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SITE SPECIFIC TRAFFIC EVALUATION II1II'1-_ n Kimley-Horn ~ U and Associates, Inc. October 20, 2005 . 4431 Embarcadero Drive West Palm Beach, Florida 33407 Masoud Atefi, MSCE Palm Beach County Engineering 160 Australian Avenue Suite 303 West Palm Beach, Florida 33416 Re: Gulf Stream Lumber 047502001 Dear Mr. Atefi: Attached is a revised traffic statement for the Gulf Stream Lumber site, located within the City of Boynton Beach Transportation Concurrency Exception Area. Based upon verbal comments that you have provided, we obtained notarized verification that the site has been operating within the last year and have also attached a copy of the business license. Furthermore, we have included a 2005 survey of the entire site and also obtained further detail of the uses on site. The site includes one 11,493 square foot building that functioned as an office and a total of 105,049 square feet of building area that served warehouse functions. The vested trip generation calculation has been revised to reflect this. We trust that this information addresses comments that you had regarding vested uses on site. Please call me if you have any questions. Sincerely, KIMLEY -HORN AND ASSOCIATES, INC. c~Z;w~e~ Transportation Engineer CWH/gb P:\0475\02001 \102005ma.doc . TEL 561 845 0665 FAX 561 863 8175 ~ __ WlI... Kimley-Horn ~ r ~ and Associates, Inc. 4431 Embarcadero Drive West Palm Beach, Florida 33407 TEL 561/845-0665 FAX 561/863-8175 Transmittal Date: October 20, 2005 Job Number: 047502001 Project Name: Gulf Stream Lumber To: Mr. Ed Breese City of Boynton Beach 100 East Boynton Beach Boulevard Boynton Beach, Florida 33435 We are sending these by IZI u.s. Mail D Other: D FedEx D Via Courier We are sending you IZI Attached D Under separate cover via the following items: D Shop Drawings D PrintsIPlans D Samples D Specifications D Change Orders D Other: Copies Date No. Description 5 5 Site Specific traffic Evaluation Copies ofletter to Masoud Atefi i i Ir," . it' t..,_ . .._u.._~[f-'~~,.;-} '~I~.1e~:: :::;::itted as chec~ ~:~~:~d as submitted . I ! I . . I i~05 Ilj D As requested D Approved as noted I D For review and comment D Returned for corrections ",:~i, \)rc DF.VElOPMFNT.l" .... -------..-........:....----Kemarks: D Resubmit D Submit D Return D Copies for approval D Copies for distribution D Corrected prints ~~w~ 'stopher W. gen, P.E. Copy to: Signed ~=n Kimley-Horn and Associates, Inc. May 18 2005 Revised July 26, 2005 Revised October 20,2005 . 4431 Embarcadero Drive West Palm Beach, Florida 33407 Mr. Ed Breese City of Boynton Beach 100 East Boynton Beach Boulevard Boynton Beach, Florida 33435 Re: Gulf Stream Lumber Site Boynton Beach, Florida 047502001 Dear Mr. Breese: Kimley-Hom and Associates, Inc. has completed a site-specific traffic evaluation of the proposed redevelopment of the Gulf Stream Lumber site. This site is located in the northwest quadrant of Woolbright Road and Federal Highway/US 1 in Boynton Beach, Florida, as shown in Figure 1. The site has served as a l4.64-acre lumber yard that contained multiple buildings. The site has been in operation within the last 5 years as documented in the attached affidavit from the former owner and copy of the 2004 business license. A survey and usage data for the buildings on site is attached to this letter. As shown in that information, the buildings on site comprised a total of 11,493 square feet of office use and 105,049 square feet of warehouse use. The site is proposed to be redeveloped to contain a mix of residential, retail, and restaurant