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HomeMy WebLinkAbout2004 Traffic Impact Study^ J Sebastian Preserve Subdivision Sebastian, Florida 1 011 Traffic Impact Study i p4 V Prepared for Lincoln Land Development, LLC By Lassiter Transportation Group, Inc. September 2004 Lassitransportation Group, Inc. Engineering and Planning l r PROFESSIONAL ENGINEERING CERTIFICATION I hereby certify that I am a Professional Engineer properly registered in the State of Florida practicing with Lassiter Transportation Group, Inc., a corporation authorized to operate as an engineering business, EB 0009227, by the State of Florida Department of Professional Regulation, Board of Professional Engineers, and that I have prepared or approved the evaluations, findings, opinions, conclusions, or technical advice attached hereto for: PROJECT: Sebastian Preserve Subdivision LOCATION: City of Sebastian, Florida CLIENT: Lincoln Land Development, LLC JOB: 3218.01 I hereby acknowledge that the procedures and references used to develop the results contained in these computations are standard to the professional practice of Transportation Engineering as applied through professional judgment and experience. NAME: R. Sans Lassiter, PE P.E. No.: Florida P.E. No. 34868 DATE: September 30, 2004 SIGNATURE: M Appendix A— Indian River County Links Detail Report Appendix B — Project Distribution (Original & Modified) Lassiter Transportation Group, Inc. Sebastian Preserve Subdivision Sebastian, FL Page Ii Table of Contents Listof Figures...................................................................................................................................Iii Listof Tables....................................................................................................................................iv Introduction......................................................................................................................................1 StudyArea.................................................................................................................................1 StudyProcedures......................................................................................................................1 Planned Roadway Improvements..............................................................................................1 _ ExistingRoadway Analysis...............................................................................................................3 ., Road Segment Analysis............................................................................................3 FutureTraffic Conditions.................................................................................................................. 5 .� BackgroundTraffic Growth........................................................................................................5 TripGeneration..........................................................................................................................5 TripDistribution..........................................................................................................................5 TripAssignment......................................................................................................................... 5 FutureRoadway Analysis.................................................................................................................6 RoadSegment Analysis............................................................................................................7 Conclusion.......................................................................................................................................8 M Appendix A— Indian River County Links Detail Report Appendix B — Project Distribution (Original & Modified) Lassiter Transportation Group, Inc. Sebastian Preserve Subdivision Sebastian, FL Page Ii List of Figures r Figure1: Location Map....................................................................................................................2 r r r r w r 1N r r r Lassiter Transportation Group, Inc. Sebastian Preserve Subdivision Sebastian, FL Page iii r m no W W List of Tables Table 1: Existing Daily Level of Service - Roadway Links ................... Table 2: Total Trip Generation - Sebastian Preserve Subdivision ..... Table 3: 2008 Build -Out Daily Level of Service — Roadway Links ..... Lassiter Transportation Group, Inc. Sebastian Preserve Subdivision .............. 4 .......................... 5 .........................7 Sebastian, FL Page iv 1 INTRODUCTION Lassiter Transportation Group, Inc. (LTG) was retained on the behalf of Lincoln Land Development, LLC (the Developer) to prepare a traffic impact study for the proposed Sebastian Preserve Subdivision. The project, which consists of 243 single-family dwelling units, will be located north of Engler Drive, east of Easy Street, and south r and east of the terminus of the existing Fleming Street in the City of Sebastian, Florida and is expected to be fully constructed and occupied by the year 2008. Access to the development will be provided via a driveway to the south that connects Englar Drive and a proposed Fleming Street extension. The general location of the site is illustrated in Figure 1. _ Study Area As directed by City of Sebastian staff, the Indian River County Land Development Regulations was used to determine a study area for this project. This study area, which consists of all thoroughfare network links impacted by five percent of project traffic, is as follows: Roadways: US 1 from CR 512 to Old Dixie Highway 66th Street/Schumann Drive from 41" Street to US 1 .