TRAFFIC STUDY (FEB 2004)
~E"AISSA"(E (OMMO"S D~I
(FKfi MOTO~OLfi)
"Ope #2
~AFFI( A"AL YSIS
Prepared for
COMPson ASSOCIATES OF BOynTOn. llC.
Prepared by
PinDER TROUTMAn conSUL TlnCi. Inc.
2324 Soath Congress Avenue. Suite 1 tt
West Palm Beach. Fl 33406
(561) 434-1644
#PTC03-75
October 30. 2003
Revised February 17. 2004
Di
RENAISSANCE COMMONS DRI
(FKA MOTOROLA)
NOPC #2
TRAFFIC ANALYSIS
The proposal under this Notice of Proposed Change (NOPC) for the Motorola DRI is. to change the
proposed land use mix and intensities to provide a mix of residential and non-residential land uses.
These specific land use designation changes, described in detail in Section 5 of the NOPC
Application, represent proposed increases and decreases in land use intensities as well as a
reallocation of approved land use designations and intensities. Residential development will occur
under the Local Retail Commercial land use designation. The purpose of this traffic analysis is to
provide data and analyses of the traffic impacts associated with the proposed change such that a
determination of substantial deviation can be made.
LAND USE CHANGES
There has been one (1) previous modification to the DRI, which was initially approved in 1979 for
625,000 SF of manufacturing (including ancillary office and storage) and 200,000 SF of Office. In
December 2002 the first NOPC was approved to provide for a mix of residential and non-residential
uses on the site. These uses and intensities are provided on Exhibit 1. Generally, the current
proposal is to reduce the amount of office space, eliminate the self-storage warehouse and to
increase the number of residential units. Exhibit 2 provides a summary of the proposed land uses
and intensities.
TRAFFIC ANALYSIS
Based on this 1979 development plan it has been determined that the project is vested for 13,020
daily trips and 1,634 peak hour trips (Exhibit 3). This then becomes the benchmark from which to
compare the trip generation of the proposed land uses.
NOPe #2 03-75 2-17-04
Exhibit 4 provides the AM and PM peak hour trip generation analysis of the proposed Motorola DRI
development program. Both the AM and PM peak hour new trip generation are less than the 1,634
external trips. The trip generation analysis shown on Exhibit 4 follows the methodology and
procedures required by Palm Beach County.
Exhibit 5 provides the AM and PM peak hour trip generation analysis for the proposed Motorola DRI
NOPC #2 development program following established Florida Department of Transportation (FOOT)
procedures. It has been agreed with FOOT that a 26% pass-by rate is appropriate for the existing
Day Care. This rate was obtained from the Pine lias County MPO. Copies of the appropriate report
pages are provided in Appendix A. The projected AM peak hour new trips are less than the vested
trips. However, the projected PM peak hour trips exceed the vested trips by 152. This represents an
increase of 9.3%, which is less than the 15% increase that would constitute a substantial deviation.
Exhibit 6 provides the Internal Capture worksheet for the proposed development plan.
ROADWAY LINK ANALYSES
A link analysis has been conducted to determine if the proposed development plan will have a 5% or
greater impact on any links not analyzed in the Application for Development Approval (ADA).
Exhibit 7 provides this analysis that compares the ADA assignment and impacts with the proposed
development plan assignment and impacts. The ADA impact analysis was based on daily traffic.
Daily volumes have been converted PM peak hour trips based on data contained in the ADA.
The assignment of traffic generated by the current development proposal is based on a distribution
developed by utilizing the Palm Beach County Test 2 Model. The socio-economic database of the
Model includes all existing plus approved projects and the roadway network required to support the
level of development. The model inputs for the Renaissance Commons and the trip distribution
percentages are provided in Appendix B. There are three (3) roadway links on which the proposed
development plans traffic is projected to have a 5% or greater impact that were not analyzed in the
ADA. These links are:
NOPC#2 03.752-17.04
1. Gateway Boulevard from Lawrence Road to Congress Avenue.
2. Gateway Boulevard from Congress Avenue to High Ridge Road.
3. Gateway Boulevard from High Ridge Road to Congress Avenue.
These links of Gateway Boulevard are significantly impacted with the current land use proposed for
one main reason. Gateway Boulevard did not extend to or beyond Military Trail and there was no 1-
95/Gateway Boulevard interchange when the Motorola DRI was approved. Based on these impacts,
only the identified links of Gateway Boulevard are required to be analyzed.
Exhibit 8 provides the two-way roadway link capacity analyses utilizing FOOT trip generation
procedures and link service volumes. The link of Gateway Boulevard from Congress Avenue to High
Ridge Road is projected to exceed the adopted four (4) lane service volume. Widening to six (6)
lanes is required. Traffic counts are provided in Appendix C.
INTERSECTION ANALYSIS
Detailed intersection analysis utilizing the CMA procedures was completed for the following
intersections:
... Congress Avenue/Gateway Boulevard
... Gateway Boulevard/Motorola Drive/Hampton Inn
... Congress Avenue/Catalina Center/Motorola Drive
At buildout (2010) of the project the Congress Avenue/Gateway Boulevard intersection will require
additional eastbound and westbound through lanes. The Congress Avenue/Catalina Center/Motorola
Drive intersection will also require geometric and signal modifications. The north approach of the
intersection has pavement for two (2) left turn lanes and only one (1) is being used. This intersection
will have to be modified to provide two (2) southbound left turn lanes. A summary of the
intersection analysis is provided on Exhibit 10 and the capacity worksheets are in Appendix D.
NOPe #2 03.75 2-17-04
PROJECT PHASING
Development of Renaissance Commons will have to be phased to the letting of the contract for six
(6) laning the link of Gateway Boulevard from Congress Avenue to High Ridge Road. The maximum
allowable AM or PM peak hour external trips prior to the letting of the contract for construction is as
follows:
Previously Approved Trips
5% Impact
176
155
331
24%
331 +0.24 = 1,379
Link Assignment
Maximum External Trips
Development generating less than 1,379 AM or PM peak hour trips can be approved prior to the
letting of the contract for widening Gateway Boulevard from Congress Avenue to High Ridge Road.
