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CORRESPONDENCE DEPARTMENT OF DEVELOPMENT Division of Planning and Zoning Building Planning & Zoning Engineering Occupational License Community Redevelopment June 25, 1999 Ellen Smith Unruh, Smith and Associates 105 South Narcissus Avenue West Palm Beach, FL 33401 Re: ABC Fine Wine and Spirits NWSP 99-007 Dear Ms. Smith: The base application fee for a new site plan includes two (2) reviews by staff (TRC). Additional reviews are conducted at the hourly wage plus benefits for each respective reviewer. Costs of additional staff reviews for the above-captioned is as follows: Building Engineering Planning and Zoning 20.94 24.37 54.50 Please remit the $99.81 to the City of Boynton Beach Planning and Zoning Division for the cost of this review upon receipt. [fyou need any further documentation on these individual fees, please contact this office. Sincerely, 7~/ C-c.>. Michael W. Rumpf Director of Planning and Zoning MWR/nl 100 East Boynton Beach Blvd.. P,O. Box 310 Boynton Beach. Florida 33425-0310 Phone: (561) 375-6260 FAX: (561) 375-6259 FROM: DATE: SUBJECT: DEVELOPMENT DEPARTMENT MEMORANDUM NO. PZ 99-161 Michael W. Rumpf Planning and Zoning Director June 25, 1999 ABC Fine Wine and Spirits- New Site Plan ( NWSP 99-007) Cost for 3rd Review Fees required for third review of NWSP 99-007 are as follows: Total: MWRlnl 1.5 hours @ $27.40- $41.10 Benefits $14.39 $54.50 1:\SHRDATA\PlallningISHARED\WP\PRQJECTS\ABC FINE WINE & SPllUTS\NWSP 99-OC17 Invoi<< doc --- EPARTMENTOFDEVELOP~ENT D Division of Planning and Zomng Building PImming & Zoning Engineering Occupational License Community Redevelopment Ellen Smith Unruh, Smith and Associates 105 South Narcissus Avenue West Palm Beach, FL 33401 -.., 'llD' In,ua j 8250 07!ot83 c. June 25, 1999 Re: ABC Fine Wine and Spirits NWSP 99-007 'BI J rr.. J 019?J.-- $JJ-: Dear Ms. Smith: The base application fee for a new site plan includes two (2) reviews by staff (TRe). Additional reviews are conducted at the hourly wage plus benefits for each respective reviewer. Costs of additional staff reviews for the above-captioned is as follows: Building Engineering Planning and Zoning 20.94 24.37 54.50 Please remit the $99.81 to the City of Boynton Beach Planning and Zoning Division for the cost of this reView upon receipt. If you need any further documentation on these individual fees please contact this office. , Sincerely, 7~ C-c:.- Michael W. Rumpf Dlrector of Planning and Zoning MWRlnl 100 East Boynton Beach Blvd., P.O. Box 310 ' Bo}nton 8~ach. Florida 33425-0310 Phone: (561) 375-6260 FAX: (561) 375-6259 DEVELOPMENT DEPARTMENT MEMORANDUM NO. PZ 99-161 FROM: Michael W. Rumpf Planning and Zoning Director DATE: June 25, 1999 SUBJECT: ABC Fine Wine and Spirits- New Site Plan (NWSP 99-007) Cost for 3rd Review Fees required for third review of NWSP 99-007 are as follows: 1.5 hours @ $27.40- $41.10 Benefits $14.39 Total: $54.50 MWR/nI l:\SHRDA T A\PJal1ning\SHARED\WP\PROJECTS\ABC FINE WINE & SPIRlTS\NWSP 99-007 Invoice doc Department of Engineering and Public Works P.o. Box 21229 West Palm Beach, FL 33416.1229 (561) 684-4000 www.co.palrn.beach.f1.us . Palm Beach County Board of County Commissioners Maude Ford Lee, Chair Warren H. Newell, Vice Chairman Karen T. Marcus Carol A. Roberts Mary McCarty Burt Aaronson Tony Masilotti County Administrator Robert Weisman ~An Equal Opportunity Affirmative Action Employer~ @ printed on recyc/ed peper June 18, 1999 Mr. Michael Rumpf City of Boynton Beach Planning and Zoning Department 100 East Boynton Beach P.O. Box 310 Boynton Beach, FL 33425-0310 RE: ABC Fine Wine and Spirits Traffic Performance Standards Review Mr. Rumpf: The Palm Beach County Traffic Division has reviewed the traffic study (dated June 11, 1999) for the project entitled ABC Fine Wine and Snirits pursuant to the TraffIc Performance Standards in Article 15 of the Palm Beach County Land Development Code. The project is summarized as follows: Location: Municipality: Proposed Use: New Trips: Buildout: Boynton Beach Boulevard, west of Congress Avenue Boynton Beach General Commercial Retail (9,000 sf) 865 trips per day 2000 Based on our review the Traffic Division has determined that the project meets the Traffic Performance Standards of Palm Beach County. Please contact me if you have any questions regarding this review. Sincerely, OFFICE OF THE COUNTY ENGINEEa~- .-'" ..'...' . " fl .C', "11 1">, I rc' !iq 11 I ._';";;,~~ ; '.1/ .1' ~~ \ I, i ..... 2 2 1999 AI Federic .E. Senior Traffic Engineer cc: Mike Sexton, P.E. . Sexton Engineering Associates, Inc. File: General- TPS - Mun . Traffic Study Review H:\TRAFFlC\APF\TPS'\90086APP.WPD - TAZ 486 DEPARTMENT OF DEVELOPMENT Division of Planning and Zoning Building Planning & Zoning Engineering Occupational License Community Redevelopment June 14, 1999 Mr. AI Federico, Senior Traffic Engineer Palm Beach County Traffic Division Department of Engineering and Public Works P.O. Box 21229 West Palm Beach, Florida 33416 Re: Traffic Study: ABC Fine Wine & Spirits 1531 Boynton Beach Blvd. File # NWSP 99-007 Dear Mr. Federico: The enclosed traffic generation statement on the ABC Fine Wine & Spirits site, prepared by Unruh, Smith & Associates was received by Planning and Zoning recently for the above- referenced application. Please review the enclosed information for conformance with the County's Traffic Performance Standard Ordinance, and provide me and Michael Haag, Building Code Permit Administrator, with your written response. If you have questions regarding this matter, please call me at (561) 742-6260. Sincerely, 7'~ Michael W. Rumpf Director of Planning & Zoning \\CH\MAINISHRDATA\PLANNING\SHARED\'v\'f'\PROJECTS\ABC FINE WINE & SPIRITS\TRAFFIC MEMO. DOC