� CR 512 from 1-95 to U.S 1 CR 510 from 66th Avenue to US 1 _ Study Procedures Engineering and planning procedures in compliance with the City of Sebastian procedures were used to determine the traffic impacts of the Project. Reference data was obtained from the Indian River County Public Works Department, and the Institute of Transportation Engineers (ITE). Planned Roadway Improvements There are no roadway improvement projects listed in FDOT's Five Year Work Program for the Sebastian Preserve r study area. r Lassiter Transportation Group, Inc. Sebastian Preserve Subdivision Sebastian, FL Page 1 a, ON do as as as I Sebastian Site Location Map Lassitransportation Group, Inc. Preserve Engineering and Planning Subdivision project No. 3218.01I Figure 1 536 N. Halifax Ave., Suite 101 - Daytona Beach, Florida 32118 Telephone: 386.257.2571 ' Fax: 386.257.6996 ' EB# 0009227 M M -2 EXISTING ROADWAY ANALYSIS A summary of the peak season peak -hour volumes and corresponding levels of service for the roadway links in the study area are summarized in Table 1. This summary demonstrates that all study roadway links operate within .. their allowable capacity. Road Segment Analysis Roadway level of service describes the operating condition determined from the number of vehicles passing over .. a given section of roadway during a specked time period. It is a qualitative measure of several factors which include: speed, travel time, traffic interruptions, freedom to maneuver, driver comfort, convenience, safety and vehicle operating costs. Six levels of service have been established as standards by which to gauge roadway performance, designated by the letters A through F. The level of service categories are defined as follows: Level of Service A: Free flow, individual users virtually unaffected by the presence of others Level of Service 8: Stable flow with a high degree of freedom to select operating conditions .. Level of Service C: Flow remains stable, but with significant interactions with others Level of Service D: High-density stable flow in which the freedom to maneuver is severely restricted Level of Service E: This condition represents the capacity level of the road Level of Service P. Forced flow in which the traffic exceeds the amount that can be served M ift R Lassiter Transportation Group, Inc. Sebastian Preserve Subdivision Sebastian, FL Page 3 Table 1 Existing Daily Level of Service- Roadway Links Sebastian Preserve Subdivision 2004 Counts, Max Capacity Direction (a) (b) 820 Road Segment EB 820 From To CR 512 521 EB 1,750 1-95 CR 510 2,300 CR 510 W. Sebastian City Limit 2,300 W. Sebastian City Limit Roseland Road 2,650 Roseland Road US 1 US 1 384 NB 600 CR 512 N. Sebastian City Limit 600 N. Sebastian City Limit Roseland Road 600 69th Street Old Dixie Highway 66th Avenue 529 NB 680 41 st Street 45th Street 820 45th Street 65th Street 820 65th Street 69th Street 69th Street CR 510 _ CR 510 S. Sebastian City Limit S. Sebastian City Limit US 1 CR 510 66th Avenue 58th Avenue 58th Avenue US 1 (a) Source: Indian River County Links Detail Report (See Appendix A) _ (b) Source: Indian River Links Detail Report (see Appendix A) 2004 Counts, Max Capacity Direction (a) (b) 820 551 EB 820 604 EB 820 521 EB 1,750 743 WB 2,300 1,140 NB 2,300 1,111 NB 2,650 1,236 NB 760 384 NB 600 321 NB 600 373 NB 600 404 NB 680 529 NB 680 191 SB i 820 358 WB 820 625 WB Lassiter Transportation Group, Inc. Sebastian Preserve Subdivision Sebastian, FL Page 4 M -3 FUTURE TRAFFIC CONDITIONS Background Traffic Growth Traffic on the roadway network will continue to grow due to local development approvals. An annual average growth rate of three percent was derived from traffic volume information provided by Indian River County. Trip Generation .. The trip generation for this development was determined using the trip generation rates published by the Institute of Transportation Engineers (ITE) in the document Trio Generation, 7'" Edition. The total daily and p.m. peak -hour trip generation for the development is shown in Table 2. Table 2 Total Trip Generation Sebastian Preserve Subdivision Land Units Time Land Use Trip Rate (DU or Total Percent Percent Trips Trips Period Use Code Equation KSF) Trips Entering Exiting Entering Exiting Single - Daily Family Ln(T) = 0.92 Ln(X) Residential 210 +2.71 243 2,354 50% 50% 1,177 1,177 ., P.M. Single- Peak- Family Ln(T) = 0.90 Ln(X) Hour Residential 210 +.53 243 240 63% 37% 151 89 L'ourca. ITE, np Generation Edition Trip Distribution The process of determining the directional flow of traffic associated with a new development is called trip distribution. The distribution for this project was originally obtained from a July 2003 TIS for Beachwalk Preserve Subdivision, prepared by Kimley-Horn & Associates, Inc. using the Indian River County Urban Area Transportation Model. Modifications were made to the distribution based on input from Indian River County. Both the original and ., modified distribution for the proposed development are attached as Appendix B. Trip Assignment The next step in the analysis is to assign the project traffic to the.road network. Table 3 shows the results of the daily trip assignment for the proposed Sebastian Preserve Subdivision. Lassiter Transportation Group, Inc. Sebastian Preserve Subdivision Sebastian, FL Page 5 FA I FUTURE ROADWAY ANALYSIS The critical road segments were analyzed based on the existing roadway geometry to determine potential impacts and to investigate mitigation possibilities, if necessary. .. The three percent annual average growth rate was applied to 2004 peak -hour season volumes to obtain 2008 peak -season background volumes. The total 2008 projected traffic volumes, which consists of background traffic and Sebastian Preserve project trips were assigned to the road network. Road Segment Analysis The traffic analysis for the road segments involves the comparison of the future daily traffic volumes to available .. capacity. Table 3 presents the results of the daily road segment capacity analysis for the 2008 build -out condition. As indicated in the table, all roadway segments within the project study are expected to operate within the allowable capacity. Therefore, no improvements or modifications to this segment of roadway are required. M M M OR M Lassiter Transportation Group, Inc. Sebastian Preserve Subdivision Sebastian, FL Page 6 I I I I I 1 I 1 1 1 1 1 1 1 1 --1 --1 _I Table 3 2008 Build -Out Daily Level of Service — Roadway Links Sebastian Preserve Subdivision 2004 Counts, Road Segment Capacity Max Direction 760 Distribution Growth 853 Sebastian FromI To Background Preserve (c) CR 512 (e) = Vd (f) 6.0% 1.12 I-95 I CR 510 820 551 EB CR 510 W. Sebastian City Limit 820 604 EB Sebastian City I 832 21 14.0% Limit Roseland Road 820 521 EB Roseland Road us 1 1,750 743 WB us 1 1 CR 512 N. Sebastian City Limit 2,300 1,140 NB N. Sebastian City 158th Avenue I us 1 820 Limit Roseland Road 2,300 I 1,111 NB 69th Street Old Dixie Hinhway 2,650 1,236 NB 66th Avenue 2008 Project 2008 145th Street 760 Distribution Growth 853 Sebastian Percentau_e Rate Background Preserve (c) (d) (e) = Vd (f) 6.0% 1.12 617 9 16.0% 1.12 676 24 13.0% 1.12 5841 20 24.0% 1.12 832 21 14.0% 1.12 I 1277 12 6.0% 1.12 I 1244 5 15.0% 1.12 1384 23 (a)/(b) Source: Indian River County Links Detail Report (c) Source: Project Distribution (See Appendix A) (t) Distribution percentage multiplied by relevant p.m. peak -hour directional volume (See Trip Generation) Within Total Canacity? (a) = e+f 626 41st Street 145th Street 760 384 NB 7.0% 853 45th Street 65th Street 600 321 NS 8.0% 1.407 65th Street 69th Street 600 373 NB 8.0% 66 69th Street CR 510 600 404 NB 17.0% CR 510 S. Sebastian City Limit 680 I 529 NB 44.0% I 700 S. Sebastian City 729 Yes Limit us 1 680 I 191 SB 49.0% CR 510 66th Avenue 58th Avenue 820 358 WB 24.0% 158th Avenue I us 1 820 625 1 WB 19.0% (a)/(b) Source: Indian River County Links Detail Report (c) Source: Project Distribution (See Appendix A) (t) Distribution percentage multiplied by relevant p.m. peak -hour directional volume (See Trip Generation) Within Total Canacity? (a) = e+f 626 Yes 700 Yes 604 I Yes 853 Yes 1,289 Yes 1,249 Yes 1.407 Yes 1.12 I 430 11 441 Yes 1.12 360 I 12 372 Yes 1.12 418 12 430 Yes 1.12 452 26 478 Yes 1.12 592 66 658 Yes 1.12 I 214 44 258 I Yes 1.12 401 36 437 Yes 1.12 700 29 729 Yes Lassiter Transportation Group, Inc. Sebastian Preserve Subdivision Sebastian, FL Page 7 5 CONCLUSION This study was conducted to evaluate the impact the proposed Sebastian Preserve Subdivision would have on area roadways in the City of Sebastian, Florida. The results of the study are summarized below: • The proposed Sebastian Preserve Subdivision will generate 2,354 daily trips with 240 trips occurring in the p.m. peak -hour. • All roadway segments within the project study area are currently operating within the allowable capacity and ., are expected to operate within the allowable capacity under 2008 build -out conditions. • This project has no negative impact on area roadways and, accordingly, is recommended for approval. M M Lassiter Transportation Group, Inc. Sebastian Preserve Subdivision Sebastian, FL Page 8 APPENDICES APPENDIX A ndian River County Concurrency Spreadsheet I ..awe. •I.v.-1. II. I - VV .I .I II LI I . inks Detail Report i4DPR9055 - LinkS Detail Report LINK X LINK DESCRIPTION ...OION S.R. AlA//S. COUNTY LINE//S. VB CITY L IOlOS S.R. AlA//S. COUNTY LINE//S. VB CITY L 102ON S.R. AIA//S. VB CITY L//17TH STREET rn 10205 103ON M030S 1040N 10405 1050N .1O50S 00106ON 10605 ^1070N 1070S 10SON S.R. AlA//S. VB CITY L//17TH STREET S.R. AIA//17TH STREET//$.R. 60 S.A. AIA//17TH STREET//S.R. 60 S.R. AIA/(S.R. 60//N. VB CITY L S.R. AlA//S.R. 60//N. VB CITY L S.R. AIA//N_ VS CITY 1//FRED TUERK RD S.R. AlA//N. VB CITY L//FRED TUERK RD S.R. AlA//FRED TUERK RD//OLD WINTER BCH RD S.R. AlA//FRED TUERK RD//OLD WINTER BCH RD S.R. AlA//OLD WINTER BCH RD//N. IRS L S.R. AIA//OLD WINTER BCH RD//N. IRS L S.R. AIA//N. IRS L//C.R. 510 M 10805 109ON M1090S 11ION ^11108 1120N 11205 '1130N 1130S =1140N 1140S 114'5 'l 150N 1150S MR1160N 11605 117 ON om 1170S 12ION �1210S S.R. AlA//N. IRS L//C.R, 510 S.R. AlA//C.R. 510//N, COUNTY LINE S.R. AlA//C.R. 510//N. COUNTY LINE INDIAN RIVER 5D.