ROADWAY MODIFICATIONS
The proposed development plan includes the addition of two (2) new driveways on Congress
Avenue. One of these driveways will be located south of the Congress Avenue / Gateway Boulevard
intersection and the second will be located south of the existing Congress Avenue / Motorola Access
(Catalina Drive) signalized intersection. The proposed northerly driveway will be a full median
opening (allowing all movements) aligned with an existing driveway on the west side of Congress
Avenue. The southerly driveway will allow left in, right in and right out movements only. These
roadway modifications were also a part of the NOPC #1 modifications.
CONCLUSIONS
NOPC #2 proposes simultaneous increases and decreases in allowable development intensities. The
projected new trips meet the requirements of both County and State standards.
NOPC#2 03-752-17-04
Exhibit 1
Motorola DRI
NOPC #1 land Uses
#PTC03.75
2/12/04
NOPC 1 land uses 03.75 10-21-03
Page1 of 1
ITE
Land Use Code Intensity
Office 710 450,000 SF
Residential - High 220 500 Dus
Day Care 565 15,000 SF
Restaurant - Quality 831 10,000 SF
Restaurant - High Turnover 832 6,000 SF
Restaurant - Fast Food 834 8,000 SF
Retail 820 20,000 SF
Bank - Drive-In 912 4,500 SF
Self Storage (Warehouse) 151 128,000 SF
Exhibit 2
Renaissance Commons DRI (fka Motorola)
NOPC #2 land Uses
#PTC03-75
2/12/04
NOPC 2 land uses 03-75 10.21-03
Pagel of 1
ITE
Land Use Code Intensity
Residential - Aoartment 220 145 Dus
Residential- Townhouse 230 326 Dus
Residential - Condominiu 230 1,080 Dus
Su b- Total 1,551 Dus
Retail 820 198,000 SF
Office 710 247,800 SF
Day Care 565 15,000 SF
460,800 SF
Exhibit 3
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DEPARTMENT OF DEVELOPMENT
PLANNING AND ZONING DIVISION
. Buildlng _ PlluJning'& Zoning . 0ew",.rloMl U~ . Community R<<h~ ~....t
~f~~
August 29,2002
Mr. Kahart M. Pinder, AlCP
Pinder Troutman Consulting. Inc.
2324 South Congress Avenue
Suite lH
West Palm Beach, FL 33406
Re: Motorola DR!
Dear Mr. Pinder:
I am responding \0 your letter to Michael Rumpf, dated August 26, 2002, regarding vested trips for the
Motorola DR!. I concur with your assessment, that the Motorola DR! is vested for 13,020 daily trips
and 1,634 PM peak hour trips.
If you have any additional questions, please contact me at 561-742-6260.
Sincerely,
d.u~4~v
Lusia Galav, AlCP
Principal Planner
Cc: Michael Rumpf, Planning & Zoning Director
Jim Cheror, City Attorney
S_~WN'aD~~T_Llr.."
City of Boynton Beach . 10C It BoynD. e-:h Blvd., P.O. Bo1l310 . Boy Beach, F10ridIl 33&25-0310
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growth 03--75 2-11-04
2/12/04
Page 1 of 1
Exhibit 9
Renaissance Commons DRI (fka Motorola)
Historic Growth
Dailv Traffic Volumes Growth
Roadway 1997 2003 Rate
Gateway Boulevard
Military Trail to Lawrence Road 15,791 25,252 8.14% /Year
Lawrence Rd to Congress Ave 23,943 30,922 4.36% /Year
East of High Ridge Road 28,490 36,274 4.11% /Year
Congress Ave
Hypoluxo Road to Gateway Boulevard 30,936 35,205 2.18% /Year
Gateway Blvd to Old Boynton Rd 42,706 45,068 0.90% /Year
Boynton Beach Blvd to Woolbright Rd 33,842 33,240 -0.30% /Year
Average 175,708 205,961 2.68% /Year
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PINELLAS COUNTY
TRANSPORTATION IMPACf FEE STUDY
Prepared for:
PINELLAS COUNIY METROPOLITAN PLANNING ORGANIZATION
Prepared by:
TINDALE-OLIVER AND ASSOCIATES, 1Ne.
with subconsultant
JHK AND ASSOCIATES
February, 1990
P1NElLAS COUNTY IMPAcr FEE STUDY
TINDALE
OUVER and AssociatBS. Inc.
PINELLAS COUNTY IMPACT FEE STUDY
TABLE 11-11 SUMMARY OF TRIP CHARACTERISTICS RECOMMENDATIONS
ODE LAND DEVELOPMENT ACTIVITY INDE? TRIP TRIP NEW
(LOA) VARIABLE RATE LENGTH TRIPS
1 Single-Family DW. UNIT 10.1 5.0 100"
2 Multi-Family . DW. UNIT 6.1 5.0 100"
3 Mobile-Home OW. UNIT 4.8 5.0 100"
4 AeLF 1000 Sf 2.8 2.8 74"
5 General Office 0 - 49.999 sf 1000 SF 16.3 5.1 92"
6 General Office 50 - 149,999 sf 1000 SF 13.7 5.1 92'11
7 General Office 150 - 299.999 s. 1000 SF 11.5 5.1 92'11
8 G8nsral Office 300 - 599,999 sf 1000 SF 10.4 5.1 92'11
9 General Office 600 - 799,999 sf 1000 Sf 8.4 5.1 92'11
10 General Office> 800.000 sf 1000 SF 8.2 5.1 92'11
11 Medical Office 1000 SF 39.9 5.1 n'll
12 Research Center 1000 SF 6.1 5.1 92'"
13 Generallndu&trial 1000 SF 70 5,1 92'"
14 Industrial Park 1000 SF 7.0 5.1 92'"
15 Manufacturing 1000 SF 3.8 5.1 92'"
16 Warehousing 1000 SF 4,9 5,1 92'"
17 Mini-warehousing 1000 SF 2.6 3.1 92'"
18 Hospital BED 11.8 6,' n'"
1. Nursing Home BED 2.6 2.8 75'"
20 Clinic 1000 SF 30.4 4.8 92'"
