palm beach county - traffic division re: rorabeck’s...

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May 17, 2017 Quazi Bari, P.E. Palm Beach County - Traffic Division 2300 North Jog Road 3rd Floor West Palm Beach, FL 33411 Re: Rorabeck’s Property – Policy 3.5-d Traffic Analysis PCNs: 00-42-44-36-08-009-0030/-010-0000/-016-0060/-016-0090/-016-0110 Dear Mr. Bari, Thank you for the opportunity of providing you with the enclosed revised Traffic Study for the Rorabeck’s property. Project is located on the west side of Military Trail, about 0.6 mile north of Lantana Road in unincorporated Palm Beach County (PBC), Florida. Please review the enclosed revised Traffic Study dated May 17, 2017 and let us know if you have any comments or concerns. Sincerely, WANTMAN GROUP INC Dr. Juan F. Ortega, P.E. Enclosure: Development Potential Form – 2016 Future Land Use Atlas Amendment Application Traffic Impact Analysis – May 17, 2017

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Page 1: Palm Beach County - Traffic Division Re: Rorabeck’s ...discover.pbcgov.org/pzb/planning/PDF/Amendments/AtlantisReserveTraffic.pdfPalm Beach County - Traffic Division 2300 North Jog

May 17, 2017 Quazi Bari, P.E. Palm Beach County - Traffic Division 2300 North Jog Road 3rd Floor West Palm Beach, FL 33411 Re: Rorabeck’s Property – Policy 3.5-d Traffic Analysis PCNs: 00-42-44-36-08-009-0030/-010-0000/-016-0060/-016-0090/-016-0110 Dear Mr. Bari, Thank you for the opportunity of providing you with the enclosed revised Traffic Study for the Rorabeck’s property. Project is located on the west side of Military Trail, about 0.6 mile north of Lantana Road in unincorporated Palm Beach County (PBC), Florida. Please review the enclosed revised Traffic Study dated May 17, 2017 and let us know if you have any comments or concerns. Sincerely, WANTMAN GROUP INC Dr. Juan F. Ortega, P.E. Enclosure: Development Potential Form – 2016 Future Land Use Atlas Amendment Application Traffic Impact Analysis – May 17, 2017

Page 2: Palm Beach County - Traffic Division Re: Rorabeck’s ...discover.pbcgov.org/pzb/planning/PDF/Amendments/AtlantisReserveTraffic.pdfPalm Beach County - Traffic Division 2300 North Jog

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RORABECK'S PROPERTY

(AKA ATLANTIS RESERVE)

COMPREHENSIVE PLAN AMENDMENT

TRAFFIC STUDY

Prepared for:

AMKBJ, INC.

Prepared f?y:

WANTMAN GROUP, INC 2035 Vista Parkway

West Palm Beach, FL 33411 Phone: (561) 687 2220- Fax: (561) 687-11 10

www.wan tmangroup.com

c:

Revised May 17, 2017 December 30, 2016

niWGl.

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This Page Intentionally Left Blank

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TABLE OF CONTENTS

SECTION PAGE

I.  PROJECT DESCRIPTION ....................................................................................................1 

II.  CURRENT FUTURE LAND USE DESIGNATION ............................................................2 

III.  PROPOSED FUTURE LAND USE DESIGNATION ..........................................................3 

IV.  TRAFFIC IMPACT .................................................................................................................4 

VI.  TRAFFIC ANALYSIS .............................................................................................................7 

a.  Test 2 – Five Year Analysis (2021) .....................................................................................7 

b.  Long Range Analysis (2040) .............................................................................................10 

VII.  CONCLUSION .....................................................................................................................11 

Appendix A: Property Appraiser and Survey 

Appendix B: 2016 Link Counts 

Appendix C: 2040 Volumes 

Appendix D: Development Potential Form 

Appendix E: Policy 3.5-d Approval 

Page 5: Palm Beach County - Traffic Division Re: Rorabeck’s ...discover.pbcgov.org/pzb/planning/PDF/Amendments/AtlantisReserveTraffic.pdfPalm Beach County - Traffic Division 2300 North Jog

TABLE PAGE

Table 1: Trip Generation Rates and Equations .................................................................... 2

Table 2: Trip Generation – Current Future Land Use ........................................................ 2

Table 3: Trip Generation – Proposed Future Land Use (Maximum Intensity) .............. 3

Table 4: Net Traffic Impact – Maximum Intensity .............................................................. 4

Table 5: Test 2 – Five Year Analysis Significance – Maximum Intensity ......................... 9

Table 6: Level of Service – 2040 Conditions – Maximum Intensity ............................... 10

FIGURE PAGE

Figure 1: Project Location ........................................................................................................ 1

Figure 2: Existing Conditions .................................................................................................. 5

Figure 3: Traffic Assignment ................................................................................................... 6

Figure 4: Signalized Intersections ........................................................................................... 8

 

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2017-05-17_Rorabeck's Property _CPA Traffic Study Page 1

I. PROJECT DESCRIPTION

There is a proposal for a land use change of ±22.59 acres located on the west side of Military Trail, about

0.6 mile north of Lantana Road in unincorporated Palm Beach County (PBC), Florida. The current Future

Land Use (FLU) designations for the property are Low Residential, 3 unit per acre (LR-3) and Medium

Residential, 5 units per acre (MR-5). A land use change amendment from the current LR-3 and MR-5 to

High Residential, 8 units per acre (HR-8) and High Residential, 12 units per acre (HR-12) is being

requested. Property Control Numbers associated with this project are 00-42-44-36-08-009-0030/-010-

0000/-016-0060/-016-0090/-016-0110. Appendix A includes a copy of the property data from the PBC

Property Appraiser’s office for the site as well as the latest survey for the site. Figure 1 shows an aerial

location of the site in relation to the transportation network.

Wantman Group, Inc (WGI) has been retained to evaluate the traffic impact for the proposed Land Use

designation at the Rorabeck’s Property. The purpose of this analysis is to evaluate the traffic impact of

the proposed land use change to determine compliance with the PBC – Future Land Use Atlas (FLUA)

Amendment requirements. This analysis includes Test 2 – Five Year Analysis (2021) and Long Range

Analysis (2040).

Lantana Road

Site

Figure 1: Project Location

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2017-05-17_Rorabeck's Property _CPA Traffic Study Page 2

II. CURRENT FUTURE LAND USE DESIGNATION

Project trip generation rates available from the PBC Trip Generation Rates, dated August 13, 2014, were used

to determine the project trip generation under the Current Land Use designations and the Proposed Land

Use designation. Table 1 shows the rates and equations used in order to determine the trip generation for

Daily, AM, and PM peak hour conditions.

Table 1: Trip Generation Rates and Equations

Land Use ITE Code

Daily AM Peak Hour PM Peak Hour

In Out Total In Out Total

Single Family Detached 210 10 25% 75% 0.75 63% 37% Ln(T)=0.90 Ln(X)+0.51

Table 2 summarizes Daily, AM and PM peak trip generation potential under the Current Future Land Use

designations. The net Daily, AM and PM trips potentially generated due to the Current Future Land Use

designations are 1,080, 81, and 113 trips respectively.

Table 2: Trip Generation – Current Future Land Use

Land Use Intensity Daily AM Peak Hour PM Peak Hour

In Out Total In Out Total

Single Family Detached 1081 DU 1,080 20 61 81 71 42 113

Net Current FLU Trips 1,080 20 61 81 71 42 113

1 [5 du/acre X (4.89+10.53+1.69+3.06)] + [3 du/acre X (0.68+0.68+0.51+0.55)] = 108 DU. Appendix A includes a copy of the property data from the PBC Property Appraiser’s office for the site as well as the latest survey for the site. Note that the areas from the survey and the property appraiser are slightly different. Areas from the survey were used in this analysis.

00-42-44-36-08-009-0030 4.89 Acres MR-5

00-42-44-36-08-010-0000 10.53 Acres MR-5 1.69 Acres MR-5 3.06 Acres MR-5

00-42-44-36-08-016-0060 0.68 Acres LR-3 0.68 Acres LR-3 00-42-44-36-08-016-0090 0.51 Acres LR-3 00-42-44-36-08-016-0110 0.55 Acres LR-3

22.59 Acres

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2017-05-17_Rorabeck's Property _CPA Traffic Study Page 3

III. PROPOSED FUTURE LAND USE DESIGNATION

There is a proposal to change the current Future Land Use from the current LR-3 and MR-5 to HR-8 and

HR-12. The proposed intensity for the site would allow a maximum of 203 Single Family homes. Table 3

summarizes Daily, AM and PM peak hour trips potentially generated under the Maximum Intensity.

Table 3: Trip Generation – Proposed Future Land Use (Maximum Intensity)

Land Use Intensity Daily AM Peak Hour PM Peak Hour

In Out Total In Out Total

Single Family Detached 2032 DU 2,030 38 114 152 125 74 199

Net Proposed FLU Trips 2,030 38 114 152 125 74 199

According to Table 3, the net Daily, AM and PM trips potentially generated due to the Proposed Future

Land Use designation under the Maximum Intensity are 2,030, 152, and 199 trips respectively.

2[8 du/acre X (4.89+10.53+1.69)] + [12 du/acre X (3.06+0.68+0.68+0.51+0.55)] = 203 DU. Appendix A includes a copy of the property data from the PBC Property Appraiser’s office for the site as well as the latest survey for the site. Note that the areas from the survey and the property appraiser are slightly different. Areas from the survey were used in this analysis. 00-42-44-36-08-009-0030 4.89 Acres HR-8

00-42-44-36-08-010-0000 10.53 Acres HR-8 1.69 Acres HR-8 3.06 Acres HR-12

00-42-44-36-08-016-0060 0.68 Acres HR-12 0.68 Acres HR-12 00-42-44-36-08-016-0090 0.51 Acres HR-12 00-42-44-36-08-016-0110 0.55 Acres HR-12

22.59 Acres

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2017-05-17_Rorabeck's Property _CPA Traffic Study Page 4

IV. TRAFFIC IMPACT

Table 4 shows a comparison of the trip generation between the Maximum Intensity under the existing and

proposed FLU. As can be seen in Table 4, Daily and Peak-Hour traffic generated by the Maximum

Intensity under the proposed FLU are higher than the traffic generated by the current FLU. As part of a

conservative analysis, no credit was taken for existing uses on site.