//4TH ST 0 US 1//12TH INDIAN RIVER BD.//4TH ST 0 US 1//12TH INDIAN RIVER BD.//12TH STREET//S. VS CITY INDIAN RIVER BD.//12TH STREET//S. VB CITY INDIAN RIVER BD.//S. VS CITY L//17TH INDIAN RIVER BD.//S. VB CITY L//17TH INDIAN RIVER BD.//17TH STREET//215T STREET INDIAN RIVER BD.//17TH STREET//21ST STREET INDIAN RIVER BD.//21ST STREET//S.R. 60 INDIAN RIVER BD.//21ST STREET//S.R. 60 INDIAN RIVER BD.//S.R. 60//W. VB CITY L INDIAN RIVER Sb.//S.R. 60//W. VB CITY L INDIAN RIVER BD.//W. VB CITY L//US 1 053RD INDIAN RIVER BD.//W. VB CITY L//US 1 053RD 1-9$//N. COUNTY LINE//C.R. 512 I -95//N. COUNTY LINE//C.R. 512 Indian River. County �D-PIDB for WindOWS 95/NT w CAPACITY CRNT PDS PRI VST TOT DEH VSTTOT 11680 286 0 286 105 1,680 397 0 397 43 11640 855 0 655 44 1,640 916 0 916 31 1,060 664 0 664 39 1,060 881 0 881 37 1,280 978 0 978 37 1,280 1,092 0 1,092 38 1,240 978 0 978 19 1,240 1,092 U 1,092 11 1,310 374 0 374 12 1,310 581 0 581 1 11310 461 0 461 11 1,310 384 0 384 55 1,310 461 0 461 48 1,310 384 0 384 149 1,340 268 0 268 19 1,340 349 0 349 79 1,890 475 0 475 59 1,890 1,233 0 1,233 87 1,890 680 0 680 73 11890 1,555 0 1,555 132 1,890 680 0 680 142 1,890 1,555 0 1,555 131 1,890 764 0 764 1D4 11890 1,335 0 1,335 87 0 0 0 0 11890 1,245 0 1,245 139 11890 1,569 0 1,569 107 11890 786 0 786 175 1,890 1,037 0 1,037 143 1,890 758 0 7$8 140 1,890 472 0 472 278 2,700 1,530 0 1,530 9 2,700 1,530 0 1,530 AVAIL 1,292 1,247 744 699 363. 148 273 153 245 137 926 728 B40 875 810 815 1,053 926 1,365 575 1, 145 211 1,077 212 1,031 480 0 534 238 981 757 1,004 1,200 1,162 1 1,170 Printed on: 5/18/200 10:44:24AM Page 1 of 11 .� e.i coca.. �.u�rii inu.� +�vva niv na.�n vuuivi, „c.ru.=..qui ^:PR9055 - Links Detail Report LINK k LINK DESCRIPTION CAPACITY CRNT PDS PRI VST TOT DEM VSTTOT AVAIL 1220N I-95//C.R. 5121/$.R. 60 21700 1,530 0 1,530 17 1,157 12205 I-95//C.R. 512//S.R. 60 2,700 1,530 0 1,530 14 1,157 RE1230N I-95//B.R. 60//OSLO RD 2,640 1,600 0 1,600 12 1,028 12305 I-9$//S.R. 60//OSLO RD 2,640 1,600 0 1,600 3 1,037 I-95//OSLO RD//S. COUNTY LINE 2,640 1,600 0 1,600 2 1,038 ^1240N 1240S I-95//OSLO RD//S. COUNTY LINE 2,640 1,600 0 1,600 2 1,039 1305N U.S. 1//S. COUNTY LINE//OSLO RD 2,300 1,038 0 1,038 58 1,213 ^13055 U.S. 1//S. COUNTY LINE//OSLO RD 2,300 1,385 0 1,385 53 874 1310N U.S. 1//OSLO RD//4TH ST @ IR BLVD 2,270 1,282 0 1,282 56 953 m131OS U.S. I//OSLO RD//4TH ST @ IR BLVD 2,270 2,033 0 2,033 76 182 1315N U.S. 1//4TH ST @ IR BLVD//6TH STREET 2,270 919 0 919 38 1,332 13155 U.S. 1//4TH ST @ IR BLVD//8TH STREET 2,270 11358 0 3.,358 54 880 1320N U.S. 1//8TH STREET//12TH STREET 7,270 1,287 0 1,287 46 951 13205 U.S. I//6TH $TREET//12TH STREET 2,270 1,178 0 1,178 57 1,054 ^1325N U.S. 1//12TH STREET//S. VS CITY L 2,370 1,336 0 1,336 55 987 1325S U.S. 1//12TH STREET//S. VB CITY L 2,370 1,285 0 1,285 101 999 1330N V.S. 1//S. VB CITY L//17TH STREET 2,270 1,336 0 1,336 68 875 1330S U.S. 1//S. VB CITY L//17TH STREET 2,270 117.85 0 1,285 104 894 1335N U.S. 1//17TH STREET//S.R. 60 2,270 1,166 0 1,166 94 1,030 "1335$ U.S. 1//17TH STR&ET//S.R. 60 2,270 1,165 0 1,165 133 1,004 1340N U.S. I//S.R. 60//ROYAL PALM PL 2,300 1,175 0 1,175 03 1,055 ,01340S U.S. 11/S.R. 60//ROYAL PALM PL 2,300 676 0 676 167 1,496 1345N U.S. 1//ROYAL PALM PL//ATLANTIC BLVD 2,300 903 0 903 83 1,349 13455 U.S. 1//ROYAL PALM PL//ATLANTIC BLVD 2,300 776 0 776 162 1,423 A 135ON U.S. 1//ATLANTIC BLVD//N. VB CITY L 2,300 1,206 0 1,206 115 1,019 1350S U.S. 1//ATLANTIC BLVD//N. V8 CITY L 2,300 1,390 0 1,390 241 754 w 135514 U.S. 1//N. VB CITY L//OLD DIXIE HWY 2,300 1,313 0 1,313 193 853 13555 U.S. 1//N. VB CITY L//OLD DIXIE HWY 2,300 11181 0 1,181 189 1,004 136ON U.S. 1//OLD DIXIE HWY//41ST STREET 2,300 11126 0 11126 123 1,097 13605 U.S. I//OLD DIXIE HWY//41ST STREET 2,300 800 0 800 59 1,459 1365N U.S. 1//41ST STREET//45TH STREET 2,650 11085 D 1,085 86 1,504 13655 U.S. 1//41ST STREET//45TH STREET 2,650 762 0 762 53 1,858 1370N U.S. 1//45TH STREET//49TH STREET 2,650 1,042 0 1,042 56 1,575 m 13705 U.S. I//45TH STREET//49TH STREET 2,650 694 0 694 38 1,933 1375N U.S. 1//49TH STREET//65TH STREET 2,650 1,298 0 1,298 65 1,306 1375S U.S. 1//49TH STREET//65TH STREET 2,650 835 0 835 47 1,182 13SON U.S. 1//65TH STREET//69TH STREET 2,650 1,267 0 1,267 36 1,357 Indian River County Printed on: 5/18/200 10:44:24AM MCD -Plus for Windows 95/14T Page 2 of 21 b-ell-LPJG4 I:. Mp 14 rKUWI 11VUINly KIVGK UUUIVIT /1L110W3Wl �PR9055 - Links Detail Report LINK k LINK DESCRIPTION .380S U.S. 1//65TH STREET//69TH STREET 1305N U.S_ 1//69TH STREET//OLD DIXIE HWY �. 385S U.S. 1//69TH STREET//OLD DIXIE HWY 1390N U.S. 1//OLD DIXIE HWY//SCHUMANN DR ,m1390S U.S. 1//OLD DIXIE HWY//SCHUMANN DR 1355N U.S. 11/SCHUMANN DR//C.R. 512 1395S U.S. 1//SCHUMANN DR//C.R. 512 L40ON V.S. 1//C.R. 512//N. SEB CITY L 1400S U.S. II/C.R. 512//N. SEB CITY L =11405N U.S. 1//N. SEH CITY L//ROSELAND RD 14055 U.S, 1//N. SEB CITY L//ROSELAND RD 141ON U.S. 1//ROSELAND RD//N. COUNTY LINE 1410S U.5. 