 p p OTHER TRACTS GENERATED TRAFFIC * 0 0 0 24 0 31 47 0 0 0 0 29 0 1 24 200 13 0 192 103 TUTAL PROJECT® TRAFFIC 1997 * 0 0 0 67 0 32 % BY 100 ACRE FCD * 64.2% 905.9% 71 66.2% 215 0.0% 13 0.0% 0 223 0.0% 132 22.0% W g N A a cc 0 ,• + 0 O 1 c in 00)) CD CL • CD E + (D E S c 0 O C A (gyp c n O (D (SD 1. 0) '< A CD m : m w 0) 0 N N < m O m 7 O co O CD O CD =.+•fi E O A 0 (D , m + + m C � m m a 1 1 c N i N N (D + OL �. o,) o) O — A CL ` a (AD (n 1 CD E n Oc0 c < < 0 m m _ n O a ►� (D m CD E + + O W O S 0 O O -• m S A <0 CD c •i (< < C-• i m .� 0 nCD C 7 O A + E S — m• En n A O D i 1 -fi N• Cl c (<D M N O v S + •i` a m O, n (D -�• A Z m m + -Ps. CL w m 0 < 0 A v m m — S O c n v N 7 N O (n -4+ • O CD + — m n o A 10 f 1 < N (p N — c m O 0) , CD (1 0 m 3 m 1. N0 + CD = N (D + { O o o) G N + (p m (n CDD O 1 `< A m A O { c t c Q n 1. -• c OCD n n-1 - - -• a X 0) O :3 (0 + - n O (n v S -� A m 0! S A O < m c m -0 m 1 O 0) m a O (o < 1, N LA O n -• z ON O d N + Zr O (D O A N m 1 � + -0 N m n S 3 0 •+• O — • A (D (o O — O c S n Ot N 0) A n m cr — — M O A O CD c (n — - + 0) O O E -• + 3 O + O1 < � 0S m m 0 c i n 0 n � + c S + 1 0 o, S m O + m N X (D — + + (nD CL S 1 (n c 0) (D 0) A 1 + 1, CD n � _ — m — v co (<D A n — 3 O O O v (D 0) 0 O S + E (,D O 0 v c m c + O 1 (n — 1 • m a m + C O C: S m N D 01 N 1 m N c + N 0) m v m N m + CD n + S CD CD X + N CD A + O O + S N 1 m v O 1 + 0 t X � m (n (D m + 1 c (D -< + O • N :3 m c CD + -AF N S O (D CD 1. -+ Dl � 0) CD N ,< E E N 1, — � c + S E — d S in m n + O -1 7 D A + m S CD + :3 A O (0 m m � (n O (p (ND CD N - -_ In 1 A W 0) O CD -. A A 7 d m n 0 m 7 (D -+ O O N CD --x 1 - < A .0 CD 1 O O O -i+ -n a) n 1 1 1 1 1 1 0 O < n+ r r -- -u A O =r 0 0 P. l�. 0) (n n >; :3 A n a D + a) — CD A A z N 1 v+ p0 mi, 0 lin lin f+ � i< 1 O O -, N N S= v m+ C1 N-I-fi CT Cr 1 in N n A O O c <= �. 0) w > > m n O 1 0n OM N a n n n -. n+ 0) (A .. O O� S A O n 0=i O z -1i, n n N — c N X co c + v-0-0 X O N =r 7 7 01 01 m n 0) n n > > 1. + CL n O m N (n 1 O + + S S (n Cf) n 0) 1 1 n n ori 0;� (n N x 7r A A O x 7: 0) �. X X�• �. CD (D n c + =r 0-r, --h + S I 0 0 0 c N n n 1 7 1 + + n n CD CD i 00) 00) O O (D m n (a. o) o) + + n n IL (D (D to (n -� c c S CL 3 (D � 3 1 DI (D ,. !n (+D N C to (D _. A :3 O + :3 + S -h (D 0 A + • 0) S � (D S oj A -f. O to + 01 0- N (D n (o to — F (D n to — _+ r O O O (n (< N •. N (D — 1 c < (D (n A -* (D O � r (D O O) A S A a o) „ � c O — d A + S— + O O :3 to (D 0) 0) A 1 S (D N A 3 o, Q m O rn + 1-4 COD 0) to m o C) r A '�• (rD a S+ 0)- + O n -i ? CC) :3 to O Ib' tD U1 N 1 7 n X E DI (!1 3 -- + O c �C 1 to f -0 (n (n n O + N + + (D (D ty 1 S v S p) 9 ,O dO a m o +(D 0 O (CD (D O 3 A O 1 c (n -�, O ((DD n A Oa ` N 0) (D a < Cr O 1 (D N n c CO f O + v 3 (DCD + + + O -1 + (D '1 1n SD ( 'D O -fi N 0)to A w c d to + CL to c O c + --q < 3 (D = (D =r S + c7 (D n to (n O (DCL CD N O O D) A W O — + (,D + p tn 0) �C + CD — 3 :3d (D 7 (D 1 cL tn (D f d (n O cn S S n p — — + o) A + to S { (D < Q — (DCD , A (D — �< n) + S O O0 --+ c A + n A (D (D tox --i, O < O A n A (D 1 (D N A 3 o, Q m O rn + o) 70 A -I 0) to rrl r '�• (rD a S+ O + O II,O (D O (D Ib' 1 c n < C— CO O 3 S 3 -). (D , -0 (n (n (<D _ + (D (D ty 1 to 3 (SD (D 9 ,O dO O o O O o) (D D - c (n Oc A Oa ` + C7 tDcQ(D A n (D (D n + + 1n — (D O -1 (D '1 1 (D 'D (D (D O (D ty to N 7 O O '� (D f1 < (D CD{ < n (D A 0 S O- (n O cD cD n• + -1 (D nO A N n) + (D c o) (AD CD — m x +(D + 7 Q -� (n m tD O =O 3 0) A -• (D 1 - 1 (D (D < — N <O O Ln Ln fD CD (D 0) 70 c 1 a - d X, A + : 3'a (D n + n (D n O, CL (D , c O (D c O --h S + 0)+ O cD < () (D 3— A n c N _ 1n ca N + p) 3 N — _ < < `< O — cD O= 0 f+D M d O -• — N 3< < N D) 7 (D 1. (D N CD 1 N E + (D S SAD O O S + f s n O N+ F (n + E 'v < O f -. (D (D S In c�D 1 0 v (SD O (D A M+ 0 a 77 CD 0-S In � 1 • N d -0 1+0 A N= (D A- O (D < O o) O c (nN n (nn - +O -(D' n < CD 1Q— 1n -• (n 1 p O+ N O -•0)— A :3_ O CD — O CD CD O O 3 c O O 3 (D + 3 N (D i' S (xj (<D c (n 3 , (D O n v '< A = S -fi + N CD 3 0 1 IN-. + O c -�, -�• n 3 O (SD (D --h + O C(D - A + (D O -* ° O � a 0, o � a o IL - — CD A a : (n °1 A � 3 n + ,< • to 1 -- 00) (n -} :3O (n 1 N 0 S (D —CD < < (o S -0 d -7 + (D CD+ O � S — — v -» D to CD O o► O (D (n Ln O -1 — S S �{ — 3 _ to < 3 = � o _ to { cD n N p S, O c _ 0 O (D -I n) _. f (D a- A S =3 11 0- _ N (D D1 n E + M (D + (n (D -h n0 N (n (D :3+ p) (D :31 (D + 0 Ln to O = Q) 77 PETERS 8 ASSOCIATES 961NEIRS, INC. PROUECf NO. P-181 AUSTIN DEVELCFM34T CCIPAN' TABLE 4 LEVEL (F SERVICE SUTNV7Y FM PEAK HCLIR (Contd.) " DIRECTION I NT. A INTERSECTION WE ► NUUH3 1JnD SOUTFBCIJND EASIBaw WESTEIM * LEFT TFM RIGfr LEFT THYJ RIGHT LEFT TH U RIGHT LEFT THdJ RIGHT 1 SHAMEFCIa FM d 1-430 (NWM) * * EXISTING LEVEL CF SERVICE (LOS) * A A A A D A * * LOS WITH 100 ACRE POD * C A C A D A * LOS WITH POD FLUS 11 OTHER TRACTS * D A D A F A k LOS WITH 361H STREET INTETY A GE * C A C A F A * * 2 91PDQEFU D FYY+D 8 1-430 (SCLITH) * * N EXIS'IFG LEVE_ CF SERVICE (LOS) * A A A A D C A ■ O * LOS WITH 100 ACRE FCD * B A B A C A A * ■ LOS WITH FOD PLUS 11 OTHER TRACTS * F A F A F C A * * LOS WITH 36TH STREET INTSUi M * E A E A F E A * 3 SWMEFaU RYCI d PEACFRREE EXISTING LEVE_ OF SERVICE (LOS) ■ A A A A D A * * LOS WITH 10D ACRE FCD * A A A A A A LOS WITH PCD FLUS 11 OTHER TRACTS * C A C A C A + * * LOS WITH 36TH STREET INTEFGVNX * C A C A C A +� * 4 SIMLIU01Z) FM d ICOGER CRIVE + * EXISTING LEVE_ OF SERVICE (LOS) " A A A A E A # LOS WITH 100 ACRE FCD • A A A A A A * f LOS WITH FCD TLLIS 11 OTHER JRAICTS ■ A A A A C A * LOS WITH 36TH STREET INTER3jqqGE + A A A A C A ■ (Contd.) TABLE 4 I NT. # I Nn RSECf ION WE NOR1hMM SOUTHMM DIFECTION LEFT TFRJ RIGHT LEFT TI-M RIGHT EASTBam LEFT 11-RU RIGHT LEFT WESTBOUND itFLJ RIGHT � 5 9iA0(LEFORD ROpD 8 NORTH LOOP ROAD EXISTING LEVEL OF SERVICE (LOS) * A A LOS WITH 100 ACRE FCD * A A A A C A * LOS WITH FCD PLUS 11 OTHER TRACTS * A B A A C A * LOS WITH 36TH STREET INTOUiga * A A A A B A * * 5A SWWO(LERM FM 8 SOUTH LOOP ROAD * EXISTING LEVEL. OF SERVICE (LOS) * A A LOS WITH 100 KW FCD * A A A A 8 A +t LOS WITH FCD PLUS 11 OTHER TRACTS * A A A A C C LOS WITH 361H STREET INTETUi+VU * A A A A C C * 6 9iAMEFCT;D ROAD d 361H STREET EXISTING LEVEL CF SERVICE (LOS) * A A A A A A * • dA A A A A A A LOS WITH 100 KW RD A A A A A A A A A A A A LOS WITH FCD PLUS 11 OTTER TRACTS A A A A A A A • A A A A A LOS WITH 36TH STREET INIERO VVa * WA WA WA WA WA WA WA WA WA WA WA WA 7 36TH STREET d LOOP ROAD r EXISTING LEVEL CF SERVICE (LOS) * • A A LOS WITH 100 ACRE FCb * A A A A A A LOS WITH PM FLUS 11 OM TRACES 4 C A ■ A A A A LOS WITH 36TH STREET INTETCYVJGE * D A A A q q r S 0) -1 nM -• v O :3 O 0 -1 n — =rm= M -1 =; p -r1 f -+ D (n n = -• m -i -m m < 0 + to 0 - < m= + m m m 0) .+ c to -< m m -7m g n s , Q ::r� — 0) to m a N O (n+ O 0 - m m O c In + _ (D N F U1 tn 3 n 0 7 < m nt + (p � Co — to + Wm CD CL (o ---h 01 m e+? + <— —_ m — 3 m— c + p + to N lh m cn X 1 + O n n + + m — "'' O In -• N (D B n m X + (D � + O O -f. n to 3 N m (mD n ++= s O f -Oj + + a s 0 m v+ <+ j m� m �' O m m 3 n N+ to �; u0) 9 m + "^ v _ �F N Q (DD O m -• to to X -. 0) � ,O 3 m (D 7 m 0) — m 'h + + = 0) + 0) m -1 < of (D (D + + O 1 � OJ m .. 0CD + -' 0) — M :3 to 0 0) 0 + 0 -mF + CD to tn' to tap + "' O0 "' 0) CD (=D 1' 0 to < { 0 0) 7 + O to m to 1 0) -• n 0) -' m 0) to < to -h + 3 p CT t7 A Q + -• m m O '< 0) { C -mi. (<D = to + ; — n 13) CD - + + m (D m 0) o, - (D c<D + < 0) -* + 7 CL 1 N CD (7 O � 7 m a C •< 0 (D C- m 7 n O S m 0 C- , (0 0) 7 En m C n Ln + a (D _ m 3 -� (D O , '< to m O -' O 0 '1 + to 3 (D � O — 0 ,• m N 0 0 F 7 m 0) '+ 0 m + to (D 0 7 O O;; 23 CD O o) m c 0 of v m m tn CD N (o -), O 0) — n- h to n n< + m � m n 7 0 7 m p + 0) m n (D m (D n 0) n + + 1 � .+ to n .