Anna Lai, P.E., PTOE Simmons & White 2581 Metrocentre Boulevard West, Suite 3 West Palm Beach, FL 33407

Transcription

1 March 6, 2017 Department of Engineering and Public Works P.O. Box West Palm Beach. FL (561) FAX: (561 ) Palm Beach County Board of County Commissioners Paulette Burdick. Mayor Melissa McKinlay. Vice Mayor Hal R. Valeche Dave Kerner Steven L. Abrams Mary Lou Berger Mack Bernard County Administrator Verdenia C. Baker Anna Lai, P.E., PTOE Simmons & White 2581 Metrocentre Boulevard West, Suite 3 West Palm Beach, FL RE: Policy 3.5-d Review- Round 2017-D SW Corner of Lake Worth Rd & Polo Rd Dear Ms. Lai : Palm Beach County Traffic Division has reviewed the traffic statement for the proposed Future Land Use Amendment for the above referenced project, dated December 29, 2016, pursuant to Policy 3.5-d of the Land Use Element of the Palm Beach County Comprehensive Plan. The project is summarized as follows: Location: PCN#: Size: Existing FLU: Existing Zoning: Existing Use: Existing Max Potential: Proposed FLU: Prop. Zoning: Proposed Use: Prop. Max Potential: Net Daily Trips (max): Net PH Trips (max): SW corner of Lake Worth Road and Polo Road acres CH/2 Agricultural Residential (AR) Vacant 74 Single Family Detached DUs CH/5 Mixed Used Planned Development (MUPD) Commercial and Residential 185 Apartment DUs 1, (19/75) AM, 115 (75/40) PM Based on the review, the Traffic Division has determined that the proposed amendment meets Policy 3.5-d of the Land Use Element of the Palm Beach County Comprehensive Plan at the maximum potential shown above. Please contact me at or to gbari@pbcgov.org with any questions. Sincerely, rp'-7_~; Quazi Sari, P.E. Senior Professional Engineer- Traffic Division QB:DS/dd ec: Dominique Simeus, E. I.-Project Coordinator II, Traffic Division Lisa Amara -Senior Planner, Planning Division Steve Bohovsky- Technical Assistant Ill, Traffic Division File: General - TPS- Unincorporated -Traffic Study Review N:\TRAFFIC\Oevelopment Review\Comp Plan\17-D\SW Corner of Lake Worth Rd & Polo Rd.docx An Equal Opportunity Affirmative Acrion printed on recycled paper

2 SIMMONS & WHITE 2581 Metrocentre Blvd West, Suite 3, West Palm Beach, Florida F Certificate of Authorization Number 3452 v SIMMONS ~~ WHITE LAND USE PLAN AMENDMENT APPLICATION TRAFFIC STATEMENT SOUTHWEST CORNER OF LAKE WORTH RD & POLO RD ACRE LUPA PALM BEACH COUNTY, FLORIDA Prepared for: Lake Worth Road Investors, LLC cjo Shutts & Bowen, LLP 525 Okeechobee Boulevard Suite 1100 West Palm Beach, Florida Job No Anna Lai, P.E., PTOE FL Reg. No Date: December 29, 2016

3 Southwest corner of Lake Worth Road and Polo Road Project No Page2 TABLE OF CONTENTS 1.0 SITE DATA TRAFFIC GENERATION RADIUS OF DEVELOPMENT INFLUENCE TRAFFIC ASSIGNMENT/DISTRIBUTION YEAR 2040 ANALYSIS TEST 2 - FIVE YEAR ANALYSIS PEAK HOUR TURNING MOVEMENTS CONCLUSION... 6