America's Gateway to the Gulfstream ]00 East Boynton Beach Blvd., P,O. Box 3tO Boynloa Beach, Florida 33425-03tO Phone: (561) 375-6260 FAX: (561) 375-6259 SEXTON ENGINEERING A~~OCIATES, INC. CONSULTING ENGINEERS AND SURVEYORS DATE: 1200 Corporate Center Way, Suite 102 Wellington. FL 33414 JOB: Phone: 561-792-3122 Fax: 561-792-3168 LE: I fER OF TRANSMITTAL 06/11/99 ABC Fine Wines & Spirits SEA: 1172 RE: Traffic Impact Study TO: Mr. Mike Rumpf City of Boynton Beach 100 East Boynton Beach Blvd. Boynton Beach, Florida 33435 ATTENTION: WE ARE SENDING YOU VIA: D FAX D To Be Picked Up D U.S. Mail [TI Hard copy transmitted as follows: D Federal Express [TI Hand Delivery II Originals n Blue Line Prints D Sepia Transparencies D Photocopies B Reports Shop Drawings B Copy of letter Surveys NUMBER I COPIES EACH LATEST DATE DESCRIPTION 1 2 06/11/99 Traffic Impact Study - - THESE ARE TRANSMITTED as checked below: II As requested D For your information D As we discussed U For your signature [!l For approval D For review and comment D For corrections U Returned after loan REMARKS: Thank You cc: AI Frederico - Palm l3each County Yours very truly, SEXTON ENGINEERING ASSOCIATES, INC. FilE. II General D Geotech II Permits D RIW~Survey nUtilities D Contracts By:~~~-4ii) Mlch el L. Evans, E.!. '" , '~ J\ - - SEXTON E~~INEERING AS~JCIATES, INC. Consulting Engineers and Surveyors TRAFFIC IMPACT STUDY FOR ABC FINE WINE & SPITITS BOYNTON BEACH BLVD. (SR 804) & WINCHESTER PARK BLVD. CITY OF BOYNTON BEACH, FLORIDA PALM BEACH COUNTY, SECTION 30, TOWNSHIP 4S SOUTH, RANGE 43 EAST Prepared By: SEXTON ENGINEERING ASSOCIATES, INC. 1200 CORPORATE CENTER WAY SUITE 102 WELLINGTON, FLORIDA 33414 SEA PROJECT NO: 1172 RmffJ!/ M'i'chael F. Sexton, P .E. Fl. Reg. No. 28558 Date: ?- /1-77 1200 Corporate Center Way, Suite 102. Wellington, Florida 33414' Phone: 561-792-3122 . Fax: 561-792-3168 TRAFFIC IMPACT STUDY ABC Fine Wine & Spirits Boynton Beach, Florida June 11, 1999 Table of Contents . Introduction . Traffic Generation . Analysis . Conclusion . Exhibits Traffic Impact Study Vicinity Map Site Plan Proposed Traffic Generation Potential 1999 Average Daily Traffic Volumes Potential 1999 Peak Daily Traffic Volumes SEXTON ENGINEERING ASSOCIATES, INC. 1200 Corporate Center Way, Suite 102 Wellington, Florida 33414 Office 561-792-3122 Fax 561-792-3168 TRAFFIC IMPACT STUDY ABC Fine Wine & Spirits Boynton Beach, Florida INTRODUCTION June 11, 1999 This traffic statement will assess the additional traffic impact associated with a proposed development of a commercial building to be constructed on 0.8 acres in the Town of Boynton Beach, Florida. The existing site is currently undeveloped. TRAFFIC GENERATION Based on the Palm Beach County daily trip generation rate formulas identified in the Impact Fees section of the Unified Land Development Code, the 9,000 square feet of general commercial retail establishment will generate a traffic impact of 865 trips per day. The attached table entitled "PROPOSED TRAFFIC GENERATION", lists the average daily traffic anticipated from the proposed site improvements and is based on the General Commercial Total Daily Trips formula and a Pass-By Rate Percentage of 45%. RADIUS OF DEVELOPMENT INFLUENCE The additional average daily traffic expected to be generated by this project is less than 1000 trips; therefore, major road links within a I mile radius of influence will be addressed in accordance with the County Traffic Performance Standards. For this location, the following 14 links will be considered: Roadwav Links within 0.5 mile radius 1.) Old Boynton Road 2.) Old Boynton Road 3.) Old Boynton Road 4.) Boynton Beach Blvd 5.) Boynton Beach Blvd 6.) Boynton Beach Blvd 7.) Winchester 8.) Congress 9.) Congress 10.) Congress Roadwav Links from 0.5 to I mile radius 11.) Boynton Beach Blvd 12.) Boynton Beach Blvd 13.) Lawrence Rd 14.) LawrenceRd From Lawrence Rd Winchester Congress Lawrence Rd Winchester Congress Boynton Beach Blvd Woolbright Boynton Beach Blvd Old Boynton Road From Military Trail Old Boynton Road Woolbright Boynton Beach Blvd ~ Winchester Congress Boynton Beach Blvd Winchester Congress Old Boynton Road Old Boynton Road Boynton Beach Blvd Old Boynton Bch Blvd Gateway ~ Lawrence Rd 1-95 Boynton Beach Blvd Old Boynton Bch Blvd The attached tables entitled "Potential 1999 Average Daily Traffic Volumes" have been prepared to demonstrate the peak hour and average daily traffic impacts resulting from the anticipated additional project traffic generated by this project on the major roadway links mentioned above. The table is based on the latest Palm Beach County data including the Metropolitan Planning Organization's Traffic Counts Volumes map dated January 1999 and the Compound Growth Rate Analysis Current Year 1997 -1998. SEXTON ENGINEERING ASSOCIATES, INC. 1200 Corporate Center Way, Suite 102 Wellington, Florida 33414 Office 561-792-3122 Fax 561-792-3168 TRAFFIC IMPACT STUDY ABC Fine Wine & Spirits Boynton Beach, Florida June 11, 1999 It is anticipated that the buildout period for the project is less than one (1) year. With a planned opening set for November 1999. In addition, according to the Locations of Major Projects map prepared by Palm Beach County, there are no major project that will adversely affect the proposed links affected above. ANALYSIS In accordance with the Palm Beach County Traffic Performance Standards, the proposed project will be analyzed using the Test I. The purpose ofthis test is to determine if the project will increase traffic on any of the affected roadways to a point where the affected roadways would be considered over capacity, Test I analyzes the project during the build out period. Links beyond the one-half mile radius of influence with