� a m m (D '< En -v — + O (D -3 0 Z m+ C 0 -• a '1 7 0 : + O + 0 O 1 0) 1 C 0) 0) -+ : + +� C E m to C) En W _ -h -< O — c- 1 m 1 — -+ O 0 n C O (D n <O = 0 0 to � > + 1 m Oo fi � � c � CD m < m m - _ — Cl) m m O 0) -0 -1 O 0 (OD + `� > > -0 0) 0) (SD Ol 0) + m CL — CD (D - ' 0 c > to (o + -3 -3 ; m to n (,D (D to 0) 0 23 3 z d (� m j O m m0) --u + 0 -0 B CD+ (n 3 0 (D � 7 � Q + m �' ± + -. 0 U O O v > + O) -), 1. -i p 0) N -' + 0) to O m , + C' 0) -3 (D n 1. — '� (D m n C C (n n to � -• O-1 + c-. 0 C m 1 A + 0) to 0 0 -, to m C n to to � f p 0 m (D � (n W to El.+ O v o n 0 0) O =O (n — Q 0 (D(o 0 0) O m 3 ++ m M 0 + -h n m + S + — :3O) 1 .i, � -. + + O 0-0) T + o) of O C �. m c -^ CD 0 + m C m O+ to C m a +— Ln n -m+ • • • • n X 1+ to (a O O O + > > > a n n �, O O o o > > > In 0 F F 7 �, -• n (D -i :3 + i C) p7 + m C) Ln 1 (D of to n -XF -oF m + (,D 0 (mD d• + () + Lr) � 0! 0 m =' n 0) (D (o (D CD - O m F- O O CX — 1 1 I 1 I 1 1 1 1{ (D 7 S N r — O1 N — Or— (0 n 00) - On -T• 7n� 0 cv co Io O t,. A 7 n 0.- _0 W W 0 + CD (D of of + O 00-0 of O Q O --00ONp O 00 O O 0 ODa O c c c 0 a > n A 0 O-0 0) -1 D in O _ N= O� 0' � n O a 0) N (D -F N p g -+ p ,O c c , , n > > > 0 < Ln (o 01 0 7 0) (D (p 0 O n -1 d . 01 0 (D 3 O -+ + —-- (D + O N cC) n = (D N CD + O Ol 01 0! -0 O 0 —_ f N v -F 01 1 (D (D n (D n (n N, 0 3 -' -+ 7 (D 0 1. -i. 0i (D to (D -• S 0 O c N 0 (OD -0 N 1` CD N 0+j -h Q 4 — (AD N + O, Q (1 tn (D S 01 0) o — (D `' 3 3 0n —_ O 01 7 CL I 0 0 O- N 3 7 0 + (D W W (D N 01 -+. n n + nN i . ) c S, O OA� �N �O < �fD < 0► (D 0 O -I O 1. d (D O pNp (n N D 01 01 n( (D N A O f1 N 7 n 1, -+ p n S (D 0 -,} — (D 1 N Q 0 p 0 CD 7 ++ p c c 3 v 3 n -F c 0 N -r. 1. O N -Pb 0 (D n -r j O O O CD Lq � In — . + ((D 00) 9 + fD O (D -T 7 N (D (<D - M (D 0 O — O -+' (n —_ _ N ] + i -+ l — O + + 3 n cD — =r00i 0) O (o 0 (D 01 — _. . (D P- CD zr (o :3-• -. O N cD 0 � 3 3 n O, + + N Ol 01 0 � j 0) d 0 M- d0 -4. v Z37r (o — - 01 p Cl) 0 :3 n 0 p+ v 0 < In 01 0 1 7 0 E n (D :3 X = N a + j N O= n 3 3 S n v 0 3 0) n N 0 -• p N O O — O > > — c + , 0 (n — (D + N 01 CL -• n -I + E 0:3 (+ a CD 0 -. O a) ' 3 (D O (n Ln (a O O O 11 1 1 I 1 I 1 1 1 1{ S r — N — Or— D� 00) - On -T• 7n� 0 cv co Io O t,. A 0 0.- _0 W W 0 of of + O 00-0 Q --00ONp 00 0 ODa O c c N N= 0' N n 0 0 p ,O c c , , n > > > 0 < Ln (o 01 0 7 7 (D (p 0 n n d n n n S 1 + —-- 01 -F N O Ol 01 (D 0 n 0 0 1. -i. 0i c+ 1 A N N CL 4 -3 -3 =1. > >— S 01 0) o — `' 3 3 0n —_ O 01 7 1 I 7 7 0 + (D W W (D CL nN S� 0► -3 (,D O -I O O O d O D 01 01 n( N 3 -+ S 7 n -F -+ (c 7c 7- 0 (D 1 Q Q w W+ c c (D (D n I + -r. 1. -Pb 0 O -r 7 O O Lq n n O c N -T 7 OL n O O O N ] + i M O + c — =r00i 0) + 01 — p P- n :3-• cD � 3 3 + 0 M- N tn O 0 :3 0 O :3 0r n 3 v 3 0) O 1 --Z ---I -y --1 --1 .- -I �I v c 33 m ou ic C m z 0 (71 C m v c 33 m 0 a m D E Q►: cab HU � N O n m 0 m Q C m m s w 0 c m STREET NAME OF -" �4iz� p :;5•;;: • ;: Y' iz =� ♦:s 3 .• � ;:' F4% ,��• A STREET NAME � i►+.�': *ryS• :yr�w �t � s� �;�RC�� �:_��.��+7 `� • 7.y'.• ar����1:{ +�i� ��::• • •. .•4c.a�y:=•s;' ' r.�:: i .• i17i'� '�-t. i.!.i� .•y�frC�.�". � �+-�.+�� : i� s ...;•r Z Fa• ;v � :�f� : tc;..��i�i�. �y�2,wr:;'r � �,�� y = -�•-} � � •. ���:'' rte": •^.-.�;. ��. 1A � �z--�r>>`•: .�':r[ii''4:i f�•..t x',,.�: y: 1•. +'+- +S. lift•'- Y',1�y '•'"'•4?a-�- irrc: iF ��"r `� fir•r ," s•x' V a r'- mss• i'R r ,T;•: IL t. � � ryytL s£.%:i�i�•� �yyS:! , ,�V .+,�•� �:,,:: � •wti,• , A �'tti ; YT:;r! Y r ; .;.. a:'.•'er:� `'�.•' FF; � !��t,'1?•.`t�.`: ��`.•i►�..�' ,'!�Gw� ��j +..•.�"' .s: R:+tix�A=�r.:c�••'t} i'�y" ��'.'•��;.�.r rY;' C m s 0 m m 9 PETERS 8 ASSOCIATES ENGINEERS, INC. PROJECT NO. P-181 AUGUST, 1987 PM PEAK MR TRAFFIC - LEVEL CF SERVILE SIP*RY - EXISTING CONDITIONS 100 ACS FLAMED GUNUEFCIAL DEVELGMW - PLUS 11 GMR TRACT'S TABLE A-1 * DIRECTION INT. I INTERSECTION WE * NCRIIBOIJ,10 SOIJTEBUD EAS1ElM WESIEIM * LEFT THIJ RIGHT LEFT THAI RIGHT LEFT 11M RIGHT LETT THIJ RIGHT 1 %AMLEFOR7 ROAD d 1-430 (NORTH) # N 1987 EXISTING TRAFFIC 18 256 355 469 53 74 EXISTING LEVEL OF SERVICE A A A A D A■ 2 94AMEFM ROAD d 1-430 (SOUTH) ■ 1967 EXISTING TRAFFIC * 102 59 198 201 217 2 4 EXISTING LEVEL OF SERVICE * A A A A D C A a � 3 9410UHM RUED d PEJAGMEE * � r * 1987 EXISTING TRAFFIC * 6 260 824 5 27 EXISTING LEVEL OF SERVICE A A A A D A 4 SHA0QHW ROAD d KOGER DRIVE * 1987 EXISTING TRAFFIC * 25 390 555 28 100 172 EXISTING LEVEL OF SERVICE ' A A A A E A 5 9ip0Q.EFM ROAD d NIMH LOCA ROAD 1967 EXISTING TRAFFIC * 110 222 EXISTING LEVEL OF SERVICE * A A 5A SHKKLFFM PM d SCIJTH LOOP ROAD * ■ 1987 EXISTING TRAFFIC * 110 222 EXISTING LEVEL OF SERVICE * A A r ■ 6 94kK M ROAD d 36TH STREET * * 1981 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 36TH STREET d LORD ROAD N 1987 EXISTING TRAFFIC * 11 23 EXISTING LEVEL OF SERVICE * A A TABLE A-1 PETERS R ASSOC I ATFS EM I WT S, INC. PROJECT NO. P-181 ARM, 1967 INTERSECTION TRAFFIC ASSIGNMIMTS - PM PEAK HU 100 ACRE PLANKED 0014431CIAL DEVELOFTNEWT INTERSECTION I1: 1-430 d SHAMEFM MM) TRAFFIC ENTERING GEAERATCR (POUNT) PM PEW HOUR AT THIS INTEIZUTION TRACT ACRES USE SIZE TRIP RATE Nl eER OF TRIPS * J- ---�~� DIRECTICN *^ (SQ. FT. * NUU Babb SOUTIBO(AD EATBOM WESTBOIX ar (,NITS) IN OUT IN OUT * LEFT IM RIGHT LEFT THU RIGHT LEFT THR) RIGHT LEFT THU RIGHT PCD 100 RETAIL 975,000 1.53 1.59 1415 1471 * 15% 50% RETAIL (CP) 20,000 2.40 2.40 48 48 * 15% 50% OFFICE 335,000 0.40 2.34 134 784 * 25% 5D% HJTEI- 250 0.36 0.37 90 93 * 15% 40% * * Sub-taha1 1687 2395 * * 1 35 MLTI-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 0-3 352,836 0.26 1.94 92 685 * 25% 40% * * 4 29 W-12 353 0.47 0.23 166 81 * 25% 13 * 5 12 0-1 78,408 0.37 2.19 29 172 25% 40% • * * 6 188 R-2 565 0.37 1.00 209 565 * 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 %8 1047 * 5% 25% * 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 * sib-?otal 2,809 4,171 TOM 4,496 6,566 PETERS R ASSOCIATES ENG, I NFFRS, i rC, PROJECT NO. 1b-181 ALGUST, 1987 INTERSECTION TRAFFIC ASSIGN4MS - PM PEAT( HOUR 100 ADZE RAM OCMUIEWAL DEVELCP1M INTERSECTION A1: 1-430 d 5409-EFUU (NORTH) TOTAL 4,495 6,566 TRAFFIC EXITING, GDERATCR (PERCENT) FM PEAK Hap AT THIS INTWCTION TRACT ACRES USE SIZE TRIP RATE NIM M OF TRIPS • DIRECTION (SQ. FT. * NUU143 UFD SOUTHKUND ar UNITS) IN CUT IN OUT * LEFT TRU RIGHT EASTBOM LEFT -M RIGHT LEFT THRU RIGHT WES78W LEFT THOU RIGHT PCD 100 RETAIL 925,000 1.53 1.59 1415 1471 ■ 30% 17% - — RETAIL (OP) 20,000 2.40 2.40 48 48 * 30% 17% CFFICE 335,000 0.40 2.34 134 784 * 15% 25% Foo 250 0.36 0.37 90 93 * 20% 30% Subtotal 1687 2395 �E * * 1 35 KILTI-FAMILY 420 0.47 0.23 197 97 * 19% 20% 12 UNITS/ACRE + * * 2 41 C-2 257,899 2.16 2.30 579 616 50% 10% * ■ 3 54 0-3 352,836 0.26 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 W-12 246 0.47 0.23 116 57 * 3% * * 8 57 Cr2 372,438 2.60 2.81 968 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 W-12 336 0.47 0.23 158 77 * Stb-i&al 2,809 4,171 TOTAL 4,495 6,566 PETERS A ASSOCIATES ENGINFERS, INC. PFUJECT NO. P-181 AIMST, 1987 INTERSECTION TRAFFIC ASSIGN4MS - FM PEAK HOUR 100 PQZE PLANNED OMMIAL DEVELOPMENT INTERSECTION #1: 1-430 & SHAiOKLMW (N09M) TRAFFIC ENTERING GENERATOR (V(LUvE) R4 PEAK FAIR AT THIS INTERSECTIM TRACT ACRES USE SIZE TRIP RATE W43M OF TRIPS * - -- DIRECTION — UT. FT. * NCRTI-6CIM cr UNITS) IN CUT IN OUT * LEFT THRU RIGHT LEFT SQmBOUND TFW RIGHT EASTBOIM LEFT THd) RIGHT LEFT WESTBOUND TFM RIGHT FCD 100 RETAIL 925,000 1.53 1.59 1415 1471 * 0 0 0 0 212 0 RETAIL (CP) 20,000 2.40 2.40 48 48 * 0 0 0 0 0 0 0 708 0 0 * OFFICE 335,000 0.40 2.34 134 784 ■ 0 0 0 0 7 34 0 0 0 0 24 0 0* HJTEL 250 0.36 0.37 90 93 * 0 0 0 0 14 0 0 0 0 0 0 67 0 0* * 0 0 36 0 0* Sub -total 1667 2395 * ■ 0 0 0 0 266 0 0 0 0 835 0 0 1 35 KI -TI -FAMILY 420 0.47 0.23 197 97 0 0 0 0 49 0 0 12 UNITS/ACRE * 0 0 59 0 0 * 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 