Table 4: Net Traffic Impact – Maximum Intensity

Future Land Use Designation

Daily AM Peak Hour PM Peak Hour

In Out Total In Out Total

Current 1,080 20 61 81 71 42 113

Maximum Intensity 2,030 38 114 152 125 74 199

Net New Trips 950 18 53 71 54 32 86

Given the net trip generation characteristics from Table 4 for Long Range Analysis (2040), and

according to FLUE Policy 3.5-d of the Comprehensive Plan, the first accessed link on the first access major

thoroughfare should be considered for traffic impact analysis for the Maximum Intensity.

Furthermore, pursuant to the Test 2 – Five Year Analysis (2021) requirements and according to the

ULDC, Article 12 – Chapter B, Section 2.B, based on the peak hour trips from Table 3, a two (2) mile Radius

of Development Influence (RDI) needs to be considered for traffic impact analysis for the Maximum

Intensity.

Figure 2 shows 2016 Daily volumes within a 2-miles RDI. Appendix B includes 2016 link counts provided

by PBC – Traffic Division.

Trip distribution and assignment incorporates the characteristics of the proposed maximum intensity and

the surrounding network configuration. Figure 3 includes project trip distribution on all roadway links

included within a 2-mile RDI for the proposed land use.

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2017-05-17_Rorabeck's Property _CPA Traffic Study Page 5

lOTH AVE

765 (785) I

-I ,960-

1,528

I ,506 l (1,849)J -2,940-

~ 456

(460) -880-(I ,776) 1,727

(1,856) 1,689

(I ,886) -2,680-~~ ~~

2NDAVE

":::::--------\r----, ,.... LAKE VVUI\.1 M RD

MELALEUCA LN '\____

564 (71 0)

-I ,960-

I ,413 (1,712)

~ ' LANTANARD

553 r ~ 1'480 ~ 285 < 649) .----1-,2-70----, n ~~:~~~~ (398)

-880- (I ,470) ~ -880-c__!J60- ~

~~ '\____

I ,750 l I ,291 I ,612 .------1 ,6-2-----.1 l (I ,73 I) r (I ,263) (I ,461) (I ,620) r

721 l -2,940-J -I '960- -2,940- -2,940-1

(665) r ~ 7 -81 0- ~ . j r---------,

2,099 2,214 I ,402 I 2, 154 (2, 133) (2, 13 I) (I ,595)I (2, ISO) ~ ~ ~ftQ:- -2,940- ~ftQ:-

, 465 r 12,39a \ .------------,\ I ,474 l (652) (2,343)

846 1 < 1 ,4 2 7) r _880_ -2,940- r----95- 1 ~. ~ (625) I -2,940- (I' 116) -880-

1,708 -I ,960- ~

n(l,766) ~ 1,996 ~ 1,997 ~ ~ -2,940- i' (I ,890) ; (2,036) ~ !

~ l ~ftQ:-~ ~ ~~~2 &9l~~o-~~+---------~r=-~=========------===~==~~r HYPOLUXO RD w

W LEGEND

~:L~ ~~ N1 ~~~~~PEAK =XX PH PEAK HOUR. PEAK = (TY)

DIRECTION L.O.S.'D' =.."Jf:f· N.T.S.

RORABECK'S PROPERTY IIiWGI FIGURE 2:

EXISTING CONDITIONS Wantman Group, Inc.

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2017-05-17_Rorabeck's Property _CPA Traffic Study Page 6

lOTH AVE

LAKE WORTH RD

MELALEUCA LN

LANTANARD

0 ~

Cl Q,

HYPOLUXORD

w N.T.S.

LEGEND

2L ==== 4L SL ----6L

6%

c ~

::1 J: a:: w

~

RORABECK•s PROPERTY

c ~ w u z w a::

~

FIGURE 3: TRAFFIC ASSIGNMENT

10%

~ ~ w a:: Cl z 0 u

IIiWGI Wanbnan Group, Inc.

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2017-05-17_Rorabeck's Property _CPA Traffic Study Page 7

VI. TRAFFIC ANALYSIS

This section evaluates two traffic scenarios for the proposed land use change under the Maximum

Intensity: Test 2 – Five Year Analysis (2021) and Long Range Analysis (2040).

a. Test 2 – Five Year Analysis (2021)

Test 2 directs to compare the peak hour directional traffic volumes on each significant Link to the

thresholds in Table 12.B.2.C-4, 2A: LOS E Link Service Volumes. If total traffic is equal to or lower than the

thresholds, the project shall pass. Table 5 determines these significance levels for the Maximum Intensity.

According to Table 12.b.2.D-7 3A from the PBC Traffic Performance Standards - Article 12 of the PBC Unified

Land Development Code and given the trip generation characteristics from Table 3, a 2-mile Radius of

Development Influence needs to be considered for Test 2 traffic impact analysis of the Maximum

Intensity. Links included within the RDI with more than three percent (3%) of the adopted LOS

thresholds and links outside the RDI where net trips are greater than five percent (5%), as defined in Table

12.B.C-4 2A: LOS E Link Service Volumes, Peak Hour Traffic; two-way volume threshold, shall meet the

adopted LOS.

Link analyses shall be carried out at the end of the fifth year of the Florida Department of Transportation

(FDOT) Five-Year Transportation Improvement Program in effect at the time of traffic analysis submittal. The

road network assumed in this analysis shall be the existing road network, and, State and County Five-Year

Road Program improvements with construction scheduled to commence before the end of the Five-Year

analysis period. At the time of this submittal, PBC - Five-Year Transportation Improvement Program adopted on

December 20, 2016 does not show any improvements within the RDI.

As shown in Table 5, all links within the RDI have an impact of less than three percent (3%). Test 2 has

been met.

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µ FIGURE 4:SIGNALIZED INTERSECTIONS

RORABECK'S PROPERTY0 0.4 0.80.2

Miles

hg

Number of Lanes

2 46 8

Site

5

2017-05-17_Rorabeck's Property _CPA Traffic Study Page 8

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Roadway From To Ln

Number of Existing and

Proposed Traffic Signals - 1

Length (miles)Signalized

intersections per mile

Class LOS CapacityTraffic

AssignmentProject Traffic Traffic Impact

Haverhill Rd Hypoluxo Rd Lantana Rd 2 1 1.16 0.86 Class I 880 2% 3 0.34% Haverhill Rd Lantana Rd Melaleuca Ln 2 3 1.31 2.29 Class II 860 2% 3 0.35% Haverhill Rd Melaleuca Ln Lake Worth Rd 2 1 0.76 1.32 Class I 880 3% 4 0.45% Haverhill Rd Lake Worth Rd 10th Ave N 5 2 0.85 2.35 Class II 1,870 5% 6 0.32%

Military Tr Hypoluxo Rd Lantana Rd 6D 2 1.16 1.72 Class I 2,940 20% 25 0.85%Military Tr Lantana Rd Site 6D 50% 63 2.23%Military Tr Site Melaleuca Ln 6D 50% 63 2.23%Military Tr Melaleuca Ln Lake Worth Rd 6D 1 0.76 1.32 Class I 2,940 25% 31 1.05%Military Tr Lake Worth Rd 10th Ave N 6D 1 0.76 1.32 Class I 2,940 5% 6 0.20%

Kirk Rd Melaleuca Ln Lake Worth Rd 2 1 0.76 1.32 Class I 880 2% 3 0.34%Kirk Rd Lake Worth Rd 10th Ave N 2 2 0.76 2.63 Class II 860 2% 3 0.35%

Lawrence Rd Hypoluxo Rd Lantana Rd 2 1 1.14 0.88 Class I 880 5% 6 0.68%

Congress Ave Hypoluxo Rd Lantana Rd 4D 2 1.18 1.69 Class I 1,960 2% 3 0.15%Congress Ave Lantana Rd Melaleuca Ln 6D 3 1.53 1.96 Class I 2,940 3% 4 0.14%

Hypoluxo Rd Haverhill Rd Military Tr 6D 1 0.51 1.96 Class I 2,940 5% 6 0.20%Hypoluxo Rd Military Tr Lawrence Rd 6D 1 0.51 1.96 Class I 2,940 10% 13 0.44%

Lantana Rd Jog Rd Haverhill Rd 6D 2 1.51 1.32 Class I 2,940 6% 8 0.27%Lantana Rd Haverhill Rd Military Tr 6D 1 0.56 1.79 Class I 2,940 10% 13 0.44%Lantana Rd Military Tr Lawrence Rd 6D 1 0.55 1.82 Class I 2,940 20% 25 0.85%Lantana Rd Lawrence Rd Congress Ave 6D 1 0.69 1.45 Class I 2,940 15% 19 0.65%Lantana Rd Congress Ave High Ridge Rd 6D 2 1.25 1.60 Class I 2,940 10% 13 0.44%

Melaleuca Ln Jog Rd Haverhill Rd 5 3 1.54 1.95 Class I 1,960 10% 13 0.66%Melaleuca Ln Haverhill Rd Military Tr 5 1 0.51 1.96 Class I 1,960 15% 19 0.97%Melaleuca Ln Military Tr Kirk Rd 5 1 0.52 1.92 Class I 1,960 10% 13 0.66%Melaleuca Ln Kirk Rd Congress Ave 5 2 1.10 1.82 Class I 1,960 8% 10 0.51%

Lake Worth Rd Sherwood Forest Blvd Haverhill Rd 6D 3 1.03 2.91 Class II 2,830 8% 10 0.35%Lake Worth Rd Haverhill Rd Military Tr 6D 1 0.51 1.96 Class I 2,940 10% 13 0.44%Lake Worth Rd Military Tr Kirk Rd 6D 1 0.51 1.96 Class I 2,940 10% 13 0.44%Lake Worth Rd Kirk Rd Congress Ave 6D 2 1.01 1.98 Class I 2,940 10% 13 0.44%

2nd Ave N Lake Worth Rd Congress Ave 2 0 0.66 0.00 Class I 880 1% 1 0.11%

IN OUT IN38 114 125 74

Table 5: Test 2 – Five Year Analysis Significance – Maximum Intensity

AM PMOUT

2,8303 1.28 2.34 Class II

2017-05-17_Rorabeck's Property _CPA Traffic Study Page 9

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2017-05-17_Rorabeck's Property _CPA Traffic Study Page 10

b. Long Range Analysis (2040)

At the time of this submittal, the latest long range transportation model available from the Metropolitan Planning Organization was dated

August 17, 2016. Based on the 2040 Cost Feasible Plan, net traffic was compared to LOS ‘D’ for existing and proposed lanes. Table 6

shows all links included within the RDI are insignificantly impacted by the project under the Maximum Intensity in the year 2040.

