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HomeMy WebLinkAboutAppendix F• 0 APPENDIX F: Committed Development Data • NE 20TH STREET NE 19TH STREET 45/99 AM/PM PEAK HOUR PROJECT TRAFFIC IN VPH FIGURE 8 AM AND PM PEAK HOUR PROJECT TRAFFIC JACKSON M. AHLSTE©T, P.E. THE 1800 CLUB August 22, 2001 Page 29 • • 1C%/12 4....--.-...- 159 / 8 1619/19 NE 29th Street 1 5 % / 1 6 —11. I 0 is — 4— 157/18 5%/6 16 %/ 1 7 ...............� 9%/9 7%/8 18%/21 f----36%/42 4 25%/29 ir--20%/24 NE 21st Street CV Cr, 0 c m V 2%/2 10%/12 4%/4 --I► 3%/3 N N E � y Ezt 0 Fti v L— (SEE DETAIL) %/16 LO E 20th Street 20%/21 4 20% OUT/33 20% IN/29---► 4— 5%/6 5%/6 a7 0 c tj w NE 15th Street 0 lk EN CC co co 30%/31 �5%/6 NE 19th Street 5%/6 5%/5 0 ry 5%/5' —� • 0 JC0-- V1 O0n c'\ L LEGEND XxZ/XX P.M. PEAK HOUR DISTRIBUTION/ASSIGNMENT (VEHICLES) P.M. PEAK HOUR/DISTRIBUTION/ASSIGNMENT (PERSON —TRIPS) 5%/5 5 %/5 —* 0 co co 5%/5 I XX% IN/XX E 20th Terrace Bayshore Drive DETAIL 4---- 7 6 %/89 8%/8-----04.1 - 5%/6 0 u, NE 21st Street ea %/8 co co 76%/89 7%/8� 4— 14%/ 7%/7 NE 20th Terrace +— 7%/8 5%/5� 75%/78 82%/85 7%/7 —► FIGURE 4 PROJECT TRIP D[STRIBU T ION AND ASSIGNMENT Kimley-Horn and Associates, Inc. • • NE 20TH STREET 17173 17/73 1 NE 19TH STREET NE 18TH AO' 22/96 STREET 62/55 14/59 111:ORi0' E 17TH TERR NE 2ND AVE 49144 4, 14/59 9/8 Gq t3 t 45199 AM/PM PEAK HOUR PROJECT TRAFFIC IN VPH N aAYSHORE DR PROJECT FIGURE 6 AM AND PM PEAK HOUR PROJECT TRAFFIC JACKSON M. AHLSTEDT, P.E. METROPOLIS BAYSHORE CONDOMINIUM April 29, 2003 Page 22 • NE 19 ST 0 CV Lil z (3) BISCAYNE BLVB r 7- (4) (2} PROJECT SITE L co NE 15 ST 6—� } 31 (6) 3 (16) T 4 3 NE 18 ST NE 17 TER BAYSHORE DR N.3.5. VENETIAN CSWY NE 14 ST PAwJF.i: ELLIPSE MUSP TRAFFIC IMPACT STUDY LEGEND XX - ENTER (XX) - EXIT PM PEAK HOUR PROJECT TRIPS EXH(Bii No. Page 22 m N t--- (30) - (3°) NE 20 sT 28 NE 19 ST NE 18 ST tar 2 Z NE 15 ST NE MIAM1 CT NE 17 ST NE PROJECT SITE E oc 74 _J U W Z — 293 NE 17 TER NE 17 ST v 1 (151) (163) —j L-28I L L 56 28 BISCAYNE BLVD 28 (30) _� I r N.T.S- VENETTT AN CSWY LEGEND XX - ENTER (XX) - EXIT PROJECT_ BAYVIEW MARKET MUSP TRAFFIC IMPACT STUDY MULE: PM PEAK HOUR PROJECT TRIPS j.............. EXHIBIT No. 13 • NE 20 ST BISCAYNE` BL.VD NE 19 ST U N W z NE 18 Si 2 19 NE 18 ST s 1-- NE 17 TER 3 14 NE 17 ST N BAYSHORE DR ECG: PORTICO MUSP TRAFFIC IMPACT STUDY PM PEAK HOUR PROJECT TRIPS XHIBIT No. 13 Page 22 • 8ISCAYNE BLVD NE 17 TERR NE 17 ST w NE 15 ST (23) (4) 62 7 i C554 co PROJECT SITE (31) (11) 44 5 T VALET & DRIVEWAY NE 17 ST NE 16 ST -46 IN = 164 OUT=135 VENETIAN CSWY LEGEND XX - ENTER (XX) - EXIT PP,(,7€f 1650 BISCAYNE BOULEVARD MUSP TRAFFIC IMPACT STUDY 11TLE: PM PEAK HOUR PROJECT TRIPS EXHIBIT No 13 Page 22 NE17St NE16St NE15St Metromover Station NE14St NE13St 1 4% NE12St NE11St Metromover Station NE17Ter NE 17 St 15% Metromover Station Ballet t14.„,c„ (Vera Concer 0 0 Metromover Station CD m Venetian Causeway M 01.1\1 0 c o$ew0 CARR SMITH CORRADINO Performing Arts Center. Project Trip Distribut on (inbound Traffic) Figure 4 • NE 17 St NE 16 St NE15St-y___e- Meiromover Station NE14St NE13St NE 12 St NE 11 St Metromover Station w eV ua NE17Ter NE 17 St i e% :-fir Ballet Opera House E= 10.4 Meframover Station Metromover Station 1 C:S CO a) son CO V Venetian Causeway Monttu~i Couse140 CARR SMITH CORRADINO Performing Arts Center Project Trip Dis ribu ion. (Outbound Traffic) N1 CV 1a.1 Z • o* r t 00 8%/90 876/63 --", 2%/22 NE 17th Street 2%/16 ---� 2%/22 5%/56 8%/89 4 — 8%/90 A 0) V csi i 1 %/8 - -� 1 %/8 --- ♦ w 4----16%/179 41_ _ 8%/990 16%/126 8%/63 4---- 16% OUT/251 167. IN 177 ---- * Service Drive N N o or) Service Drive 4___-1 %/11 9%/10 tow \ 1C CV See Figure 6 for Detailed Site Traffic Distribution and Assignment z 2%/22 4,,,__.._ 8%/90 8%/63--* NE 15th Street LEGEND X% XX XX> NEW DISTRIBUTION/NEW ASSIGNMENT(MAXIMUM) _ (MAXIM BY ASSIGNMENT> MaralPERSON TD Service Drive Service Drive 704/)g t7 tzt co At Q A V 10%/79 ✓ co N to r 5%/40 FIGURE 5 TRIP DISTRIBUTION At9D ASSIGNMENT