0-2 372,438 2.60 2.81 968 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* Stb-tvtal 2,809 4,171 * 0 152 0 0 106 0 0 0 0 305 0 280 * TUML 4,495 6,566 0 152 0 0 372 0 0 0 0 1,139 0 280 PETERS R ASSOC I ATUS EW I WTRS, MC. C. PROJECT -ND. P-181 Al GLU, 1987 INTER!MION TRAFFIC ASSIGM NTS - FM PEAK HOUR 100 ACRE PLAIM OCMM MIAL DEVELOPMENT INTERSECTION 11: 1-430 d 9-IMEFORD (NWM) TRAFFIC EXITING GEAERATO2 (VOLU'4E) PM PEAK FSR AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE N143ER CF TRIPS * DIRECTION (SQ. FT. * NWHCUND cr WITS) IN OUT IN CUT * LEFT TFR) RIG4T LEFT SOUT1.6CLM TFRU EASTMM RIGHT LEFT TFP11 RIGHT WESTEIM LEFT TFRJ RlGff PCD 100 RETAIL 925,000 1.53 1.59 1415 1471 * 441 250 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 CFFICE 335,000 0.40 2.34 134 784 * 118 196 0 0 0 0 0 0 0 0 0 0 0 HWEL 250 0.36 0.37 90 93 * 19 28 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sub -total 1687 7395 * 592 482 0 0 0 0 0 0 0 0 0 0 1 35 MULTI -FAMILY 420 0.47 0.23 197 97 * 18 19 0 0 0 0 12 WITS/ALAE � 0 0 0 0 0 0 * ■ 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 1.00 209 565 * 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 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 0 0 0 0 0 0 0 0� Sid-lvtal 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 A A5SCCIATES EN3INEMS, IPC. PRDJECr ND. P-181 ARU, 1987 INIEIMCPION TRAFFIC ASSIGM MS - PM PEAK HCLR 100 ACRE RMO CMI3CIAL DEVELCPMWr INiEFCSECfION Ai: 1-430 d 9MQ_ FUU (NMM) PM PEAK HOUR TOTAL TRAFFIC Cil mi6(JT1CH CF GamTCR (VCLLME) 70 INTERSECTION TRAFFIC TRACT ACRES USE SIZE TRIP RATE W43ER CF TRIPS * _ _ -- (SQ. FT. ■ DIRECTION r er UNITS) IN CUT IN Oln * LEFT THU RIGHT LEFT � T1 -RJ RICHT LEFT � THU RICHT LEFT WES)BOI;rD TIM + Fm 100 RETAIL 925,000 1.53 1.59 1415 1471 * 331 188 0 RICHT RETAIL (OP) 20,000 2.40 2.40 48 48 * 11 6 0 212 0 0 0 0 708 0 0 C>FFICE 335,000 0.40 2.34 134 784 * 118 196 0 0 0 7 0 p 0 0 24 0 0 SII- 250 0.36 0.37 90 93 * 14 21 0 0 0 34 0 0 0 0 67 0 0* 14 0 0 0 0 36 0 0 Sub-lvtal 1687 2395 473 410 0 0 2156 0 0 0 * 0 835 0 0* 1 35 hLLTI-FAMILY 420 0.47 0.23 197 97 * 18 19 0 12 UNITWACRE * 0 49 0 0 0 0 59 0 0 2 41 Cr -2 267,899 2.16 2.30 579 616 0 69 0 00 231 * 3 * 46 0 0 0 0 174 54 0-3 352,836 0.26 1.94 92 685 * 0 23 0 0 274 103 0 4 29 W-12 353 0.47 0.23 166 81 * 0 41 0 0 0 0 37 * 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 6 188 R-2 565 0.37 1.00 209 565 * * 0 39 0 0 0 0 0 0 12 * 0 0 0 0 0 0 0 0 155 7 21 W-12 246 0.47 0.23 116 573 * 2 0 0 8 * 0 0 0 0 3 0 0 8 57 G2 372,438 2.60 2.81 958 1047 * 0 0 0 0 48 0 9 53 0-2 346,302 0.26 1.95 90 675 * * 0 0 0 0 0 242 0 0* * 0 0 0 0 0 0 0 0 0 0* 10 36 W-12 435 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 Stdl 2,809 4,171 * ie 201 0 0 696 187 0 0 0 305 0 393 TUp 4,496 6,566 492 611 0 0 962 187 0 0 0 1,139 0 393 ---] -------1 _--1 .---] —__) 1 PETERS R ASSOCIATES EI3 INFERS, INC. PROJECT NO. P-181 ARIST, 1987 IK RSEL71CN TRAFFIC ASSIGMENTS - PM PEA( HOUR 100 ACRE PLAfffD O MUCIAL DEVELOPIk M INTERSECTION 02: 1-430 d SFWUaEFORD (SOUTH) TRAFFIC ENTERING ORATOR (PERCENT) FM PEM HOUR AT THIS INTERSECTION TRACT ACRES USE S 12 TRIP RATE NIM OF TRIPS * DIRECTION - --- --� - , (Sp. FT. WHEIOl>rp SOUTFBM or UNITS) IN OUT _ IN CUT * LEFT TFRU RIGHT EASTBOUND wESTEIOUND LEFT THRU RIGHT LEFT TH7U RIGHT LEFT TFR.I RIGHT FOD 100 RETAIL 925,000 1.53 1.59 - 1415 1471 * 65% 20% RETAIL (CP) 20,000 2.40 2.40 48 48 * 65% 20% OFFICE 335,000 0.40 2.34 134 784 75% 20 HOTEL 250 0.36 0.37 90 93 * 55% 40 Sub -total 1687 2395 * * 1 35 MULTIFAMILY 420 0.47 0.23 197 97 * 55% 20% 12 UNITS/ACRE * 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 hF-12 246 0.47 0.23 116 57 * • * * 8 57 0-2 372,438 2.60 2.81 96B 1047 * * # 9 53 0-2 346,302 0.25 1.95 90 675 # * * 0 36 MF -12 436 0.47 0.23 205 100 * * * 11 28 M=-12 336 0.47 0.23 158 n * 30Z � ab-dutal 2,809 4,171 * 70TAL 4,496 6,566 PETERS & ASSO,-IATFS FNG1WFRS, JNC. PROJECT ND. P-181 KGJST, 1967 INTERSEiCTION TRAFFIC ASSIGN4MS - FM PEp( HOLR 100 ACRF RAM O NUCI AL DEVELUMff INTE1tSEMON V: 1-430 d SHAOQEF9V (SOUTH) TRAFFIC EXITIW GDEPATCR (PUUEP n PM PEAK FEXR AT THIS INTE)tSECTION TRACT ACRES USE SIZE TRIP RATE W43ER OF TRIPS * DIRECTION -- (SQ. FT. * N017T1.6CLIrD SDJRWM � ar UNITS) IN OUT IN CUT * LEFT TFRU RIGHT LEFT EAS1MW TFRU RIGHT LEFT RM RIGHT WESTEtG M LETT TH;U RIGHT " POD 100 RETAIL 925,000 1.53 1.59 1415 1471 * 45% 38% RETAIL (CP) 20,000 2.40 2.40 48 48 * 45,E 38% OFFICE 335,000 0.40 2.34 134 784 * 40% 50% HMR 250 0.36 0.37 90 93 * 50% 45% Subtotal 1687 2395 * * * 35 MLLTI-FAMILY 420 0.41 0.23 191 97 * 19,6 25$ 12 LNITS/ACRE * s * 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-2 565 0.37 1.00 209 565 * 12% ■ 7 21 MF -12 246 0.47 0.23 116 57 * 3% 4% * 8 57 Cr2 372,438 2.60 2.81 968 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 NF -12 336 0.47 0.23 158 77 * 5% Sub -fatal 2,809 4,171 It Turn- 4,496 6,566 PETrRS A.SSM ATF S FIS I PFFRS, INC. PROJECT FD, f* -181 AImJ,ST, 1987 INTERSECTION TRAFFIC ASSIGNem - Pm PEAK HCLR 100 ACRE PLMDII) ONUIERCIAL DEVELUNDIT INTERSECTION fit: 1-430 d 94MEF(m (SOUTH) TRAFFIC ENTERING GfJMTCR (VOLUME) _ PEAK HQR AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE NU40 OF TRIPS * - DIRECTION (SQ. FT. * NMDBM — cr UNITS) IN OUT IN OUT * LEFT THM RIGHT LEFT SOJTFBW THRU FAST RIG -1T LEFT M THRU RIGHT IVESTBCLI D LEFT THM RIGHT PCD 100 Ff7AIL 975,000 1.53 1.59 1415 1471 * 0 0 0 0 920 0 0 0 RETAIL (CP) 20,000 2.40 2.40 48 48 * 0 0 0 0 31 0 283 0 0 0 OFFICE 335,000 0.40 2.34 134 784 " 0 0 0 0 101 0 0 0 0 10 0 0 0 HJU 250 0.36 0.37 90 93 * 0 0 0 0 50 0 0 0 27 0 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 hLLTIfAMILY 420 0.47 0.23 197 97 * 0 0 0 0 109 0 0 12 UNITS/ACRE 0 39 0 0 0 ■ * 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* 29 W-12 353 0.47 0.23 166 81 * ■ 0 8 0 0 0 0 33 0 0 0 0 0 * 12 0-1 78,408 0.37 2.19 29 172 * 0 3 0 0 0 0 4 0 0 0 0 0 * 188 R-2 565 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 G2 372,438 2.60 2.81 968 1047 * * 0 0 0 0 0 0 0 0 * 0 0 0 0 9 53 0-2346,302 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 47 0 0 0 0 0 0 0 Sib -iota 1 2,809 4,171 * 0 136 0 0 156 0 120 0 39 0 0 0 TOTAL 4,495 6,566 0 136 0 0 1,257 0 120 0 395 0 0 0 1 - i PETERS 4 ASSXIATES FPfMIWERS, It -r. PROJECT NO. P-181 ARIST, 1987 INTERSECTION TRAFFIC ASSIGNers - PM PEAK HOLR 100 ACRE R -WO CDVWIAL DEVELCR�EM INTERSECTION #2: 1-430 8 SFKnEFORD (SOUTH) TRAFFIC DOTINS GENERATTR (VCLM) PM PEAK HCLIR AT THIS INMRSECTION TRACT ACRES USE SIZE TRIP RATE WVBER OF TRIPS * DIRECTION ` l (W. FT. 14WR BO(1r0 SOUTH3W or UNITS) IN OUT IN Q1T * LEFT Tift RIGHT LETT TFW EASTBaw RIGHT LEFT TFFdI RIGHT WESTMW LEFT Tift RIGHT FCD 100 RETAIL 925,000 1.53 1.59 1415 1471 * 0 662 559 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 OFFICE 335,000 0.40 2.34 134 784 * 0 314 392 0 0 0 0 0 0 0 0 0 0 FDTEL 250 0.36 0.37 90 93 * 0 46 42 0 0 0 0 0 0 0 0 0 0 0 sub'-iotal 1687 2395 * 0 1043 1011 0 0 0 0 0 0 0 0 0 1 35 M,LTI-FAMILY 420 0.47 0.23 197 97 * 0 18 24 0 0 0 0 0 0 0 * 12 LINITS,/ACRE 0 0 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 * 4 29 W-12 353 0.47 0.23 166 81 0 0 0 8 8 0 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 0.37 1.00 209 565 " 0 0 0 68 0 0 0 0 0 0 0 0 * 7 21 W-12 246 0.47 0.23 116 57 * 0 2 2 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 9 53 0-2 346,302 0.26 1.95 90 675 * 0 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 11 28 W-12 336 0.47 0.23 158 77 * 0 0 4 0 0 0 0 0 0 0 0 0 0 Stib-ictal 2,809 4,171 * 0 20 30 603 217 0 0 0 0 0 0 0 TOTAL 4,496 6,566 0 1,063 1,041 603 217 0 0 0 0 0 0 0 * PETERS R ASSOCIATES EhGItF.FRS, IN;. PROJECT NO. R-181 AIT, 1997 INTERSECfIM TRAFFIC ASSIGNMENTS - PIN PEAK Hap 100 