land uses with a buildout date of 2010. The property is located within the City of Boynton Beach Transportation Concurrency Exemption Area (TCEA); therefore, the entire site, including the non-residential component, is exempt from the standard transportation concurrency requirements of the Palm Beach County Traffic Performance Standards Ordinance (TPSO). Based upon requirements for development within a TCEA set forth in Chapter L, Section 5 of the TPSO, the following traffic evaluation quantifies the trip generation, traffic assignment and traffic volumes on the site access driveways. Trip Generation The daily and peak hour traffic generation for the development was based upon trip generation rates published in the Institute of Transportation Engineers' (ITE) Trip Generation (7lh Edition). The proposed development plan consists of the following mix of land uses: . General Commercial Retail..........................................43,359 Square Feet Townhouse/Condominium .............................................20 Dwelling Units Apartment.....................................................................4 7 4 Dwelling Units 845 0665 863 8175 . . . TEL 561 FAX 561 ~=n Kimley-Horn and Associates, Inc. Mr. Ed Breese, Revised October 20, 2005, Page 2 The internal capture calculations were based upon rates from the ITE Trip Generation Handbook. Pass-by rates published by Palm Beach County were used to account for traffic already on the roadway network. The proposed development is expected to generate 4,616 net new external daily trips, 150 net new AM peak hour trips and 381 net new PM peak hour trips when compared to the vested development on site. Table 1 summarizes the daily and peak hour trips associated with the proposed project and the vested uses for the site. The 110% redevelopment credit has also been calculated for the vested uses, as shown in Table 1. Project Traffic Assignment Based upon the net traffic generation potential, it was determined that the maximum radius of development influence for Test 1 of Palm Beach County's Traffic Performance Standards is two miles. The a.rn. and p.rn. peak hour project trips were assigned to the surrounding roadway network in terms of a.rn. and p.m. peak hour external trips. Project assignment was based on the characteristics of the surrounding land uses and roadway network. Project traffic assignment and the percent impact of the project traffic impact on each roadway link are reported in Table 2. Driveway Evaluation Project traffic was assigned to the driveways serving the site. The proposed driveway volumes are depicted in Figure 2. For reference purposes, a copy of the currently proposed site plan is also attached. Following is a summary of each of the site driveways. . Western driveway on Woolbright Road- This driveway aligns with the existing signal on Woolbright Road. It is proposed to shift the signal further east to align with the eastern site driveway and an existing driveway of the shopping center on the south side of Woolbright Road. This driveway would only provide service access to the south residential tower and garage. This driveway is proposed to be right-inlright-out only and is expected to carry only minimal traffic volumes. Based upon standards contained in the Palm Beach County "Guide to Parking lot and Street Access Design Criteria and Standards", this driveway would be classified as a minor driveway. . Eastern driveway on Woolbright Road- This driveway is proposed to align with an existing driveway to the shopping center on the south side of Woolbright Road. Full