1//ROSELANO RD//N, COUNTY LINE 151ON SCHUMANN DR//C.R. 510 a 66TH AVE//S. SEE 401510S SCHUMANN DR//C.R. 510 @ 66TH AVE//S. SEB 1520N SCHUMANN DR//S. SEB CITY L//U.S. 1 7.5205 SCHUMANN DR//S. SEB CITY L//U.S. 1 1610E ROSELAND RD//C.R. 512//N. SEB CITY L 161OW ROSELAND RD//C.R. 512//N. SEB CITY L 1620E ROSELAND ROM. SEB CITY L//U.S. 1 1620W ROSELAND RD//N. SEB CITY L//U.S. 1 041710E C.R. 512//S.R. 60//I-95 1730W C.R. 512//S.R. 60//0-95 1720E C.R. 512//I-95//C.R..510 an 1720W C.R. 512//I-95//C.R. 510 1730E C.R. '512//C.R. 510//W. SEB CITY L no1130W C.R. 512//C.R. 510//W. SEB CITY L 1740E C.R, 512//9. SER CITY L//ROSELAND RD M1740W C.R. 512//W. SEB CITY L//ROSELANO RD 1750E C.A. 512//ROSELAND RD//U-S. 1 175OW C.A. 512//ROSELAND RD//U.S. 1 1810E C.R. 510//C.R. 512/166TH AVE 181OW C.R..510//C.R. 512//66TH AVE M 1820E C.R. 510//66TH AVE//58TH AVE 1820W C.R. 510//66TH AVE//58TH AVE 1830E C.R. 510//58TH AVE//U.S. 1 1830W C.R. 510//58TH AVE//U.S. 1 Indian River County 00:D -Plus for Windows 95/NT m r. u CAPACITY CRNT PDS PRI VST TOT DEM VSTTOT AVAIL 2,650 819 0 819 37 1,800 2,650 1,236 0 1,236 49 1,377 2,650 780 0 780 66 1,818 2,370 1,252 0 1,252 48 1,079 2,370 793 0 793 40 1,551 2,370 1,204 0 1,204 40 1,145 2,370 912 0 912 42 1,439 2,300 1,140 0 1,140 42 1,144 2,300 978 0 978 51 1,305 2,300 1,111 0 1,111 44 1,172 2,300 1,002 0 1,002 55 1,285 2,320 11119 0 1,119 20 1,195 2,320 913 0 913 37 1,400 680 529 0 529 9 .143 660 264 0 264 7 410 680 131 0 131 4 545 680 191 0 191 5 4B4 680 202 0 202 21 470 680 249 0 249 15 426 680 294 0' 294 36 367 680 360 0 360 26 308 600 173 0 173 111 359 600 281 0 281 36 297 820 551 0 551 209 191 820 467 0 467 7.1 322 820 604 0 604 25 196 820 489 0 489 23 315 820 521 0 521 13 290 820 304 0 304 12 509 1,750 530 0 530 22 1,204 1,750 743 0 743 24 990 820 193 0 193 224 539 820 358 0 358 25 440 820 263 0 263 29 541 820 569 0 569 24 239 820 387 0 387 51 398 820 625 0 625 41 170 Printed on: 5/18/200 10:44:24AM Page 3 of 11 re.,i-<r�n,. i =.mor rvi rnurvi •rvu a.av Haven uuuiv� � „e„o.�.�ai nPR9055 - Links Detail Report LINK 9 LINK DESCRIPTION CAPACITY CANT PDS PRT VST TOT DEM VSTTOT AVAIL L840E C.R. 510//D.s. 1//s.R. alA 820 326 0 326 97 454 184OW C.R. 510//O.S. l//S.R. AIA 820 564 0 564 95 183 M905E S.R. 60//W. COUNTY LINE//C.R. 512 2,280 185 0 185 89' 2,094- ,0941905W 1905W S.R. 60//W. COUNTY LINE//C.R. 512 2,280 177 0 177 89 2,102 = 907E S.R. 60//C.R. 512//100TH AVE 2,290 201 0 201 0 2,079 1907W S.R. 60//C.R. 512//100TH AVE 2,280 208 0 208 0 2,072 1910E S.R. 60//100TH AVE//I-95 1,890 275 0 275 52 11580 n 91OW S.R. 60//100TH AVE//I-95 11890 269 0 269 61 1,583 1915E S.R. 60//I-95//82ND AVE 1,890 930 0 930 410 625 „W1915W S.R. 60//1-95//82ND AVE 1,890 993 0 983 353 595 1920E S.R. 60//82ND AVE//66TH AVE 2,270 1,039 0 1,039 401 916 J 192OW 5.R. 60//82ND AVE//66TH AVE 2,270 1,102 0 1,102 282 906 ^1925E S.R, 60//66TH AVE//58TH AVE 2,840 1,316 0 11316 247 1,353 1925W S.R. 60//66TH AVE//58TH AVE 2,840 1,529 0 1,529 256 1,105 m1930E S.A. 60//58TH AVE//43RD AVE 2,840 1,255 0 1,255 164 1,477 1930W S.R. 60//58TH AVE//43RD AVE 2,840 1,375 0 1,375 210 1,306 1935E B.R. 60//43RD AVE//27TH AVE 2,840 1,228 0 1,228 193 1,531 m 1935W S.R. 60//43RD AVE//27TH AVE 2,840 1,331 0 1,331 217 1,394 1940E S.R. 60//27TH AVE//20TH AVE 2,510 1,056 0 1,056 156 1,391 M194OW S.R. 60//27TH 4VE//20TH AVE 2,510 1,058 0 1,058 187 1,340 1945E S.R. 60//20TH AVE//OLD DIXIE HWY 2,328 1,124 0 1,124 93 1,149 S.R. 6D//20TH AVE//OLD DIXIE HWY 2,328 1,304 0 1,304 136 933 ^1945W 1950E S.R. 60//OLD DIXIE HWY//10TH AVE 2,328 1112B 0 11128 74 1,145 195OW S.R. 60//OLD DIXIE HWY//10TH AVE 2,328 899 0 899 135 1,314 1955E S.A. 60//10TH AVE//U.S. 1 2,328 1,007 0 1,007 84 1,255 1955W S.R. 60//10TH AVE//U.S. 1 2,328 625 0 625 134 1,586 ..1960E S.R. 60//U.S. 1//INDIAN RIVER BLVD 2,328 366 0 366 94 1,873 1960W S.A. 60//U.S. 1//INDIAN RIVER BLVD 2,328 379 0 379 97 1,855 1965E S.R. 60//INDIAN RIVER BLVD//ICWW 1,640 1,211 0 1,211 35 404 so 1965W S.R. 60//INDIAN RIVER BLVD//ICWW 1,640 1,216 0 1,216 49 383 1970E S.R. 60//ICWW//S.R. AIA 1,640 830 0 830 41 775 1970W S.R. 60//ICWW//S.R. AIA 11640 844 0 844 56 749 2020E 16TH STREET//58TH AVE//43RD AVE 880 186 0 186 47 673 A 2020W 16TH STREET//58TH AVE//43RD AVE 880 133 0 133 28 727 2030E 16TH STREET//43RD AVE//27TH AVE 880 403 0 403 24 454 203OW 16TH STREET//43RD AVE//27TH AVE 880 317 0 317 24 539 no 2040E 16TH STREET//27TH AVE//20TH AVE BBO 414 0 414 12 459 Indian River'County Printed on: 5/18/200 10:44:24AM ,QD-Plus fox Windows 95/NT Page 4 of 11 m Y. b �IDPR9055 - Links Detail Report .LINK # LINK DESCRIPTION CAPACITY CRNT PDS PRI VST TOT DEM VSTTOT AVAIL ^2040W 16TH STREET//27TH AVE//20TH AVE 880 367 0 367 3 510 2050E 16TH STREET//20TH AVE//OLD DIXIE HWY 970 633 0 633 21 328 ,g2050W 16TH STREET//20TH AVE//OLD DIX1E HWY 970 467 0 467 23 490 2060E 16TH/17TH ST//OLD DIXIE HWY//U.S. 1 970 71.2 0 712 39 247 2060W 16TH/17TH ST//OLD DIXIE HWY//U.S. 1 970 555 0 555 155 387 2110E 17TH ST//U.S. 1//INDIAN RIVER BLVD 1,990 516 0 516 29 1,459 211OW 17TH ST//U.S. 1//INDIAN RIVER BLVD 11990 650 0 650 50 1,306 4M2120E 17TH ST//INDIAN RIVER BLVD//S.R. AIA 11890 952 0 952 40 909 212OW 17TH ST//INDIAN RIVER BLVD//S.R. AIA 1,890 1,244 0 1,244 29 630 2210E 12TH STREET//82ND AVENUE//58TH AVE 600 11 0 11 5 587 221OW 12TH STREET//82ND AVENUE//58TH AVE 600 13 0 13 6 $84 2220E 12TH STREET//58TH AVE//43RD AVE 880 107 0 107 17 764 72220W 12TH STREET//58TH AVE//43RD AVE 880 154 0 154 10 723 2230E 12TH STREET//43RD AVE//27TH AVE 880 218 0 218 26 657 M2230W 12TH STREET//43RD AVE//27TH AVE 880 329 0 329 17 547 2240E 12TH STREET//27TH AVE//20TH AVE 680 258 0 258 7 618 2.240W 12TH STREET//27TH AV$//20TH AVE 880 392 0 392 4 485 