4 Southwest corner of Lake Worth Road and Polo Road Project No Page3 1.0 SITE DATA The subject parcel is located on the southwest corner of Lake Worth Road and Polo Road in Palm Beach County, Florida and contains approximately acres. The Property Control Number (PCN) for the subject parcel is The property is currently designated as Commercial High with underlying Low Residential, 2 dwelling units per acre (CH/2) on the Palm Beach County Comprehensive Plan. The property owner is requesting a change in the parcel's underlying future land use designation to Medium Residential, 5 dwelling units per acre (CH/5). The purpose of this statement is to determine the total traffic volume which will be on each roadway link within the site radius of development influence for the Interim Transportation Plan. This statement will also identify which roadway links (if any) will exceed the adopted Level of Service volume for the subject links addressed within the project's radius of development influence. 2.0 TRAFFIC GENERATION The increase in daily traffic generation due to the requested change in the acres parcels' land use designation may be determined by taking the difference between the total traffic generated for the most intensive land use under both the existing CH with underlying LR-2 future land use designation and the proposed underlying MR-5 future land use designation: CH/2 The most intensive land use under the existing CH/2 land use designation is "General Commercial". Based on a maximum floor area ratio (FAR) of 50 percent and the site area consisting of acres, the maximum allowable non-residential building square footage under the existing CH/2 land use designation is 806,513 SF calculated as follows: Acre x 43,560 SF x 0.50 = 806,513 SF Acre The above calculation is shown for informational purposes only and represents the most intense non-residential building square footage calculation for the existing CH future land use designation. The density/traffic associated with the existing residential underlying land use designation may be calculated as follows: Acre x 2 Dwelling Units = 74 Dwelling Units Acre Single Family Detached (74 DU) Table 1 calculates the daily traffic generation, AM peak hour traffic generation, and PM peak hour traffic generation for the property under the existing CH/2 land use designation. The traffic generation has been calculated in accordance with the traffic generation rates listed in the ITE Trip Generation Manual, 9th Edition. The following summarizes the traffic

5 Southwest corner of Lake Worth Road and Polo Road Project No Page4 2.0 TRAFFIC GENERATION (CONTINUED) generation associated with a development consisting of 7 4 single family dwelling units: Daily Traffic Generation = AM Peak Hour Traffic Generation (In/Out) = PM Peak Hour Traffic Generation (In/Out) = 740tpd 56 pht (14 ln/42 Out) 80 pht (50 ln/30 Out) CH/5 The density/traffic associated with the proposed MR-5 residential underlying land use designation may be calculated as follows: Acre x 5 Dwelling Units Acre = 185 Dwelling Units Multi-Family Apartments (185 DU) Table 2 calculates the daily traffic generation, AM peak hour traffic generation, and PM peak hour traffic generation for the property under the proposed CH/5 land use designation. The traffic generation has been calculated in accordance with the traffic generation rates listed in the ITE Trip Generation Manual, 9th Edition. The following summarizes the traffic generation associated with a development consisting of 185 apartment dwelling units: Daily Traffic Generation = 1,230 tpd AM Peak Hour Traffic Generation (In/Out) 94 pht (19 ln/75 Out) PM Peak Hour Traffic Generation (In/Out) = 115 pht (75 ln/40 Out) The increase in daily traffic generation due to the requested change in the parcels' underlying land use designations may be calculated as follows: Daily Traffic Generation = AM Peak Hour Traffic Generation = PM Peak Hour Traffic Generation = 490 tpd INCREASE 38 pht INCREASE 35 pht INCREASE 3.0 RADIUS OF DEVELOPMENT INFLUENCE Based on Table of the Palm Beach County Comprehensive Plan for a total trip generation increase of 490 trips per day, the radius of development influence determining Year 2040 significant impact shall be the directly accessed link on the first accessed major thoroughfare. Based on Table 12.B.2.D-7 3A of Article 12 of the Palm Beach County Unified Land Development Code, for a peak hour trip generation of 115 peak hour trips, the radius of development influence for purposes of Test 2 shall be two (2) miles.