Table 6: Level of Service – 2040 Conditions – Maximum Intensity

Road From To Lanes Capacity2040 Daily

Volume3

Traffic Assignment

Project Traffic

Total Traffic

V/C %

Impact Significant

Impact?

Meets LOS ‘D’? 4

Military Trail Lantana Road Site 6D

50,300 46,400

50% 475 46,875 0.93 0.94% NO YES

Military Trail Site Melaleuca Ln 6D 50% 475 46,875 0.93 0.94% NO YES

Net Daily Traffic: 950

3 2040 volumes are included in Appendix C. 4 A project has significant traffic: (1) when net trip increase will impact FIHS and SIS facilities which are already exceeding the adopted LOS or cause the adopted LOS for FIHS or SIS facilities to be exceeded; andor (2) where net trip increase impacting roads not on the FIHS or SIS is greater than one percent (1%) for volume to capacity ratio (v/c) of 1.4 or more, two percent (2%) for v/c of 1.2 or more and three percent (3%) for v/c of less than 1.2 of the level of service "D" capacity on an AADT basis of the link affected up to the limits set forth in this table. The laneage shall be as shown on the MPO’s latest adopted LRTP.

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2017-05-17_Rorabeck's Property _CPA Traffic Study Page 11

VII. CONCLUSION

There is a proposal for a land use change of ±22.59 acres located on the west side of Military Trail, about

0.6 mile north of Lantana Road in unincorporated Palm Beach County (PBC), Florida. The proposal is to

change the current Future Land Use from the current Low Residential, 3 unit per acre (LR-3) and Medium

Residential, 5 units per acre (MR-5) to High Residential, 8 units per acre (HR-8) and High Residential, 12

units per acre (HR-12). The proposed requested land use change will allow a maximum density and

intensity of 181 Single Family homes. The proposed land use would be expected to generate a maximum

of 950 additional external net Daily trips. Appendix D includes a copy of the Development Potential Form

– 2016 Future Land Use Atlas Amendment Application while Appendix E includes the latest Policy 3.5-d

Traffic approval for the site.

The proposed changes to the Rorabeck’s Property have been evaluated following FLUE Policy 3.5-d of the

PBC Comprehensive Plan. This analysis shows the proposed Future Land Use Amendment will be in

compliance with Policy 3.5-d of the Land Use Element of the PBC Comprehensive Plan.

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Appendix A: Property Appraiser and Survey

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Location Address 5253 S MILITARY TRL

Municipality UNINCORPORATED

Parcel Control Number 00-42-44-36-08-009-0030

Subdivision S/D OF 36-44-42, NW 1/4

Official Records Book 27012 Page 1578

Sale Date AUG-2014

Legal Description S/D OF 36-44-42, NW 1/4 N 350 FT OF TR 9 (LESS E 67 FT S MILITARY TRL R/W)

OwnersAMKBJ PARTNERS LTD LLLP

Mailing address

7457 PARK LN WELLINGTON FL 33449 6702

Sales Date Price OR Book/Page Sale Type OwnerAUG-2014 $850,000 27012 / 01578 WARRANTY DEED AMKBJ PARTNERS LTD LLLPAPR-2014 $250,100 26699 / 00067 CERT OF TITLE LENDING HOUSE INCOCT-2013 $10 26408 / 01994 QUIT CLAIM GORDON ERIC RMAR-2000 $395,000 11676 / 01955 WARRANTY DEED GORDON ERIC &FEB-1989 $750,000 06018 / 00130 WARRANTY DEED

12

No Exemption Information Available.

Number of Units 0 *Total Square Feet 5078 Acres 4.8303

Use Code 6900 - AG Classification ORN/MISC AGRI Zoning AR - Agricultural Residential ( 00-

UNINCORPORATED )

Tax Year 2016 2015 2014Improvement Value $220,148 $185,158 $130,044

Land Value $483,030 $483,030 $222,530

Total Market Value $703,178 $668,188 $352,574

All values are as of January 1st each year

Tax Year 2016 2015 2014Assessed Value $623,054 $668,188 $352,574

Exemption Amount $0 $0 $0

Taxable Value $623,054 $668,188 $352,574

Tax Year 2016 2015 2014Ad Valorem $11,203 $12,424 $6,629

Non Ad Valorem $1,268 $1,270 $708

Total tax $12,471 $13,694 $7,337

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Location Address 5495 S MILITARY TRL

Municipality UNINCORPORATED

Parcel Control Number 00-42-44-36-08-010-0000

Subdivision S/D OF 36-44-42, NW 1/4

Official Records Book 11110 Page 0525

Sale Date MAY-1999

Legal Description S/D OF 36-44-42, NW 1/4 TR 10 & S 1/2 OF TR 16 (LESS E 67 FT S MILITARY TRL R/W)

OwnersRORABECKS PLANTS & PRODUCE INC

Mailing address

5539 S MILITARY TRL LAKE WORTH FL 33463 6934

Sales Date Price OR Book/Page Sale Type OwnerMAY-1999 $650,000 11110 / 00525 WARRANTY DEED RORABECKS PLANTS & PRODUCE INCMAY-1988 $100 05678 / 00148 QUIT CLAIM FEB-1986 $100 09761 / 00924 QUIT CLAIM

No Exemption Information Available.

Number of Units 0 *Total Square Feet 0 Acres 15.0989

Use Code 6900 - AG Classification ORN/MISC AGRI Zoning AR - Agricultural Residential ( 00-

UNINCORPORATED )

Tax Year 2016 2015 2014Improvement Value $0 $0 $0

Land Value $1,132,418 $754,945 $724,500

Total Market Value $1,132,418 $754,945 $724,500

All values are as of January 1st each year

Tax Year 2016 2015 2014Assessed Value $52,846 $52,846 $50,715

Exemption Amount $0 $0 $0

Taxable Value $52,846 $52,846 $50,715

Tax Year 2016 2015 2014Ad Valorem $950 $983 $953

Non Ad Valorem $840 $816 $771

Total tax $1,790 $1,799 $1,724

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Location Address DOW LN

Municipality UNINCORPORATED

Parcel Control Number 00-42-44-36-08-016-0060

Subdivision S/D OF 36-44-42, NW 1/4

Official Records Book 09552 Page 1743

Sale Date SEP-1996

Legal Description S/D OF 36-44-42, NW 1/4 W 190 FT OF E 240 FT OF N 1/2 OF TR 16 (LESS E 17 FT SR 809 RD R/W)

OwnersRORABECKS PLANTS AND

Mailing address

PRODUCE INC 5539 S MILITARY TRL

LAKE WORTH FL 33463 6934

Sales Date Price OR Book/Page Sale Type OwnerSEP-1996 $100 09552 / 01743 WARRANTY DEED RORABECKS PLANTS ANDSEP-1996 $130,000 09479 / 01383 WARRANTY DEED SEP-1989 $150,000 06201 / 00610 WARRANTY DEED APR-1987 $125,000 05244 / 01338 WARRANTY DEED

No Exemption Information Available.

Number of Units 0 *Total Square Feet 0 Acres 1.3585

Use Code 6900 - AG Classification ORN/MISC AGRI Zoning AR - Agricultural Residential ( 00-

UNINCORPORATED )

Tax Year 2016 2015 2014Improvement Value $0 $0 $0

Land Value $384,638 $384,638 $384,638

Total Market Value $384,638 $384,638 $384,638

All values are as of January 1st each year

Tax Year 2016 2015 2014Assessed Value $4,451 $4,451 $4,451

Exemption Amount $0 $0 $0

Taxable Value $4,451 $4,451 $4,451

Tax Year 2016 2015 2014Ad Valorem $80 $83 $84

Non Ad Valorem $93 $90 $90

Total tax $173 $173 $174

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Location Address 4556 DOW LN

Municipality UNINCORPORATED

Parcel Control Number 00-42-44-36-08-016-0090

Subdivision S/D OF 36-44-42, NW 1/4

Official Records Book 25598 Page 1234

Sale Date OCT-2012

Legal Description S/D OF 36-44-42, NW 1/4 W 130 FT OF E 370 FT OF S 1/2 OF N 1/2 OF TR 16

OwnersRANGER CLAIRERANGER MICHEL &

Mailing address

4551 DOW LN LAKE WORTH FL 33463 6011

Sales Date Price OR Book/Page Sale Type OwnerOCT-2012 $20,000 25598 / 01234 WARRANTY DEED RANGER MICHEL &

No Exemption Information Available.