2250E 12TH STREET//20TH AVE//OLD DIXIE HWY 880 286 0 286 222 472 2250W. 12TH STREET//20TH AVE//OLD DIXIE HWY 880 441 0 441 81 392 ^2260E 12TH STREET//OLD DIXIE HWY//U.S. 1 11890 446 0 446 93 1,374 226OW 12TH STREET//OLD DIXIE HWY//U.S. 1 1,890 467 0 467 49 1,387 2305N OLD DIXIE HWY//S. COUNTY LINE//OSLO RD 880 178 0 178 2.14 590 am 23055 OLD DIXIE HWY//S. COUNTY LINE//OSLO RD 880 212 0 212 97 587 231ON OLD DIXIE HWY//OSLO RD//4TH ST 880 402 0 402 103 406 'R2310S OLD DIXIE HWY//OSLO RD//4TH ST 880 516 0 516 100 293 2315N OLD DIXIE HWY//4TH ST//8TH ST 880 379 0 379 60 458 �2315S OLD DIXIE HWY//4TH ST//8TH ST 880 527 0 527 56 313 2320N OLD DIXIE HWY//8TH ST//12TH ST 880 454 0 454 58 380 2320S OLD DIXIE HWY//8TH ST//12TH ST B80 578 ' 0 578 53 263 '112325N OLD DIXIE HWY//12TH ST//S. VS CITY L 800 429 0 429 46 442 2325S OLD DIXIE HWY//12TH ST//S. VB CITY L BBO 545 0 545 61 313 mR233ON OLD DIXIE HWY//S. VB CITY L//16TH ST 880 429 0 429 44 444 2330S OLD DIXIE HWY//S. VB CITY L//16TH ST 880 545 0 545 57 312 2335N OLD DIXIE HWY//16TH STI/S.R. 60 880 131 0 131 23 742 2335S OLD DIXIE HWY//16TH BV/S.R. 60 88D 187 0 187 34 670 2345N OLD DIXIE HWY//41ST ST//45TH ST 880 226 0 226 21 643 M2345S OLD DIXIE HWY//41ST ST//45TH ST 880 177 0 177 5 701 Indian River County Printed on: 5/18/200 10:44:24AM CD -Plus for Windows 95/NT Page 5 of 11 m J-UI-LgYJ4 I:O/IPI rMU11 11VUl NIV RIVmm UUUIVII I I L I I U'OJI "'DpR9055'- Links Detail Report LINK # LINK DESCRIPTION 23SON OLD DIXIE HWY//45TH ST//49TH ST 23505 OLD DIXIE HWY//45TH ST//49TH ST In2355N OLD DIXIE HWY//49TH ST//65TH ST 2355S OLD DIXIE HWY//49TH ST//65TH ST 236ON OLD DIXIE HWY//65TH ST//69TH ST 23605 OLD DIXIE HWY//65TH ST//69TH ST 2365N OLD DIXIE HWY//69TH ST//C.R. 510 ^23655 OLD DIXIE HWY//69TH ST//C.R. 510 �241ON 27TH AVENUE//S. COUNTY LINE//OSLO RD OW2410S 27TH AVENUE//S. COUNTY LINE//OSLO RD 2420N 27TH AVENUE//OSLO RD//4TH ST 2420S 21TH AVENUE//OSLO RD//4TH ST 243ON 27TH AVENUE/14TH ST//8TH ST '24305 27TH AVENUE//4TH ST//8TH ST OR244ON 27TH AVENUE//8TH ST//12TH ST 2440S 27TH AVENUE//87H ST//12TH ST _2450N 27TH AVENUE//12TH ST//S. VB CITY L 24505 27TH AVENUE//12TH ST//S. VB CITY L 2460N 27TH AVENUE//S. VB CITY L//16TH ST M2460S 27TH AVENUE//S. VB CITY L//16TH ST 247ON 27TH AVENUE//16TH ST//S.R. 60 ^24705 27TH AVENUE//16TH ST//S.R. 60 2480N 27TH AVENUE//S.R. 60//ATLANTIC BLVD 2480S 27TH AVENUE//S.R. 60//ATLANTIC BLVD 251ON 27TH AVENUE//ATLANTIC BLVD//AVIATION BLVD 25105 27TH AVENUE//ATLANTIC BLVD//AVIATION BLVD W 2530E OSLO RD//82ND AVE//58TH AVE 253OW OSLO RD//82ND AVE//58TH AVE 2540E OSLO RD//58TH AVE//43RD AVE 2540W OSLO RD//58TH AVE//43RD AVE 2550E OSLO RD//43RD AVE//27TH AVE 255OW OSLO RD//43RD AVE//27TH AVE 2560E OSLO RD//27TH AVE//20TH AVE 256OW OSLO RD//27TH AVE//20TH AVE 2570E PSLO RD//20TH AVE//OLD DIXIE HWY _ 257OW OSLO RD//20TH AVE//OLD DIXIE HWY 2580E OSLO RD//OLD DIXIE HWY//U.S. 1 Indian River County ^:D -Plus for Windows 95/NT .IA r. / CAPACITY CRNT PDS PAI VST TOT DEM VSTTOT AVAIL 880 59 0 59 17 813 880 80 0 80 5 800 880 87 0 87 13 788 880 67 0 67 6 811 880 74 0 74 12 805 880 67 0 67 11 812 880 69 0 69 7 810 880 44 0 44 8 835 880 277 0 277 191 525 880 360 0 360 68 490 880 367 0 367 118 483 880 502 0 502 67 361 880 334 0 334 40 538 880 539 0 539 43 333 880 300 0 300 30 573 880 300 0 300 36 571 880 326 0 326 16 545 880 548 0 548 26 311 880 326 0 326 16 545 880 548 0 548 26 317 880 282 0 282 27 579 880 508 0 508 32 352 880 110 0 110 20 756 880 255 0 255 14 614 880 250 0 250 9 626 880 438 0 438 4 440 600 197 0 197 38 394 600 108 0 108 37 485 880 381 0 381 193 428 880 291 0 291 109 570 880 488 0 488 127 356 880 396 0 396 124 460 880 359 0 359 54 502 880 456 0 456 52 404 880 396 0 396 .85 436 880 581 0 581 52 261 1,890 458 0 456 33 1,408 Printed on: 5/18/200 10:44:24AM Page - 6 of 11 _I-01-20104 1 :z Wm rKVM 11W1HIV K1 VGK I. IVI I / /G/ /Ow. I >PR9055 - Links netail Report LINK i{ LINK DESCRIPTION 40w- 258OW OSLO RD//OLD DIXIE HWY//U.S. 1 2610E 6TH AVENUE//17TH ST//S, VB CITY L mm� 610N 6TH AVENUE//17TH STREET//S. VB CITY L 261OW 6TH AVENUE//17TH ST//S. VS CITY L a 62ON 6TH AVENUE//8. VB CITY L//S.R. 60 26205 6TH AVENUE//$. VB CITY L//S.R. 60 271ON 10TH AVENUE//S.R. 60//ROYAL PALM BLVD 2710S 10TH AVENUE//S.R. 60//ROYAL PALM BLVD 272ON 10TH AVENUE//ROYAL PALM BLVD//17TH ST , 2720S 10TH AVENUE//ROYAL PALM BLVD//17TH ST 2830N 20TH AVENUE//OSLO RD.//4TH ST 28105 20TH AVENUE//OSLO RD.//4TH ST 7 2820N 20TH AVENUE//4TH ST//8TH ST 28205 20TH AVENUE//4TH ST//8TH ST mR2830N 20TH AVENUE//8TH ST//12TH ST 28305 20TH AVENUE//8TH ST//12TH ST ^284ON 20TR AVENOE//12TR ST//S. VS CITY L 2840S 20TH AVENUE//12TH ST//S. VB CITY L 285ON 20TH AVENUE//S. VB CITY L//16TH ST ^2850S 20TH AVENUE//S. VH CITY L//16TH ST 286ON 20TH AVENUE//16TH ST//S.R. 60 �2860S 20TH AVENUE//16TH ST//S.R. 60 287ON 20TH AVENUE//S.R. 60//ATLANTIC BLVD 28705 20TH AVENUE//S.R. 60//ATLANTIC BLVD an 2905N 43RD AVENUE//S. COUNTY LINE//OSLO RD 29055 43RD AVENUE//S. COUNTY I-INE//OSLO RD ON291ON 43RD AVENUE//OSLO RD//4TH ST 29105 43RD AVENUE//OSLO RD//4TH ST �2915N 43RD AVENUE//4TH ST//8TH ST 29155 43RD AVENUE//4TH ST//8TH ST 2920N 43RD AVENUE//8TH ST//12TH ST �2920S 43RD AVENUE//8TH ST//12TH ST 2925N 43RD AVENUE//12TH ST//16TH ST 1.29255 43RD AVENUE//12TH ST//16TH ST 293ON 43RD AVENUE//16TH ST//S.R. 60 2930S 43RD AVENGE//16TH ST//S.R. 