additional traffic impacts is less than I % of the Level Of Service D are considered insignificant and therefore determined to be acceptable. Based on Test 1, the additional traffic impacts are acceptable. Model Test 2 addresses only the first accessible link for projects generation an impact of less than 1,000 average daily trips. No roadway segments on the Model Test 2 failure list lie within the projects radius of influence; therefore, the project is acceptable according to Model Test 2 criteria, CONCLUSION The proposed development of the 9,000 square feet of general commercial retail establishment will generate an insignificant volume of traffic and will not hinder or impede the safe, convenient, and orderly flow of traffic. Based on this analysis we conclude that the proposed development meets the Traffic Performance Standards in Article 15 of the Palm Beach County Land Development Code. SEXTON ENGINEERING ASSOCIATES, INC. 1200 Corporate Center Way, Suite 102 Wellington, Florida 33414 Office 561-792-3122 Fax 561-792-3168 '. , , I h .8286 , . HYPOLUXO RD - -~ .. - 27165 I /' a' 31674---.1 . I .0 . 0:, 4487 -.J 01 .> w , 0:, ..J I 01 I ~~ z 2954.3--' 14.4219-0 7358- ~I I \ . \ ~I wi a: , '. , MINER RD I~ \ / :5,_ _...- -~ \ - - -- - 'O\-\lO . ?" . crl LET~ . ... " I , /... -"'.' GATEWAY ~ 11844 I BlVD / 12450 P .J.. . - . - -f- . - - ..- - . 'UC UC I , J : : 152682---J ~:t - -L - :1;- .-_1. --1-;r;o'.. ;:77~-;- -.-.. r428161-::-. , r / '116717 I 33952-" OLD ,BOYNTON' RD / , 14531 WINCHEsrER_ - - -. PROJECT _ _ _ :":-_ I. I BEACH ~. .-~ 4405 --r \ . - . 67~ - - -33990 I . 42572---.\ J" ("") 31300, ~29817 30316--/" 29855 ~ 1 ' , 165498-P 12474---, , ' 30393-.,,1 33187-----...: I , . '-: I ' , 19576 ,3474:~~' --- I - · r..- N -.. .. ~WOOL.BRIGHT 6354, 31798 23RD ~ 11316 _ - - - - - - 900t T~ -A'ii m49i 15J34~~ - L~4~ _ 27884 · , GLEN I .../ - BLVD1 ~ I~ - 0' ~ . III I- I f/l ~II ~I w (/)J o , - SOURCE: PALM BEACH COUNTY TRAFFIC COUNT VOLUMES AVERAGE OF 1st QUARTER 1998 a 3RD QUARTER 1998 PUBLISHED JANUARY 1999 I - - I - ABC FINE WINE a SPIRITS CITY OF BOYNTON BEACH PALM BEACH COUNTY~ FLORIDA ~ SEXTON ENGINEERING AS\OClATIS, INC. I CON$/JL TING EHGINURS AH. D $l)RVD'ORS l200 CJ:/N'ORAT! CENTER wAY. svrrE C2 If~UJHGrON. FLONDA J:UH I"H1pNF: $6I-79Z-JI22. FAX 561-7'JZ-3Q ~MJ. NQ. SC'U tin our 06/11/99 H, l.S. J~ttl r ~ 1 Cf) LU .....J ~ W .....J <( o Cf) TRAFF1C IMPACT STUDY V I C I N I TY MAP s:\orojecls\11721JnIe.dgn Jvn, 11, 1999 11:57:55 SEXTON ENGINEERING ASSOCIATES, INC. CONSULTING ENGINEERS AND SURVEYORS June 11,1999 ABC Fine Wine & Spirits Store Boynton Beach, Florida Sexton Engineering Associates Proj. NO: 1172 PROPOSED TRAFFIC GENERATION UH ~ Variable Em. Formula ~ Proposed Retail 9000 sq ft formula w/pass-by traffic 865 General Commercial FormuILn(T) =0,625*Ln(X) + 5.985 T = Total Daily Trips Ln = natural logarithm X = area in 1,000 sf PROPOSED TRIP GENERATION = 1569 TRIPS Pass- By Trip Rate Formula: A = area in 1,000 sf of leasable area Pass-By % = Pass-By % = 45.1 - 0.225(A) 45 % Pro osed Traffic from General Commercial = I 865 TRIPS I _.__1 1200 Corporate Center Way. Suite 102 Wellin9ton, Florida 33414 phone: 561:792-3122 fax: 561-792-3168 u z .... ~ '"' Eo-< ~ U o VJ VJ <: [J z Sh '"' ~ ~ ~I ~ ~ [J ~ z ~. ~ ~I Z il o ffij ~ ~ >< 5. '"' ~I VJ8 .-.1/'1 ..... ell .. E 1/'1 ::s ell- I- 0 ......> fJ) .!!l CJ .. !Q. l:: "i: ~ QOOi ._ _ III c'1ll'" encl- C/S~~ 1/'1 c III ell._ C .E -I ell ~ lS ~ ell III ~ C ... > U::I-<( U ~en CO '(ij en <(C~ ell- C) .~ Ill" ... C ell ell >.. <~ ~ ~m~!~i~I~'I'#.?fl.' ?fl (/. ';;!ji!. ?fl ~ ~ "'1"'1"' '" '" '" ~ ... '" '" '" ... '" """'j....i"'I"'.... 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'" .5 $~ N .c o '" N en .9- Ql ro M '" ~ {)'Cr-'., ~ IV 'C: Cl <l ~~r-;- tl Z 8.ctO " "e- is 0 '" ,," u g> '" 0.. " ~q '0 z - ;: .. u ;: i2 f- ~ u " '[ 0.. 'i; 15 f- SEXTON ENGINEERING ASSOCIATES, INC. CONSULTING ENGINEERS AND SURVEYORS June 11, 1999 ABC Fine Wine & Spirits Store Boynton Beach, Florida Sexton Engineering Associates Proj. NO: 1172 PROPOSED TRAFFIC GENERATION 1M Slze Variable B.a1ll. Formula Ir.i.j2S Proposed Retail 9000 sq ft formula w/pass-by traffic 865 General Commercial FormuILn(T) =0.625*Ln(X) + 5,985 T = Total Daiiy Trips Ln = natural logarithm X = area in 1,000 sf PROPOSED TRIP GENERATION = 1569 TRIPS Pass- By Trip Rate Formula: A = area in 1,000 sf of leasable area Pass-By % = Pass-By % = 45.1 - 0.225(A) 45 % Pro osed Traffic from General Commercial = 865 TRIPS 1200 Corporate Center Way, Suite 102 Wellin9ton, Florida 33414 phone: 561;792-3122 fax: 561-792-3168 u z ... en f;;;l Eo< ;:$ U o 1;1) ~ I.-' Z ~Ii? =~ ~ ~ I.-'~ zffi i;;;l~ Z ~ OW Eo<~ ~~ i;;;l z 1;1) 8 --'" .,.. Ql +- E ", ;, Ql- I- 0 -> ", ,!!l U .A 1: ~ v, ... .!:: ~ fa Q.rtl"" (l)cl- O/S~~ (/) c III Ql .- Q .!: -I Ql 3: E ~ Ql rtl lii c "" > i!1-<( C,) ,~ ~ a:lrtlO'l <(0.,.. Ql- Cl,~ rtl+- ... C Ql Ql >+- <(~ " ~ .. - . . .. " . < :IE ~ Jl '" 0 '" 0 .... !1' . ::0 . . < ;jj.:l u - if . .. ,~ ~ ~ .. C I- e ~ . = ol;o 0. <: > u ~~ '" . 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'C 'C '" " .0 .'3 '0 c " 15 e! c .. " '" ,0; - o to " '0 '" ~ 'E ""' o " oS 'C is ii .0 !;1 ~ >. '" ~ 'C '" e ~ ,Q ~ ~ c '" oS to on ~ tl '" 0. .5 .9- .= a; z >. ;( ~.. ~ W~N '2 M N ~.gC;:; ,:, $ 'g Ol [~~ 8 ~;; gb _;:-a ~ 'C C '" to ~ 'E ""' o c " ~ " .0 to -" ~ tl '" 'e- 0.. N ;;: .'