access would be provided at this driveway and it is proposed to relocate the existing signal to this driveway. Based upon the expected volume of traffic, this ~=r~ Kimley-Horn and Associates, Inc. Mr. Ed Breese, Revised October 20, 2005, Page 3 would be classified as a major driveway according to Palm Beach County standards. According to these standards, dual egress lanes should be provided and the driveway throat should be a minimum of 100 feet in length. Based upon the expected volume of traffic, an exclusive eastbound left turn lane should be provided on Woolbright Road at this signalized driveway entrance. . Driveway on U.S. 1 - This driveway is proposed to align with the existing directional median opening on u.s. 1. It is proposed to function as a right-in, left-in, right- out driveway. Based upon the expected traffic volumes, it will be classified as a major driveway. The traffic volumes warrant an exclusive left turn lane on U.S. 1, which is already provided at the proposed project entrance. . Western driveway on SE lih Avenue- This driveway is proposed to provide service access to the north residential tower and garage. Full vehicular access is proposed to be provided. Because this driveway will only provide service access, the traffic volumes are expected to be minimal and this is expected to function as a minor driveway. . Eastern driveway on SE 1 ih Avenue - This driveway is proposed to provide full access for site traffic on SE lih Avenue. Based upon the volume of traffic that is expected to utilize this driveway, it is expected to be classified as a minor driveway. No additional turn lanes are expected to be necessary based upon the site traffic. Conclusion The Gulf Stream Lumber site that is proposed to be redeveloped is located within the Boynton Beach Transportation Concurrency Exception Area. Although the site is exempt from standard concurrency requirements, this traffic evaluation has been prepared to evaluate the overall trip generation assignment of traffic on surrounding roadways and the volume of traffic at the site access points. As documented in this letter, it is proposed to relocate the signal on Woolbright Road to the east concurrent with development on this site. Based upon expected site volumes, exclusive left turn lanes to serve the site driveways are warranted at the eastern site driveway on Woolbright Road in conjunction with the relocated signal and at the directional median opening on U.S. 1. No other turn lanes are expected to be required based upon County criteria. ~=~ Kimley-Horn and Associates, Inc. Mr. Ed Breese, Revised October 20, 2005, Page 4 If there are any questions regarding this analysis, please do not hesitate to call. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. f:tw~gg4a T\a~(~a/~~ngineer Florida Registration Number 58636 Engineering Business Number 696 CWH/gb Attachments Cc: Masoud Atefi, Palm Beach County Ben Campbell, Kimley-Horn and Associates, Inc. P:\0475\0200 1\1 02005eb.doc .. AFFIDAVIT STATE OF FLQRIPA c.l COUNTYOF lli\~ ~~~ ~ COMES NOW DENNIS VLASSIS, who being first duly sworn, deposes and says: 1. That he is President and Chief Operating Officer of Gulf Stream Lumber Company, a Florida corporation, which owned the property attached hereto as Exhibit "A" and by reference incorporated herein until September 1, 2005, at which time said property was conveyed to EP- Boynton, Inc. by virtue ofa Warranty Deed recorded in Official Records Book 19179, Page 1294, of the Public Records of Palm Beach County, Florida. 2. That said property was leased to A-I Trust Company of Ocala, Inc., a Florida corporation, by Lease dated June 1, 1998. 