6 Southwest corner of Lake Worth Road and Polo Road ProjectNo Page TRAFFIC ASSIGNMENT/DISTRIBUTION Figure 1 shows the trip distribution, which is based on the current and projected roadway geometry, a review of historical travel patterns for the area, and anticipated travel patterns associated with probable land uses under the proposed CHI5 land use designation. 5.0 YEAR 2040 ANALYSIS Table 3 represents the required Year 2040 Analysis. The total anticipated Year 2040 traffic meets the adopted Level of Service requirements within the project's radius of influence. Therefore, the proposed land use change meets the Year 2040 requirements of the Palm Beach County Comprehensive Plan. 6.0 TEST 2 - FIVE YEAR ANALYSIS Tables 4 and 5 represent the required Test 2 Five Year Analysis. As shown in Tables 4 and 5, all roadway links are insignificant. Therefore, the proposed land use change meets the requirements of Test 2 of the Palm Beach County Traffic Performance Standards. 7.0 PEAK HOUR TURNING MOVEMENTS The total AM and PM peak hour turning movements for the project under the proposed CHI5 land use designation have been calculated in Table 2 in order to assess the improvements necessary to accommodate such traffic movements. The AM and PM peak hour turning movement volumes and directional distributions for the proposed CHI5 land use designation may be summarized as follows: Directional Distribution (Trips IN/OUT) AM Peak Hour = PM Peak Hour = 19 I I 40 Based on the peak hour volumes shown above and the Palm Beach County Engineering Guideline used in determining the need for turn lanes of 75 right turns or 30 left turns in the peak hour, additional turn lanes may be warranted. 7.0 PEAK HOUR TURNING MOVEMENTS (CONTINUED) The need for turn lanes or access modifications will be reevaluated following the submittal of a site specific development order and site plan.

7 Southwest corner of Lake Worth Road and Polo Road Project No Page CONCLUSION As previously mentioned, this proposed future land use plan designation modification will result in an increase in intensity of development from the current future land use designation and will not significantly impact any roadway segment that is projected to be operating above the adopted Level of Service on the Year 2040 Transportation System Plan. Additionally, all roadway links meet the requirements of the Test 2 analysis. Therefore, this land use plan amendment is in accordance with the goals and objectives of the Palm Beach County Comprehensive Plan, Transportation Element. AL: x:/docs/trafficdrainage/lupats

8 SOUTHWEST CORNER OF AND POLO ROAD 12/28/16 TABLE 1 EXISTING CH/2 FUTURE LAND USE DESIGNATION- 74 SINGLE FAMILY DETACHED DWELLING UNITS Dailv Traffic Generation ITE Dir Split Landuse Code Intensity Rate/Equation In I Out Single Family Detached I Dwelling Units 10 I I Grand Totals: AM Peak Hour Traffic Generation ITE Dir Split Land use Code Intensity Rate/Equation In I Out Single Family Detached I Dwelling Units 0.75 o.25 1 o.75 I Grand Totals: PM Peak Hour Traffic Generation ITE Dir Split Landuse Code Intensity Rate/Equation In I Out Single Family Detached I Dwelling Units Ln(T} Ln(X} o.63 1 o.37 I Grand Totals: Gross Trips Gross Trips In I Out I Total I 42 I 56 Gross Trips In I Out I Total 5o 1 3o o 1 3o 1 80 Internalization Pass-by % Total External Trips % Trips Net Trips % % % Internalization External Trips Pass-by Net Trips % I In I Out I Total In I Out I Total % I Trips In I Out f Total 0.0% I o I o I 0 14 I 42 I 56 0% I 0 14 I 42 I % I o I o I 0 14 I 42 I 56 0% I 0 14 I 42 I 56 Internalization External Trips Pass-by Net Trips % I In I Out I Total In I Out I Total % I Trips In I Out r Total 0.0% I o I o I 0 50I30I8o 0% I 0 5o 1 3o % I o I o I 0 5o I 3o I 8o 0% I 0 50I30I8o X:\Documents\PROJECTS\2016\ SWC Lake Worth and Polo\LUPA Tables.xlsx AL ' " COattUOJt: I ~I A... IIIIIi: I toniu:tn;l I ~l llc I Itt:

9 SOUTHWEST CORNER OF AND POLO ROAD 12/28/16 TABLE 2 PROPOSED CH/5 FUTURE LAND USE DESIGNATION -185 APARTMENT DWELLING UNITS Dailv Traffic Generation ITE Dir jplit Landuse Code Intensity Rate/Equation In Out Apartment I Dwelling Units 6.65 I I Grand Totals: AM Peak Hour Traffic Generation ITE Dir Split Land use Code Intensity Rate/Equation In I Out Apartment !Dwelling Units T (X) o.2o I o.8o I Grand Totals: PM Peak Hour Traffic Generation ITE Dir Split Landuse Code Intensity Rate/Equation In I Out Apartment I Dwelling Units 0.62 o.65 I o.35 I Grand Totals: Gross Trips 1,230 1,230 Gross Trips In I Out I Total 19 I 75 I Gross Trips In I Out I Total 75 I 40 I I 4o I 115 Internalization Pass-by % Total External Trips % Trips Net Trips 0 1,230 0% 0 1, % 0 1,230 0% 0 1,230 Internalization External Trips Pass-by Net Trips % I In I Out! Total In I Out I Total % I Trips In I outf Total 0.0% I o I o I 0 19 I 75 I 94 0% I 0 19 I 75 I % I o I o I 0 ~9 1 75_~4 QL L _o 19 ~94 Internalization External Trips Pass-by Net Trips, 1 % I In I Out! Total In I Out I Total % I Trips In I outf Total 0.0% I o I o I 0 75 I 40 I 115 0% I 0 75 I 4o I % I o I o I 0 75 I 4o I 115 0% I 0 75 I 4o I 115 X:\Documents\PROJECTS\2016\ SWC Lake Worth and Polo\LUPA Tables.xlsx AL I SI M M 0 N5<S.:w'lriTE

10 -I... '"' SIMMONScfuWHITE ENGINEERING I PLANNING I CONSULTING I SINCE 1982 Authorization No Metrocentre Blvd West Suite 3 West Palm Beach, Florida (561) N J N.T.S. I' a::: (/) w ~ a.. :z: a::: :::> I- (/) ~ 0::: g l.j... 0 C a::: (!) 8 V/// vsite' 11777: s s PROJECT LEGEND DISTRIBUTION FIGURE 1 PROJECT DISTRIBUTION SOUTHWEST CORNER OF LAKE WORTH RD AND POLO RD AL

11 Southwest corner of Lake Worth Road and Polo Road Project No APPENDIX A YEAR 2040 ANALYSIS

12 SOUTHWEST CORNER OF LAKE WORTH ROAQ ANp POLO ROAp 12128/16 TABLE 3 (YEAR 2040) MAXIMUM DEVELOPMENT INTENSITY NET INCREASE PROJECT: SOUTHWEST CORNER OF AND POLO ROAD EXISTING FUTURE LAND USE DESIGNATION: CH/2 TRIPS PER DAY= 740 PROPOSED FUTURE LAND USE DESIGNATION: CHi5 TRIPS PER DAY = 1,230 TRIP INCREASE= 490 ROADWAY FROM TO 2040 PBCMPO DISTRIBUTION PROJECT LOSD TRIP TRAFFIC!%1 TRAFFIC LANES CAPACITY INCREASE VOLUME TOTAL 2040 ViC PROJECT TRAFFIC RATIO SIGNIFICANCE' LYONS ROAD SITE SITE 45% 221 6D 50, % 48,300 FLORIDA TURNPIKE 55% 270 6D 50, % 48,300 53, NO 53, NO Project is significant when net trip increase is greater than 1% lor vic ol1.4 or more, 2% lor vic ol1.2 or more and 3% lor vic less than 1.2. X:\Documents\PROJECTS\2016\ SWC l ake Worth and Polo\LUPA Tables.xlsx AL SIMM~IT E