!l '5 '" 18 ;;; N '" ~ <0 "' ili '0 z ~ . SEXTON El\-jINEERING AS~JCIATES, INC. ~ Consulting Engineers and Surveyors TRAFFIC IMPACT STUDY FOR ABC FINE WINE & SPITITS BOYNTON BEACH BLVD. (SR 804) & WINCHESTER PARK BLVD. CITY OF BOYNTON BEACH, FLORIDA PALM BEACH COUNTY, SECTION 30, TOWNSHIP 45 SOUTH, RANGE 43 EAST Prepared By: SEXTON ENGINEERING ASSOCIATES, INC. 1200 CORPORATE CENTER WAY SUITE 102 WELLINGTON, FLORIDA 33414 SEA PROJECT NO: 1172 ichael F. Sexton, P.E. Fl. Reg. No. 28558 Date: 6'--//-9 ;9 1200 Corporate Center Way, Suite 102' Wellington, Florida 33414' Phone: 561-792-3122 . Fax: 561-792-3168 TRAFFIC IMPACT STUDY ABC Fine Wine & Spirits Boynton Beach, Florida June 11, 1999 Table of Contents . Introduction . Traffic Generation . Analysis . Conclusion . Exhibits Traffic Impact Study Vicinity Map Site Plan Proposed Traffic Generation Potential 1999 Average Daily Traffic Volumes Potential 1999 Peak Daily Traffic Volumes SEXTON ENGINEERING ASSOCIATES, INC. 1200 Corporate Center Way, Suite 102 Wellington, Florida 33414 Office 561-792-3122 Fax 561-792-3168 TRAFFIC IMPACT STUDY ABC Fine Wine & Spirits Boynton Beach, Florida INTRODUCTION June 11,1999 This traffic statement will assess the additional traffic impact associated with a proposed development of a commercial building to be constructed on 0.8 acres in the Town of Boynton Beach, Florida. The existing si te is currently undeveloped. TRAFFIC GENERATION Based on the Palm Beach County daily trip generation rate formulas identified in the Impact Fees section of the Unified Land Development Code, the 9,000 square feet of general commercial retail establishment will generate a traffic impact of 865 trips per day. The attached table entitled "PROPOSED TRAFFIC GENERATION", lists the average daily traffic anticipated from the proposed site improvements and is based on the General Commercial Total Daily Trips formula and a Pass-By Rate Percentage of 45%. RADIUS OF DEVELOPMENT INFLUENCE The additional average daily traffic expected to be generated by this proj ect is less than 1000 trips; therefore, major road links within a 1 mile radius of influence will be addressed in accordance with the County Traffic Performance Standards. For this location, the following 14 links will be considered: Roadwav Links within 0.5 mile radius L) Old Boynton Road 2.) Old Boynton Road 3.) Old Boynton Road 4.) Boynton Beach Blvd 5.) Boynton Beach Blvd 6.) Boynton Beach Blvd 7.) Winchester 8.) Congress 9.) Congress 10.) Congress Roadwav Links from 0.5 to 1 mile radius 1 L) Boynton Beach Blvd 12.) Boynton Beach Blvd 13.) Lawrence Rd 14.) Lawrence Rd From Lawrence Rd Winchester Congress Lawrence Rd Winchester Congress Boynton Beach Blvd Woolbright Boynton BeachBlvd Old Boynton Road From Military Trail Old Boynton Road Woolbright Boynton Beach Blvd ~ Winchester Congress Boynton Beach Blvd Winchester Congress Old Boynton Road Old Boynton Road Boynton Beach Blvd Old Boynton Bch Blvd Gateway ~ Lawrence Rd 1-95 Boynton Beach Blvd Old Boynton Bch Blvd The attached tables entitled "Potential 1999 Average Daily Traffic Volumes" have been prepared to demonstrate the peak hour and average daily traffic impacts resulting from the anticipated additional project traffic generated by this project on the major roadway links mentioned above. The table is based on the latest Palm Beach County data including the Metropolitan Planning Organization's Traffic Counts Volumes map dated January 1999 and the Compound Growth Rate Analysis Current Year 1997 -1998. SEXTON ENGINEERING ASSOCIATES. INC. 1200 Corporate Center Way, Suite 102 Wellin9ton, Florida 33414 Office 561-792-3122 Fax 561-792-3168 TRAFFIC IMPACT STUDY ABC Fine Wine & Spirits Boynton Beach, Florida June 11, 1999 It is anticipated that the buildout period for the project is less than one (I) year. With a planned opening set for November 1999. In addition, according to the Locations of Major Projects map prepared by Palm Beach County, there are no major project that will adversely affect the proposed links affected above. ANALYSIS In accordance with the Palm Beach County Traffic Performance Standards, the proposed project will be analyzed using the Test I. The pUlpose ofthis test is to determine if the project will increase traffic on any of the affected roadways to a point where the affected roadways would be considered over capacity. Test I analyzes the project during the build out period. Links beyond the one-half mile radius of influence with additional traffic impacts is less than I % of the Level Of Service D are considered insignificant and therefore determined to be acceptable. Based on Test I, the additional traffic impacts are acceptable. Model Test 2 addresses only the first accessible link for projects generation an impact ofless than 1,000 average daily trips. No roadway segments on the Model Test 2 failure list lie within the projects radius of influence; therefore, the project is acceptable according to Model Test 2 criteria. CONCLUSION The proposed development ofthe 9,000 square feet of general commercial retail establishment will generate an insignificant volume of traffic and will not hinder or impede the safe, convenient, and orderly flow of traffic. Based on this analysis we conclude that the proposed development meets the Traffic Performance Standards in Article 15 of the Palm Beach County Land Development Code. SEXTON ENGINEERING ASSOCIATES, INC. 1200 Corporate Center Way, Suite 102 Wellington, Florida 33414 Office 561-792-3122 Fax 561-792-3168 f\ , I ! HYPOLUXO RD .8286 , . .~ ... -- 27165 a' 31674....../ /f . / / .0 . 0:, 4487 -/0' .::> w J 0:, ....J I <.>, I ~~ z 29543-' 144219-0 7358- ~I I \ . \ 5:, wi a: , \ . MINER RD I~ \ / ::5,_ _...- -~ \ - - -- - ~' 0:1 LET I . ... . I . " ... - ... . ..I.' GATEWAY ~ 11844 I BLVD " 12450-P . .uc- . . -;- . . -uC. I . I , ---.-Ir _ ..L_...a.. _.J___I. ___I. __:.. _..- _ T .;.....~...:.:~~...._.. ><::t 31753. 11750 r17087 .- 42816 · . T /' . 11671-;, I 33952-" OLD . BOYNTON. RD / "'\\'..f 14531 WINCHESTER_ ... - -~ PROJECT I BEACH . ..~ ;4~5- .. . \. . - . 67~ . . -33990 f . 