Number of Units 0 *Total Square Feet 0 Acres 0.51

Use Code 0000 - VACANT Zoning AR - Agricultural Residential ( 00-UNINCORPORATED )

Tax Year 2016 2015 2014Improvement Value $0 $0 $0

Land Value $34,946 $30,388 $24,310

Total Market Value $34,946 $30,388 $24,310

All values are as of January 1st each year

Tax Year 2016 2015 2014Assessed Value $29,415 $26,741 $24,310

Exemption Amount $0 $0 $0

Taxable Value $29,415 $26,741 $24,310

Tax Year 2016 2015 2014Ad Valorem $568 $525 $457

Non Ad Valorem $47 $45 $45

Total tax $615 $570 $502

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Location Address 4551 DOW LN

Municipality UNINCORPORATED

Parcel Control Number 00-42-44-36-08-016-0110

Subdivision S/D OF 36-44-42, NW 1/4

Official Records Book 14852 Page 1855

Sale Date FEB-2003

Legal Description S/D OF 36-44-42, NW 1/4 W 140 FT OF E 380 FT OF N 1/4 OF TR 16

OwnersRANGER CLAIRERANGER MICHEL &

Mailing address

4551 DOW LN LAKE WORTH FL 33463 6011

Sales Date Price OR Book/Page Sale Type OwnerFEB-2003 $120,000 14852 / 01855 WARRANTY DEED RANGER MICHEL &APR-2002 $10 13666 / 01159 QUIT CLAIM COVINO DONALD PNOV-1999 $84,000 11487 / 00259 WARRANTY DEED COVINO DONALD POCT-1999 $75,000 11414 / 01368 WARRANTY DEED OCT-1999 $100 11414 / 01367 QUIT CLAIM

12

Exemption Applicant/Owner Year DetailRANGER MICHEL 2016

Number of Units 1 *Total Square Feet 2516 Acres 0.55

Use Code 0100 - SINGLE FAMILY Zoning AR - Agricultural Residential ( 00-

UNINCORPORATED )

Tax Year 2016 2015 2014Improvement Value $162,736 $165,673 $119,645

Land Value $34,946 $30,388 $24,310

Total Market Value $197,682 $196,061 $143,955

All values are as of January 1st each year

Tax Year 2016 2015 2014Assessed Value $134,665 $133,729 $132,668

Exemption Amount $50,000 $50,000 $50,000

Taxable Value $84,665 $83,729 $82,668

Tax Year 2016 2015 2014Ad Valorem $1,699 $1,745 $1,744

Non Ad Valorem $399 $396 $398

Total tax $2,098 $2,141 $2,142

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Appendix B: 2016 Link Counts

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Palm Beach County2016 Historic Traffic Growth Table

STA ROAD FROM TO LANES 2011 2012 2013 2014 2-WAY NB/EB SB/WB 2-WAY NB/EB SB/WB

DAILY TRAFFIC VOLUMES 2016 AM PEAK HOUR 2016 PM PEAK HOUR

2015 GRDATE

2016 DAILY

VOLLOS

4677 2ND AVE NW Lake Worth Rd Congress Ave 2 5610 5493 6047 6256 3.40% 483 277 219 559 222 3456036 4/4/2016 6685880

4679 2ND AVE NW Congress Ave Boutwell Rd 2 4268 4158 4176 4517 6.02% 316 119 209 569 363 2144805 3/2/2016 4977880

4631 6TH AVE S Congress Ave Sunset Ave 4D 26345 29595 29188 29480 2.00% 2493 1641 936 2604 1123 148928494 3/7/2016 309731960

4205 6TH AVE S Sunset Ave I-95 4D 34338 34273 31829 33195 3.92% 2975 1643 1406 3015 1435 172433483 1/6/2016 357251960

4307 6TH AVE S I-95 SR 805 (Dixie Hwy) 4D 26405 26931 27394 27896 3.09% 2284 923 1364 2284 1270 110029872 1/6/2016 300131770

4643 10TH AVE N Jog Rd Haverhill Rd 4D 14139 13882 14539 14272 1.57% 1187 522 682 1256 646 61014577 2/24/2016 152331960

4601 10TH AVE N Haverhill Rd Military Tr 5 21229 21682 21808 2.07% 1813 964 850 1882 841 104921786 3/7/2016 231921770

4603 10TH AVE N Military Tr Kirk Rd 5 25842 26602 27381 26705 0.15% 1754 1002 752 2059 972 109626370 3/7/2016 275081960

4653 10TH AVE N Kirk Rd Congress Ave 5 29690 31204 31836 31996 0.71% 1899 1216 707 2492 1054 144031960 3/8/2016 325201960

4203 10TH AVE N Congress Ave I-95 5 41960 40405 41274 44441 3.75% 3170 1630 1580 3072 1464 164045255 3/2/2016 460891770

4303 10TH AVE N I-95 N A St 5 29966 30166 31913 33252 4.93% 2512 1058 1454 2679 1456 126134922 3/2/2016 368711770

4805 10TH AVE N N A St US 1 5 19605 20450 21429 21813 2.55% 1545 762 790 1716 913 80322842 3/2/2016 231111770

4805 10TH AVE N N A St US 1 5 19605 20450 21429 21813 2.55% 1545 762 790 1716 913 80322842 3/2/2016 231111770

5621 23RD AVE Military Tr E Country Rd 2 11246 11124 10671 11640 5.97% 1157 694 463 1109 509 61512929 3/8/2016 126981140

5617 23RD AVE E Country Rd Congress Ave 2 12459 12815 12425 13698 4.82% 1249 730 519 1217 542 68513457 3/8/2016 143081140

5603 23RD AVE Congress Ave I-95 2 12719 12999 12362 13562 5.39% 1321 705 616 1270 649 64113739 3/7/2016 14470880

5305 23RD AVE I-95 Seacrest Blvd 2 14088 13957 13204 12827 1.24% 1178 645 533 1165 652 54412932 3/9/2016 13703880

5811 23RD AVE Seacrest Blvd US-1 2 8358 7977 7750 8638 5.24% 636 315 321 785 370 4158857 3/7/2016 9033810

Wednesday, July 27, 2016 Page 1 of 33

Source: Palm Beach County Traffic Division 2016 Historic Traffic Growth Table

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STA ROAD FROM TO LANES 2011 2012 2013 2014 2-WAY NB/EB SB/WB 2-WAY NB/EB SB/WB

DAILY TRAFFIC VOLUMES 2016 AM PEAK HOUR 2016 PM PEAK HOUR

2015 GRDATE

2016 DAILY

VOLLOS

5658 CONGRESS AVE Boynton Beach Blvd Old Boynton Rd 6D 43496 38580 39094 39255 0.30% 1995 850 1213 3366 2024 152738263 2/8/2016 394432680

5206 CONGRESS AVE Old Boynton Rd Gateway Blvd 6D 41846 43421 38728 36003 -0.78% 1937 807 1185 3172 1900 127236914 4/4/2016 378262680

4610 CONGRESS AVE Gateway Blvd Hypoluxo Rd 6D 32551 28605 27877 27792 1.80% 2069 1141 1042 2482 1348 113428960 2/22/2016 294132940

4600 CONGRESS AVE Hypoluxo Rd Lantana Rd 4D 26016 23402 23464 23327 2.27% 1860 951 909 2140 1116 102423246 1/6/2016 250971960

4624 CONGRESS AVE Lantana Rd JFK Dr 6D 31708 33356 2.71% 2659 1402 1257 2856 1298 159535206 1/6/2016 343602940

4626 CONGRESS AVE JFK Dr 6th Ave S 6D 35309 34916 34374 1.07% 2668 1091 1621 2929 1620 134735163 3/7/2016 360542940

4622 CONGRESS AVE 6th Ave S Lake Worth Rd 6D 36067 35684 35938 38653 357122680

4620 CONGRESS AVE Lake Worth Rd French Ave 6D 38798 33583 34031 36085 354002680

4604 CONGRESS AVE French Ave 10th Ave N 6D 38759 38801 39201 40836 0.36% 2709 1282 1473 3232 1645 159138733 3/7/2016 396282940

4210 CONGRESS AVE 10th Ave N Forest Hill Blvd 6D 34771 35341 34116 35570 2.55% 2866 1507 1391 3292 1525 182134955 3/7/2016 367962680

3644 CONGRESS AVE Forest Hill Blvd Summit Blvd 6D 28223 27749 26780 29533 2.23% 2527 1376 1151 2737 1235 152326658 3/7/2016 286092680

3674 CONGRESS AVE Summit Blvd Gun Club Rd 6D 32801 32276 31798 34957 3.90% 3442 2106 1336 3314 1320 199433418 3/9/2016 356652680

3618 CONGRESS AVE Gun Club Rd Southern Blvd 6D 32312 32219 32070 33265 2.36% 3371 1959 1412 3293 1283 203733642 2/22/2016 343902940

3668 CONGRESS AVE Turnage Blvd (PBIA) Belvedere Rd 2 5292 5080 5147 3943 -6.55% 148 54 95 256 111 1853374 4/4/2016 42001140

3606 CONGRESS AVE Belvedere Rd Okeechobee Blvd 4D 17000 15424 13978 8.39% 1193 585 615 1739 826 91315323 2/29/2016 178021770

3305 CONGRESS AVE Okeechobee Blvd Palm Beach Lakes Bl 4D 16446 15895 16175 17469 7.63% 1417 793 642 1789 1092 72717673 3/14/2016 201681770

3930 CONGRESS AVE Palm Beach Lakes Blvd Presidential Way 5 16459 16908 15575 17231 6.50% 1414 697 721 1729 924 80617099 4/4/2016 188131960