21 H"''' ROOM 9.0 5,4 71%
22 MoIel ROOM 10.2 6.4 5"'"
23 Re80ft HoIel ROOM 18.4 5.4 75'11
24 General Recreation ACRE 3.5 6.4 90%
25 Marina BERTH 3,0 7,0 9O'll
26 Racquet Club 1000 SF 15.9 3.0 75'11
27 Golf Course PKG SPACE 5.5 7.1 90'11
28 Quality Restaurant 1000 SF 96.8 2.5 82%
29 Sit-down Restaurant 1000 SF ln4 1.' 7''ll
30 Dfive-in Restaurant 1000 SF 622.0 1.7 54'"
31 Discount Store 1000 SF 71.2 1.8 61'"
32 HardwarelPaint Store 1000 SF 51.3 1.7 40'"
33 New and Used Car Sales 1000 SF 43.0 2.4 79'\<
34 Car Wash 1000 SF 151.2 1,6 67'l<
35 Service SIn w/repair & conwnience < 800 sl PUMP 133.8 1.9 23'"
36 SUper-SUpermarket 1000 SF 120.7 1.7 53'"
:rT Convenience Market < 3.000 sl STORE 1762.8 1.5 25'"
38 Convenience Market >:0;: 3.000 sf 1000 SF 887.1 1.5 25'll
39 Commercial < 100,000 sf 1000 SF ....7 1.7 4!>'l<
40 Commercial 100,000 - 199,999 sf 1000 SF 74.3 1.8 63%
41 Commereial200,OOO - 299.999 sf 1000 SF 58.. 2.0 75%
'2 Commercial 300.000 - 399,999 sf 1000 SF 48.3 2.3 79%
43 Commercial 400.000 - 499.999 sl 1000 SF 43.0 2.5 80'll
.. Commercial 500,000 - 999,999 sf 1000 SF 37.7 3.0 81%
45 Commercial> 1,000.000 sf 1000 SF 33,4 3.6 81"
46 Bank (walk-in) 1000 SF 190.0 1.6 80%
47 Bank (drive-in) 1000 SF 276.7 1.6 51%
48 Church (without school) 1000 SF 7.7 3.9 9O'l<
.. Ubrary 1000 SF 45.5 3.D 90'"
50 Day Care Center 1000 SF 67.0 2.0 74'"
51 8ementary School STUDENT 1.0 4.3 SO'"
52 High School STUDENT 1.' 4.3 """
53 JrlCommunity College STUDENT 1.5 7.3 90'"
54 University STUDENT 2.4 7.3 90'"
55 Airport FLIGHT 8.3 6.0 00'll
56 Park ACRE 36.5 6.4 00'll
51 Condominium OW. UNIT 5.. 5.0 100'"
58 U.S. Post Office 1000 SF 815.8 4.9 25'll
59 Movie Theater SCREEN 132.0 2.3 85'"
60 Bud....-Style Mol" ROOM 4.7 ',0 85'l!
61 Veterinary Clinic 1000 SF 32.8 I.. 70'"
62 Efficiency AptIMotel ROOM 5.0 3.3 59'l!
63 Auto Repair/Detailing 1000 SF 28.4 2.2 83'll
TlNDALE
OLIVER and Associates
JHK and Associales
11-35
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Tome
12:00
12:15
12:30
12"45
01:00
01:15
01:30
01:45
02:00
02:15
02:30
02:45
03:00
03:15
03:30
03:45
04:00
04:15
04:30
04:45
05:00
05:15
05:30
05:45
06:00
06:15
06:30
06:45
07:00
07:15
07:30
07:45
08:00
08:15
08:30
08:46
09:00
09:15
09:30
09:45
10:00
10:15
10:30
10:45
11:00
11:15
11:30
11:46
Total
Percent
Combine
d T alai
Peak
Volume
P.H.F.
11-Mar-03
rue
JAMAR Technologies, Inc. Page 1
151 Keith Valley Road
Horsham, PA 19044 Stle Code: 4625
Change These in the Preferences Screen Station 10:
GATEWAY BL 1000' W OF CONGRESS AVE
EJA
......... Afternoon
35 212
29 230
24 207
18 195
12 225
12 216
16 196
11 239
18 224
8 274
5 266
7 315
8 317
13 282
15 345
13 269
17 304
15 350
18 367
18 353
~35i ;;~;f:i;iii,'..
. ';.:;.'..~
31 373
76 307
102 371
131 252
158 279
;(},~: ~
:;;.\~:'jf:! ~;
160 190
148 202
173 ln
147 197
143 In
141 192
127 141
142 121
148 110
148 90
175 76
170 62
162 69
168 55
197 47
Hour Totals WfA
Utvninn Afternoon Momi....... Afternoon
21 209
19 214
11 216
10 234
8 230
11 198
14 221
14 255
8 241
7 241
7 261
9 243
5 275
10 233
10 222
13 244
12 266
14 246
25 246
30 255
2S 262
42':,,',:"~
68 "':'+288
76'i:;--";:;:';I9!I,
1 01 'i: ti6'.
146 255
221 244
269 246
355 242
948;:i"m: ~~~
'" ','.;:'36Q: 146
326 118
294 94
270 95
238 120
225 97
230 80
226 83
204 65
191 66
208 51
211 54
229 39
223 36
186 33
232 21
106
51
38
49
68
114
340
834
663
558
613
697
844
876
1079
1213
1374
1660
1303
770
707
397
233
Latitude: 0' 0.000 Undefined
IioI.wTotals Corrbined TccaIs
Mnrrinn Afternoon ~ Afternoon
56 421
48 444
35 423
61 873 28 429
20 455
23 414
30 417
47 904 25 494
26 465
15 515
12 527
31 986 16 558
13 592
23 515
25 567
38 974 26 513
29 570
29 596
43 613
81 1013 48 608
42 686'
65 ' "';>:\.;":':n-'I"
107" ',' j;g8
211 1137 111." "6lI1:.
132 649
221 562
323 615
736 1021 400 498
513 521
,,', '<$T 429
" : :'/'61~ 3n
1,490 733' '631., 354
""C.: ,:' 542 347
486 308
442 296
1250 453 443 272
385 317
368 274
371 272
919 380 353 224
346 186
339 176
356 141
814 236 386 130
399 101
385 105
354 88
870 129 429 68
4131 11404 6548 8839 10679 20243
26.6% 73.4% 42.6% 57.4% 34.5% 65.5%
15535 15387 30922
07:15 OS:OO 07:15 OS:15 07:15 05:00
858 1660 1495 1151 2353 2797
0.894 0.961 0.930 0.966 0.932 0.970
Start
Tome
12:00
12;15
12:30
12:45
01:00
01015
01:30
01:45
02:00
02:15
02:30
02:4S
03:00
03:15
03:30
03:45
04:00
04:15
04:30
04:45
05:00
05:15
05:30
05:45
06:00
06:15
06:30
,06:45
07:00
07:15
07:30
07:45
08:00
08:15
08:30
08:45
09:00
09:1S
09:30
09:45
10:00
10:1S
10:30
10:45
11:00
11:15
11:30
11:45
T olaI
Percenl
Gombined
TolaI
Peak
Volurre
PHF.