60 • 2935N 43RD AVENUE//S.R. 60//26TH ST Indian River County 01M -Plus for Windows 95/NT mm r. 0 CAPACITY CRNT PDS PRT VST TOT DEM VSTTOT AVAIL 1,890 577 0 577 24 1,291 880 .231 0 231 13 649 880 0 0 6 874 880 340 0 340 12 535 880 273 0 273 7 600 880 372 0 372 7 501 760 79 0 79 0 681 76D 65 0 65 1 695 760 193 0 193 3 566 760 232 0 232 4 527 760 254 0 254 55 485 760 283 0 283 32 466 760 286 0 286 7 467 760 400 0 400 12 350 760 260 0 280 11 477 760 364 0 384 16 371 1,890 301 0 301 6 1,588 1,890 414 0 414 16 1,467 1,890 301 0 301 4 1,588 11890 414 0 414 15 1,465 1,890 254 0 254 13 1,629 1,890 304 0 304 26 1,568 880 143 0 143 8 730 880 164 0 164 17 700 880 232 0 232 33 637 880 245 0 245 64 627 880 296 0 296 445 442 880 298 0 298 161 549 $80 392 0 392 65 474 880 493 0 493 58 379 880 376 0 376 50 489 880 535 0 535 39 334 880 497 0 497 40 364 880 570 0 570 40 294 $80 590 0 590 66 235 880. 750 0 750 53 I1 !1 880 419 0 419 80 395 Printed on: 5/18/200 10:44:24AM Page 7 of 11 ru.•e.•— —r. •r • .....r. • ��.v.�r. i.. .��♦ VVV��� 1 / /LI I V.:JJJI �'�iPR9055 - Links Detail Report Y. 7 LINK 4 LINK DESCRIPTION CAPACITY CRNT PDS PRI VST TOT DEM VSTTOT AVAIL n 935S 43RD AVENUE//S.R. 60//26TH ST 880 533 0 533 69 288 294ON 43RD AVENUE//26TH ST//41ST ST 880 348 0 348 110 436 ae 9405 43RD AVENUE//26TH ST//41ST ST 880 445 0 445 99 348 2945N 43RD AVENUE//41ST ST//45TH ST 760 244 0 244 30 487 29455 43RD AVENUE//41ST ST//45TH ST 760 238 0 238 34 491 2950N 43RD AVENUE//45TH ST//49TH ST 760 129 0 129 8 623 29505 43RD AVENUE//45TH ST//49TH ST 760 95 0 95 10 656 '03005N 58TH AVENUE//OSLO RD//4TH ST 11640 271 0 271 194 1,292 3005S 58TH AVENUE//OSLO RD//4TH ST 1,640 277 0 277 77 1,348 30ION 58TH AVENUE//4TH ST//8TH ST 1,640 401 0 401 72 1,229 3010S 58TH AVENUE//4TH ST//8TH ST 1,640 402 0 02 55 1,237 3015N 58TH AVENUE//8TH ST//12TH ST 1,640 508 0 508 44 1,126 0*3015S 58TH AVENUE//BTH ST//12TH ST 1,640 522 0 522 34 1,113 302ON 58TH AVENUE//12TH ST//16TH ST 1,890 604 0 604 49 1,278 ^3020S 58TH AVENUE//12TH ST//.16TH ST 1,890 575 0 $75 46 1,307 3025N 58TH AVENUE//16TH ST//S.R. 60 1,690 688 0 608 77 1,156 30255 58TH AVENUE//16TH ST//S.R. 60 _ _-y,&9U...._- - 669 "'" ---"" 0 --699-... ...75..._1,17q ^303014 58TH AVENUE//S.R. 60//41ST ST 1,890 563 0 .563 137 1,255 ~ 30305 58TH AVENUE//s.R. 60//41ST ST 1 1,890 \'�� 539 0 539 ,189 1,211 .' ^3035N 58TH AVENUE//41ST ST//45TH ST ��IOV 351 27 384 3035S 58TH AVENUE//41ST ST//45TH ST 760 343 0 343 25 394 58TH AVENUE//45TH ST//49TH ST 760 325 0 325 19 416 ,.3040N 3040S 58TH AVENUE//45TH ST//49TH ST 760 308 0 308 20 433 3045N 58TH AVENUE//49TH ST//65TH ST 1,230 330 0 330 29 877 ^30455 58TH AVENUE//49TH ST//65TH ST 1,230 304 0 304 67 889 305ON 58TH AVENUE//65TH ST//69TH ST 1,230 271 0 271 19 940 me3050S 58TH AVENUE//65TH ST//69TH ST 1,230 235 0 235 25 910 305514 58TH AVENUE//69TH ST//C.R.51D 820 254 0 254 34 532 3055S 58TH AVENUE//69TH ST//C.R.51D 820 207 0 207 26 588 OR 3120N, 66TH AVENUE//S.R. 60//26TH ST 760 324 0 324 65 398 3120S 66TH AVENUE//S.R. 60//26TH ST 760 293 0 293 48 434 0*3130N 66TH AVENUE//26TH ST//41ST ST 1,230 400 0 400 94 789 3130S 56TH AVENUE//26TH ST//41ST ST 1,230 287 0 287 120 873 .3140N 66TH AVENUE//41ST ST//45TH ST 760 304 0 384 29 366 31405 66TH AVENUE//41ST ST//45TH ST 760 243 0 243 28 504 315ON 66TH AVENUE//45TH ST//65TH ST 600 321 0 321 17 262 3150S 66TH AVENUE//45TH ST//65TH ST 600 190 0 190 28 392 Indian River County Printed on: 5/18/200 10:49:24AM ,JP -Plus for Windows 95/NT Page 8 of 11 m y-oI -Gu " I :JDrM rKUM IIVU I AIN KI VtK UUUIVI T / /G/ /t5W3W I O�DpR9055 - Links Detail Report LINK # LINK DESCRIPTION 7 316ON 66TH AVENUE//657H ST//69TH ST 3160S 66TH AVENUE//65TH ST//69TH $T ,Im3170N 66TH AVENUE//69TH ST//C.R. 510 3170S 66TH AVENUE//697H ST//C.R. 510 3310N 82ND AVENUE//OSLO RD//4TH ST 3310S 82ND AVENUE//OSLO RD//4TH ST 3320N 82ND AVENUE//4TH ST//12TH ST ",33205 82ND AVENUE//4TH ST//12TH ST 3330N 82ND AVENUE//12TH ST//S.R, 60 =33305 82ND AVENUE//12TH ST//S.R. 60 3340N 82ND AVENUE//S.R. 60//65TH ST 33405 82ND AVENUE//S.R. 60//65TH ST 3350N 82ND AVENUE//65TH ST//69TH ST 3350S 82ND AVENUE//65TH ST//69TH ST m3610E 77TH ST//66TH AVENUE//U.S. I 361OW 77TH ST//66TH AVENUE//U.S. 1 3710E 69TH STREET//82ND AVENUE//66TH AVE m 371OW 69TH STREET//82ND AVENUE//66TH AVE 3720E 69TH STREET//66TH AVENUE//58TH AVE 003720W 69TH STREET//66TH AVENUE//58TH AVE 3730E 69TH STREET//58TH AVENUE//OLD DIXIE HWY M1373OW 69TH STREET//58TH AVENUE//OLD DIXIE HWY 3740E 69TH STREET//OLD DIXIE HWY//U.S,. 1 3740W 69TH STREET//OLD DIXIE HWY//U.S. 1 m 3820E 65TH ST//66TH AVENUE//58TH AVENUE 382OW 65TH ST//66TH AVENUE//58TH AVENUE M3830E 65TH ST//58TH AVENUE//OLD DIXIE HWY 383OW 65TH ST//58TH AVENUE//OLD DIXIE HWY 3840E 65TH ST//OLD DIXIE HWY//0.3, I OR 3840W 65TH ST//OLD DIXIE HWY//U.S. 1 4220E 49TH 'ST//66TH AVENUE//58TH AVENUE A 4220W 49TH ST//66TH AVENUE//58TH AVENUE 4230E 49TH ST//58TH AVENUE//43RD AVENUE m 423OW 49TH ST//58TH AVENUE//43RD AVENUE 4240E 49TH ST//43RD AVENUE//OLD DIXIE HWY 4240W 49TH ST//439D AVENUE//OLD DIXIE HWY 4250E 49TH ST//OLD DIXIE HWY//U.S. 1 =CD -Plus for Windows 95/NT CAPACITY CRNT PDS PRI VST TOT DEM VSTTOT AVAIL 600 373 0 373 13 214 600 210 0 210 17 374 600 404 0 404 23 174 600 211 0 211 22 369 820 132 0 132 3 687 820 108 0 108 7 711 760 138 0 138 3 601 760 120 0 120 7 618 760 196 0 196 41 533 760 