ACRE P AMM CMUCIAL DEVEL011W INTM EGTICN 02: 1-430 d SHACKLEF= (SOUTH) TOTAL TRAFFIC CONTRIBUTION CF GENERATOR (VOLLNE) FM PEAK FOLIR TO INTE]iSECTICN TRAFFIC TRACT ACRES USF SIZE TRIP RATE NUMBER OF TRIPS " - - DIRECTION (SQ. FT. * NORTEBCIEO s - or UNITS) IN CUT IN OUT * LEFT TFRU RIGHT SOITfIBCIED LEFT THd) EASTBC(EO RIGHT LEFT TFW RIGHT LEFT WESTW" THR) RIGff * PCD100 RETAIL 925,000 1.53 1.59 1415 1471 * 0 496 419 0 920 0 0 0 283 0 0 RETAIL (CP) 20,000 2.40 2.40 48 48 * 0 16 14 0 31 0 0 0 10 0 CFFICE 335,000 0.40 2.34 134 784 * 0 314 392 0 101 0 0 0 27 0 0 0 0 EDTEL 250 0.36 0.37 90 93 * 0 35 31 0 50 0 0 0 36 0 0 0 0 0 * Sub -total 1697 2395 * 0 861 856 0 1101 0 0 0 355 0 0 0■ 1 35 MJLTI-F MILY 420 0.47 0.23 191 97 * * 0 18 24 0 109 0 0 0 39 * 12 UNITS/ACRE 0 0 0 * * 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 92 685 * 0 9 0 774 68 0 14 0 0 0 * * 0 0 4 29 W-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 1-2 565 0.37 1.00 209 565 0 0 0 68 0 0 10 0 0 0 0 0 7 21 W-12 246 0.47 0.23 116 57 * 0 2 2 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 0 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 4 0 47 0 0 0 0 0 0 0 * Sub-iota1 2,809 4,171 * 0 156 30 557 342 0 120 0 39 0 0 0 TCITAL 4,496 6,566 0 1,017 895 557 1,443 0 120 0 395 0 0 0 * PETERS d ASSCCIATFS MMERs, IPC. PROJECT ND. P-181 XGLIST, 1987 INTERSECTION TRAFFIC ASSIGN4ENTS - PM PEw NOIR 100 PGE PLANED OD44MIAL DEVEL.CFMW INTERSECTION 03: SHKKLUM d PEAOfrF;EE TRAFFIC EMER I NG GENERATOR (PBUM) PM PEAK HOUR AT THIS INIRSECTION TRACT ACRES USE SIZE TRIP RATE NMM OF TRIPS * -- _— DIRECTION +r (SQ. FT. N3UH3M SOJTFBM a- UNITS) IN OUT IN OUT LEFT RM RIGHT EASTBM WESTIMM LEFT TVW RIGHT LEFT TFM RIGHT LETT THAI RIGHT PCD 100 RETAIL 925,000 1.53 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% ■ HJTa 250 0.36 0.37 90 93 14% 1% Sub -total 1687 2395 11 1 35 hLLTI-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 a • 5% 35% � 4 29 W-12 353 0.47 0.23 166 81 * 20% 5% +r 5 12 0-1 78,408 0.37 2.19 29 172 * 5% 35% 6 188 R-2 555 0.37 1.00 209 565 a * 25% 5% 7 21 W-12 246 0.47 0.23 116 57 s 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 10 36 MF -12 436 0.47 0.23 205 100 ■ 11 28 MF -12 336 0.47 0.23 158 77 • 5% t Sib -total 2,809 4,171 tea- 4,496 6,566 ---] _ _] ---] ---] -1 PETERS 8 ASSOCIATES ENGINEERS, W. PROJECT NO. FL -181 AUul1S7, 1981 IN1T1tSECTION TRAFFIC ASSIRVIEWS - PM PEAK HU 100 ACRE RPNNED 03NEF;CIAL DEVELOPMEM INTERSECTION #3: SHMEFORD d PEACHTRE TRAFFIC EXITIN3 GENERATOR (PERCENT) PM PEW FR,R AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE NMER OF TRIPS * DIRECTION (SQ. FT. * NOFiTFEIM SUAH30M or UNITS) IN OUT IN OUT * LEFT TI -M RIGHT EASTBO(1rD WESTBOM LEFT TFRJ RIGHT LEFT THdI RIGHT LEFT THdI RIGHT PCD 100 RETAIL 925,000 1.53 1.59 1415 1471 * 1% 17% RETAIL (OP) 20,000 2.40 2.40 48 48 * 1% 17% OFFICE 335,000 0.40 2.34 134 784 * 1% 24% FDTE1 250 0.36 0.37 90 93 1% 29% Sub -Total 1687 2395 1 35 M.LTI-FAMILY 420 0.47 0.23 197 97 * * 1% 1g% * 12 UNITS/ACRE 2 41 C-2 257,899 2.16 2.30 579 616 * * 60% 3% * 3 54 0-3 352,836 0.26 1.94 92 685 * ■ 39% 2% 5% * 4 29 W-12 353 0.47 0.23 166 81 * * 5% 29% * 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 W-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-12 435 0.47 0.23 205 100 * * * 11 28 W-12 336 0.47 0.23 158 77 Sib-loFal 2,809 4,171 TOTAL 4,496 6,566 PETERS & ASSOCIATES ENGINEERS, INC. PRDJECT ND. P-181 AUNT, 1987 INTERSECTION TRAFFIC ASSIGMENTS - PM PEAK HOAR 100 ACRE PLAM® OD!4•EMIAL DEVELCPNEMT INTFRR5E ICN 03: SliAMEFOI;D d PEACHTR E TRAFFIC ENTERING GENERATOR (VOLUME) PM PEAK HaR AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE Ni43ER OF TRIPS * DIRECTION (SQ. FT. * N:7TM301M y ar UNITS) IN OUT IN CUT * LEFT THRU RIGHT LEFT SGUT1i30(1n0 THRU EASTBOI1r0 RIGHT LEFT TH31 RIGHT WESTBOW LEFT TFM RIGHT FCD 100 RETAIL 925,000 1.53 1.59 1415 1471 if 0 0 0 0 198W 0 0 0 14 0 RETAIL (CP) 20,000 2.40 2.40 48 48 * 0 0 0 0 7 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 0 0 HOTEL 250 0.36 0.37 90 93 * 0 0 0 0 13 0 0 0 1 0 0 0 0 Stb-ivlal 1687 2395 * 0 0 0 0 250 0 0 0 17 0 0 0 * 1 35 R LTIfAMILY 420 0.47 0.23 197 91 * 0 0 0 0 49 0 0 0 0 0 0 12 UNITS/ACRE 0 * * 2 41 Cr2 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 r * 5 32 0 0 0 0 0 0 0 0 0 0 t 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 %5 037 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 Cr2 372,438 2.60 2.81 958 1047 * 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 * * 0 10 36 W-12 435 0.47 0.73 205 100 * 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 7UTa 4,495 6,566 91 389 0 0 315 19 17 0 17 0 0 0 PETERS & ASSOC I ATFS E%I * RS, INC. PROJECT NO. F-181 ABUST, 1987 INTEIZECTICN TRAFFIC AISSIGNMTITS - PM PEAK Hap 100 ASE RJNNED COM0CIAL DEVELCFMM INTERSECTION A3: SHMEFORD d PEWRFE TRAFFIC D(ITIN"u (INERATOR (VOLUME) PM PEAK FUR AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE PU M OF TRIPS * DIRECTION (SQ. FT. NORHM ar (NITS) IN CUT IN CUT * LEFT THRJ RIGHT LEFT souTH3aW THRU EATMOUID RIGHT LEFT THU RIGHT WESTBOUND LEFT THR U RIGHT POD 100 RETAIL 925,000 1.53 1.59 1415 1471 F 15 250 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 OFFICE 335,000 0.40 2.34 134 784 * 8 188 0 0 0 0 0 0 0 0 Hoa 250 0.36 0.37 90 93 * 1 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SIb-total 1687 2395 ' 24 473 0 0 0 0 0 0 0 0 0 0 1 35 MLLTI-FAMILY 420 0.47 0.23 197 97 * 1 18 0 0 0 0 12 UNITS/ACRE ■ 0 0 0 0 0 0 * * 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 0-178,408 0.37 2.19 29 172 % 0 0 0 0 60 0 3 0 9 0 0 * 0* 6 188 1-2 565 0.37 1.00 209 565 * 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 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 n 0 0 0 0 0 0 0 0 0 0 0 0■ Stb-tatal 2,809 4,171 * 1 20 0 0 681 18 55 0 176 0 0 0 TOTAL 4,496 6,566 25 493 0 0 681 18 55 0 176 0 0 0 PETERS 7. ASSCCIATFS IMMMS, t` MS, I t C. PFUJECT NO. P-181 KEUST, 1987 INTERSECTION TRAFFIC ASSIGMEMS - PM PEAK Hap 100 ATE PLNM CCMMIAL DEVELMENT INT7%ECTICN 03: SHAMEFOU d PEACHTFEE TOTAL TRAFFIC CONTRIBUTICN CF GENERITCR (VCLIM) FM PEAK HJUR TO INTERSECTION TRAFFIC TRACT ACRES USE SIZE TRIP RATE WAMR CF TRIPS * DIRECTION (SQ. F7. * N3?rH3Ci1rD SOUTFBam EASIBM WESTBCIIrO or UNITS) IN CUT IN OUT * LEFT TFRU RIGHT LEFT THd) RIGHT LEFT RM RIGHT LEFT THU RIGHT * PCD 100 RETAIL 925,000 1.53 1.59 1415 1471 * 11 188 0 0 196 0 0 0 14 0 0 0 * RETAIL (CP) 20,000 2.40 2.40 48 48 * 0 6 0 0 7 0 0 0 0 0 CFFICE 335,000 0.40 2.34 134 784 * 8 188 0 0 32 0 0 0 1 0 0 0 0 0 HJTEL 250 0.36 0.37 90 93 * 1 20 0 0 13 0 0 0 1 0 0 0 Sulrivtal 1687 2395 * 20 402 0 0 250 0 0 0 17 0 0 0 1 35 MLTI-FAMILY 420 0.47 0.23 197 97 * * 1 18 0 0 49 0 0 0 0 0 * 12 UNITS/ACRE 0 0 2 41 C-2 267,899 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 * * 1 10 0 0 60 0 3 0 9 0 0 0 * 6 188 R-2 565 0.37 1.00 209 555 * * 52 0 0 0 11 10 34 0 113 0 0 0 * 7 21 W-12 246 0.47 0.23 116 57 r * 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 0.26 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-lvtal 2,809 4,171 * 92 410 0 0 654 33 72 0 176 0 0 0 TOTAL 4,496 6,566 112 811 0 0 903 33 72 0 193 0 0 0 PETERS A ASSOCIATES ENGINEERS, IW,. PROJECT N0. P-181 ALRIST, 1987 INfERSE 10N TRAFFIC PSSIGMWS - FM PEN( HGU2 100 ACRE PLANNED 013N TIAL DEVELM4ENT INTERSECTION 14: SHAMLEFCF0 d KOGER DRIVE TRAFFIC ENTERING GENERATOR (PEICENT) PM PEAK HCU2 AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE NMER OF TRIPS * - DIRECTICN (W. PT. * N3711 -13M SUA BOl1r0 EA4TBCUND WESTWM a- UNITS) IN CUT IN OUT * LEFT THTd) RIGHT LEFT THRI RIGHT LEFT TI'M RIGHT LEFT WU RIGHT PCO 100 RETA I L 925,000 1.53 1.59 291 310 * - 12% _ - -- - 2% - RETAIL (CP) 20,000 2.40 2.40 394 421 * 12% 2% CFFICE 335,000 0.40 2.34 57 232 * 21% 3% HMEL 250 