13-Ma<.<J2
Wed
23
33
24
18
9
18
18
10
18
9
9
10.:
7 ,'.
18
15
19
16
18
25
16
26
44
61
72
131
136
222
290
.",'i;Jllll
;>>/..,
'.",:\~
342
272
272
275
239
197
190
187
162
196
196
200
213
185
205
192
6342
40.6%
Palm Beach County Traffic Engineering
160 S. Australian Ave
West Palm Beach, FL 33406
ElA
Afternoon
217
252
228
250
239
233
213
247
248
;;ii;~
:,,~'
'.:?'..
251
292
257
275
Z13
255
239
233
241
256
244
263
252
216
203
215
192
185
159
153
111
118
126
131
133
129
107
87
78
71
68
61
60
53
53
9297
59,4%
15639
07:00 02:15
1504 1130
0.926 0.958
"""'Totals
Afternoon
98 947
55 932
46 1109
59 1069
75 1042
203 974
779 934
1504 751
1161 508
813 500
754 304
795 227
41
36
23
14
21
19
18
5
14
9
9
6
7
13
12
19
29
15
22
24
31
32
24
53
54
68
91
164
:0230:
}i:ii '
;;;',:J
225
220
223
222
157
174
158
169
192
174
207
199
197
204
239
238
5044
31.1%
W/A
Memoon
278
274
252
239
252
235
201
237
263
226
201
353
3S7
282
306
326
302
311
366
304
3D!
"t,t
~.
.'42&
';315
317
333
291
249
241
202
215
171
150
140
138
175
136
125
98
112
86
78
84
64
59
50
52
11155
68.9%
16199
07:00 05:1S
971 1657
0.927 0.935
Page 1
Site Code: OOOOOOOO4667
Station ID:
GATEWAY BL AT E-4 CANAL BRIDGE
latitude: O' 0.000 Undefined
Hour Totals Combined Totals
Afternoon Afternoon
64 495
71 526
47 480
32 489
30 491
37 468
36 414
15 484
32 511
18 512
18 481
16 648
14 626
31 533
27 598
38 583
45 5n
33 584
47 621
40 543
57 600
1E:;~~':::$'
185 0,;': ;,;:.13i1i
204 569
313 549
454 494
6tD'; 464
:",';;,llQ" 433
, ;;'::-:(Ii1o 387
907 ',:612" 374
567 324
492 261
495 258
497 264
396 306
371 269
348 254
356 205
354 199
370 164
403 149
399 152
410 125
389 119
444 103
430 10S
11366 20452
35.8% 64.2%
116
1043
63
925
38
1043
51
1271
90
1283
140
1649
3n
1316
971
890
658
n2
878
599
534
360
225
31838
07:00 05:15
2475 2661
0.962 0.952
Palm Beach County Traffic Engineering Page 1
160 S. Australian Ave
West Palm Beach, FL 33406 Site Code: OOOOOOOO4213
Station 10:
GATEWAY BUNW 150'E OF HIGHRIDGE RD
Latitude: 0' 0.000 Undefined
Start "'--<13 E1A HoU'"ToIats WtA Hou- T dais Combined Totals
TIme .... Aftemoon Afternoon Afternoon Afternoon Afternoon
12:00 34 234 53 254 67 4B8
12:15 36 216 39 251 n 527
12:30 27 236 31 'll7 58 513
12:45 28 2B4 127 1030 24 259 147 1041 52 543
01:00 12 254 19 264 31 516
01:15 15 241 16 252 33 493
01:30 11 262 36 247 47 509
01:45 11 272 49 1029 16 274 91 1037 29 546
02:00 17 290 22 262 39 552
02'15 11 291 15 282 26 5T3
02:30 6 253 17 291 25 544
02:45 7 "",P/I 43 1213 15 333 69 1166 22 712
03:00 14 "':m 14 33B 26 691
03:15 26 ",. 32 326 58 652
03:30 23 >"'-;, 'i'.;" 9 320 32 674
03:45 36 260 99 1313 39 361 94 1345 75 641
04:00 40 267 24 333 64 620
04:15 26 265 21 361 47 646
04:30 28 318 26 332 56 650
04:45 21 245 115 1135 38 344 111 1370 59 589
05:00 75 273 58" . 133 666
05:15 66 292 61 '; ; .~., '~" #? 127 ~;
" ',..'
05:30 90 326 77 , ,..:,~ 167 "m;,
05:45 109 281 340 1172 95 :,.'T~b; 291 1679 204 ,..
06:00 156 300 93 375 249 i'" '"".,S'
06:15 166 299 126 353 294 652
06:30 234 268 218 340 452 606
06:45 297 240 855 1107 339 288 776 1356 636 526
07:00 316 233 ' ":331 257 652 490
07:15 "'.~'i,':"::;).cf, 210 dlll~, 2f;7 '/[111. 477
.""
07:30 . ,":ce'., 212 '7-5' ,'"'330' 223 '<;.7311 435
07:45 '413': 167 1525 842 , :3S11 208 1321 955 '>1ti 39S
06:00 -;.. -'-" 181 27S 160 ll64' 361
08:15 327 142 274 158 601 298
08:30 289 173 316 147 605 320
08:45 280 148 1285 644 224 144 1089 1m 504 292
09:00 248 152 191 151 439 303
09:15 236 157 206 134 442 291
09:30 195 139 183 150 378 289
09:45 212 136 891 584 212 121 792 556 424 257
10:00 184 109 213 110 397 219
10:15 = 85 197 112 419 197
10:30 239 106 267 76 506 184
10:45 232 79 677 379 234 79 911 379 466 158
11:00 24S 70 224 70 469 140
11:1S 257 70 235 62 492 132
11:30 224 63 249 54 473 117
11:45 250 53 976 256 240 49 94B 235 490 102
TolaI 7182 10704 6640 11749 13822 22452
Percent 40.2% 59,8% 36.1% 63.9% 36.1% 61,9%
Combined 17886 18388 36274
TolaI
~ 07:15 02:45 07:00 05:00 07:1S 05:15
Vokrne 1598 1412 1321 1679 2658 2860
PHF. 0,967 0.931 0,944 0,935 0.936 0,923
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GAmU BOULlVAiD , ROTOROLl/BlIIPTOI lD
BOOOI BIlC., PLOIIDl
coomo BI: LUIS PlLOlIIO
SIGlliUID
TilPPIC SUlVBI SPBCIlLISTS, IIC.