13 Cost Observed Observed Observed Feasible SERPM SERPM7+ Station Roadway From To Owner Lanes Counts Counts Counts Adjusted Volume Adjusted Volume 4409 LAKE WORTH RD 120th Av Isles Bl PBC 40 20,557 15,106 14,871 24,300 21, LAKE WORTH RD Isles Bl SR-7 PBC ,753 26,672 38,600 31, LAKE WORTH RD SR 7 Lyons Rd FOOT 60 36,432 37,290 38,065 31,800 47, LAKE WORTH RD Lyons Rd Florida Turnpike FOOT 60 N/A N/A 42,333 53,600 48, ' 4201 LAKE WORTH RD Florida Turnpike Pinehurst Dr FOOT 60 42,905 38,449 39,166 51,800 49, LAKE WORTH RD Pinehurst Dr Jog Rd FOOT 60 53,067 44,593 46,028 57,500 54, LAKE WORTH RD Jog Rd Sherwood Forest Blvd FOOT 60 45,006 44,260 45,661 50,900 53, LAKE WORTH RD Sherwood Forest Blvd Haverhill Rd FOOT ,648 41,210 60,500 52, LAKE WORTH RD Haverhill Rd Military Tr FOOT 60 50,676 43,493 44,371 52,800 55, LAKE WORTH RD Military Tr Kirk Rd FOOT 60 47,121 44,687 42,951 58,700 58, LAKE WORTH RD Kirk Rd Congress Ave FOOT 60 43,331 37,971 38,415 54,200 50, LAKE WORTH RD Congress Ave Boutwell Rd FOOT 40 29,118 28,562 23,415 36,800 37, LAKE WORTH RD Boutwell Rd Lake/Lucerne Split FOOT 4 24,924 N/A 25,497 36,000 24, LAKE WORTH RD Dixie Hwy (SR 805) 'A'St FOOT 3 9,126 N/A 8,385 14,400 7, LAKE WORTH RD Dixie Hwy (SR 805) 'A'St FOOT 2 10,601 N/A 8,078 15,200 7, LAKE WORTH RD Federal Hwy (US-1) Dixie Hwy (SR 805) FOOT 2 10,042 8,559 8,410 11,700 9, LAKE WORTH RD Federal Hwy Dixie Hwy (SR 805) FOOT 2 10,669 8,322 9,526 12,300 9, LAKE WORTH RD A1A Lucerne Ave FOOT 4 15,674 12,934 16,111 19,200 15, LANTANARD SR-7 Lyons Rd PBC 40 19,621 14,775 15,574 20,700 14, LANTANARD Lyons Rd Hagen Ranch Rd PBC 60 38,436 24,298 25,977 46,700 38, LANTANARD Hagen Ranch Rd Jog Rd PBC 60 38,587 32,050 32,219 49,500 41, LANTANARD JogRd Haverhill Rd PBC ,130 35,845 45,800 45, LANTANARD Haverhill Rd MilitaryTr PBC 60 43,201 42,048 42,602 46,500 53, LANTANARD Military Tr Lawrence Rd PBC 60 42,958 43,783 41,854 55,700 54, LANTANARD Lawrence Rd Congress Ave PBC 60 47,796 47,863 47,054 61,600 59, LANTANARD Congress Ave High Ridge Rd PBC 60 42,455 43,695 41,390 54,700 51, LANTANARD High Ridge Rd 1-95 PBC 40 42,461 45,356 43,805 53,000 50, LANTANARD 1-95 Redding Dr PBC ,457 37,424 52,800 49, LANTANA RD Redding Dr Federal Hwy PBC 5 21,493 N/A 19,392 26,200 14, LAWRENCE RD Woolbright Rd Boynton Beach Blvd PBC 5 7,854 7,167 7,651 7,900 9, LAWRENCERD Boynton Beach Blvd Gateway Blvd PBC 5 16,110 13,804 14,777 24,900 15, LAWRENCERD Gateway Blvd Hypoluxo Rd PBC 40 15,435 14,700 15,074 19,300 18, LAWRENCERD Hypoluxo Rd Lantana Rd PBC 2 11,828 11,018 11,157 14,500 12, LE CHALET BLVD Jog Rd MllltaryTr PBC 40 10,617 9,652 9,216 11,700 9, LINTON BLVD Jog Rd SimRd PBC 40 26,259 28,837 29,366 32,100 33, LINTON BLVD SimRd MilitaryTr PBC 60 28,004 27,495 28,587 31,500 30, LINTON BLVD Military Tr Homewood Blvd PBC 60 36,231 37,464 39,497 43,900 42, LINTON BLVD Homewood Blvd Congress Ave PBC 60 29,850 33,652 39,159 36,600 37, LINTON BLVD Congress Ave 1-95 PBC 60 47,845 40,928 42,863 53,100 48, LINTON BLVD hAveSW PBC 60 44,067 46,456 48,617 53,800 53, LINTON BLVD 10th Ave SW Old Dixie Hwy PBC 60 38,062 38,788 40,279 43,700 45, LINTON BLVD Old Dixie Hwy us 1 PBC 60 N/A N/A 32,088 48,600 45, LINTON BLVD us 1 Ocean Blvd PBC 40 18,958 15,872 17,857 27,400 18, LOWSON BLVD Congress Ave SW 10TH Ave PBC 4 21,862 15,139 16,363 27,500 20, LOXAHATCHEE RIVER RD Indiantown Rd Roebuck Rd PBC 2 10,471 10,099 9,010 11,600 10, LOXAHATCHEE RIVER RD Roebuck Rd PBC Boundary PBC 2 5,919 N/A 2,865 6,300 3, LYONS RD Boynton Beach Blvd Flavor Pic! Rd PBC 2 N/A N/A 12,523 6, LYONS RO Flavor Pict Rd W Atlantic Ave PBC 2 N/A N/A 11,585 8,300 14,300 8/ 17/2016 S:\LRTP\2040 LRTP\Modeling\Cost Feasible Plan\2040 CF Model Volumes S65&S7-062(Pius).xlsx Page 12 of 22