0.36 0.37 90 93 * 10% 4% Sub-iv1•al 832 1056 t 1 35 MJLTI-fAMILY 420 0.47 0.23 197 97 * 22% 3% 12 UNITS/ACRE 2 41 C-2 267,899 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% ■ 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 w ■ r 9 53 0-2 346,302 0.26 1.95 90 675 * r 10 36 W-12 436 0.47 0.23 205 100 +� 11 28 W-12 336 0.47 0.23 158 77 * 5% Sib -iota I 2,809 4,171 TOTAL 3,640 5,227 PETERS 8 ASSOCIATES F1SINEERS, IW. PROJECT NO. P-101 ARU, 1987 INTE &TrION TRAFFIC ASSIGN4NTS - PM PEAK MR 100 ACRE RAM 0CM4TCIAL OEVELG3hEW INTERSECTICN 14: %NXEFCIa d KOGEF DRIVE TRAFFIC EXITING GDERATCR (Porro) FM PEW( FaR AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE NIMM OF TRIPS # - DIRECTION - (SQ. FT. # NMI.13aw 9afm3Olm ■ or UNITS) IN OUT IN CUT * LEFT TFFd) RIGHT FASTBO11r0 LEFT THU RIGHT LEFT T" RIGHT WESRBOI#,D LEFT TFRLI RIGHT PCD 100 RETAIL 925,000 1.53 1.59 291 310 * 17% - - RETAIL (CP) 20,000 2.40 2.40 394 421 * 17% CFFICE 335,000 0.40 2.34 57 232 * 2% 22% HM 250 0.36 0.37 90 93 * 2% Z7% Sub -fatal 832 1056 # 1 35 M)LTI-F MILY 420 0.47 0.23 197 97 17$ 12 UNITS/ACRE # # # 2 41 C-2 267,899 2.16 2.30 579 616 63% 2$ # # 3 54 0-3 352,836 0.26 1.94 92 685 k 10% 25$ ■ 4 29 W-12 353 0.47 0.23 166 81 * 5% 1c% 20% # 12 0-1 78,408 0.37 2.19 29 172 * 10% 25% # # 188 RL2 565 0.37 1.00 209 565 # * 6% 2% 2% # * 21 MF -12 246 0.47 0.3 116 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 r 11 28 W-12 336 0.41 0.23 159 n * # Sb -Notal 2,809 4,171 TUrA- 3,640 5,227 PETERS 8 AS90C I RTES FN; I NFERS, !NC. PROJECT NO. P-181 A KIST, 1987 INTERSECTION TRAFFIC ASSIGR43ITS - PM F1:AK HaR 100 ACRE PUWM COMTCIAL DEVELOFikENT INTERSECTION 14: 9#MEFCID d KCCER DRIVE TRAFFIC ENTERING, GENERATOR (VCLLI E) FM PEAK FIOIR AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE N14IR OF TRIPS * DIRECTION (SQ. FT. NNT BOl>rD cr WITS) IN CUT IN CUT * LEFT THd1 RIGHT LEFT SUAH30IrD THU EAST RIGHT LEFT W THU RIGHT WESTIX" LIFT THU RIGHT PCD 100 RETAIL 925,000 1.53 1.59 291 310 } 0 0 0 0 35 0 0 RETAIL (CP) 20,000 2.40 2.40 394 421 * 0 0 0 0 47 0 0 0 6 0 0 0 OFFICE 335,000 0.40 2.34 57 Z52 * 0 0 0 0 12 0 0 0 8 0 0 0 HXEL 250 0.36 0.37 90 93 * 0 0 0 0 9 0 0 0 2 0 0 0 0 4 0 0 0 Stb-ivtal 832 10% * 0 0 0 0 103 0 0 0 19 0 0 0 35 TI-FAMILYLINITS/ACR 420 0.47 0.23 197 97 f * 0 0 0 0 43 0 0 0 2 12 WIT$/ACRE f 6 0 0 0 f * 41 C^2 257,899 2.16 2.30 579 616 ■ 0 365 0 0 0 0 12 0 0 * f 0 0 0 3 54 0-3 352,836 � 0.26 1.94 92 685 f 23 0 0 0 0 9 0 0 0 0 0 0 4 29 W-12 353 0.47 0.23 166 81 * 33 0 0 0 8 25 0 0 0 0 f 0 0 5 12 0-1 78,408 0.37 2.19 29 172 * 7 0 0 0 0 3 0 0 0 0 r 0 0* 6 188 R-2 565 0.37 1.00 209 565 * 0 0 0 0 10 0 0 0 0 0 0 f 0* 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 f 0 0 0 0 0 0 0 0 0 0 e f 0 0 9 53 0-2 346,302 0.26 1.95 90 675 * 0 0 0 0 0 0 0 0 0 f 0 0 010 ■ 36 W-12 436 0.47 0.23 205 100 * 0 0 0 0 0 0 0 0 0 0 0 011 f • 28 W-12 336 0.47 0.23 158 77 * * 0 0 0 0 8 0 0 0 f 0 0 0 0 Sib-fotal 2,809 4,171 * 63 365 0 0 78 37 12 0 6 0 0 0 TUTAL 3,640 5,227 63 365 0 0 181 57 12 0 25 0 0 0 PETERS 8 ASSOCIATFS MINEERS, Ihr,. PROJECT NO. P-181 A11 7, 1987 INTERWCTICN TRAFFIC ASSIGN4M - PM PEAK HOLR 100 ACRF. PLM 0 W*UCIAL DEVELQ+eg INTE M71CN #4: SHMEM & KOGER DRIVE TRAFFIC EXITINS GENERATOR (VCLM) PM PEAK HOIR AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE N MER OF TRIPS " DIRECTION ■ (SQ. FT. * NORTIBC(1rp SOUT13Ol1r0 cr UNITS) IN OUT IN OUT * LEFT THU RIGHT LEFT THFU EASTBOl1r0 RIGHT LEFT THU RIGHT WESTEUM LEFT THU RIGHT PCD 100 RETAIL 925,000 1.53 1.59 291 310 * 0 53 0 0 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 OFFICE 335,000 0.40 2.34 57 232 5 51 0 0 0 0 0 0 0 0 0 0 HOTEL 250 0.36 0.37 90 93 * 2 25 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sub-tota1 832 1056 * 6 200 0 0 0 0 0 0 0 0 0 0 1 35 MLTI-FAMILY 420 0.47 0.23 197 97 * * 2 16 0 0 0 0 0 0 ■ 12 UNITS/ACRE 0 0 0 0 * * 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 1.00 209 565 * 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 %8 1047 * 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 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 r 11 28 W-12 336 0.47 0.23 158 77 * * 0 0 0 0 0 0 0 0 0 0 0 0 SL6-fotel 2,809 4,171 * 2 % 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 FTGINEERS, IFC. PROJECT NO. X181 AIGUST, 1987 INTERSECTION TRAFFIC ASSIGNMS - PM PEAK HxR 100 ACRE PLANNED CMMIAL DEVELCFNENT INTEIZMION 04: SHKIQEFM d KOGER DRIVE TOTAL TRAFFIC O NTRIBUTION CF GENERATOR (VOLLIM=) FM PEAK HX.R TO INTERSECTION TRAFFIC TRACT ACRES USE SIZE TRIP RATE NUUBER OF TRIPS * DIRECTION (SQ. FT. * NORTH3aw r or LNITS) IN CUT IN CUT ■ LEFT TH U RIGHT SOIJTFBQUND LEFT THRJ FJl511Q1nD RIGHT LEFT TH U RIGHT WESYMM LEFT THdJ RIGHT « PCD 100 RETAIL 925,000 1.53 1.59 291 310 * 0 39 0 0 35 0 0 0 RETAIL (CP) 20,000 2.40 2.40 394 421 * 0 54 0 0 47 0 0 6 0 0 0 CFFICE 335,000 0.40 2.34 57 232 * 5 51 0 0 12 0 0 0 0 8 0 0 0 HOTEL 250 0.36 0.37 90 93 * 1 19 0 0 9 0 0 0 2 4 0 0 0 0 0 0 Subtotal 832 1056 * 6 163 0 0 103 0 0 0 19 0 0 0 1 35 MILTI-FAMILY 420 0.47 0.23 191 97 * * 2 16 0 0 43 0 0 0 x 12 LNITS/ACRE 6 0 0 0 * 2 41 G2 267,899 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 78,408 0.37 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 W-12 246 0.47 0.23 116 57 * 0 2 0 0 8 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 * 9 53 0-2 346,302 0.26 1.95 90 675 * 0 0 0 0 0 0 0 0 0 0 0 0 0 * 0 0 10 36 ML12 436 0.47 0.23 205 100 • 0 0 0 0 0 0 0 0 0 0 0 r * 0 11 28 W-12 336 0.47 0.23 158 77 • 0 0 0 0 8 0 0 0 0 0 0 0 Sib-lvtal 2,809 4,171 * 65 421 0 0 369 46 117 0 248 0 0 0 TOTAL 3,640 5,227 71 584 0 0 472 46 117 0 267 0 0 0 PETERS A ASSOC I ATES E%I HES, I fC. PFDJECT ND. P-181 AU(bT, 1987 INTERSECTION TRAFFIC ASSIMMS - PM PEAK H LIR 100 ACRE PUWO CCMMIAL DEVELa3w INTERSECTION 15: SHAMLEFUD 8 NNW LOOP ROAD TRAFFIC ENTERING GENERATCR (PERENT) PM PEAK HOLIR AT THIS INTERSECTION TRACT ACRES USE S 12 TRIP RATE MASER CF TRIPS * DIRECTION (SQ. FT. * N3WH3M cr (NITS) IN OUT IN OUT * LEFT THAI RIGHT SOUTIBO(!nD EASTBM LEFT TFRU RIGHT LEFT T" RIGHT WESTEXxPO LEFT THrdl RIGHT FCD 100 RETAIL 975,000 1.53 1.59 1415 1471 * 0% 45% 35% RETAIL (CP) 20,000 2.40 2.40 48 48 * 5% 40% 40% CFFICE 335,000 0.40 2.34 134 784 * 0% 88% 5 HXEL 250 0.36 0.37 90 93 * 2% 10% 20% * Sub -total 1687 2395 * 1 35 MILTI-FAMILY 420 0.47 0.23 197 97 1-9% 60% 12 UNITSIADE * * * 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 M=-12 353 0.47 0.23 166 81 * 5 12 0-1 78,408 0.37 2.19 29 172 10$ * * 6 188 R-2 555 0.37 1.00 209 555 * * 7 21 W-12 246 0.47 0.23 116 57 * 10% * 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 W-12 436 0.47 0.23 205 100 * * 11 28 W-12 336 0.47 0.23 158 77 * 30% Sib-lafal 2,809 4,171 * TOTAL 4,496 6,566 PETERS 8 ASSOCIATES FINGINEERS, INC. PROJECT NO. P-181 AI UST, 1987 INTERSECTION TRAFFIC ASSIGMENTS - P14 PEAK FR.R 100 ACRE RANA 03KWIPL DEVELa4lE NT INTEIRMION 15: S+1MEMU d NUM LOCP ROAD TRAFFIC EXITING GRfRATCR (palm PIN PEAK HOUR AT THIS IN ERSECTILN TRACT ACRES USE SIZE TRIP RATE NUMER OF TRIPS * - `— ^= DIRECTION (SQ. FT. * NOTMBCM sainflaw a- UNITS) IN our IN CUf LEFT THRU RIGHT EASTIMA,p WESTBW LEFT TIM RIGHT LEFT TIM RIGHT LEFT THRU RIGHT ■ PCD 100 RETAIL 925,000 1.53 1.59 1415 1471 ■ 45% 35% 0 RETAIL (CP) 20,000 2.40 2.40 48 48 * 45% 35% 3% CFFICE 335,000 0.40 2.34 134 784 * 80% 5% 0 Kna 250 0.36 0.37 90 93 20% 55% 2% * Sub-ivtal 1687 2395 * 35 hLLTIfAMILY 420 0.47 0.23 197 97 * 54% 12 UNITS/ACRE * * 41 G2 267,899 2.16 2.30 579 616 * 20% * * 3 54 0-3 352,836 0.26 1.94 92 685 * 10% * 4 29 14=-12 353 0.47 0.23 166 81 * 9% 516 * 5 12 0-1 78,408 0.37 2.19 29 172 * 10% 6 188 R-2 565 0.37 1.00 209 565 * * * 21 hF-12 246 0.47 0.23 116 57 * 7% ■ * 8 57 G2 372,438 2.60 2.81 %8 1047 +� ■ * 53 0-2 346,302 0.26 1.95 90 675 * 3% * * 0 36 hF-12 