m GliDUIl milCB
DBlliI BilCl, PLOUDl 33m
(561) 272-3255 PII (561) 272-4381
ALL lIBlCLBS
Site Code : 00040021
Start Date: 02/04/04
File 1.0. : GATIllOTO
Page : 3
BlIIPTOI ID
Fro. lorth
GAmU BOULBlARD
Prea Bast
IIOTOIOLl
Pro. South
GAntU BOUl.nllD
Prca lest
-------.--.......-..----...------.-------..----------.---.---------------------------.--------------.-.------------------------------
light Thru Left light Thru UTuru Left light fhru Left light Thru UTuru Left Total
Date 02/04/04 ----------------.-------------------.----------------...---------.-------------------------------.----.----------------
Peak lour Analysis By Entire Intersection for the period: 07:00 to 09:00 on 02/04/04
Peak start 07:15 07:15 07:15 07:15,
Voluse 16 0 23 5 936 7 15 24 0 11 28 1540 0 1]
Percent 41\ 0\ 5'\ 1\ 91\ 1\ 2\ 6'\ 0\ 31\ 2\ '7\ 0\ 1\
Pk total 3' - m 35 1581
lighest 07:45 08:00 07:15 07:15
Value 7 0 102m 1 3 , 0 3 8 451 0 2
Ii total 11 162 12 m
PIF .51 .'2 .13 .86
MOTOROLA
GlTBlAJ BOULlVlID , MOTOIOLA/IIlIIPTOI 1ft
BOYITOI BIlCH, PLDiIDl
CDUITID BY: LUIS PlLORIJO
SIGIllLlllD
TI1..IC SUiVIY SPICIALISTS, IIC.
624 GlIDllIl TIIIlCI
DILI1I IIlCH, PLOllDl JJ444
(561) 272-3255 rn 1m) 272-1381
ILL mlCLIS
Site Code : 00040021
Start Date: 02/04/04
Pile 1.0. : GITIIIDTO
Page : 4
-_....-._---------~-------------------------------------------------------------------------------------..---------------.--..---....
UJIPTOI lD
'rOl Jorth
GUIIlY BOUIoIVlID
'rol Bast
IDTllIOLl
'rol South
GlTIllY BOUIoIVlID
PIOI lest
light Thrn Left light Thru DTurn Left light Thrn Left light Thru DTurn Left Total
Date 02/04/04 ------------------------------------------------------------------------------------------------..---------------------
Peak Jour Analysis By Intire Iotersection for the Period: 16:00 to 18:00 on 02/04/04
Peak start 16:45 16:45 IUS IUS
Volue 22 0 5 151m 15 29 19 0 4l 27 1109 4 20
Percent III 0\ 19\ It m 1\ 2\ JIt 0\ m 2\ 9n 0\ 2\
Pk total 271m 62 1160
Highest 17:15 17:JO 17:JO 11:15
Volne 7 0 27m 5 11 6 0 11 ,m 1 5
Hi total 9 m 23 302
PH .75 ~.97 .61 .96
HAMPTON INN
o - 22' 0 . 5 24
o
15
------ ------ ------ ------ ------
o 22 0 5 39
27
66
GATEWAY BOULEVARD
43
1,674 1,739
22
24
24
1,109
1,109
27
27
0
0
. ALL VEHICLES
l
1 2,899
'j
J
I
Intersection Total
2,982
I r
F'
l
L
2,866
0
0
15
15
1,674
1,674
44
44
5
1,133 1,109
19
44
o
27
71
MOTOROLA
KOTOIOLA/CATALllA CBITII , CORGIISS AVI
BOYflOI BBACB, FLOBIDA
COUITBD BY: DICl IBIBY
SIGIALIUD
TRAFPIC SUiVIY SPICIALISTS, IRC.
m GllDnIl TllliCl
DILlAY BIACR, PLOBIDA JJ444
15'1! 272-J255 PAl 15611 272-4J81
Site Code : 00010028
Start Date: 02/04/01
rile I.D. : KOTOCORG
Page : J
ALL VlBICLBS
~..---_.------_._----------_.---------_.--------_._..-.-------..--...--------------------------..---------..-------------------.-----
COIGlISS AVIIUI
FrOI lorth
IlOTOIOLA
Prol 1m
COlGlISS AVOUB
rrOl South
ClTALlIA cnm
Prol Rest
Bight thru Left light Thru Left light Thru Left light Thru teft Total
Date 02/04/04 --------------.------------------------------------------------------------------,,-------------------------.--.,------
Peat Hour Analysis By Intire Intersection for the Period: 07:00 to 01:00 on 02/04/04
Peai start 07:JO 07:JO 07:JO 07:JO
Volnle 20 170J 0 0 0 1 1 901 24 25 0 22
Percent 1\ 99\ 0\ 01 0\ 1001 01 971 JI 5JI 01 m
Pi total 172l 1 92' 47
Highest 07:45 08:15 07:l0 07:15
YOlnle 2 166 0 0 0 10m 2 11 0 4
Hi total m 1 270 15
PBP .92 .25 .86 .78
CONGRESS AVENUE
0 20 . 1,703 0 22
901
0
------ ------ ------ ------ ------ 0
0 20 1,703 0 923 0
1,723
2,646 I 0
CATALINA CENTER 0
24 l . ALL VEHICLES
0 44 0
20 0
22 l
22 1 91 1
2 1
0 'J L
0 Intersection Total 0
2,697 1 0
1
25 J
25 MOTOROLA
2,655
926
0
0 1 24 901 0
1,703
25
------ ------ ------ ------ ------
1,729 24 901 0
CONGRESS AVENUB
MOTOIOLA/C1TlLIIA CIITII , COIGIISS 1i1
BOYI'lO) Bllca, PLOilD1
COUl'lID BY: DICI IIIBY
SIGIlLUID
TilPPIC SUiVIY SPICIALISTS, IIC.