3928 CONGRESS AVE Presidential Way 45th St 5 15610 16227 15622 16245 7.72% 1504 752 776 1787 994 80218929 2/3/2016 195241960

2308 CONGRESS AVE 45th St MLK Blvd 6D 24360 25893 23241 21500 2.74% 2018 963 1090 2297 1081 121625291 1/25/2016 252022680

2618 CONGRESS AVE MLK Blvd Blue Heron Blvd 4D 19112 17589 17541 17141 2.30% 1293 664 663 1766 925 84519670 1/25/2016 187811770

2622 CONGRESS AVE Blue Heron Blvd Silverbeach Rd 4D 20763 19469 21667 22502 4.19% 1579 690 895 2062 1071 99122390 4/4/2016 245091770

Wednesday, July 27, 2016 Page 8 of 33

Source: Palm Beach County Traffic Division 2016 Historic Traffic Growth Table

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STA ROAD FROM TO LANES 2011 2012 2013 2014 2-WAY NB/EB SB/WB 2-WAY NB/EB SB/WB

DAILY TRAFFIC VOLUMES 2016 AM PEAK HOUR 2016 PM PEAK HOUR

2015 GRDATE

2016 DAILY

VOLLOS

3655 GUN CLUB RD Kirk Rd Congress Ave 5 11413 10567 10903 11743 2.77% 1135 500 635 1229 463 80011215 3/9/2016 118331960

5604 HAGEN RANCH RD W Atlantic Ave Lake Ida Rd 4D 16100 16704 15678 15230 2.37% 1110 376 772 1424 761 67616220 1/25/2016 168181960

5646 HAGEN RANCH RD Lake Ida Rd Pipers Glen Blvd 4D 13789 14194 13404 13679 3.00% 1067 367 700 1252 642 61012896 1/25/2016 146491960

5600 HAGEN RANCH RD Pipers Glen Blvd Boynton Beach Blvd 4D 20324 19028 19180 17854 0.60% 1444 596 848 1805 1168 66417559 1/13/2016 195281770

5214 HAGEN RANCH RD Boynton Beach Blvd Gateway Blvd 2 9981 9968 9783 9140 0.66% 964 276 709 939 672 2779600 4/5/2016 9979880

4666 HAGEN RANCH RD Gateway Blvd Hypoluxo Rd 2 10287 10813 10286 10835 4.94% 1782 1055 731 1014 630 40010990 2/1/2016 118881140

4668 HAGEN RANCH RD Hypoluxo Rd Lantana Rd 2 9783 9755 9788 10096 -0.22% 1088 641 448 951 456 5059576 2/8/2016 9723810

4674 HAVERHILL RD Hypoluxo Rd Lantana Rd 2 10015 9385 10265 9931 3.48% 1197 374 846 1033 625 43011353 2/1/2016 11376880

4672 HAVERHILL RD Lantana Rd Melaleuca Ln 2 12869 12681 13314 13410 1.35% 1339 721 620 1298 665 64913527 2/22/2016 13860810

4646 HAVERHILL RD Melaleuca Ln Lake Worth Rd 2 12868 12300 12531 12362 2.96% 1018 553 465 1253 639 64912276 5/23/2016 13678880

4638 HAVERHILL RD Lake Worth Rd 10th Ave N 5 15892 16707 15967 16273 3.99% 1266 509 765 1518 785 74518786 3/14/2016 179561960

4656 HAVERHILL RD 10th Ave N Cresthaven Blvd 5 19650 19864 20660 21099 3.92% 1875 939 983 1910 975 94522017 3/14/2016 231861770

4642 HAVERHILL RD Cresthaven Blvd Purdy Ln 5 20069 21156 20569 21681 4.45% 2035 970 1065 1917 921 104622184 3/15/2016 234381960

4224 HAVERHILL RD Purdy Ln Forest Hill Blvd 5 24307 24933 22020 22920 4.57% 2063 1153 910 2123 1050 109122762 3/15/2016 251791960

3640 HAVERHILL RD Forest Hill Blvd Summit Blvd 5 23568 25206 25573 26166 3.20% 2234 1240 994 2428 1099 132926230 3/14/2016 281041960

3634 HAVERHILL RD Summit Blvd Southern Blvd 5 22156 21282 21075 24290 5.64% 1991 1126 882 2215 919 132423214 2/22/2016 248461960

3608 HAVERHILL RD Southern Blvd Belvedere Rd 5 18654 20557 20571 22882 4.46% 1721 872 849 2085 957 112822190 2/22/2016 234461770

3604 HAVERHILL RD Belvedere Rd Okeechobee Blvd 5 19388 20793 19241 21750 4.73% 1594 843 766 1886 857 102921666 2/24/2016 221001770

3600 HAVERHILL RD Okeechobee Blvd Community Dr 5 26575 25165 22595 25797 5.51% 1880 934 947 2284 1129 116525998 1/5/2016 265421770

3672 HAVERHILL RD Community Dr Roebuck Rd 5 22088 20948 19200 20591 4.96% 1575 726 859 1895 871 102422121 2/3/2016 222011960

3622 HAVERHILL RD Roebuck Rd 45th St 5 25719 25896 24592 26034 6.44% 2436 1395 1059 2647 1125 154327771 2/3/2016 296541960

Wednesday, July 27, 2016 Page 13 of 33

Source: Palm Beach County Traffic Division 2016 Historic Traffic Growth Table

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STA ROAD FROM TO LANES 2011 2012 2013 2014 2-WAY NB/EB SB/WB 2-WAY NB/EB SB/WB

DAILY TRAFFIC VOLUMES 2016 AM PEAK HOUR 2016 PM PEAK HOUR

2015 GRDATE

2016 DAILY

VOLLOS

3202 HAVERHILL RD 45th St Beeline Hwy 2 14655 12707 13335 12419 4.18% 1152 592 586 1333 565 78514643 2/3/2016 15078880

4648 HIGH RIDGE RD Gateway Blvd Hypoluxo Rd 2 6494 6529 6335 6325 4.00% 880 402 488 733 426 3106527 2/10/2016 7125880

2307 HOLLY DR Military Tr SR 811 2 6554 5848 6572 6535 3.11% 860 357 503 657 345 3466539 2/23/2016 7205880

2105 HOOD RD Jog Road Central Blvd 2 7906 7427 7751 8428 10.25% 1530 851 679 928 408 52010325 2/10/2016 103881140

2611 HOOD RD Central Blvd Military Tr 4D 10520 10409 10676 12043 13.47% 1993 1002 991 1462 655 83714060 2/10/2016 155981770

2213 HOOD RD Military Tr SR 811 4D 13757 13898 14255 15373 7.32% 1523 876 680 1698 937 98616490 2/10/2016 176221960

2613 HOOD RD SR-811 Prosperity Farms Rd 2 5855 5306 5512 5939 6.18% 502 231 315 588 326 2896477 2/10/2016 6598880

7041 HOOKER HWY SR 715 SR 80 2 6502 4628 4677 403 156 247 338 158 1894461 3/2/2016 4547880

4411 HYPOLUXO RD SR-7 Lyons Rd 4D 7848 8768 9276 9741 4.04% 940 413 588 986 640 3709710 2/1/2016 104471960

4683 HYPOLUXO RD Lyons Rd Fl Turnpike 4D 13998 14385 15248 16484 6.10% 1507 616 915 1649 990 67516237 2/1/2016 182121960

4685 HYPOLUXO RD Fl Turnpike Hagen Ranch Rd 4D 20563 20525 21075 23292 5.00% 2078 1226 898 2231 1068 120222673 2/1/2016 243961960

4671 HYPOLUXO RD Hagen Ranch Rd Jog Rd 4D 21263 22547 23608 24704 2.02% 2269 1313 971 2272 1100 119124215 2/8/2016 250691960

4629 HYPOLUXO RD Jog Rd Haverhill Rd 6D 23922 26501 27476 28979 4.22% 2690 1406 1327 2791 1334 145730344 2/1/2016 311042940

4681 HYPOLUXO RD Haverhill Rd Military Tr 6D 32482 33129 35378 35757 1.93% 3048 1996 1113 3336 1505 189037516 2/1/2016 374692940

4607 HYPOLUXO RD Military Tr Lawrence Rd 6D 38274 39743 39679 40357 3.74% 3530 1997 1554 3756 1791 203642197 2/1/2016 442972940

4621 HYPOLUXO RD Lawrence Rd Congress Ave 6D 38060 35898 36229 38204 3.87% 2939 1871 1153 3566 1491 207541057 2/22/2016 405962680

4211 HYPOLUXO RD Congress Ave I-95 6D 38228 40619 40517 39543 3.98% 3648 2412 1236 3757 1548 233644434 2/10/2016 455522940

4313 HYPOLUXO RD I-95 Seacrest Blvd 5 32547 32336 31273 32151 4.90% 2415 1202 1332 2940 1517 143534579 2/10/2016 361041770

4809 HYPOLUXO RD Seacrest Blvd Dixie Hwy 5 15933 15913 13959 15281 6.55% 1004 489 530 1440 708 77317130 2/10/2016 168841770

1605 INDIAN CREEK BLVD Central Blvd Military Tr 4D 11880 12162 11887 12136 3.01% 1144 779 361 1181 534 67012329 2/2/2016 129931960

1615 INDIAN CREEK BLVD Toney Penna Dr Maplewood Dr 4D 20605 16809 20153 16160 -0.57% 1695 950 745 2105 835 127517785 2/2/2016 198091960

Wednesday, July 27, 2016 Page 14 of 33

Source: Palm Beach County Traffic Division 2016 Historic Traffic Growth Table

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STA ROAD FROM TO LANES 2011 2012 2013 2014 2-WAY NB/EB SB/WB 2-WAY NB/EB SB/WB