3. That such entity operated.an on-going business for the fabrication and distribution of trusses from the subject property until 2005. FURTHER AFFIANT SA YETH NOT. corporation By: Dennis Vlassis, President and Chief Operating Officer STATE OF FL~A /l" COUNTY OF Yl1...1 ~Qc}'L. The foregoing instrument was acknowledged before me this ;;) I day of September, 2005, by Dennis Vlassis, President and Chief Operating Officer of GULF STREAM LUMBER COMPANY, a Florida corporation, who is personally known to me or produced as identification. \,\111" A :~~!:X~~~ nto.in~tte Phillip~ ~::.~};: Co~mlsslon # 00300426 ',1,1'....~,~ Expires March 23, 2008 ,if,,, \ \ Bonof<l Troy FIin .lnlln......... ...., .., '-' ".... """"",,-7019 {1.~1~/~ Notary Public My Commission Expires: F:\USERS\l\Affidavi\GulfStream Lumber Affidavit.wpd ~ ~ ' Parcel 4: Commencing at the center of County Rock Road (now Federal Highway) on the North line of the South ~ of the Southeast ~ of the Southeast ~ of Section 28, Township 45 South, Range 43 East, Palm Beach County; Florida, which.point is 347 feet West of the East line of said Section 28; thence West 331.5 feet to a stake; thence South 264 feet to a stake; thence East 328.5 feet to the center of County Rock Road (now Federal Highway); thence North along center of the County Rock Road (now Federal Highway) to the Point of Beginning. LESS the South 68 feet thereof. Parcel 5: Commencing at the Dixie Highway at the crossing of the South Section line of Section .28 and running North along the County Road 165 feet; thence West 265.5 feet; thence South 165 feet; thence East 262.5 feet to the Point of Beginning (LESS South 30 feet thereof as conveyed in Deed recorded in Deed Book 1037, Page 673) all being in Section 28, Township 45 South, Range 43 East, Palm Beach County, Florida. . LESS and NOT including: The Right of Way for State Road 5 (U.s. Highway No.1) as shown in Road Plat Book 3, Page 11, Public Records of Palm Beach County, Florida, and the Right of Way for Woolbright Road (S.E. 15th Avenue) as shown in Road Plat Book 5, Page 121, Public Records of Palm Beach County, Florida. Parcel 6: Lot 6, less the existing Right of Way for U.S. Highway No.1, and the East 50 feet of Lot 13, CENTRAL PARK, according to the map or plat thereof as recorded in Plat Book 12, Page 12, Public Records of Palm Beach County, Florida. Parcel 7: Lot 12, less the East 50 feet thereof, and Lot 13, less the East 50 feet thereof, CENTRAL PARK, according to the map or plat thereof as recorded in Plat Book 12, Page 12, Public Records of Palm Beach County, Florida. LESS and EXCEPT the following: Commencing at the Northwest corner of said Lot 12; thence running East on the North line of Lot 12, 105 feet to a point; thence running South at right angles, 5 feet; thence running Westerly parallel to the North line of said Lot 12 to the West line of Lot 12; thence Northerly on the West line of Lot 12 to the Point of Beginning. Parcel 8: Lots 14 through 29, inclusive, CENTRAL PARK, according to the map or plat thereof as recorded in Plat Book 12, Page 12, Public Records of Palm Beach County, Florida. To~ether with that portion of S.E. 2nd Street (formerly Ronald Street) lying south of S.E. 12' Avenue (formerly Central Blvd.), and abandoned in Resolution No. 02-214 recorded in Official Records Book 15721, Page 820, Public Records of Palm Beach County, Florida. WPB 844412.2 .. .. Exhibit "A" Parcel 1 : A tract of land in Section 28, Township 45 South, Range 43 East, Palm Beach County, Florida, more particularly