624 GliDllIA TllilCI
DILRlY Bllca, PLOilDA 114U
(561) 272-3255 PAl (5611 272-4381
ALL mlCLIS
Site Code : 00040028
Start Date: 02/04/04
Pile I.D. : MOTOCOIG
Page : 4
COlGilSS mIDI
Prol lortb
MOTOIOLA
Prol last
COlGilSS mIDI
Prea Soutb
ClTlLIIA cmu
Prol lest
----~_.----._.._-~.-----..-----_._-----------------_.---...--------------.----.------------------------------------------------------
light Thm Left light Thm Left light Thru Left light Thm Left Total
Date 02104/04 ---------.------------------------------------.-----.-..-.---------------..---------.---.-------..----.--.'---------".
Peak Hour Analysis By Intire Intersection for the Period: 16:00 to 18:00 on 02/04/04
Peat start 17:00 17:00 17:00 17:00
Vohle 100 1536 0 1 0 0 1 2252 216 175 0 115
Percent 61 941 01 100\ 01 0\ 01 911 91 601 01 401
Pk total 1636 1 2469 290
Highest 17:30 IUS 17:45 17:30
Vohte 21 408 0 1 0 0 0 m 67 47 0 30
Hi total m I m 77
PHP .95 .25 .98 .94
CONGRESS AVENUE
INTERSECTION ANALYSIS SHEET
Renaissance Commons
GATEWAY & CONGRESS AVE
(Existing Counts/Geometries wI Project)
Growth Rate (1)
Peak Season =
Buildout Year =
Years =
2.89% 14.36+4.1'+2.18+0.90)
1,00
2010
7
AM Peak Hour
Intersection Volume Development
Northbound Southbound Eao;tbound Westbound
LT Thru RT LT Thru RT LT ThtU RT LT Thm RT
ExistinK Volume (2/11/03 71 551 270 258 1148 187 248 997 270 314 535 110
Peak Season Volume 71 551 270 258 1,148 187 248 997 270 314 535 110
Backwound 87 673 303 289 1,401 228 303 1,117 330 352 600 123
Motorola Redoclion 0 0 0 0 0 0 0 0 0 0 0 0
Total Major Projecls 0 0 0 0 0 0 0 0 0 0 0 0
% Project T raffle 7% 12% <Jl{, 4% 12% <Jl{, <Jl{, 8% 11% <Jl{, 12% 4%
Directjon out out out in in in in in in out out out
Project T raffie 48 83 0 23 69 0 0 46 64 0 83 28
Tolal 135 756 303 312 1470 228 303 1 163 394 352 683 151
Critical Volume Analysis
No. of Lanes 2 I 3 I 1 2 I 3 I "0 2 I 2 I 1 2 I 2 I 1
Aonroach Volume 1194 2010 1060 1186
Per lane Volume 68 252 303 156 566 n/a 152 582 394 176 342 151
% Turns from excl. Lane! 11% 63% 25% 16% 73% <Jl{, 16% 63% 21% 3<Jl{, 58% 13%
EJW Effective u/c - - , , , , . 0.4 , , 0.22 -
North-South Critical N8 LT+S8TH 624 S8 LT + N8 TH 39B
East-West Critical EB LT+W8TH 484 WB LT + EB TH 748
Maximum Critical Sum 624 + 748 - 1,372
STATUS 1 NEAR
PM Peak Hour
Intersection Volume Development
Northbound Southbound Eastbound Westbound
LT Thru RT LT Thru RT LT Thtu RT LT Thru RT
Existing Volume (2/11/03 436 1538 459 144 1071 201 305 529 234 5BO 111 254
Peak Season Volume 436 1,53B 459 144 1.071 201 305 529 234 580 111 254
Background 532 1,877 514 161 1,307 245 372 593 286 650 124 285
Motorola Reduction 0 0 0 0 0 0 0 0 0 0 0 0
T utal Major Projects 0 0 0 0 0 0 0 0 0 0 0 0
9b Project Traffic 7% 12% <Jl{, 4% 12% <Jl{, <Jl{, R% 11% <Jl{, 12% 4%
Direction out out out in in in ;n in ;n out out out
Project T raffie 62 107 0 36 100 0 0 72 99 0 107 36
Tolal 594 1984 514 197 1415 245 372 665 385 650 231 321
Critical Volume Analysis
No. of lanes 2 I 3 I 1 2 3 I <0 2 I 2 I 1 2 2 I 1
A-;;'-;"-roaeh Volume 3 092 1 857 1 422 1 202
Per lane Volume 297 662 514 99 554 n/a 186 333 3B5 325 116 321
9b Turns from excl. lane 19% 64% 17% 11% 76% <Jl{, 26% 47% 27% 54% 19% il'i"
fJW Effective file , - - . , . , 0.2 , , 0.05 -
North-South Critical NB LT + SBTH 841 SB LT + N8TH 751
East-West Critical EB LT+WBTH 292 WB LT + EBTH 648
Maximum Critical Sum 841 + 648 1,489
STATUS 1 OVER
l/1q10412:55
INTERSECTION ANALYSIS SHEET
Renaissance Commons
GATEWAY & CONGRESS AVE
(Existing CountJPro~Ceometrics wI Project)
Growth Rate (1)
Peak Season =
Buildout Year =
Years =
2.89% (4.36+4.11 +2.18+0.90)
1.00
2010
7
Northbound
IT I Thru I RT
AM Peak Hour
Intersection Volume Develonment
Southbound -. Eastbound
LT I Thml RT III IThm
I Westbound
RTILTIThrulRT
Existing Volume {2/11/O 71 551 270 258 1148 187 248 997 270 314 535 110
Peak Season Volume 71 551 270 258 1,148 187 248 997 270 314 535 110
Background 87 673 303 289 1,401 228 303 1,117 330 352 600 123
% Project T raJfK: 7'%. 12% 0% 4% 12% 0% 0% 8% 11% 0% 12% 4%
Direction out out out ;. ;. ;. ;. ;n ;n out out out
Project Tldffic 48 83 0 23 69 0 0 46 64 0 83 28
Total 135 756 303 312 1,470 228 303 1,163 394 352 683 151
Critial Volume Ana s