42;-72-.J J' (") 31300, ~29817 30316--/'. 29855 ~ I I · 165498-P 124.74\ . I 30393~,,-1 33187~ I . : 19576 ~ 3474:-:,~. --- I - · r..- "". ... ... ~ WOOLBRIGHT \ ~ 6354' 31798- L243_2 _ 23RD ~ 11316 ... ~. 27884. - - - - - - - 900t T'" -AV I "- GLEN i 33349i 153346-ji / ~ _ ., - BlVD1 - 0 I . - ~I (Xl 1-1 (/) ~If ~I w ({)J 0 SOURCE: PALM BEACH COUNTY TRAFFIC COUNT VOLUMES AVERAGE OF 1st QUARTER 1998 83RD QUARTER 1998 PUBLISHED JANUARY 1999 I - . I - ABC FINE WINE a SPIRITS CITY OF BOYNTON BEACH PALM BEACH COUNTY, FLORIDA ~ SEXTON ENGINEERING ASSOCIATES, IN<: I COHSUL TING ENGINEERS )JIG $URV~ORS /2'XJ c:N'ORArE CEIfTER tlfAY.$1JrrE De W~UJHGT'OII, FLONlM J~H ~M;. ...,. "J1?HE !S6I~79Z~J'U FAX S6i.79Z-JS se~" 1112 O.I( 06/!1/99 N.T.S. S"UT I 06 I (f) W ...J 2 W ...J <{ o (f) TRAFFIC IMPACT STUDY VIC] NI TY MAP s:"Droiecls\l'72\mle.d~n Jvn, 11, 1999 11:57:55 I I I I 1 ' ..............., .,..-.-,..... ...... ... . . .............,...J"/ '~~.. ,------ .c: EXIST 5' SIOI!l'AL( '~~:~:::::=::: :::::::::::::::::-:::::::::::::::::::_-----------------~_:::: '" s: -.J en ~ <::( Q. Cl:: ~ I tJ . ::r:: w u i ~ N 10 I 25.00 NORTH LINE OF SECTION 30-45-43 40' LAKE WORTH DRAINAGE DISTRICT EASEMENT ~ < ~ ~ ~~ Ig ! I ~~ :1 I ABC FINE WINE & SPIRITS 1-STORY COMM. ( 9 ,00 SO. FT. ) . ~ i - A~tA 9 8 S.R.804 BOYNTON BEACH BLVD. SEXTON ENG1NEERING ASSOCIATES, me. ABC FINE WINE a SPIRITS CITY OF BOYNTON BEACH PALM BEACH COUNTY, FLORIDA I CONSUl. TlNG ENGINEERS AND SURV~ORS IZOO CORPORAT! Wfr,R WAr, SUITE 102 W!I..UNGTON, FLORIOA JJ~H PHON' 56/.792-"22 FAit 56/-792-JI68 ~~OJ. NO. SC-tl[ 1172 N.T.S. E~O CO,"C. ~ETAIN1Na 'ULt. $;:[ OfUIl. T~l$ SNT CONST 170 LF C9NC ~EUllW.G WALL. [L.l~,50 N.O. V,g. S~~~~ ll~1~~.g9H~:G~~:~:N1Ha BEGIN CONC ~nA1NIHG WALL 10' IIl',H[~ & UII'[~ E.l.SE\.ItHT 1 0' ~~6I. lA5EIoIEHT SITE PLAN OUt 06/11/99 S~HI I or I MAY-14-99 FRI 12: 18 Ptl \)llQIIH, StlITH&ASSOCIATES FAX NO, 56\6555525 p, 02 --..'~ - ~III -1'1:-lllIi~l\lIll \\11111 ~ \)$)ll~l!\ ) I r.I' 'I' 1~,'iW . PubHc P~'\iC"y orld Strategic rljlilt1in,~ . LInd U~e \\nd Z\,)I....\f\~ M..:1Htrs .lcgIsb.liVC RcS,.l!;.ltc\$' ^,~lon . GovC:I'nmclll Rcbtions. . Privilli.!i.llioll "~mes MEMORANDUM TO: Mike Rumpf, Acting Planning Director ;\\~- Gcofl'tey B, Slullllelt ~)' FM: DT: May 14,1999 RE: Silln detenniltation for tbe proposed ABC Fine Wine Ind Spirits site 0tJrliIo~2.!<OSI49.QlI1 Mike: Per our discussion yesterday, ( have spoken with my client regarding the above referenced tnatter. ABC will agree to construct a mOllUment sign as opposed to a pole sign liS long as it is placed at the originally proposed location Oil the immediate west side of the entrance drive on Boynton Beach Boulevard, We would appreciate you revismg your comments accordingly, as we discussed Enclosed for your review is the monument sign detail and reduced site development plan. A full size site development plan will be delivered to you this afternoon. Please call me with any questions or comments regarding tltis matter Again, thank you fOl your assistance. l\ttachments 10S SOlll~ NV('(.j.'t\lJ'i Avtnul.: . S~iit;.: s.o> "W..:s~ r~l1\) BC<lch. florldJ 3ylOl . )(,1-835-8505 . r-<I.\. SISH.,sS-S515 ~--~-' MAY-14-98 FRI 12:ISL'M UNRUH,SMITH&ASSDCIATES MaY.l3, -, ,10Pi..F..- 1t'1 .. .,... -. i~1 81" I. i' ,I . Ie S- a , ~ g ~/~ ,.; FAX NO, 5616555"" p, 04 ... !a.....$ ->3'" :z. No,51,! 1 I - 'II il ~! I I !ill! ~ fmIil 'II III II I! l ~i I'n qj'!'~ i!!!j\ 1@!iI1m!!!! , ~. I aI; . '" . i ii~; I i ~Iql ;i if' liIl, ! t .! . 'i' 1/ jol= ,; ", ,If 11"1 , toO.. ,I ..." I i Ii ~i ~ ~Iil.i I '~~Jli,! :~"i iii;1 ! I . t~ ~i ~ :;:;!I i ilijij;1 'In; ,,~III t I ~ ! I !i;:i p IIS!~ ! 'I' 'Ii i ,~:: I ""'~ I i I ! ! :t G J a · =li~l!! i .! 3:1 ':; :. . i , , ' "e- :~I:;i\,.I~t -l " ' :' , ~~ .8 , ti ~ ~~ ;"i ~a ~ ~ Ii ......,.~1 .B~ . ~~~ ~l~ Ij~ \' ".' i ~i~ , !j!: 'UII! ~ " ." ~ I "I ~ ! . :' '1' I \ I \ ii i ~i II S ' ! I wwc AI! NL "" ' . ~~ ~ " n e. I, '~ ;, i .! f' '" '. r ~ 'r . " . s. l j' ! < , " i " , i:; i 111.l ,. I ~ I' ~!. ~ it- il jl ~ !.uli ~" I; i1f ' 0 ~ i ' :1.1 . 'IIi i I if- I :-i , "!l . '" ' -- ~ FINE WINE a SPIRITS S.R, .~ IlOVNTotlIli:ACIIIl'/ll, IOVNTON IEAeN. ,.. , COiM.lllllf~-cl""tl1 DI'inlCt '1 i ! - - ~ i i ~. r .. .'J . d~ .- , ; If ~ ~ i ,J .. II I_ i 11 ~. . ! ,~ " ! , ~ ., 1 ~ NWRI~ .-cI~m INC. 11lIII(Ij;......"'...,..."... _....."""" ....,.ft . __,..",..,,1IIiI ,......-- 1M Ill........ uti otvil.OPIlEl<lT PlAN ,. I II - . -,-..--'-'----'--- --,------ MAY-14-99 FRI 12:18 PM ]NRUH,SMITH&ASSOCIATES FAX NO, 5fU 6555525 p, 01 Unrull, Smitll.lt Associate> 105 South Narcissus Avenue Suite 503, West Palm Beach. FL 33401 , ..... .... -- 1111 Date; 5/13199 FAX Number of pages including cover shce(: 4 'ro: From: Mlke Rumpf Goof( Sluggell Pllone' Fax phone; ce: ( ( ) ) 742.{j259 I'houe; Fax phone: (561) 835-8505 (561) 655-5525 REMARKS: o Urgent t8l For your review 0 Reply ASAP o Please comment Please soc altaChcd, THE "VFORMATION TRANSMITTED IS PRIVILEGED AND CONFIDENTIAL. IT IS SOLa Y FOR THE REVIEW AND USE OF THE NAMED RECIPIENT. ANY OTHER REVIEW OR DISTRIBUTION OF THIS COMMUNICATION IS STRICTL Y PROHIBITED. IF YOU HAVE RECEIVEO THIS TRANSMrTTAL IN ERROR, PLEASE NOnFY THE SENOER IMMEOIA TEL Y BY TELEPHONE MAY-19-99 WED 12:36 PM UNRUH,SMITH&ASSOCIATES FAX NO, 5616555525 p, 01 Unruh, Smith & AssociAtes 105 South Narcissus Avenue Suit. 503, West Palm Beach, FL 334(l] .,,~~ -. .... - II " ' FAX 0"1.: May 19. 1999 Nijmbcr of pages including cove( sheet: 1 To: From: C1U'is Kerr Mike Rumpf Unroll, Smith ,,00 A,soci,1JCS Phone: ( ) Phone: (561) 835-8505 '-1(1" (" '). , Fox phone: ( ) " :,) , .