436 0.47 0.23 205 10011 » * * 28 MF -12 336 0.47 0.23 158 n • 5% 9,6 * * Sub -ictal 2,809 4,171 TUA- 4,496 6,566 PETERS 8 ASIW I ATES EW, I NEERS, I NC. PFOJECT NO. P-181 AUGUST, 1987 INTERSECTION TRAFFIC ASSIGPNWs - PM PEAT( FAIR 100 AGE PLANS OMMIAL DEVELCFMW INTERSECTION 15: SHAQq-EFau d NJRTH LOOP FM TRAFFIC ENTERMS GBOATOR NCLUNE) FM PEAK HOUR AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE NUMBER OF TRIPS * DIRECTION `- - (SQ. FT. * NMTHRW ■ ar UNITS) IN OUT IN OUT * LEFT THRU RIGHT LEFT SUM UJrD THRU BMW RIGHT LEFT THRU RIGHT WESTBQ LEFT M THRU RIGHT FCD 100 RETAIL 925,000 1.53 1.59 1415 1471 * 0 0 0 0 6-7 RETAIL (OP) 20,000 2.40 2.40 48 48 k 2 0 0 495 0 0 0 0 0 0 CFFICE 335,000 0.40 2.34 134 784 * 0 0 0 0 19 19 0 0 0 0 0 0* fJTEL 250 0.36 0.37 90 93 * 2 0 0 0 0 118 7 0 0 0 0 0 0 * 9 18 0 0 0 0 0 0 Sub-iota1 1681 2395 * 4 0 0 0 783 539 0 0 0 0 0 * 0 1 35 KITI-FAMILY 420 0.47 0.23 191 97 0 0 0 0 30 118 0 12 UNITS/ACRE * 0 0 0 0 0 2 41 C-2 257,899 2.16 2.30 579 616 * * 0 116 0 0 0 * * * 0 0 0 0 0 0 0 3 54 0-3 352,836 0.25 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 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 * f 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 47 0 0 0 0 0 0 * * 0 0 0 0 Sub-'btal 2.809 4,171 * ■ 0 198 0 0 30 118 0 0 0 0 0 0* TDTAL 4,495 6,565 * 4 198 0 0 813 658 0 0 0 0 0 0* PETERS 8 ASSOCIATES ENGINEERS, INC. PROJECT NO. P-181 A MST, 1967 INTERSE71 N TRAFFIC ASSIGN) ITS — PM PEAK HOI,R 100 ACRE FLN44ED 03HE CIPL DEVELCPbEMT INTE M71CN 05: SHAD(LEFORD d NORTH LOOP ROAD TRAFFIC EXITING GATOR (VOLUME) PM PEAK HOUR AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE W43ER OF TRIPS * DIRECTICN (SQ. FT. * NJRT1 BQJrp so fi BCm EASTBOUND WES1BOM ar UNITS) IN OUT IN CUT * LEFT THRU RIGHT LEFT THRU RICHT LEFT THFd) 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 0 0 * RETAIL (CP) 20,000 2.40 2.40 48 48 * 0 22 0 0 0 0 17 0 1 0 0 0* CFFICE 335,000 0.40 2.34 134 784 * 0 627 0 0 0 0 39 0 0 0 0 0* HOTEL 250 0.36 0.37 90 93 * 0 19 0 0 0 0 51 0 2 0 0 0* Subtotal 1687 2395 * * 0 1329 0 0 0 0 622 0 3 0 0 0 * 1 35 KLTI-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 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 0.26 1.94 92 685 * r 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 MF -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 %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 0.23 158 77 * 4 4 0 0 00 0 0 0 0 0 0 * * * Seib -total 2,809 4,171 * 4 28 0 0 213 4 52 0 0 0 0 0 TOTAL 4,495 6,566 * 4 1,357 0 0 213 4 674 0 3 0 0 0" PETERS 8 ASSOCIATES ENGINEERS, IW. PROJECT N0. P-181 AU31ST, 1987 INTE}2SECTION TRAFFIC ASSIG4 MS - PM PEAK FLU2 100 ACRE PIJM D W ERCIAL DEVELQ"+ M INTERSECTION 15: SHApaEFUD & NORTH LOOP ROAD TUTAL TRAFFIC CONTRIBUTION OF GENERATCR (Vam) PM PEAK Hap TO INT87SEUION TRAFFIC TRACT ACRES USE SIZE TRIP RATE NYBE2 OF TRIPS * 01RECTION (SQ. FT. * N7TFE1Q1nD SOUIFBm EAS1BM WESTE10W or UNITS) IN OUT IN OUT ■ LEFT THU RIGHT LEFT TFFU RIGHT LEFT TFFU RIGHT LEFT THU RIGHT PCD 100 RETAIL 925,000 1.53 1.59 1415 1471 • 0 496 0 0 637 495 386 0 0 0 0 0 RETAIL (OP) 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 6Z7 0 0 118 7 39 0 0 0 0 0 * FYTEL 250 0.36 0.37 90 93 * 2 19 0 0 9 18 51 0 2 0 0 0 * * * Sub -total 1687 2395 * 4 1158 0 0 783 539 489 0 3 0 0 0 1 35 MILTI-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 Mr -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 W-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 0.25 1.95 90 675 • 0 23 0 0 0 0 0 0 0 0 0 0 * * 10 36 W-12 436 0.47 0.23 205 100 * 0 0 0 0 0 0 0 0 0 0 0 0 11 28 W-12 336 0.47 0.23 158 77 ■ * 4 51 0 0 0 0 0 0 0 0 0 0 * * * Subtotal 2,809 4,171 * 4 226 0 0 212 122 52 0 0 0 0 0 * * TOTAL 4,496 6,566 * 8 1,384 0 0 995 662 541 0 3 0 0 0 PETERS 8 ASSOCIATES E1SINEERS, INC. PROJECT NO. P-181 A BUST, 1967 IWBRSEL71CN TRAFFIC ASSMENTS - FM PEAK HOUR 100 KRE PL1WNEI) CCMWIAL DEVELOPNIEW INTERSEC71CN TSA; RiA0CLEF01a d SO M LOOP ROOD TRAFFIC ENTERING GENERATOR (PERCENT) PM PEAK HOLR AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE N143M OF TRIPS * DIRECTION ■ (SQ. FT. * N0RT iaw S0UTFBam EASTBO[W WESTBGIIrD ar WITS) IN OUT IN OUT * LEFT THRU RIGHT LEFT TFM RIGHT LEFT THRU RIGHT LEFT THRU RIGHT PCD 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% HOTEL 250 0.36 0.37 90 93 0% 4% 0% 10% * * Sub -total 1667 2395 * * 1 35 MLTI-FAMILY 420 0.47 0.23 197 97 * 15% 60% 12 UNITS/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 NF -12 246 0.47 0.23 116 57 * 10% * * 8 57 G-2 372,438 2.60 2.81 %8 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 * f 30% ■ Sub -Total 2,809 4,171 * TMAL 4,496 6,566 PETERS 8 ASSOC I ATES EAG) DEERS, INC'. PROJECT NO. P-181 ALGLIST, 1987 IMFRSECTICN TRAFFIC ASSIGNMEMS - PM PEAK HaR 100 ACRE RANJ M COMMERCIAL DEVELOPMHJT INTERSECTION 15A: 94MEFOU d SCUM LOCP FM TRAFFIC EXITING GENMTCR (PEF4oxD R4 PEAK HOUR AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE N 43M OF TRIPS • DIRECTICN (SQ. FT. * NCRT}BOM SalFH)M cr LNITS) IN OUT IN OUT * LEFT THOdJ RI(�-Ff FASM= LEFT THaI RIGHT LEFT M RIGHT �" LEFT Th%F1a1 RIGHT PCD 100 RETAIL 925,000 1.53 1.59 1415 1471 * 15% 30% 4% RETAIL (OP) 20,000 2.40 2.40 48 48 * 2� 3% 25% 5% OFFICE 335,000 0.40 2.34 134 784 HME)_ 250 0.36 0.37 90 93 * Ic% 3% 10% k Sib-ivtal 1687 2395 ■ 1 35 M,LTI-FAMILY 420 0.47 0.23 191 97 * 54% 12 UNITS/ACRE ■ * * 2 41 C-2 257,899 2.16 2.30 579 616 * 20% * * 3 54 0-3 352,836 0.26 1.94 92 685 10% * * 4 29 M=-12 353 0.47 0.23 166 81 * 59< 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 * 21 W-12 246 0.47 0.23 116 57 * 7% ■ * 8 57 C-2 372,438 2.60 2.81 %8 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% k Sib-�l 2,809 4,171 * * TOTAL 4,496 6,566 * PETIkS 8 ASSOCIATES ENGINEERS, INC. PROJECT N0: P-181 ARU, 1987 INTERSECTICN TRAFFIC ASSIGI+MS - PM PEAK HOLE 100 ACRE PLM4a OU UCIAL DEVELOINM INTFRSEL71CN 15A: SFU Clq-ff U 8 SOUTH LOOP ROAD TRAFFIC ENTERING GMMTCR (VOLUME) RSI PEAK HOUR AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE NIM3fR OF TRIPS * DIRECTION (SQ. FT. * NDU BCLtD SWTH3W or UNITS) IN CUf IN OUT * LEFT THRU RIGHT LEFT 1)M EASTBUM RIGHT LEFT THRU RIGHT LEFT WESH OM THRU RIGHT FCD 100 RETAIL 925,000 1.53 1.59 1415 1471 * 57 0 0 0 283 354 0 0 0 RETAIL (OP) 20,000 2.40 2.40 48 48 * 2 2 0 0 5 14 0 0 0 0 *� CFFICE 335,000 0.40 2.34 134 784 * 1 0 0 0 105 13 0 0 0 0 0 0 0 0 FDTEL 250 0.36 0.37 90 93 * 0 4 0 0 0 9 0 0 0 0 0 0 0 0 * 0 SUrioda1 1667 2395 * 60 6 0 0 392 391 0 0 0 0 0 0 * * 1 35 KJ -TI -FAMILY 420 0.47 0.23 197 97 0 0 0 0 30 118 0 0 12 UNITS/ACRE * 0 0 0 0 * * 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 04 * 29 W-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 * 188 T-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 12 0 0 0 0 0 0 0 0 0 0 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 2,809 4,171 * 0 198 0 0 30 118 0 0 0 0 0 0 TOTAL 4,4% 6,566 * * 60 2134 0 0 422 509 0 0 0 0 0 0 F♦1ERS E &S.SMATFS EN INE:EIJ�, iK;. PROJECT NO. P-181 A MST, 1987 INTERSECTION TRAFFIC ASSIGMVETJTS - FM pM FELp INTERSECTIM #5A: SWI(XLEFW d SOUTH LOCP FM TRAFFIC DOTING GEMPAATOR (vcLm) FM PE/YC HOR AT THIS INTERSECTIM TRACT ACRES 115E SIZE TRIP RATE NIM M OF TRIPS * (SQ. FT. * } M DIRECTICN * or- UNITS) IN OUT IN OUT * LEFT THU RIGHT Swpfcm LEFT TI -M EASTBOUND RIGHT LEFT THRU RIGHT WESTIM LEFT p TH U RIGHT PCD 100 RETAIL 925,000 1.53 1.59 1415 1471 * 0 221 0 0 0 RETAIL (CP) 20,000 2.40 2.40 48 48 * 0 10 0 0 0 441 0 59 0 0 0 CFFICE 335,000 0.40 2.34 134 784 * 0 549 0 0 1 0 0 12 0 2 0 0 0 HMR 250 0.36 0.37 90 93 * 0 9 0 0 3 0 78 0 16 0 0 0 * 0 9 0 0 0 0 0 Sub -total 1687 2395 0 788 0 0 4 0 541 0 77 0 r 1 35 MITI -FAMILY 420 0.47 0.23 197 97 * 0 0 0 0 0 0 0 12 WITS/ACRE * 0 52 0 0 0 0 0 