described as follows, to-wit: Beginning at a point in the South line of said Section 28 (being on Woolbright Road), said point being 229.50 feet Westerly from, measured along the South line of said Section 28, the Westerly line of U.S. Highway No.1; thence Northerly at an angle with the preceding course of 890 43' 30", measured from East to North, a distance of 165.0 feet; thence Easterly parallel to the South line of said Section 28; a distance of 41.03 feet; thence Northerly at an angle with the preceding course of 900 16' 50" measured from West to North, a distance of 221.13 feet; thence Westerly parallel to the South line of Central Park, a Subdivision of Boynton Beach, plat of which is recorded in Plat Book 12, Page 12, Public Records of Palm Beach County, Florida, a distance of 100 feet; thence Northerly at an angle with the preceding course of 890 55' 30", measured from East to North, a distance of 264.0 feet, more or less, to the South line of said Central Park; thence Westerly along the South line of said Central Park, a distance of 490.26 feet, more or less, to the Easterly Right of Way of the Florida East Coast Railway Right of Way; thence Southerly along the Easterly Right of Way line of the Florida East Coast Railway, a distance of 660.80 feet, more or less, to the South line of said Section 28; thence Easterly along the South line of said Section 28, a distance of 643.40 feet, more or less, to the Point of Beginning. Parcel 2: The West 100 feet of the South 68 feet of that certain tract of land described as follows: Commencing at the center of the County Rock Road (now Federal Highway) on the North line of the South Y:z of the Southeast % of the Southeast % of Section 28, Township 45 South, Range 43 East, Palm Beach County, Florida; thence West 331.5 feet to a stake; thence South 264 feet to a stake; thence East 328.5 feet to the center of the County Rock Road (now Federal Highway); thence North along center of the County Rock Road (now Federal Highway) to the Point of Beginning. Parcel 3: A parcel of land in the Southeast }'4 of Section 28, Township 45 South, Range 43 East, Palm Beach County, Florida, more particularly. described as follows: Beginning at the intersection of the South line of said Section 28, and Westerly Right of Way of U.S. Highway #1 as laid out and in use; thence Northerly along said West Right of Way line, a distance of 165.05 feet to a concrete monument marking the Southeast corner of the tract of land to be herein conveyed; thence continuing along said West Right of Way line a distance of 289.81 feet more or less to a point which is 196 feet South of, measured at right angles, to the South line of Central Park, a subdivision recorded in Plat Book 12, Page 12, Public Records of Palm Beach County, Florida; thence Westerly and parallel with the said South line of Central Park, a distance of 196.74 feet; thence Southerly at an angle of 900 04' 30" measured from East to South, a distance of 289.13 feet, more or less, to a point which is 165 feet North of the South line of said Section 28; thence Easterly and parallel with said South line of Section 28, a distance of 191.47 feet, more or less, to the Point of Beginning. WPB 844412.2 ".,.- 2004 FOR PROFIT CORPORATION--"- ANNUAL-REPORT (AR) DOCUMENT # 171862 1. Entity Name GULF STREAM LUMBER COMPANY FILED Feb 11, 2004 8:00 am Secretary of State 02-11-200490019011 ***150.00 Principal Place of Business 1415 S FEDERAL HWY PO BOX 160 BOYNTON BEACH FL 33425 Mailing Address t 415 S FEDERAL HWY PO BOX 160 BOYNTON BEACH FL 33425 :z. Principal Place of Business T ST. IIII~ IIIIIIIIIIII~IIIIIIIIIIII~I ~ I~ MOORE CR2E034 (11/03) 4. FEI Number 59-0693827 Applied For Not Applicable $8.75 Additional Fee Required Istentd Agent o 5. Certificate of Status Desired 7. Name and Address of New R -- .'" -. .,...