No. of lanes 2 I 3 1 2 I 3 I <0 2 I 3 I 1 2 I 3 I 1
Ann roach Volume 1,194 2,010 1860 1,186
Per lane Volume 68 252 303 156 566 01. 152 388 I 394 176 228 151
% Turns from excl. lane 11% 63% 25% 16% 73% 0% 16% 63% I 21% 30% 58% 13%
E/W Effective c , , , , , , 0.3 I , 0.17 -
North-South Critical NB LT + S6 TH - 624 58 IT+NBTH 398
East-West Critical fB LT+WBTH 370 WB IT + EB TH 554
Maximum Critical Sum 624 + 554 - 1,178
STATUS 1
UNDER
PM Peak Hour
Intersection Volume Development
Northbound I Southbound
I LT I Thm I RT I LT I Thm I RT
Eastbound westbound
IT I Thru I RT I IT I Thm 1 RT
Existing Volume (2/11/0 436 1538 459 144 1071 201 305 529 234 580 111 254
Peak Season Volume 436 1,538 459 144 1,071 201 305 52" 234 580 111 254
Background 532 1,877 514 161 1,307 245 372 59J 286 650 124 285
% Project Traffic 7% 12% 0% 4% 12% 0% 0% 8% 11% 0% 12% 4%
Direction oul oul out in ;n ;n ;. ;. ;. out oul out
Project Traffic 62 107 0 36 108 0 0 72 99 0 107 36
Total 594 1,984 514 107 1,415 245 372 665 385 650 231 321
Critical Volume Analysis
No. of lanes 2 I 3 I 1 2 I 3 <0 2 I 3 " 2' 3 I 1
Anoroach Volume 3,092 1,857 1,422 1,202
Per lane Volume 297 662 I 514 99 554 01. 186 222 385 325 77 321
% Tums flOm exd. lane 19% 64% 17% 11% 76% 0% 26% 47'%. 27% 54% 19% I 27%
E/W EffPCtive pIc I , - 0.13 , 0.03 ,
North-South Critical NB IT + SB TH 841 SB IT+NBTH 751
East-WestCtitical fB LT+WBTH=- 253 WB LT+EBTH 537
Maximum Critical Sum 841 + 537 1,378
STATUS 1
NEAR
INTERSECTION ANALYSIS SHEET
Renaissance Commons
EAST DRIVEWAY & GATEWAY 81 VD.
(Existing Counts/Geometries wI Project)
Growth Rale (1)
Peak Season =
Buildout Year =
Years =
4.11%
1.00
2010
6
AM Peak Hour
Intersection Volume Development
Northbound Southbound Eastbound Westbound
I LT Thill RT LT Thill RT LT Thill RT LT Thill RT
ExislinK Volume (2/04J041 11 0 24 23 0 16 13 1540 2B 22 936 5
Peak Season Volume 11 0 24 23 0 16 13 1,540 2B 22 936 5
Background 14 0 31 29 0 20 17 1,961 36 28 1,192 6
Motorola Reduction (14) 0 (31) (36) (2B)
Total Major Projects (14) 0 (31) 0 0 0 0 0 (36) (28) 0 0
% Project Traffic 12% 1% 18% 0% 1% 0% 0% 6% 4% 18% 6% 0%
Direction oul out out in in in in out in in in out
Project Traffic 83 7 125 0 6 0 0 42 23 104 35 0
Total 83 7 125 29 6 20 17 2,003 23 104 1 227 6
Critical Volume Analysis
No. of lanes 1 I 1 I < 0 1 I 1 I < 0 1 I 2 I 1 1 I 2 I 1
Annroach Volume 21S 55 2043 1337
Per lane Volume B3 132 n/a 29 26 n/a 17 1002 23 104 614 6
% Turns from excl. lane 39".. 3% 0% 53% 11% 0% 10/. 9B% 1% B% 92% 0%
f/VV Effective ole , , , , , - - 0.64 , - 0.46 -
North-South Critical NB IT + SB TH 99 SB IT + NB TH - 151
East.West Critical EB IT+WBTH 621 WB IT+EBTH- 1096
Maximum Critical Sum 151 + 1096 1,247
STATUS? NEAR
PM Peak Hour
Intersection VolutnP. Development
Northbound Southbound Eastbound WC!>tbound
LT Thru RT LT Thru RT IT Thru RT IT Thill RT
ExistinR Volume (2/04/0< 43 0 19 S 0 22 24 1109 27 44 1674 15
Peak Season Volume 43 0 19 5 0 22 24 ',109 27 44 ',674 15
Baclqvound 55 0 24 6 0 2B 31 1,412 34 56 2,132 19
Motorola Reduction (55) 0 (24) (34) (56)
T olal Major Projects (55) 0 (24) 0 0 0 0 0 (34) (56) 0 0
% Project T raffie 12% 1% lB% 0% 1% 0% 0% 6% 4% 1B% 6% 0%
Diredion out out out in in in in out in in in out
Project T raffie 107 9 16() 0 9 0 0 53 36 161 54 0
Total 107 9 160 6 9 28 31 1465 36 161 2186 19
Critical Volume Analysis
No. of Lanes 1 I 1 I <0 1 I 1 I <0 1 2 1 1 I 2 I 1
~~eh Volume 276 43 1532 2366
Per lane Volume 107 169 nta 6 37 nfa 31 733 36 161 1093 19
0/0 Turns from excl. lanF" 3'1% 3% 0% 14% 21% 0% 2% 96% 2% 7% 92% 1%
E/W Effective c - . , , , , , 0,55 - - 0,64 -
North-South Critical NB LT+SBTH 134 SB LT + NB TH 165
East-West Critical EB LT + WB TH 1114 WB LT+EBTH 884
Maximum Critical Sum 165 + 1114 1,279
STATUS? NEAR
2/16104 11:59
INTERSECTION ANALYSIS SHEET
Renaissance Commons
CATAlINNMOTOROtA & CONGRESS AVE
(Existing Counts/Geometries wI Projed)
Growth Rate (1) -
Peak Season -
Buildout Year =
Years =
0.90%
1.00
2010
6
AM Peak Hour
Intel"S(.."Ction Volume Development
Northbound Southbound Eastbound Westbound
LT Thru RT LT Thru RT LT Thru RT LT Thru RT
ExiwnK Volume (02/04/C 24 901 1 0 1703 20 22 0 25 1 0 0
Peak Season Volume 24 901 1 0 1,703 20 22 0 25 1 0 0