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 * 00 0 0 0 4 29 W-12 353 0.47 0.73 166 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 C-2 372,438 2.60 2.81 96B 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 * 00 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 Sub-ivtal 2+809 4,171 * 4 28 0 0 213 4 52 0 0 0 0 0* TurAL 4,496 6,566 ■ * 4 816 0 0 217 4 593 0 77 P 0 0 PElEkS S ASSOCIATES ENGINEERS, W. PF40JECT NO. P-181 AUGUST, 1967 INTDtSECTICN TRAFFIC ASSIGNMENTS - PM PEAK HGR 100 ACRE R -*M OM9UTAL DEVELOMW INTERSECTION i5A: SliMEFOU d SCUTH LOOP ROAD TUTAL TRAFFIC CONTRIBUTION CF UNERATCR (VOLUME) FM PEAK HOUR TO INTIERSECTICN TRAFFIC TRACE ACRES USE SIZE TRIP RATE N143ER CF TRIPS DIRECTION (SQ. FT. NW CUD cr UNITS) IN OUT IN CUT * LEFT TFRU RIGHT S0UT}13am LEFT THRU EASRKM RIGHT LEFT TH7U RIGHT WESTBW LEFT THU RIGHT � PCD 100 RETAIL 925,000 1.53 1.59 1415 1471 * 57 165 0 0 283 354 331 0 RETAIL (CP) 20,000 2,40 2,40 48 48 * 2 10 0 0 44 0 0 0 OFFICE 335,000 0.40 2.34 134 784 * 1 549 0 0 6 105 14 9 13 0 2 0 0 0 KYR 250 0.36 0.37 90 93 * 0 13 0 0 3 78 0 16 0 0 0 9 9 0 0 0 0 0 Sib-totalr 1687 2395 " 60 737 0 0 396 391 428 0 62 0 1 35 KLTI-FAMILY 420 0.47 0.23 197 97 0 0 0 0 30 118 0 0 12 UNITS/ACRE r 52 0 0 0 0 0 2 41 Cr2 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 r 0 0 0 0 0 0 5 12 0-1 78,408 0.37 2.19 29 172 * 0 3 0 0 17 0 ae 0 0 0 0 0 0 6 188 f-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 16 0 0 0 0 0 0 0 0 0 0 8 57 C-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 0'26 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 1000 * 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• SLb'totai■ 2,809 4,171 * 4 226 0 0 212 122 52 0 0 0 0 0 TOTAL 4,495 6,566 ■ • 64 962 0 0 606 513 480 0 r 62 0 0 0 PETERS 8 &:,SXIATES ElmINFFRS, Ir[, PROJECT NO. P-181 A MST, 1987 INTERSECTION TRAFFIC ASSIG"4MS - PM PEAK HSR 100 AGE Rine 00%mgUTAL DEYE1~ INTER;ECTICN 06: SHACKLEFCRD d 36TH STREET PM PEAK HOUR TRAFFIC WMIW, GDERAT(R (PBCW) AT THIS INTERSECTION TRACT ACRES USE S 12 TRIP RATE NUMBER OF TRIPS * _-. (SQ. FT. * � DIRECTIONNJUHM *= cr UNITS) IN OUT IN OIfT * LEFT THRU RIGHT SafDfc �D EASTBan LEFT THRU RIGHT LEFT THRU RIGHT WESTBCII�D LEFT PCD 100 RETAIL 925,000 1.53 1.59 1415 1471 * ` — =5` — — - — THRU RIGHT RETAIL (OP) 20,000 2.40 2.40 48 48 * 5% 2% 3% * CFF ICE 335,000 0.40 2.34 134 784 * 3% 2% 3% * HM 250 0.36 0.37 90 93 * 1% 2% * Sub-ivtal 1687 2395 3% * 1 35 KLTI-FAMILY 420 0.47 0.23 197 97 10% * 12 UNITS/ACRE * 15% 10% 2 41 G2 267,899 2.16 2.30 579 616 * 5% 3 54 0-3 352,836 0.26 1.94 92 * 685 * 1%* 1 4 29 M =12 353 0.47 0.23 166 * 81 * 2 1% 5% 5 12 0-1 78,408 0.37 2.19 29 * 172 * 1% 3% 6 188 1-2 565 0.37 1.00 209 * 565 * 1% 5% ■ 7 21 W-12 246 0.47 0.23 116 * 57 * 6% 10% 8 57 Cr2 372,438 2.60 2.81 958 * 1047 10% 25% * 9 53 0-2 346,302 0.25 1.95 90 • 675 10% 10 36 W-12 436 0.47 0.23 205 * 100 ■ 5% ■ r 5% 5% 11 28 W-12 336 0.47 0.23 158 77 * 2% 2% 3% Sub-total2 3% ,809 4,171 ■ TUrAL 4,495 6,556 F L I EELS 8 ASSOCIATES EN I LT. R, Mr. - PROJECT NO. P-181 AL IG IST, 1987 INTERSECTION TRAFFIC ASSIGIIVENTS - FM PEAK HU 100 ACRE PLN40 ODNEFCIA- DEVEW34ENT INTERSE TIM 16: SHkXLEFaa d 36TH STREET P* 1 TRAFFIC EXITING CENERATCR (PEFCw) FM PEAK Fap AT THIS INTERSECTION TRACT ACRES USE S 12 TRIP RATE "MM OF TRIPS * - DIRECTION (W. FT. * NORRfDJ U SGUTHUM a- WITS) IN CUT IN CUT * LEFT ITM RIGHT LEFT TFRJ EASTBOl1rD WESTBCIm RIGHT LEFT THRU RIGHT LEFT * THTd1 RICHT PCD 100 RETAIL 925,000 1.53 1.59 1415 1471 4% 2% 1%* - RETAIL (CP) 20,000 2.40 2.40 48 48 1$ OFFICE 335,000 0.40 2.34 134 784 * 3$ % Hga250 0.36 0.37 90 93 2% 1% 1% * Sub -focal 1687 2395 * 1 35 ALLTI-FAMILY 420 0.47 0.23 197 97 * 10$ 10$ 5$ 12 LNITS/ACRE * 2 41 C^2 267,899 2.16 2.30 579 616 * 10% 5% 21' * 3 54 0-3 352,836 0.26 1.94 92 685 * 5¢ 1¢ 14 * * 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-2 565 0.37 1.00 209 565 * 6% 2 7 21 PF -12 246 0.47 0.23 116 57 * ' 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 36 FBF -12 436 0.47 0.23 205 100 • 7% 3¢ r * 11 28 W-12 336 0.47 0.23 156 77 10$ 5% * SW-iotal 2,809 4,171 % T1DTAL 4,495 6,566 # P* 1 PETERS d ASR)CIATES ENGINEERS, PROJECT NO. P-181 ARM, 1987 INTER!MICN TRAFFIC ASSIGMMS - PM PEAK HOLR 100 ACRE PLY ED O ETAIAL DEVELOMM INTERSTL,TICN /6: SiMEFOU d 36TH STREET FM PEAK HOLR TRAFFIC ENTERING WERVOR (VCLLI E) AT THIS INIUSECfIpV TRACT ACRES USE SIZE TRIP RATE MMER CF TRIPS * - — (SQ. FT. or UNITS) IN OUT IN — „NJIMfg- OUf * LEFT 74U WDIRECTI.CN RIGHT LEFT mfTHRLI rH3 RIGHT LEFT EA51BQ1}id1M RICHE LEFT WESTBaW *- PCD 100 RETAIL 925,E 1.53 1.59 1415 1471 *^ 0 THU RIGHT _ RETAIL (CP) 20,000 2.40 2.40 48 48 * 0 71 2 0 0 0 0 28 0^' 0 0 0 42 *` CFFICE 335,000 0.40 2.34 134 784 * 0 4 0 0 0 0 1 0 0 0 0 1 HOTEL 250 0.36 0.37 90 93 0 1 0 0 0 * 0 0 0 0 Sub --total 1687 2395 * 0 78 0 0 0 1 35 KLTI-FAMILY 420 0.47 0.23 197 97 0 29 0 0 0 0 49 * * 12 LNITS/ACRE * 0 0 0 0 30 0 0 0 0 20 0 2 41 C^2 267,899 2.16 2.30 579 * 616 * 0 29 0 0 * 3 54 D`3 352,836 0.26 1.94 92 * 685 * 0 0 12 0 0 0 0 58 4 29 MF -12 353 0,47 0.23 166 81 * 0 0 1 0 0 0 0 1 0 0 0 0 5* * 5 12 0-1 * 3 0 0 p p 0 0 0 0 0 5* 78,408 0.37 2.19 29 172 * 0 0 0 0 0 6 186 R-2565 0.37 1.00 209 565 * 0 0 0 0 0 0 0 1* 7 21 W-12246 0.47 0.23 116 57 * 0 0 0 0 0 0 0 0 0 21 0 8 57 C-2 * 7 0 0 0 0 12 0 0 0 0 29 p* 372,438 2.60 2.81 968 1047 * 00 0 0 0 9 232 346,302 0.26 1.95 90 6750 * 0 0 0 0 0 97 0 10 36 W-12436 0.47 0.23 205 100 * 0 0 0 5 0 0 0 0 0 5 0■ ■ 0 0 0 00 10 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* SLb-tv1a1 2,809 4,171 * 2757 3 5 15 41 13 0 0 TOTAL * 10 171 74 * 4,496 6,566 * 27 115 3 5 15 41 42 0 0 10 171 123 * PETERS 8 ASSOCIATES EW NEU6, j q % PROJECT NO, P-181 NJW, 1967 INTERSC{TION TRAFFIC ASSIGNMENTS - FM PEW Hap 100 ACRE PUIM ON4TCIAL DEYELOFFW INTERSECTION 16: Si'MEFUU 8 36TH STREET —_a PM PEAK Hap TRAFFIC EXITING GOIERATCR (VMU„E) AT THIS INTERSECTICN TRACT ACRES USE SIZE TRIP RATE 111-M OF TRIPS * -- -, — — (SQ. Fr. * DIRECTION _ or WITS) IN OUT IN CUT * LEFT THAI RIGHT LEFT S�1r0 TI -M EASTEX7<!nD RIGHT LEFT WU RIGHT WESTBaw LEFT THU RIGHT PCD 100 RETAIL 925,000 1.53 1.59 1415 1471 * 0 0 0 - 0 --- -- ` RETAIL (CP) 20,000 2.40 2.40 48 48 * 0 0 0 0 0 29 15 0 0 0 OFFICE 335,000 0.40 2.34 134 784 * 0 0 p 0 0 2 0 0 1 0 0 0 0 HDTT1 250 0.36 0.37 90 93 0 0 0 24 8 0 0 8 0 0 0 0 * 2 1 0 0 1 0 0 0 0* Sulriotal 1681 2395 * 0 0 0 25 70 0 1 35 MITI -FAMILY 420 0.47 0.23 197 * 97 * 0 0 39 15 0 p p 12 LNITS/ACRE 0 0 0 0 0 10 10 5 0 0 0 2 41 C^2 267,899 2.16 2.30 579 * 616 * 0 0 0 62 * 3 54 0-3352,836 0.26 1.94 92 685 * 0 31 12 0 0 0 0 0 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 5 12 0-1 78,408 0.37 2.19 29 172 ■ 0 2 0 0 0 0 0 0 0* * 00 9 2 2 0 0 0 0 0 0* 6 188 R-2 565 0.37 1.00 209 565 * 0 0 0 0 ' 7 21 Mt= -12 246 0.47 0.23 116 � 57 ■ 0 0 0 34 11 0 0 0* 0 0 0 0 0 0 4 3 1 0 0 0 8 57 C-2372,438 2.60 2.81 %8 1047 * 0 0 0* 0 9 53 0-2 346,302 0.25 1.95 90 6750 * 0 0 0 105 0 0 0 0 * 0 0 0 0 0 34 34 0 0 0 0* 10 36 W-12 436 0.47 0.23 205 100 * 07 3 * 0 0 0 p 0 11 28 W-12 336 0.47 0.23 158 77 * 0 0 0 8 4 0 0 0 0 0 0 0* Sb-tota1 2,809 4,171 * 0 7 3 114 46 21 47 185 17 0 0 TOTAL * 0 4,496 6,566 * 0 7 3 139 115 21 47 225 32 0 0 0 —_a PETERS 8 ASSCCIATFS EW, I NFERS, IW. PROJECT NO. P-181 A MST, 1967 INTERSECTION TRAFFIC ASS MENTS - PM PEAK Haft 100 ACRE RJR& CCM EWIAL DEVELCR4NT INTFR=ION 06: 9-AO<LffM d 36TH STREET TOM TRAFFIC CONTRIBLITICN CF GGIERATOR (VCLLM PM PEAK HOUR TO INTERSECTION TRAFFIC TRACT ARES USE SIZE TRIP RATE MIER CF TRIPS * DIRECTION (SQ. FT. * NJTDBaM SURH30U D EASTBM WESTWX ar UNITS) IN QJT IN OUT * LEFT TIM RIGHT LEFT TIM RIGHT LEFT THRU RIGHT LEFT THAJ RIGHT POD 100 RETAIL 925,000 1.53 1.59 1415 1471 * 0 71 0 0 44 0 --- 28 22 11 -f4 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* CFF