- --- Name VEASSIS.,. DENNIS... _- ~ <- VLASSIS, DENNIS 1415 S. FEDERAL HWY. BOYNTON BEACH FL 33435 Street Address (P.O. Box Numper is Not Acceptable) City 1481 W. 1 RIVIERA BCH 8. The above nam d the obligations f . FL Zi'3~4 11. 0 o Delete mu VLASSIS. MARGOT IWAE 1415 S FEDERAL HWY STREET ADDflfSS BOYNTON BEACH FL 33435 CfIY - ST . ZIP f/TLE SD o Delete TITLE NAME O'NEIL, PATRICK L NAMf STREET ADDRESS 1315 S ClEVElAND-MASSILLION RD. STREET ADDRESS . CfIY.ST-ZI' COPLEY OH <<321.2175 CfIY .snlP TITtE PCOO o Delete TITU - . IWIE - - VLASSIS,'DENNIS' _.- -- -... ,_.~-- ~ 'JAME STREHADOIIESS 1415 S. FEDERAL HWY. STREET ADDRESS CfIY.Sf.lIP BOYNTON BEACH FL CITY-Sf. ZIP TITtE CCEO o Delete TITlE NAME GRAVES. S. KEITH NAME STREET ADOOESS 1315 S CLEVELAND-MASSILLON RD. STRffi AOORESS eHY.SHIP COPlEY OH 44321-2175 CllY. Sf. ZIP TITlE 0 o Delele nTlf NAME O'NEILL, PAMELA NAME smm ADOJ\ESS 1315 S CLEVB.AND-MASSILLON RD. STRill ADOllESS CllY-ST-Z1P COPLEY OH 44321.2175 CfIY. Sf. ZIP nrLE DDelele TIM NAME NAME STREET ADDRESS StREET ADOIlESS CITY - ST - ZIP CllY-ST.Z!P anging ~s registered ottice or registered agent, or both. in the State of Aorida. I am familier with. and accept ~ SIGNATURE 9. Election Campaign Rnancing Trust Fund Contribution. 0 $5.00 May Be Added to Fees ADDITIONS/CHANGES TO OFFICERS AND DIRECTORS IN 11 o Change 0 Addition o Change 0 Addl~on o Change 0 Addition . --...------.. _...-:--~-- ~---- o Change 0 Additilll1 o Change 0 Addilion o Change 0 AddUion ~i j! ..! d ~I w I") v 0 z a:: en LO v ~ I- etS N U W (j) '<; th 12.; CI) .~ '" 1: ~ .~ ~ ,g .~~..,.~ iil Ll'ia::lSLl'i& 1i5 0> 0> o ....co '0 I '" -~ NQ') ~~ ~~ ~-E ~1 S<_C r"'--N ~ U') G) ...... CL>N~g ~r- ffi ~g~~cf~ ~ gO/;n/. go/ale :no "'. 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AREA FT2 BUILDING'S USE TOTAL 1 11493 OFFICE 11493 OFFICE 2 3715 WAREHOUSE 3 16734 WAREHOUSE 4 1978 WAREHOUSE 5 14359 WAREHOUSE 6 26180 WAREHOUSE 7 7200 WAREHOUSE 8 3450 WAREHOUSE 9 3132 WAREHOUSE 10 1788 WAREHOUSE 11 721 WAREHOUSE 12 1531 WAREHOUSE 13 1546 WAREHOUSE 14 2385 WAREHOUSE 15 723 WAREHOUSE 16 6780 WAREHOUSE 17 8108 WAREHOUSE 18 1512 WAREHOUSE 19 982 WAREHOUSE 20 1806 WAREHOUSE 21 419 WAREHOUSE 105049 WAREHOUSE TABLE I GULF STREAM LUMBER SITE TRIP GENERATION Land Use Intensity Daily AM Peak Hour PM Peak Hour Trlns Total In Out Total In Out Vested Site Traffic Office 11 ,493 s.f. 252 33 29 4 38 6 32 Warehouse 105,049 s.f. 521 86 71 15 68 17 51 Subtotal 773 119 100 19 106 23 83 Internal Capture Daily AM lM Office 5% 3% 3% 12 I 1 0 1 0 I Warehouse 2% 1% 2% 12 I 0 I I I 0 Subtotal 24 2 1 1 2 1 1 Pass-By Traffic Office 5.0% 13 2 I 0 2 0 2 Warehouse 5.0% 26 4 4 I 3 1 3 Subtotal 39 6 5 1 5 1 5 1 Vested External Trips 710 111 94 17 99 21 77 Vested External Trips (with 110% redey. Credit) 781 122 103 19 109 23 85 Proposed Site Traffic Commercial Retail 43,359 s.f. 3,954 45 27 18 361 173 188 Townhouse/Condominium 20 d.u. 140 14 2 12 16 11 5 Apartment 474 d.u. 3,318 236 47 189 294 191 103 Subtotal 7,412 295 76 219 671 375 296 Internal Capture Daily AM PM Commercial Retail 4% 4% 4% 174 2 I I 14 5 9 Townhouse/Condominium 5% 1% 5% 7 0 0 0 I 0 1 Apartment 5% 1% 5% 166 2 I I 13 9 4 Subtolal 347 4 2 2 28 14 14 Pass-By Traffic Commercial Retail 44.1 % 1,668 19 11 8 153 74 79 Subtotal 1,668 19 11 8 153 74 79 Proposed External Trips 5,397 272 63 209 490 287 