\~ \ ) f Fax phone: (561) 655-5525 CC: REMARKS: o Urgent I8l ForyollJ'rcview 0 Reply ASAP o Please commenl RE: ABC Fine Wine and Spirits - ~ As we discussed, I have Illld ~\~fthe sign d.tail (monument ,ign), and landscaping plan (with approved trees) deliverod. PICllSl: e,111 me \0 di$Cuos your commenl'. Thanks for your help, THE INFORMA T10N TRANSMI1TED IS PRIVILEGED AlVD CONFIDENTIAL.. IT IS SOLEL Y FOR THE REVIEW AND USE OF THE NAMED RECIPIENT. ANY OTHER REVIEW OR DISTRIBUTION OF THIS COMMUNICATION IS STRICTL.Y PROHiBiTED. IF YOU HAVE RECEIVED THIS TRANSMITTAL IN ERROR, PLEASE NOTIFY THE SENDER IMMEDlA TEL. Y BY TELEPHONE. -- :' -" ";::" ;'"'".: 'dill! I"~ ,~,,\I I 9 " . , U 'f .J, \ , , .. I - ~.""~'--<- MAY-25-99 rUE 03:19 PM :JNRUH,SMITH&ASSOOIATES FAX NO, 5618555525 p, 01 Unruh, Smith & Associates 105 South Ncrcisscs Avenue Sui to 503. West Palm Bench, FL 3HO 1 .,. . --~....~,., ~ r rn 1I\:\L1: \, I Ii, .:\\UU\>~ $;;....,-- 9' <) Dale: V" L Nmnbcr of pages il.\ctuding corer sheet: .:7 FAX Tu; , /?l.<.k --/dux ;f / From: Un.ruh. Smith &. AssocIates (!lJ.. fA'--' PhOll~: rax phone: CC: PIlMO: (561) 835-5505 (501) 65;.5525 'Y~- 6269 Fax phone; nEM^RKS: ~cnl o For your review 0 Reply ASAP o Please COmnl.CI\t THE INFORMA TION TRANSMITTED IS PRIVILEGED AND CONFIOENTlAL. IT IS SOLc~ Y FOR THE REVIEW AND USE OF TNE NAMED RECIPlfENT. AN.Y OTHER REVIEN< OR DISTRIBUTION OF THIS COMMUNICATION IS SrRlCTl-V PROHIBITED. If YOU ~IAVE RliCEIVI5D THIS TRANSMITTAL IN ERROR, PLEASE NOTIFY THE SENDEr~ IMMEDiATEL YBYTELEPHONF.. ~"}?r: ~o TiE O'j"J D' 11M. -,_~-if:,.'.., "~',~, ll~ JfjP'JH, S'1P"JixrlSSOC I ArES ~AX II':', 5218:'55525 p, 02 ~~ - ITI'I II J'llJNKtlll \Mfl H & 1\)j\JC IA TL \ f II l'l\ljf'l)'\ II' .Pul'.k r'ol'i.:Y v:d SU:!tc~ic \'I:lIVi'l~ -ltll1d ll~,c OIrd I.l>n:nE, r..1;lll~'r~ ~ . tcslS\;Ji~'t,; R.L'gUbUI) /\...ti()r~ . C;Cl\J"':I'nnlC',H RI.:!Il[;QIH . ;lr;v:U;::;~ti01\ L"sLlr~ MEMORANDUM TO: Mike Rumpf, Mep Acting Director ntv Chris Ketfi / ~fay 25, 1999 FM; D1': RE: ABC Fine Wine Alld Spir,ts site plan Ou.dHc42'Oj2"9.cI.:.J TIlis is written in reference to your ~omment regardir,,; I'"' ,nandatory 27,' access lane on the north sid<: of the building being encroached upon by rhe rear door and loading ramp. Please review the following attached revised draft site l';~n tor the ABC site, To allow for the required 27' access, the rear door hus been n'ov~d tD the east and the ramp has been relocated as well. I wanted 'yOU 10 have 1\ copy tIJ ref~f to at the meetmg tonight If ac;:,eptable, I will have it added 10 the site plan. Call me with any quelrtions. attachments fC.!~ <,;,'t.;d' N.H(i;.,'ju~ /,... 1L.l' . SUi((' ).~J . W.'~~ I>.Tlnl Bc.!ch. tiV1 1('<1 H10i . s(~I'.135.(~50S 'F'nl" 561.(,5).552.) FAX NO, 56l6550525 .. MAY-25-89 TUE 03:20 PM f- ;C ':! iR If'" ,.. C' :-: 2 1~, '. ~ .. - 8 (l ~ . "" '-J' JNRUH,SMITH&ASSOCIATES -/1111 .., m - IiiIi ..... III(~ ;g~~~ ! u8 ~;;' i ~~ "'Jid .. ;:! :: ~ ..l ~ i ~ i" I"l . ~ ~ ~ '" !II I i: ~ . i i& U 'I .. ~! ~ ri i .., 1;1 n i l~' : ",I . .6 - ... "11111'" ;=5 !i~~ l'!~ ='-i' J~ III 'II .. . III I'tI !!'; &=~M ~i ~'!l hi e ~ i j 1. Q i ...- . ~ "t ~ n 8 i ~ . ;:l ~ VI - . . . z .., "'4 . G'l . " I c;I , .. :: "Il H.T" 1".0" e-' ZONINC eO~NITY c~t~eIA~ OISfRtCT o \001 o ~!: .9 ~: ~II 11'1 p, 03 1 i I Ii IQ 0 ;a ii .. ~ ~ ... I Mil !!~l 101 I .. .. . ,.. ,&0 ~~ ~i jln N~ :-= ?.- - I JqA'"' ,.,~e ~!~ !:~, ,. ;! ..,.. II' ~ ~ SEXToN !NG~tNG ASSOC1ATJS. INC. \ CONSVL TIN(] lllOlffEtR$ NtO $vftVtrOI/S SITE DEVELOPMENT PLAN /IlllI ~.rl et.rrl! rt", IJI/Tt t;Il . W(,,~T(Il'. ~ JJ'14 , /WeN, ",-.,.,~.. Ju "".'''-UI fAQJ, ~a, II U I~l.[ I -"0' I Non OI/'JIIV9i i"'ur or J treQlure cOQJ.t regional planning council h~ MEMORANDUM To: Mr. Michael Rumpf Planning and Zoning Director City of Boynton Beach TerryL.Hess,AICP~ elk--- Planning Director L April 26, 1999 From: Date: Subject: Notice 9iPe!1!1itApplication No. 990419-15 ~C Fine Wine ~irits, Inc. Attached is a notice of application for an environmental permit to conduct dredge and fill or similar activities within or adjacent to your community. We are disseminating this information for your review and comment. The information provided with this notice is very brief, but you may contact the permitting agency directly for further information if needed in order for you to assess the impacts of the proposed activities on your community, If the proposed activities are not consistent with your comprehensive plan or other locally adopted plans or regulations, or if you have any other comments, please submit them to the permitting agency by the deadline date indicated in the attached materials. We would also appreciate receiving a copy of any comments you may have for our files. Feel free to call if you have questions or comments for this office. Attachment 301 east ocean boulevard suite 300 stuart, florida 34994 phone (561) 221-4060 sc 269-4060 lax (561) 221-4067 , D>.&Vf/7w.. ~....e.... South, Florida Water Management District 3301 Gun Club Road, West Palm Beach, Florida 33406 . (56!) 686-8800 . FL WATS 1.800.432.2045 TDD (56!) 