DAILY TRAFFIC VOLUMES 2016 AM PEAK HOUR 2016 PM PEAK HOUR

2015 GRDATE

2016 DAILY

VOLLOS

2107 JOG RD PGA Bl Hood Rd 2 9257 9172 7140 9961 13.19% 946 325 621 868 522 39110721 2/10/2016 103531140

2106 JOG RD Hood Rd Donald Ross Rd 2 2706 3035 3111 3428 13.70% 705 300 410 346 212 1463961 2/29/2016 45731140

6420 JUDGE WINIKOFF RD Sandpoint Ter SR 7 4D 10089 9401 10057 10501 -2.31% 972 662 319 834 339 49510464 1/6/2016 93751960

1404 JUPITER FARMS RD Indiantown Rd South of Indiantown 2 10368 9960 10369 10157 2.41% 913 676 249 1015 408 68110366 1/13/2016 111361140

6417 KIMBERLY BLVD SR-7 Lyons Rd 4D 6433 6054 6057 6067 1.14% 389 212 185 524 272 2526170 1/13/2016 62671960

4652 KIRK RD Melaleuca Ln Lake Worth Rd 2 6665 7008 6886 7187 4.50% 520 285 259 712 334 3986791 3/2/2016 7859880

4630 KIRK RD Lake Worth Rd 10th Ave N 2 7618 7762 8858 9115 3.07% 691 251 456 861 460 4299240 3/2/2016 9699880

4664 KIRK RD 10th Ave N Purdy Ln 2 11345 11914 12297 12617 1.71% 1003 426 577 1186 596 59012213 3/9/2016 12939880

4208 KIRK RD Purdy Ln Forest Hill Blvd 5 15383 15300 15964 15933 2.56% 1283 835 451 1540 713 84216029 3/9/2016 172231960

3656 KIRK RD Forest Hill Blvd Summit Blvd 2 9307 9452 9348 10082 5.87% 835 491 358 1223 534 6949611 3/9/2016 11093880

3662 KIRK RD Summit Blvd Gun Club Rd 2 9400 9825 9277 10512 5.06% 982 532 454 1095 516 58210675 3/9/2016 10759880

3614 KIRK RD Gun Club Rd Southern Blvd 4D 9728 10231 9866 10460 1.99% 1011 526 495 960 540 44710020 2/22/2016 104681770

2617 KYOTO GARDENS DR Military Tr Alt A1A/SR 811 4D 7650 7677 8112 6.06% 638 443 195 1252 322 9318924 2/10/2016 91581960

2843 KYOTO GARDENS DR Alt A1A/SR 811 Lake Victoria Garden 2 5805 5747 6101 3.64% 171 126 45 647 243 4086661 2/10/2016 6397880

4815 LAKE AVE Federal Hwy (US-1) Dixie Hwy (SR 805) 2 8164 7923 8973 8300 -1.42% 568 568 522 5228410 3/2/2016 8597810

4801 LAKE AVE A1A Lucerne Ave 4 14678 14704 21093 15436 -5.97% 1050 730 320 1527 575 95216111 3/2/2016 175361680

5649 LAKE IDA RD Hagen Ranch Rd Jog Rd 2 7608 8099 7974 7703 1.12% 610 351 266 754 316 4577536 2/22/2016 8245880

5653 LAKE IDA RD Jog Rd El Clair Ranch Rd 2 10463 10261 10354 9485 2.98% 812 416 396 1012 473 56510969 2/22/2016 11308880

5651 LAKE IDA RD El Clair Ranch Rd Military Tr 2 10730 10496 11164 11230 3.75% 918 467 467 1153 534 61911682 2/22/2016 12468880

5623 LAKE IDA RD Military Tr Barwick Rd 4D 10730 16989 16060 17918 8.26% 1567 835 736 1761 851 91419827 2/22/2016 203761960

5605 LAKE IDA RD Barwick Rd Congress Ave 4D 26590 25346 34146 27562 -5.85% 2383 1485 904 2433 1074 135928271 2/1/2016 284991960

Wednesday, July 27, 2016 Page 17 of 33

Source: Palm Beach County Traffic Division 2016 Historic Traffic Growth Table

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STA ROAD FROM TO LANES 2011 2012 2013 2014 2-WAY NB/EB SB/WB 2-WAY NB/EB SB/WB

DAILY TRAFFIC VOLUMES 2016 AM PEAK HOUR 2016 PM PEAK HOUR

2015 GRDATE

2016 DAILY

VOLLOS

5307 LAKE IDA RD Congress Ave Swinton Ave 4D 19039 18714 18919 19988 3.12% 1753 1058 695 1961 921 105421542 2/22/2016 207471960

3445 LAKE WORTH RD South Shore Blvd 120th Av 2 11702 11928 12218 3.33% 1065 568 525 1121 560 59012221 2/10/2016 131611140

4409 LAKE WORTH RD 120th Av Isles Bl 4D 14905 14438 14670 14802 2.77% 1439 770 669 1522 705 85114871 1/19/2016 159231960

4407 LAKE WORTH RD Isles Bl SR-7 4D 27291 25757 26599 26600 1.41% 2331 1321 1010 2448 1107 135126672 1/19/2016 277391960

4401 LAKE WORTH RD SR 7 Lyons Rd 6D 32355 30743 34794 37381 5.61% 2991 1779 1238 3135 1655 183038065 4/5/2016 409902680

4103 LAKE WORTH RD Lyons Rd Florida Turnpike 6D 43096 3650 2187 1481 3882 1798 210142333 1/19/2016 443332940

4201 LAKE WORTH RD Florida Turnpike Pinehurst Dr 6D 36088 33882 32373 38071 7.18% 3089 1362 1776 3406 1849 155739166 1/19/2016 398642680

4645 LAKE WORTH RD Pinehurst Dr Jog Rd 6D 45824 46319 45280 46404 1.77% 3210 1468 1752 3931 2020 194546028 1/19/2016 477222680

4609 LAKE WORTH RD Jog Rd Sherwood Forest Blv 6D 42095 42832 43942 45141 3.37% 3207 1617 1613 3960 2084 188345661 2/17/2016 485382940

4673 LAKE WORTH RD Sherwood Forest Blvd Haverhill Rd 6D 40888 39963 42056 43131 1.67% 2946 1528 1420 3437 1710 177641210 3/9/2016 442002680

4627 LAKE WORTH RD Haverhill Rd Military Tr 6D 42224 41047 42285 43957 2.48% 2953 1727 1268 3599 1774 185644371 3/9/2016 455072940

4611 LAKE WORTH RD Military Tr Kirk Rd 6D 41831 41760 43355 42870 0.91% 2988 1689 1328 3521 1648 188642951 3/7/2016 445452680

4647 LAKE WORTH RD Kirk Rd Congress Ave 6D 36874 36598 39516 38338 384152940

4651 LAKE WORTH RD Congress Ave Boutwell Rd 4D 25047 24907 24599 234151770

4403 LANTANA RD SR-7 Lyons Rd 4D 14541 14339 15127 15065 2.60% 1330 569 770 1455 766 68915574 1/20/2016 163401770

4207 LANTANA RD Lyons Rd Hagen Ranch Rd 4D 24322 23744 24473 24724 3.10% 2130 986 1163 2299 1221 108125977 3/30/2016 268221960

4669 LANTANA RD Hagen Ranch Rd Jog Rd 6D 32732 32001 30940 33772 4.54% 2953 1772 1197 3075 1513 156232219 1/20/2016 353482940

4619 LANTANA RD Jog Rd Haverhill Rd 6D 35560 36661 32471 35604 6.96% 2742 1357 1413 3245 1533 171235845 5/25/2016 397352940

4675 LANTANA RD Haverhill Rd Military Tr 6D 42410 40189 42968 42962 2.00% 3424 2099 1355 3731 1599 213342602 2/22/2016 455952940

4605 LANTANA RD Military Tr Lawrence Rd 6D 43476 42983 42888 43125 1.94% 3579 2214 1365 3589 1514 213141854 2/22/2016 454292940

4665 LANTANA RD Lawrence Rd Congress Ave 6D 46019 43577 44741 45050 3.02% 3848 2398 1450 3946 1628 234347054 2/22/2016 489242940

Wednesday, July 27, 2016 Page 18 of 33

Source: Palm Beach County Traffic Division 2016 Historic Traffic Growth Table

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STA ROAD FROM TO LANES 2011 2012 2013 2014 2-WAY NB/EB SB/WB 2-WAY NB/EB SB/WB

DAILY TRAFFIC VOLUMES 2016 AM PEAK HOUR 2016 PM PEAK HOUR

2015 GRDATE

2016 DAILY

VOLLOS

4623 LANTANA RD Congress Ave High Ridge Rd 6D 43534 41581 40899 41706 3.16% 3544 2154 1399 3620 1483 215041390 1/6/2016 449052940

4209 LANTANA RD High Ridge Rd I-95 4D 44632 42602 41998 3.26% 3492 2141 1448 3463 1441 207243805 2/22/2016 462431770

4311 LANTANA RD I-95 Redding Dr 5 38451 36564 32881 4.82% 2818 1447 1371 2890 1531 135937424 2/22/2016 378731770

4807 LANTANA RD Redding Dr Federal Hwy 5 19282 18402 14547 17127 8.75% 1110 600 489 1449 733 71819392 2/10/2016 187101770

5638 LAWRENCE RD Woolbright Rd Boynton Beach Blvd 5 7929 7282 7439 7467 1.79% 634 192 476 771 520 3017651 1/13/2016 78451960

5204 LAWRENCE RD Boynton Beach Blvd Gateway Blvd 5 14934 14764 14278 14595 2.51% 1233 333 920 1446 931 53414777 2/8/2016 153801960

4614 LAWRENCE RD Gateway Blvd Hypoluxo Rd 4D 14552 15281 15113 15618 3.13% 1829 701 1180 1507 866 64115074 2/1/2016 165781960