203 Total Driyeway Volume 7,065 291 74 217 643 361 282 Change in External Trips (proposed-Existing) (with 110% redey. Credit) 4,616 150 (40) 190 381 264 118 Note: Trip generation was calculated using the following data: Daily Traffic Generation Office [ITE 110] = T = 42.22(X) + 263.11 Warehouse Commercial Retail [P.RC.] = Ln(T) = 0.64 Ln(X) + 5.87 Townhouse/Condominium [P.RC.] = T = 7 trips per dwelling unit Apartment [P.RC.] = T = 7 trips per dwelling unit AM Peak Hour Traffic Generation General Light Industrial [ITE 110] = T = 7.51 trips per acre; (83% in, 17% out) Commercial Retail [P.RC.] = T = 1.03 trips per 1,000 s.f.; (61% in, 39"10 out) Townhouse/Condominium [P.B.C.] = Ln(T) = 0.80 Ln(X) + 0.26; (17% in, 83% out) Apartment [P.RC.] = T = 0.49(X) + 3.73; (20% in, 80% out) PM Peak Hour Traffic Generation General Light Industrial [ITE 110] = T = 3.68(X) + 116.82; (22% in, 78% out) Commercial Retail [P.RC.] = Ln(T) = 0.66 Ln(X) + 3.40; (48% in, 52% out) Townhouse/Condominium [P.B.C.] = Ln(T) = 0.82 Ln(X) + 0.32; (67% in, 33% out) Apartment [P.RC.] = T = 0.62 trips per d.u.; (65% in, 35% out) Retail Pass-By [P.B.C.] = % =45.1 - 0.0225(X) p.'1047SI0200J If J OOS.xlsJlrip ..Ken JO/J8I200S J 1.10 ~;;[~ and~es Inc. 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'" 'if. ... ij ~ ~ >< or; 8 ;. 8 l:l~",::;: ~""55;; iof~a;: _a....._ II II " II ~"" " ;li~~ >~~~ u:o.o. TABLE 2 GULF STREAM LUMBER SITE PEAK HOUR TRAFFIC LINK ANALYSIS Roadway Existing Projeet Traffic Percent From To Number LOS'D' Percent Peak Hour of Of Lanes Capacity Assi2nment AM. P.M. Capacity Boynton Beach Boulevard West ofI-95 6LD 4,680 5% 14 25 0.53% 1-95 Seacrest Blvd 4LD 3,110 4% 11 20 0.64% Seacrest Blvd FederalHwy/US I 4LD 3,110 6% 16 29 0.93% Ocean Awnue FederalHwy/US I Ocean Blvd / SR AlA 4LD 3,110 2% 5 10 0.32% Woolbricht Road West of Congress Avenue 4LD 3,110 5% 14 25 0.80% Congress Avenue 1-95 6LD 4,680 11 0/. 30 54 1.15% 1-95 Seacrest Blvd 4LD 3,110 30% 82 147 4.73% Seacrest Blvd Site Access 4LD 3,110 50% 136 245 7.88% Site Access FederalHwy/US I 4LD 3,110 6% 16 29 0.93% FederalHwy/US I SR AlA 4LD 3,110 4% 11 20 0.64% 23rd Awnue/GeHRoad Congress Avenue Seacrest Blvd 2L 1,170 4% 11 20 1.71% Seacrest Blvd Federal Hwy/US 1 2L 1,170 5% 14 25 2.14% Congress Awnue North of Woolbright Rd 6LD 4,680 2% 5 10 0.21% Woolbright Road 23rdAve 6LD 4,680 3% 8 15 0.32% Interstate 95 North of Boynton Beach Blvd 10LX 16,980 4% 11 20 0.12% Boynton Beach Blvd Woolbright Road lOLX 16,980 7% 19 34 0.20% South of Woolbright Road 10LX 16,980 10% 27 49 0.29% Seacrest Boulevard North of Boynton Beach Blvd 4LD 3,110 7% 19 34 1.09% Boynton Beach Blvd Woolbright Road 4LD 3,110 10% 27 49 1.58% Woolbright Road 23rdAve 4LD 3,110 8% 22 39 1.25% South of 23rd Ave 4LD 3,110 7% 19 34 1.09% Federal ffiChway I US 1 North of Boynton Beach Blvd 4LD 3,110 10% 27 49 1.58% Boynton Beach Blvd Ocean Ave 4LD 3,110 16% 44 78 2.51% Ocean Ave Site Access 4LD 3,110 23% 63 113 3.63% Site Access Woolbright Road 4LD 3,110 19% 52 93 2.99% Woolbright Road 23rdAve 4LD 3,110 17% 46 83 2.67% South of 23rd Ave 4LD 3,110 10% 27 49 1.58% State Road AlA North of Ocean Ave 2L 1,170 1% 3 5 0.43% Ocean Ave Woolbright Road 2L 1,170 1% 3 5 0.43% South ofWoolbrig/lt Road 2L 1,170 3% 8 15 1.28% p: 1047SI0200} I[} OOS.xls Jpkhr 10I20/200S 10: 13 1IP1._-n Kimley-Hom IiIII.J U and Associates, Inc. ~ <I: () en Z .. ~ W l- I- 00 en 0 z a: w w :::E lD ::> 0 (II :::E -' w ::> 0 0 > N a:: -' 0 ::> :::E ~ It) ~(B9)V~ CJ ~ "- ~ 'l' ~ sn /'M\H l'eJapa:l ii: 0 a: w tii > ir (99) t~ ~ u=> u. 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