ICE 335,000 0.40 2.34 134 784 * 0 4 0 24 8 0 0 8 0 0 0 3* HOTEL 250 0.36 0.37 90 93 0 1 0 1 1 0 0 1 0 0 0 3* w * Su-total 1687 2395 * 0 78 0 25 54 0 29 31 it 0 0 49 * * 1 35 KLTI-FAMILY 420 0.47 0.23 197 97 * 20 0 0 0 0 30 10 10 5 0 20 0 12 LJNITS/ACRE « * * 2 41 C-2 267,899 2.16 2.30 579 616 * 0 29 0 46 23 9 12 0 0 0 0 58 3 54 0-3 352,836 0.216 1.94 92 685 * 0 1 0 34 7 7 1 0 0 0 0 5 * * 4 29 MF-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 w * 6 188 R-2 565 0.37 1.00 209 565 * 0 0 0 0 0 0 0 34 11 0 21 O rt * * 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 Cr2 372,438 2.60 2.81 %8 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 W-12 436 0.47 0.23 205 100 * 0 7 3 0 10 0 0 0 0 10 0 0 • * w 11 28 M=-12 336 0.47 0.23 158 77 * 0 3 3 12 4 0 0 0 0 0 0 5 Sub-total 20809 4,171 * 27 44 6 103 53 59 60 159 17 10 171 74 * * Turk 4,495 6,566 * 27 122 6 128 107 59 89 191 29 10 171 123 PETER, d ASSCCIAIES FRAWERS. InC. PF43JECT NIT. P-181 ALM, 1987 INTERSECTION TRAFFIC ASSIGN1IMS — FM PEAK HJLR 100 ACRE PLANNED CI MERCIAL DEVELCIMM INTERSECTION 17: 36TH STREET d LOOP FYD TRAFFIC ENTERING GENERATOR (PERCENT) FM PEAK HU AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE NIMER CF TRIPS * T` -- ,w/RII13M DIRECTION Or UNITS) IN OUT _ IN OUT * LEFT SWTK UM Le[RmM WESTB.^ THU RIGHT LEFT Tft RIGHT LEFT TFW RIGHT LEFT THU f RIGHT * POO 100 RETAIL 925,000 1.53 1.59 1415 1471 * RETAIL MP) 20,000 2.40 2.40 48 48 * 3% � CFFICE 335,000 0.40 2.34 134 784 * 3 � * HDTEL 250 0.36 0.37 90 93 ■ 2% * * Sub-fofal 1687 2395 1 35 hLLTI-FAMILY 420 0.47 0.23 197 97 12 LNITS/ACRE . 5% 35% 2 41 C-2 267,899 2.16 2.30 579 * 616 ■ * ■ 2 3 54 0-3 352,836 0.25 1.94 92 685 * 1% 4 29 MF -12 353 0.47 0.23 166 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 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 * ` 10� • 10 36 W-12 436 0.47 0.23 205 100 f * 11 28 W-12 336 0.47 0.23 158 77 * Sub-lvtel 2,809 4,171 * TOTAL 4,495 * 6,566 PETERS 3 AS�4X I ATES E,%I WFRS. IPC, PROJECT NO. P-181 AT G%7, 1987 IMUZSEC TCN TRAFFIC ASSIGI.DaS - FM PEA( H0R 100 ACRE Rftfa C0*M1k DEVEI-04ENT INTERSECTION 17: 36TH STREET d LOCP FM Sib -total 2,809 4,171 * TOTAL 4,496 6,566 * FM PEAK HOUR TRAFFIC EXITING GBERATUR (ppu�fT) AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE N)VBER OF TRIPS * (SQ. FT. * N3ITFBCIJrp DIRECTION or WITS)IN OUT IN OUT ■ LEFT THRLI RIGHT LEFT EASTKW F T�RIGHT' LEFT THU RIGHT LEFT � � RIGHT FCD 100 RETAIL 925,000 1.53 1.59 1415 1471 3% RETAIL (CP) 20,000 2.40 2.40 48 48 * 3% 2 CFFICE 335,000 0.40 2.34 134 784 1% FQ1EL250 0.36 0.37 90 93 * 1% 1% 1$ * Sub -total 1681 7395 * * 1 35 M-LTI-FAMILY 420 0.47 0.23 197 97 12 UNITS/ACAE 25% 1% 35% 2 41 C-2 267,899 2.16 2.30 579 616 3 54 0-3 352,836 0.26 1.94 92 685 4 29 W-12 353 0.47 0.23 166 81 * 1% 5 12 0-1 78,408 0.37 2.19 29 172 6 188 R-2 565 0.37 1.00 209 565 * 1% • ' * 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 9 53 0-2 346,302 0.26 1.95 90 675 * 10% * 10% 10 36 M=-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 * TOTAL 4,496 6,566 * PETERS d ASSOCIATES ENGINEERS, INC. PROJECT ND. P-181 ARIST, 1967 INTERSECTION TRAFFIC ASSI~S - FM PEAT( FSR 100 ACRE PLANED ONNUICIAL DEVELOPMENT INTERSECTION 17: 36TH STREET d LOCP ROAD PM PEAK HQR TRAFFIC ENTERING GENERATOR (VOLujE) AT THIS INTERSECTION TRACT ACRES USE SIZE TRIP RATE NUMBER CF TRIPS * (SQ. FT. * ro DIRECTION or- UNITS) IN OUT IN OUT * LEFT THRU RIGHT SCLfTH3am LEFT EA4TBOIJnp TFW RIGHT LEFT T" RIGHT LEFT ��1,p FCD 100 RETAIL 925,000 1.53 1.59 1415 1471 * 0 TFM RIGHT RETAIL (CP) 20,000 2.40 2.40 48 48 * 0 0 0 p p 0 0 42 0 0 0 0 28 CFFICE 335,000 0.40 2.34 134 784 * 0 0 0 0 0 0 1 1 0 0 0 0 1 KM 250 0.36 0.37 90 93 * 0 0 0 0 0 0 3 0 0 0 0 0 * 0 0 0 0 1 0 0 0 0 0* Sub -total 1667 2395 * 0 0 0 0 i 35 RLTIfAMILY 420 0.47 0.23 197 * 97 * 0 0 47 0 0 0 0 29 12 W ITS/A(FE * 00 0 0 0 0 10 0 0 0 0 69 2 41 C-2267,899 2.16 2.30 579 616 0 0 0 3 54 0-3 352,836 0.25 1.94 92 * 685 * 0 0 0 0 0 12 0 0 0 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 5 12 0-1 78,408 0.37 2.19 29 * 172 * 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 0 0 7 0 0 0 0 0 0 0 0 p 21 0 21 W-12246 0.47 0.23 116 57 * 0 0 0 8 57 C-2 372,438 2.60 2.81 %8 * 1047 * 0 0 0 0 0 0 0 0 47 0 9 53 0-2 346,302 0.26 1.95 90 * 675 * 0 0 0 0 0 0 0 0 0 97 p* 0 0 0 0 0 0 0 0 0 0 9 0* 10 36 W-12 436 0.47 0.23 105 100 * 0 0 0 11 28 W-12 336 0.47 0.23 158 * 77 * 0 0 0 0 0 0 0 0 0 0* p 0 0 0 0 0 0 0 0 0 0 &&total 2,809 4,171 * 0 0 0 0 0 0 10 0 13 0 174 69 TOTAL 4,496 6,566 * 0 0 0 0 0 0 57 0 13 0 174 96 * PETERS 8 ASSCCIAIF.S EfCltaRS, INC. PRIIUECT NO. P-181 AMT, 1987 IW96EGTICN TRAFFIC ASSIGMt TS - PM PEAK HaR 100 ACRE PI M® CCM4EFCIAL DDE~ INTERMICN f7: 36TH STREET d LOCA FDffi PM PEAK HOUR TRAFFIC BUT1N; CEHIRAT(R (yaM) AT THIS IKTUtSECTICN TRACT ACRES USE SIZE TRIP RATE NIJ�M CF TRIPS 1 (SQ. FT. * N3RTFBD1rD DIRECTION _ a WITS) IN OIIT IN p(!T * LEFT THRU RIGHT LEFT � THRU RIGHT LEFT ��� THU RIGHT WESTBC(1nD LEFT THRU ■ RIGHT � PCD 100 RETAIL 925,000 1.53 1.59 1415 1471 * 0 0 0 RETAIL (CP) 20,000 2.40 2.40 48 48 * 0 0 44 0 29 0 0 0 0 0 0 CFF ICE 335,000 0.40 2.34 134 784 * 0 0 0 0 1 0 1 0 0 0 0 0 0 SEL 250 0.36 0.37 90 93 * 0 0 0 8 0 8 0 0 0 0 0 0 * 1 0 1 0 0 0 0 0 0* Sub -total 1687 2395 0 0 0 54 0 39 0 0 0 1 35 M.ITIfA%IILY 420 0.47 0.23 197 97 * 0 0 0 0 p* * 12 UNITS/ACRE * 0 24 0 1 0 0 0 0 0 34 2 41 C-2 267,899 2.16 2.30 579 * * 6160 0 0 * 3 54 0-3 352,836 0.25 1.94 92 685 * 0 0 0 0 0 0 0 0 12 0 0 0 00 0 0 p 0 0 7 0 * 4 29 W-12 353 0.47 0.23 166 81 * 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* 6 188 R-2555 0.37 1.00 209 565 0 0 0 0 0 0 0 0 0 0 2 p* 7 * 0 0 0 0 0 11 45 0 0 0 0 21 W-12 246 0.47 0.23 116 57 * 0 0 0 8 57 Cr2 372,438 2.60 2.81 958 1047 * 0 0 0 0 3 8 0 0 0 0 9 53 0-2 * 0 0 0 0 0 0 105 0 0 0 0 346,302 0.25 1.95 90 675 * 0 0 0 0 10 36 MF -12 436 0.47 0.73 205 100 0 0 0 0 68 0 0 0 0# 11 28 h1`-12 336 0.47 0.23 158 ** 77 * 0 0 00 0 0 0 0 0 p p + 0 0 0 0 0 0 0 0 0 0 0 0# Su�tota I 2,809 4,171 * 0 0 0 24 0 1 14 226 0 0 TOTAL * 21 34 4,496 6,566 * 0 0 0 78 0 40 14 225 0 0 21 34 PETERS 8 ASSOCIATES EN31NEERS, II,C. PTuJECT N0. Fl$1 A aW, 1987 INTERSECTION TRAFFIC ASSIGN4M - FM PEAK HX.R 100 ADZE PLINKED C044TClAL DEVE1-0-+ M INTORSEL71CN 17: 36TH STREET d LOOP ROOD TOTAL TRAFFIC OMIBLITION OF GENERATCR (VOLLK) PM PEA( HOUR TO INTERSECTION TRAFFIC TRACT A3 ES USE SIZE TRIP RATE MMM CF TRIPS * DIRECTION (SQ. FT. * N72TFBaW SCU11- aw or UNITS) IN OUT IN CUT * LEFT THZU RIGHT LEFT THZU EAgBaw RIGHT LEFT THZU RIGHT WESTBaM LEFT TH U RIGHT POJ 100 RETAIL 925,000 1.53 1.59 1415 1471 * 0 0 0 33 0 22 42 0 0 0 RETAIL (OP) 20,000 2.40 2.40 48 48 * 0 0 0 1 0 1 0 28 CFFICE 335,000 0.40 2.34 134 784 0 0 0 8 0 1 8 3 0 0 0 0 0 1 HNEL 250 0.36 0.37 90 93 * 0 0 0 1 0 1 1 0 0 0 0 0 0 0► s 0 0 Su -total 1687 2395 * 0 0 0 43 0 31 47 0 0 0 0 29 * 1 35 Nl)LTI-FAMILY 420 0.47 0.23 197 97 * * 0 0 0 24 0 1 10 0 0 * 12 LNITS/ACRE 0 0 103 * * 2 41 C-2 267,899 2.16 2.30 579 616 * 0 0 0 0 0 0 0 0 12 * 3 54 0-3 352,836 0.25 1.94 92 685 * * 0 0 0 0 0 0 0 0 0 9 0 * 4 29 W-12 353 0.47 0.23 166 81 * * 0 0 0 0 0 0 0 0 1 0 0 0 7 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 4-2 565 0.37 1.00 209 565 * 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 * 9 53 0-2 346,302 0.26 1.95 90 675 ■ * 0 0 0 0 0 0 0 68 0 0 97 0 * 10 36 W-12 436 0.47 0.23 205 100 * * 0 0 0 0 0 0 0 0 0 9 0 * 11 28 W-12 336 0.47 0.23 158 77 * * 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * Sub -total 2,809 4,171 * 0 0 0 24 0 1 24 200 13 0 192 103 TOTAL 4,496 6,566 * * 0 0 0 67 0 32 71 200 13 0 192 132 m r r� w it �� � r i� i r i� i i� r z� 1'S h l 3 A j [D [P p rn �, 0 zD [D R• �• Cr e � FT+ ;� fl 0 cD �. r•F G ❑ cD DD 'tel CD �+. 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