4608 LAWRENCE RD Hypoluxo Rd Lantana Rd 2 11679 11080 10891 10606 1.36% 929 465 464 1062 652 49311157 2/22/2016 11341880

4661 LE CHALET BLVD Jog Rd Military Tr 4D 10007 9771 9344 9132 0.21% 806 423 383 855 384 4729216 2/1/2016 94031960

5635 LINTON BLVD Jog Rd Sim Rd 4D 28535 29961 29386 30472 0.49% 2540 1547 1006 2417 1029 139729366 2/1/2016 298241770

5625 LINTON BLVD Sim Rd Military Tr 6D 26852 28793 27183 29260 2.24% 2158 1156 1002 2235 1096 116428587 2/1/2016 290472680

5607 LINTON BLVD Military Tr Homewood Blvd 6D 37118 37758 35670 39966 5.09% 2884 1385 1499 3280 1636 166739497 2/2/2016 413942940

5661 LINTON BLVD Homewood Blvd Congress Ave 6D 35655 34765 36859 39210 1.07% 2733 1521 1256 2843 1391 147739159 2/2/2016 380592940

5213 LINTON BLVD Congress Ave I-95 6D 39076 41567 40886 42194 3.78% 3103 1472 1631 3333 1822 153242863 2/3/2016 457032680

5313 LINTON BLVD I-95 10th Ave SW 6D 44595 47730 45831 47886 4.36% 3326 1825 1513 3727 1782 195048617 2/3/2016 520882680

5819 LINTON BLVD 10th Ave SW Old Dixie Hwy 6D 37853 40988 39478 40927 3.53% 2704 1651 1053 3114 1501 169240279 2/3/2016 438082680

5821 LINTON BLVD Old Dixie Hwy US 1 6D 29152 30202 30938 4.62% 2066 1142 924 2476 1084 139232088 2/16/2016 345882680

5813 LINTON BLVD US 1 Ocean Blvd 4D 14438 17815 17000 17789 4.28% 1194 577 617 1516 698 83417857 2/16/2016 192761960

5311 LOWSON BLVD Congress Ave SW 10TH Ave 4 14305 14453 14771 15077 6.28% 1310 629 681 1592 756 86816363 2/2/2016 177311860

1610 LOXAHATCHEE RIVER R Indiantown Rd Roebuck Rd 2 8302 8042 9602 8507 -2.50% 712 267 445 857 530 3369010 1/19/2016 8899880

1202 LOXAHATCHEE RIVER R Roebuck Rd PBC Boundary 2 2893 2774 3025 2917 0.13% 253 100 167 289 157 1392865 1/19/2016 30371140

Wednesday, July 27, 2016 Page 19 of 33

Source: Palm Beach County Traffic Division 2016 Historic Traffic Growth Table

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STA ROAD FROM TO LANES 2011 2012 2013 2014 2-WAY NB/EB SB/WB 2-WAY NB/EB SB/WB

DAILY TRAFFIC VOLUMES 2016 AM PEAK HOUR 2016 PM PEAK HOUR

2015 GRDATE

2016 DAILY

VOLLOS

2825 MARTIN LUTHER KING J Port Rd US 1 5 3633 3848 3775 1.26% 323 169 157 278 121 1383407 1/25/2016 39191770

4615 MELALEUCA LA Jog Rd Haverhill Rd 5 13598 14133 14384 14093 2.34% 1051 499 564 1377 668 71015332 2/8/2016 154161960

4657 MELALEUCA LA Haverhill Rd Military Tr 5 22737 22385 23619 23843 4.45% 2041 800 1270 2426 1470 95624818 2/22/2016 269161960

4617 MELALEUCA LA Military Tr Kirk Rd 5 22548 22173 23960 25172 3.38% 2252 1291 961 2295 1032 126325665 3/7/2016 264761960

4655 MELALEUCA LA Kirk Rd Congress Ave 6D 26976 26427 25964 26625 2.78% 2329 1612 721 2400 939 146126620 3/7/2016 281942940

6600 MILITARY TRL Town Center Butts Rd 6D 34576 34778 35242 36828 0.56% 3144 1952 1192 3853 1475 237835697 1/26/2016 358352680

5618 MILITARY TRL Linton Blvd Atlantic Ave 6D 38364 38426 39147 39567 0.99% 3220 887 2347 3169 2019 119139592 2/1/2016 403182680

5606 MILITARY TRL Atlantic Ave Lake Ida Rd 6D 40764 41902 42969 43744 2.33% 3282 1034 2274 3679 2246 144745250 2/9/2016 460422680

5652 MILITARY TRL Lake Ida Rd Flavor Pict Rd 6D 32581 32046 33471 34539 2.94% 2938 826 2209 3027 2022 111435479 2/22/2016 365152940

5614 MILITARY TRL Flavor Pict Rd Woolbright Rd 6D 31700 30214 31362 32814 4.16% 2870 964 1923 3185 2046 115233656 3/9/2016 354422940

5608 MILITARY TRL Woolbright Rd Boynton Beach Blvd 6D 31101 31323 33286 31237 0.47% 2839 879 1964 2826 1757 106931271 4/4/2016 337542680

5202 MILITARY TRL Boynton Beach Blvd Gateway Blvd 6D 35133 33639 33884 34212 3.54% 3058 952 2150 3299 2012 128534595 1/13/2016 376072940

4636 MILITARY TRL Gateway Blvd Hypoluxo Rd 6D 32954 31725 32946 32583 1.76% 3475 1457 2018 3009 1678 134833709 2/1/2016 347132940

4606 MILITARY TRL Hypoluxo Rd Lantana Rd 6D 31491 30535 31667 30911 1.75% 2920 1474 1459 2756 1427 133530811 2/22/2016 333592940

4632 MILITARY TRL Lantana Rd Melaleuca Ln 6D 35902 36576 36616 36585 2.23% 3244 1511 1750 3296 1731 156537727 3/7/2016 391192940

4602 MILITARY TRL Melaleuca Ln Lake Worth Rd 6D 34899 34205 35670 35405 3.52% 2936 1466 1480 3126 1593 156836403 3/7/2016 395722940

4618 MILITARY TRL Lake Worth Rd 10th Ave N 6D 41329 38863 41594 40172 1.21% 2926 1436 1506 3382 1849 153341244 3/7/2016 431242940

4650 MILITARY TRL 10th Ave N Cresthaven Blvd 6D 43621 39586 44174 42561 0.61% 3086 1526 1560 3314 1716 161243454 3/9/2016 449842940

4206 MILITARY TRL Cresthaven Blvd Forest Hill Blvd 6D 45698 44851 45305 43038 -0.43% 2910 1721 1222 3226 1528 172445554 3/9/2016 447292940

3642 MILITARY TRL Forest Hill Blvd Summit Blvd 6D 42773 42819 41440 40387 2.34% 3019 1856 1208 3124 1492 164342197 3/9/2016 444212940

3664 MILITARY TRL Summit Blvd Gun Club Rd 6D 42749 45029 41886 43700 3.78% 3150 2019 1144 3635 1686 198443230 2/29/2016 468152940

Wednesday, July 27, 2016 Page 21 of 33

Source: Palm Beach County Traffic Division 2016 Historic Traffic Growth Table

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Appendix C: 2040 Volumes

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Station Roadway From To Owner

CostFeasibleLanes

Observed2005

Counts

Observed2010

Counts

Observed2015

Counts2040 SERPM 6.5 Adjusted Volume

2040 SERPM7+ Adjusted Volume

6112 LYONS RD Broward County Line SW 18th St PBC 6D 31,352 31,256 30,462 45,000 48,6006410 LYONS RD SW 18th St Palmetto Park Rd PBC 4D 34,318 26,501 28,707 43,000 35,6006406 LYONS RD Palmetto Park Rd Glades Rd PBC 4D 30,081 22,599 28,072 38,200 28,6006404 LYONS RD Glades Rd Kimberly Rd PBC 6D 34,131 32,163 33,892 54,500 46,1006424 LYONS RD Kimberly Rd Yamato Rd PBC 6D 26,568 21,868 28,538 45,900 34,8006416 LYONS RD Yamato Rd Clint Moore Rd PBC 4D 14,896 16,080 19,936 24,200 26,7006114 LYONS RD Clint Moore Rd 158 Rd S PBC 4 7,411 6,499 14,399 21,000 13,0005406 LYONS RD 158 Rd S Atlantic Ave PBC 4 8,508 6,642 15,262 20,100 14,1005108 LYONS RD Boynton Beach Blvd Hypoluxo Rd PBC 4D 14,038 13,879 18,210 24,800 17,3004404 LYONS RD Hypoluxo Rd Lantana Rd PBC 4D 10,644 10,176 11,376 14,100 16,3004405 LYONS RD Lantana Rd Lake Worth Rd PBC 4 11,768 10,373 11,242 18,700 22,600