Backwound 25 951 1 0 1,797 21 23 0 26 1 0 0
Motorola Reduction 0 0 (1) 0 0 0 0 0 0 (1) 0 0
T olal Major Projects 0 0 (1) 0 0 0 0 0 0 (1) 0 0
';lb Project T raffie 0% 6% 14% 17% 4% 0% 0% 4% 0% 32% 4% 6%
Di rection out out in in out in in in in out out out
Project T raffle 0 42 81 98 28 0 0 23 0 221 28 42
Tolal 25 993 81 98 1,825 21 23 23 26 221 28 42
Critical Volume Analysis
No. of Lanes 1 I 3 I 1 1 I 3 I < 0 1 1 I <0 0> I 1 1
Annroach Volume 1099 1944 72 291
Per Lane Volume 25 331 81 98 616 n/. 23 49 nla 198 291 42
% Turns from exd. la11P' 2% 90% 7% S% 94% 0% 32% 32% 0% 0% 10% 14%
E/W Effective we - - - - - - - 0.02 , , 0,28 ,
North-South Critical NB LT + SB TH 631 SB LT + NB TH 419
East,...West Critical E8 LT + WB TH 304 WB LT+EBTH 237
Maximum Critical Sum 631 + 304 935
STATUS? UNDER
PM Peak Hour
Intersection Volume Development
Northbound Southbound Eastbound Westbound
LT Thru RT LT Thru RT LT Thru RT LT Thru RT
Existing Volume (O2!04!{ 216 2252 1 0 1536 100 115 0 175 0 0 1
Peak Season Volume 216 2.252 1 0 1,536 100 11S 0 175 0 0 1
Background 228 2,376 1 0 1,621 106 121 0 185 0 0 1
Motorola ReducLion 0 0 (1) 0 0 0 0 0 0 0 0 (1)
Total Major Projects 0 0 (1) 0 0 0 0 0 0 0 0 (1)
% Project T raffle 0% 6% 14% 17% 4% 0% 0% 4% 0% 28% 4% 6%
Direction out oul ;n in out ;n in in in oul out out
Project Traffic 0 53 126 152 36 0 0 36 0 249 36 53
Tolal 228 2429 126 152 1657 106 121 36 185 249 36 53
Critical Volume Analysis
No. of lanes 1 I 3 I 1 1 I 3 I < 0 1 I 1 I <0 0> I 1 I 1
Annroaeh Volume 2783 1915 342 338
Per Lane Volume 22B I 810 126 152 588 I n/. 121 221 n/a 128 338 S3
% Turns from excl. Lane 8 87% 5% 8% 87% 0% 35% 11% 0% 0% 11% 16%
E/W Effective c , I , , - - I , . 0.13 , - 0.21 -
North-Soul.h Critical NB LT + S8 TH 806 SB LT+N8TH 952
East-West Critical EB LT+WBTH 449 WB LT+EBTH 339
Maximum Critical Sum 952 + 449 1,401
STATUS? OVER
2/16/04 12:07
INTERSECTION ANALYSIS SHEET
Renaissance Commons
CATAlINNMOTOROLA & CONGRESS AVE
(Existing CounWProposf'd G<..'Ometrics wI Project)
Growth Rate (1)
Peak Season =
Buildout Year =
Years =
0.90%
1.00
2010
6
AM Peak Hour
Intersection Volume Development
I Northbound I Southbound Eastbound I Westbound
IT I Thru I RT I IT I Thru I RT I IT I Thru I RT I IT I Thru I RT
Existing Volume (02/04/C 24 90' , 0 1703 20 22 0 25 , 0 0
Pl;'ak Season Volume 24 90' , 0 1,70] 20 22 0 25 1 0 0
Background 25 951 , 0 1,797 21 23 0 26 , 0 0
Motorola Rrouction 0 0 (1) 0 0 0 0 0 0 I') 0 0
Total Major Projects 0 0 1'1 0 0 0 0 0 0 1'1 0 0
% Project Traffic 0% 6% '4% 17% 4% 0% 0% 4" 0% 32% 4% 6%
Direction out out in in out in In in in out out out
Project. T faffie 0 42 8' 98 28 0 0 23 0 22' 28 42
Total 25 993 8' 98 '825 21 23 23 26 221 28 42
Critical Volume Ana ,
No. of lanes 1 I 3 I , 2 I 3 I <0 1 I , I <0 0> , I ,
h Volume 1099 '944 72 291
Per lane Volume 25 331 81 49 6'6 nI. 23 49 n/. 198 291 42
% Turns from exd Lan 2% 90% 7% 5% 94% 0% 32% 32% 0% 0% 10% 14%
fJW Effective "Ie , , 0.02 , , 0.28 ,
North-South Critical NB LT + SBTH 631 5B IT + NBTH 370
East-West Critical EB LT + WBTH- 304 WB LT + EBTH 237
Maximum Critical Sum 631 + 304 - 935
STATUS! UNDER
PM Peak Hour
ln~on Volume Dewlopn1Pnt
Northbound I Southbound I
I LT Thru RT I LT I Thru I RT I IT
Eastbound
Thru
I
RT
Westbound
LT 1 Thru I RT
Existin~ Volume (02/041 2'6 2252 , n 1536 '00 115 0 '75 0 0 ,
Peak Season Volume 216 2,252 , 0 1,53b 'Oll 115 0 '75 0 0 ,
Background 228 2,376 1 0 1,621 106 12' 0 '85 0 0 1
Motorola Reduction 0 0 1'1 0 0 0 0 0 0 0 0 (1)
Total Major Proje::ts 0 0 (1) 0 0 0 0 0 0 0 0 I')
% Protect Traffic 0% 6% 14% 17% 4% 0% 0% 4% 0% 28% 4% 6%
Direction out out In In out In In in '" out out oul
PmjeL1 T raffie 0 53 126 152 36 0 0 36 0 249 36 53
Total 228 2429 '26 152 1657 106 121 36 185 249 36 53
Critical Volume An~is
No. of lanes 1 I 3 I 1 2 3 <0 1 I , I <0 u> I 1 I 1
Aooroach Volume 2783 1915 342 338
Per lane Volume 228 8'0 '26 76 588 nI. 12' 221 nI. '28 338 53
?b Turns from exd. Lan 8% 87% 5% 8% 87% 0% 35% 11% 0% 0% 11% 16%
f/W Effective DIe - , , - 0.14 , 0.23
North-South Critical NB IT + 58TH 806 5B IT+ NBTH 876
East-West Critical EB IT+WBTH 449 WB LT+EBTH 339
Maximum Critical Sum 876 + 449 1,325
STATUS 1 NEAR
2II{j/()4 12:07