697.2574. wwwosfwmd.gov NOTICE April 22, 1999 RECEIVED APR l ti 1Qq9 Subject: Environmental Resource Permit Application Application No. 990419-15 Applicant Sexton Engineering Associates Inc Palm Beach County, S 301T 45 SIR 43 E THi:A:;vt1t COAST REGIONAL PLANNING COUNCIL The South Florida Water Management District is currently processing the attached application. If you have any comments or objections concerning this project, please submit them in writing to this office within 30 days of receipt of this notice. This is also an opportunity for applicable State agencies to concur with or object to the proposed project under the federal consistency provision of the Coastal Zone Management Act. Review must be in accordance with the procedures adopted by the Interagency Management Committee on October 25, 1989. Findings of inconsistency must describe how the project conflicts with your agency's statutory authorities in the Florida Coastal Management Program and provide alternative measures, If any, which would make the project consistent. Commenting agencies must provide a copy of all consistency comments letters to the Florida Coastal Management Program Director, Department of Community Affairs, 2555 Shumard Oak Boulevard, Tallahassee, Florida 32399.2100. Please refer to the applicants name and application number as referenced above in any correspondence to help facilitate processing. Questions concerning this project should be addressed to Rob Robbins at (561) 682-6951 or Tony Waterhouse at (561) 682-6867. BAC:jm Attachments c: US Army Corps of Engineers Department of Environmental Protection/Office of Protected Species Management Department of State, Division of Historical Resources Regional Planning Council Department of Community Affairs Palm Beach County DERM Governing Board: Michael Collins, Chairman Michael D. Minton, Vice Chairman Mitchell W. Berger Vera M. Carter Gerardo B. Fernandez Patrick J. Gleason Nicolas J. Gutierrez, Jr. Harktey R. Thornton Trudi K. Williams James Harvey, Interim Executive Director Michael Slayton, Deputy Executive Director Trevor Campbell, Deputy Executive Director Mailing Address: P.O. Box 24680, West Palm Beach, FL 33416.4680 9 904 1 J 1 5 ORIGINAl SUR~.mTI~L APR 1 9 1999 WPB FOR AGENCY USE ONLY DEP/WMD Application # Dale..Applic8:ti()rrR_e~ived Fee RactOved)$ Fee Receipt. #. ACQ~ApplieatioI"lJ'- Oate.-A(Jpli~8tl()rlJie*e:JV:e_d Proposa<iet4i~,cf4~~;:<'::'.".N_.~?_'_H Pt~posed. 'Pt()jeCitLa~~ ,'.'.'0--2-' ___" SECTION A Are any of the activities described in this application proposed to occur in, on, or over wetlands or other surface waters? D yes X no Is this application being filed by or on behalf of a government entity or drainage district? D yes X no A. Type of Environmental Resource Permit Requested (check at least one) o Noticed General - include information requested in Section B. DStandard General (Single Family Dwellin9)-include information requested in Sections C and D. X Standard General (all other projects) - include information requested in Sections C and E. o Individual (Sin9le Family Dwellin9) - include information requested in Sections C and D. o Individual (all other projects) - include information requested in Sections C and E. o Conceptual - include information requested in Sections C and E. o Miti9ation Bank Permit (construction) - include information requested in Section C and F. ( If the proposed mitigation bank involves the construction of a surface water management system requiring another permit defined above, check the appropriate box and submit the information requested by the applicable section. ) o Mitigation Bank (conceptual) - include information requested in Section C and F. B. Type of activity for which you are applyin9 (check at least one) X Constru~tion or operation of a new system including dred9ing or fil!jJ;)gin, on or over wetlands'OOd other surface waters.'''.';. . ~',::-' . ., o Alteration or operation of an existin9 system which was not previou'sly permitted by a WMD or DEP. o Modification of a system previously permitted by a WMD or DEP. Provide previous permit numbers. o Alteration of a system 0 Extension of permit duration 0 Abandonment of a system o Construction of additional phases of a system 0 Removal of a system C. Are you requestin9 authorization to use State Owned Lands, D yes X no (If yes include the information requested in Section G.) D. For activities in, on or over wetlands or other surface waters, check type of federal dredge and fill permit requested: o Individual 0 Pr09rammatic General o General 0 Nationwide X Not Applicable E. Are you claiming to qualify for an exemption? Dyes X no If yes provide rule number if known. Page 1 of 4 OWNER(S) OF LANO ENTITY TO RECEIVE PERMIT (IF OTHER THAN OWNER) NAME NAME ABC LIQUORS. INC. MICHAEL F, SEXTON, P.E. AOORESS ADDRESS 9001 SOUTH ORANGE AVENUE 1200 CORPORATE CENTER WAY, SUITE 102 CITY, STATE, ZIP CITV, STATE, ZIP ORLANDO, FL. 32824 WELLINGTON, FL. 33414 COMPANY AND TITLE COMPANY AND TITLE SEXTON ENGINEERING ASSOCIATES, INC., PRESIDENT TELEPHONE {407 )-851-0000 TELEPHONE 1 561 )-792-3122 FAX 1407)-826-9861 FAX (561)-792-3168 AGENT AUTHORIZED TO SECURE PERMIT (IF AN AGENT CONSULTANT (IF DIFFERENT FROM AGENT) IS USED) NAME NAME MICHAEL F. SEXTON, P.E. COMPANV AND TITLE COMPANV AND TITLE SEXTON ENGINEERING ASSOCIATES. INC., PRESIDENT ADDRESS ADDRESS 1200 CORPORATE CENTER WAV, SUITE 102 CITY, STATE, ZIP CITY, STATE, ZIP WELLINGTON. FL. 33414 TELEPHONE 1561)-792-3122 FAX 1561)-792-3168 TELEPHONE I FAX 1 ) Name of project, including phase if applicable_ABC FINE WINE & SPIRITS, INC. this application for part of a multi-phase project? 0 yes X no Total applicant-owned area contiguous to the project _0.00 ac Total project area for which a permit is sought _0.8429_ ac Impervious area for which a permit is sou9ht _0,68_ ac What is the total area (metric equivalent for federally funded projects) of work in, on, or over wetlands or other surface waters? _0.20_acres _8700_ square feet Number of new boat slips proposed. . ,- Is hectares square meters Project location (use additional sheets, if needed) County(ies) _PALM BEACH COUNTY Section!s) _30 Township _ 45S Section!s) Township Land Grant name, if applicable _N/A Tax Parcel Identification Number 43-45-30-01-003-0010 Street address, road, or other location 1531 BOYNTON BEACH BLVD. City, Zip Code if applicable BOYNTON BEACH, FLORIDA 33436 Range Range 43E - - Page 2 of 4 Describe in general terms the proposed project, system, or activity. CUTTING, CLEARING, AND GRUBBING OF ALL EXISTING TREES AND/OR VEGETATION; EXCAVATION OF UNSUITABLE MATERIAL, BACKFILLING, AND VIBRATORY COMPACTION OF OFF-SITE CLEAN FILL MATERIAL TO AN AVERAGE SITE ELEVATION OF +/- 14.25 FT. N.G.V.D.. CONSTRUCTION OF A DRAINAGE SYSTEM TO SERVE 0.B429 ACRE RETAIL COMMERCIAL DEVELOPMENT. If there have been any pre-application meetings, including at the project site, with regulatory staff, please list the date(s), location(s), and names of key staff and project representatives. SITE INSPECTION BY MS. BARBRA CONMY ON APP. FEB. 3, 1999 Please identify by number any MSSW/Wetland resource/ERP/ACOE Permits pending, issued or denied for projects at the location, and any related enforcement actions. Agency Date No.