14 Southwest corner of Lake Worth Road and Polo Road Project No APPENDIX B TEST 2 ANALYSIS

15 SOUTHWEST CORNER OF AND POLO ROAD 12/28/16 TEST 2 - FIVE YEAR ANALYSIS 2 MILE RADIUS TOTAL AM PEAK HOUR PROJECT TRIPS (ENTERING)= 19 TOTAL AM PEAK HOUR PROJECT TRIPS (EXITING)= 75 STATION ROADWAY FROM 4407 ISLES BOULEVARD 4401 STATE ROAD LYONS ROAD 4103 SITE 4201 FLORIDA TURNPIKE 4645 PINEHURST DRIVE 4400 STATE ROAD 7 LANTANA ROAD 4406 STATE ROAD LYONS ROAD LANTANA ROAD TABLE4 TEST 2- PROJECT SIGNIFICANCE CALCULATION AM PEAK HOUR AM PEAK HOUR DIRECTIONAL PROJECT PROJECT TO DISTRIBUTION TRIPS STATE ROAD 7 5% 4 LYONS ROAD 33% 25 SITE 45% 34 FLORIDA TURNPIKE 55% 41 PINEHURST DRIVE 51% 38 JOG ROAD 47% 35 12% 9 STRIBLING WAY 12% 9 10% 8 TOTAL EXISTING LOSE PROJECT PROJECT LANES CLASS STANDARD IMPACT SIGNIFICANT 4D 1, % NO 6D 2, % NO 6D 2, % NO 6D 2, % NO 6D 2, % NO 60 2, % NO 6D 2, % NO 8D 3, % NO % NO X:\Documents\PROJECTS\ SWC Lake Worth and Polo\LUPA Tables.xlsx AL

16 SOUTHWEST CORNER OF AND POLO ROAD 12/28/16 TEST 2 - FIVE YEAR ANALYSIS 2 MILE RADIUS TOTAL PM PEAK HOUR PROJECT TRIPS (ENTERING)= 75 TOTAL PM PEAK HOUR PROJECT TRIPS (EXITING)= 40 STATION ROADWAY FROM ISLES BOULEVARD STATE ROAD 7 LYONS ROAD SITE FLORIDA TURNPIKE PINEHURST DRIVE STATE ROAD 7 STATE ROAD 7 LYONS ROAD LANTANA ROAD LANTANA ROAD TABLES TEST 2 - PROJECT SIGNIFICANCE CALCULATION PM PEAK HOUR PM PEAK HOUR DIRECTIONAL PROJECT PROJECT TO DISTRIBUTION TRIPS STATE ROAD 7 5% 4 LYONS ROAD 33% 25 SITE 45% 34 FLORIDA TURNPIKE 55% 41 PINEHURST DRIVE 51% 38 JOG ROAD 47% 35 12% 9 STRIBLING WAY 12% 9 10% 8 TOTAL EXISTING LOSE PROJECT PROJECT LANES CLASS STANDARD IMPACT SIGNIFICANT 4D 1, % NO 6D 2, % NO 6D 2, % NO 6D 2, % NO 6D 2, % NO 6D 2, % NO 6D 2, % NO 8D 3, % NO % NO X:\Oocuments\PROJECTS\ SWC Lake Worth and Polo\LUPA Tables.xlsx AL