59268218 LYONS RD Lake Worth Rd Stribling Way PBC 2 N/A N/A N/A 26,600 13,3003462 LYONS RD Stribling Way Forest Hill Blvd PBC 2 6,691 7,344 8,711 12,400 10,6003460 LYONS RD Forest Hill Blvd Dillman Rd PBC 2 N/A 9,492 11,968 16,100 13,7003466 LYONS RD Dillman Rd Southern Blvd PBC 2 N/A 10,333 13,283 13,600 13,3002616 MAC ARTHUR BLVD Northlake Blvd Holly Dr PBC 2 7,525 7,787 8,092 5,700 4,7001616 MAPLEWOOD DR Indian Creek Blvd Toney Penna Dr JUP 2 N/A 8,614 9,526 10,400 11,2001618 MAPLEWOOD DR Toney Penna Dr Indiantown Rd JUP 4D N/A 12,423 13,254 11,300 14,7002313 MARTIN LUTHER KING JR BLVD Military Tr Congress Ave FDOT 4D 19,137 14,536 15,716 27,900 22,7002841 MARTIN LUTHER KING JR BLVD Congress Ave Australian Ave FDOT 4 19,555 17,322 17,857 26,600 31,1002813 MARTIN LUTHER KING JR BLVD Australian Ave Old Dixie Hwy FDOT 4 7,557 9,012 7,848 11,800 15,0004615 MELALEUCA LA Jog Rd Haverhill Rd PBC 5 16,217 14,559 15,332 33,700 19,7004657 MELALEUCA LA Haverhill Rd Military Tr PBC 5 26,036 23,670 24,818 48,000 29,8004617 MELALEUCA LA Military Tr Kirk Rd PBC 5 26,538 24,566 25,665 36,000 33,5004655 MELALEUCA LA Kirk Rd Congress Ave PBC 5 28,782 28,845 26,620 37,300 35,4006216 MILITARY TRL Broward Co. Line SW 18th St PBC 4D 31,074 26,894 28,051 34,300 33,5006608 MILITARY TRL SW 18th St Camino Real PBC 4D 31,577 30,195 30,690 38,100 36,8006606 MILITARY TRL Camino Real Palmetto Park Rd PBC 6D 36,522 34,289 37,775 46,600 44,4006604 MILITARY TRL Palmetto Park Rd Town Center PBC 6D 41,241 35,557 39,264 49,100 38,4006600 MILITARY TRL Town Center Butts Rd PBC 6D 37,753 32,164 35,697 43,000 36,7006612 MILITARY TRL Butts Rd Yamato Rd PBC 6D 45,284 39,750 44,394 44,700 39,7006630 MILITARY TRL Yamato Rd Clint Moore Rd PBC 6D 39,365 37,043 41,903 50,000 42,4006202 MILITARY TRL Clint Moore Rd Linton Blvd PBC 6D 40,161 33,463 36,976 44,700 37,8005618 MILITARY TRL Linton Blvd Atlantic Ave PBC 6D 45,670 36,155 39,592 49,500 40,0005606 MILITARY TRL Atlantic Ave Lake Ida Rd PBC 6D 45,683 43,677 45,250 48,000 46,9005652 MILITARY TRL Lake Ida Rd Flavor Pict Rd PBC 6D 37,259 36,487 35,479 43,500 41,0005614 MILITARY TRL Flavor Pict Rd Woolbright Rd PBC 6D 42,695 38,267 33,656 49,800 44,2005608 MILITARY TRL Woolbright Rd Boynton Beach Blvd PBC 6D 41,207 34,008 31,271 46,200 40,1005202 MILITARY TRL Boynton Beach Blvd Gateway Blvd PBC 6D 42,221 35,035 34,595 44,900 40,6004636 MILITARY TRL Gateway Blvd Hypoluxo Rd PBC 6D 42,426 31,728 33,709 55,600 45,1004606 MILITARY TRL Hypoluxo Rd Lantana Rd PBC 6D 37,560 30,647 30,811 46,600 43,5004632 MILITARY TRL Lantana Rd Melaleuca Ln PBC 6D 43,758 35,916 37,727 47,500 46,4004602 MILITARY TRL Melaleuca Ln Lake Worth Rd PBC 6D 41,024 36,175 36,403 44,000 48,9004618 MILITARY TRL Lake Worth Rd 10th Ave N FDOT 6D 48,517 42,617 41,244 56,100 58,4004650 MILITARY TRL 10th Ave N Cresthaven Blvd FDOT 6D 49,035 43,809 43,454 56,100 64,1004206 MILITARY TRL Cresthaven Blvd Forest Hill Blvd FDOT 6D 46,776 45,227 45,554 54,400 62,9003642 MILITARY TRL Forest Hill Blvd Summit Blvd FDOT 6D 48,328 44,576 42,197 59,200 62,7003664 MILITARY TRL Summit Blvd Gun Club Rd FDOT 6D 48,875 45,441 43,230 59,300 59,200

8/17/2016 S:\LRTP\2040 LRTP\Modeling\Cost Feasible Plan\2040 CF Model Volumes S65&S7 062(Plus).xlsx Page 13 of 22

Source: Palm Beach MPO 2040 Cost Feasible Volumes 8/17/2016

hanane.akif
Highlight
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Appendix D: Development Potential Form

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FLUA Development Potential Form 1 2016

DEVELOPMENT POTENTIAL FORM - 2016 FUTURE LAND USE ATLAS AMENDMENT APPLICATION

Palm Beach County Planning Division 2300 North Jog Road, WPB, FL 33411, (561) 233-5300

I. Amendment Data

Round 17-D Date May 17, 2017

Application Name Rorabeck’s Property (AKA Atlantis Reserve)

PCN 00-42-44-36-08-009-0030; 00-42-44-36-08-010-0000; 00-42-44-36-08-016-0060; 00-42-44-36-08-016-0090; 00-42-44-36-08-016-0110

Applicant AMKBJ, INC. Overlay N/A

Agent WGI Concurrent? N/A

Location West side of Military Trail, ±0.6 mile north of Lantana Road

Acres 22.59 Acres

Current Proposed

Tier Urban/Suburban Urban/Suburban

Use Agricultural; Residential; Vacant Commercial

Multi-Family Residential; CLF; Commercial

Zoning AR PUD

FLU 20.17 acres (MR-5) and 2.42 acres (LR-3)

17.11 acres (HR-8) and 5.48 acres (HR-12)

Underlying FLU N/A N/A

Conditions N/A N/A

Max Trip Generator Use: Single Family Detached Code: 210 Rate: 10

Use: Single Family Detached Code: 210 Rate: 10

Maximum DU 1 (5 du/acre x 20.17 ac) + (3 du/acre x 2.42 ac.) = 108 DU

(8 du/acre x 17.11 ac) + (12 du/acre x 5.48 ac.) = 203 DU

Maximum Beds _______ max du x 2.39 = _______ _______ max du x 2.39 = ________

Maximum SF 2, 4 ______ FAR x ______ ac. = _______ ______ FAR x ______ ac. = ________

Max Trip Generation 1,080 2,030

Conditioned DU 3, 4 ______ du/acre x ______ ac. = ______

Conditioned Beds 3, 4 _______ max du x 2.39 = ________

Conditioned SF 3, 4 ______ FAR x ______ ac. = ________

Conditioned Trip G. 3, 4

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FLUA Development Potential Form 2 2016

Notes 1. Maximum units per acre see Future Land Use Element Table III.C.1; 2. Maximum FAR see FLUE Table III.C.2 for FAR. If the site's acreage is large enough to be a planned

development, utilize the PDD maximum whether or not a PDD is proposed. 3. For applications with a voluntary condition for a maximum development potential; 4. FLUA Amendments with a concurrent zoning application must calculate maximum development potential at

the typical use & trip generation (eg. General Retail for Commercial future land uses) and in addition, calculate the trip generation for the actual proposed zoning application.

II. Traffic Information

In order to be accepted on the day of intake, the application must include a written letter from the County Engineering Department indicating compliance with Policy 3.5-d of the FLUE of the Comprehensive Plan. The letter must state if the traffic generation for the amendment meets FLUE 3.5-d at the maximum density/intensity for the proposed future land use designation or the square footage/use proposed to be assigned as a voluntary condition of approval. For more information, contact the Traffic Division at 684-4030 or visit http://www.pbcgov.com/pzb/planning/FLU.htm

Current FLU Maximum Conditioned or Concurrent

Max Trip Generation 1,080 2,030 N/A

Trip Increase Max. 950

Trip Inc. Conditioned or Concurrent

N/A

Significantly impacted roadway segments that fail Long Range

N/A None N/A

Significantly impacted roadway segments for Test 2

N/A None N/A

Traffic Consultant Dr. Juan F. Ortega, P.E. - WGI

III. Agent Information

Name Dr. Juan F. Ortega, P.E.

Company Name WGI

Address 2035 Vista Parkway

City, State, Zip West Palm Beach, FL 33409

Phone / Fax Number (561) 687 2220 / (561) 687-1110

Email Address [email protected]

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Appendix E: Policy 3.5-d Approval

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Department of Engineering

and Public Works

P.O. Box 2 1229

West Palm Beach, FL 33416-1229

(56 ! ) 684-4000

FAX: (56!) 684-4050

www.pbcgov.com

• 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

"An Equal Opporruniry

Affirmalive Action Employer"

@ printed on recycled paper

January 24, 2017

Dr. Juan F. Ortega, P.E. Wantman Group, Inc. 2035 Vista Parkway West Palm Beach, FL 33411

RE: Policy 3.5-d Review- Round 2017-D Rorabeck's Property

Dear Juan:

Palm Beach County Traffic Division has reviewed the traffic study for the proposed Future Land Use Amendment for the above referenced project, dated December 30, 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):

West side of Military Trail, +/- 0.6 mile north of Lantana Road 00-42-44-36-08-009-0030; 00-42-44-36-08-01 0-0000; 00-42-44-36-08-016-0060; -0090; -0110 22.6 acres Low Residential (LR-3); Medium Residential (MR-5) Agricultural Residential (AR) Agricultural; Residential ; Vacant; Commercial 108 Single Family Detached DUs High Residential (HR-8) Planned Unit Development (PUD) Multi-Family Residential; Congregation Living Facility (CLF); Commercial 181 Single Family Detached DUs 730 55 (14/41) AM, 66 (42/24) 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 561-684-4030 or email to [email protected] with any questions.

Sincerely,

{ltU);4#~; Quazi Sari, P.E. Senior Professional Engineer- Traffic Division

QB:DS:ac 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:ITRAFFIC\Development Review\Comp Plan\17-D\Rorabeck's Property.docx

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