188 0 188 44 543 600 60 0 60 5 500 600 61 0 61 6 499 600 9 0 9 0 591 600 8 0 8 2 592 820 20 0 20 20 781 820 32 0 32 23 769 600 16 0 16 32 553 600 15 0 15 23 562 1,230 27 0 27 7 1,196 1,230 57 0 57 B 1,165 1,230 39 D 39 15 1,181 1,230 50 0 50 10 1,174 1,230 35 0 35 12 1,187 1,230 43 0 43 9 1,181 1,230 27 0 27 7 1,197 1,230 42 0 42 2 1,186 1,230 37 0 37 19 1,179 1,230 44 0 44 5 1,182 1,230 43 0 43 3 1,186 1,230 52 0 52 3 1,177 1,230 12 0 12 5 1,214 1,230 105 0 105 1 1,124 760 81 0 81 69 660 760 135 0 135 25 622 760 137 0 137 9 615 760 156 6 156 13 592 760 79 0 79 6 676 Page 9 of 11 L -'w I-Gvv" I:,IrM r mum iIVVi HIV Kiv=K u. iU II //G//o`zJ i 005PR9055 - links Detail Report LINK 0 LINK DESCRIPTION 9250W 49TH ST//OLD DIXIE HWY//U.S. 1 4320E 45TH ST//66TH AVENUE//58TH AVENUE " 320W 45TH ST//66TH AVENUE//58TH AVENUE 4330E 45TH ST//58TH AVENUE//43RD AVENUE 4330W 45TH ST//58TH AVENUE//43RD AVENUE 4340E 45TH ST//43RD AVENUE//OLD DIXIE HWY 4340W 45TH ST//43RD AVENUE//OLD DIXIE HWY 4350E 45TH ST//OLD DIXIE HWY//INDIAN RIV BD 435OW 45TH ST//OLD DIXIE HWY//INDIAN RIV ED =4420E 41ST ST//66TH AVE//58TH AVE 4420W 41ST ST//66TH AVE//58TH AVE 4430E 41ST ST//58TH AVE//43RD AVE 4430W 41ST ST//58TH AVE//43RD AVE 4440E 41ST ST//43RD AVE//OLD DIXIE HWY M444OW 41ST ST//43RD AVE//OLD DIXIE HWY 4450E 41ST ST//OLD DIXIE HWY//INDIAN AIV BD ^445OW 41ST ST//OLD DIXIE HWY//INDIAN AIV BD 4460E 37TH ST//U.S.41//INDIAN RIV BLVD 4460W 37TH ST//U.S.41//INDIAN RIVER BLVD 4720E 26TH ST//66TH AVENUE//58TH AVENUE 4720W 26TH ST//66TH AVENUE//58TH AVENUE .4730E 26TH ST//58TH AVENUE//43RD AVENUE 4730W 26TH ST//58TH AVENUE//43RD AVENUE 4740E 26TH ST//43RD AVE//AVIATION BLVD w. 4740W 26TH ST//43RD AVE//AVIATION BLVD 4750E 26TH ST//AVIATION BLVD//27TH AVENUE '"4750W 26TH ST//AVIATION BLVD//27TH AVENUE 4830E 8TH ST//58TH AVENUE//43RD AVENUE W483OW 8TH ST//58TH AVENUE//43RD AVENUE 4840E 8TH ST//43RD AVENUE//27TH AVENUE 4B40W STH ST//43RD AVENUE//27TH AVENUE 4850E 8TH ST//27TH AVENUE//20TH AVENUE 485OW 8TH ST//277H AVENUE//20TH AVENUE W4860E 8TH ST//20TH AVENUE.//OLD DIXIE HWY 4860W 8TH ST//20TH AVENUE//OLD DIXIE HWY oi4870E BTH ST//OLD DIXIE HWY//U.S. 1 4870W 8TH ST//OLD DIXIE HWY//U.S. 1 Indian River County 00�D-Plus for windows 95/NT CAPACITY CRNT PDS PRI VST TOT DEM VSTTOT AVAIL 760 95 0 95 7 661 820 50 0 50 27 769 820 79 0 79 4 739 760 129 0 17.9 29 600 760 164 0 164 17 580 760 238 0 238 110 442 760 292 0 292 71 416 880 124 0 124 107 667 880 173 0 173 62 659 820 54 0 $4 29 761 820 33 0 33 14 114 880 94 0 94 29 760 880 128 0 128 22 730 880 107 0 107 21 757 880 138 0 138 22 727 880 51 0 51 4 827 880 69 0 69 8 807 080 351 0 351 126 450 B80 340 0 340 204 419 880 185 0 185 33 671 880 259 0 259 41 586 880 266 0 266 98 550 880 339 0 339 74 495 880 372 0 372 28 488 880 505 0 505 43 345 890 379 0 379 20 489 880 450 0 450 36 407 880 133 0 133 56 695 880 172 0 172 8 707 880 257 0 257 31 599 880 326 0 326 7 550 880 299 0 299 25 566 880 463 0 463 6 412 880 306 0 306 31 561 880 458 0 458 24' 400 880 319, 0 319 12 554 880 487 0 487 19 379 Printed on: 5/18/200 10:44:24AM Page 10 of 11 `J-bI-GbL�14 I :zwrm rKUM i1VUTAIV K1 VCK UUUIVI T / /L/ 10WZW I 5 - Links Detail Report ^PR905 LIQ LINK DESCRIPTION ,880E 8TH ST//U.S. 1//INDIAN RIVER BLVD 488OW STH ST//U.S. 11/INDIAN RIVER BLVD 09910£ 4TH ST//82ND AVE//58TH AVE 1910W 4TH ST//82ND AVE//58TH AVE 930E 4TH ST//58TH AVE//43RD AVE 1930W 4TH ST//58TH AVE//43RD AVE 4940E 4TH ST//43RD AVE//27TH AVE *4940W 4TH ST//43RD AVE//27TH AVE 4950E 4TH ST//27TH AVE//20TH AVE Po995OW 4TH ST//27TH AVE//20TH AVE 9960E 4TH ST//20TH AVE//OLD DIXIE HWY 496OW 4TH ST//20TH AVE//OLD DIXIE HWY 4970E 4TH ST//OLD DIXIE HWY//U.S. 1 4970W 4TH ST//OLD DIXIE HWY//U.S. I mw5610E FRED TUERK DR//AIA//W OF COCONUT DR 561OW FRED TUERX DR//AlA//W OF COCONUT DR ^5710£ WINTER BEACH RD//AIA//JUNGLE TRAIL 571OW WINTER BEACH RD//AlA//JUNGLE TRAIL 5810E ATLANTIC BLVD//27TH AVENUE//20TH AVENUE .i 5810W ATLANTIC BLVD//27TH AVENUE//20TH AVENUE 5820E ATLANTIC BLVD//20TH AVENUE//U.S. 1 m5820W ATLANTIC BLVD//20TH AVENUE//U.S. 1 5910E AVIATION BLVD//26TH STREET//27TH AVENUE �591OW AVIATION BLVD//26TH STREET//27TH AVENUE 6010E ROYAL: PALM BLVD//ROYAL PALM PL//INDIAN 60ION ROYAL PALM BLVD//ROYAL PALM PL//INDIAN 6110E ROYAL PALM PL//U.S. 1//INDIAN RIVER BLVD 611014 ROYAL PALM PL//U.S. 1//INDIAN RIVER BLVD on we ,,Wndian River County !D -Plus for Windows 95/NT V. 144 CAPACITY CRNT PDS PRT VST TOT DEM VSTTOT AVAIL 880 190 0 190 12 690 880 514 0 514 9 366 820 81 0 81 29 728 820 102 0 102 15 713 880 152 0 152 58 680 880 167 0 167 16 708 880 250 0 250 52 602 880 285 0 285 24 587 880 327 0 327 13 545 880 369 0 369 7 50B 880 346 0 346 35 504 880 471 0 471 27 365 880 364 0 364 30 490 880 541 0 541 40 302 1,230 89 0 89 0 1,141 1,230 55 0 55 0 1,175 1,230 33 0 33 2 1,196 1,230 34 0 34 0 1,196 1,280 92 0 92 24 1,176 1,280 130 0 130 27 1,137 880 151 0 151 16 728 880 106 0 106 22 769 1,280 379 0 379 8 899 1,280 450 0 450 22 825 880 209 0 209 1 670 880 77 0 77 1 802 880 162 0 162 13 708 880 298 0 298 6 579 Printed on: 5/18/200 10:44:24AM Page 11 of 11 APPENDIX B Original Project Distribution Modified Project Distribution Piot 9e2eet Zane Load r P.�.t et Projeot VLENINO STREET RFSIOENTIAL NOOIPIEO IRC 2oL 21JLL 03 10]23:12 an 04 A A m Plct select Z.M. 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