\Type of Application Action Taken Note: The followinQ information is reouired only for proiects proposed to occur in, on or over wetlands that need a federal dredQe and fill permit and/or authorization to use state owned submeroed lands and is not necessary when applvino solelv for an Environmental Resource Permit. Please provide the names, addresses and zip codes of property owners whose property directly adjoins the project (excluding applicant). Please attach a plan view showin9 the owner's names and adjoining property lines. Attach additional sheets if necessary. 1. 2. 3. 4. Page 3 of 4 By signing this application form, I am applying, or I am applying on behalf of the applicant, for the permit and any proprietary authorizations identified above, according to the supporting data and other incidental information filed with this application. I am familiar with the information contained in this application and represent that such information is true, complete and accurate. I understand this is an application and not a permit, and that work prior to approval is a violation. I understand that this application and any permit issued or proprietary authorization issued pursuant thereto, does not relieve me of any obligation for obtaining any other required federal, state, water management district or local permit prior to commencement of construction. I agree, or I agree on behalf of my corporation, to operate and maintain the permitted system unless the permitting agency authorizes transfer of the permit to a responsible operation entity. I understand that knowingly making any false statement or representation in this application is a violation of Section 373.430, F.S. and 18 U.S,C. Section 1001. ., P.S.M. pplicant (If no Agent is used) or Agent (If one is so authorized below) S' _PRESIDENT, SEXTON ENGINEERING ASSOCIATES, INC. (Corporate Title if applicable) AN AGENT MAY SIGN ABOVE ONLY IF THE APPLICANT COMPLETES THE FOLLOWING: r. I hereby designate and authorize the agent listed above to act on my behalf. or on behalf of my corporation, as the agent in the processing of this application for the permit and/or proprietary authorization indicated above; and to furnish, on request, supplemental information in support of the application, In addition, I authorize the above-listed agent to bind me, or my corporation, to perform al)Y requirement which may be necessary to procure the permit or authorization indicated above. I understand that knowingly making any false statemerit or representation in this application is a violation of Section 373.430, F.S. and 18 U.S.C. Section 1001. ABC LIQUORS, INC. SEE ATTACHED COPY OF POWER OF ATTORNEY TO MICHAEL F. SEXTON Typed/Printed Name of Applicant Signature of Applicant Date (Corporate Title if applicable) Please note: The applicant's original sianature Inot a copy) is reauired above. PERSON AUTHORIZING ACCESS TO THE PROPERTY MUST COMPLETE THE FOLLOWING: I either own the property described in this application or I have legal authority to allow access to the property, and I consent, after receiving prior notification, to any site visit on the property by agents or personnel from the Department of Environmental Protection, the Water Management District and the U.S. Army Corps of Engineers necessary for the review and inspection of the proposed project specified in this application, I authorize these agents or personnel to enter t property as many times as may be necessary to make such review and in spec 'on Fu the, I a ovide entry to the project site for such agents or personnel to monitor per t rk rant d. MICHAEL F. SEXTON, P.E., P.S.M, Typed/Printed Name Signature Date PRESIDENT, SEXTON ENGINEERING ASSOCIATES, INC. (Corporate Title if applicable) Page 4 of 4 Form 0971 ORI(W\I~1 s\ mMiTTi\L APR 1 9 1999 WPS 9 9 0 4 1 915 SECTION C Environmental Resource Permit Notice of Receipt of Application This information is required in addition to that required in other sections of the application. Please submit five copies of this notice of receipt of application and all attachments with the other required information. PLEASE SUBMIT ALL INFORMATION ON PAPER NO LARGER THAN 2' x 3'. Project Name: County: Owner: Applicant: Applicant's Address: ABC FINE WINE & SPIRITS. INC. PALM BEACH COUNTY ABC LIQUORS, INC. SEXTON ENGINEERING ASSOCIATES. INC. 1200 CORPORATE CENTER WAY, SUITE 102 WELLINGTON, FL. 33414 1. Indicate the project boundaries on a USGS quadrangle map. Attach a location map showing the boundary of the proposed activity. The map should also contain a north arrow and a graphic scale; show Section(s), Township(s), and Range(s); and must be of sufficient detail to allow a person unfamiliar with the site to find it. 2. Provide the names of all wetlands, or other surface waters that would be dredged, filled, impounded, diverted, drained, or would receive discharge (either directly or indirectly), or would otherwis~ be impacted by the proposed activity, and specify if they are in.an Outstanding Florida Water or Aquatic Preserve: OTHER SURFAeE WATERS. MAN-MADE POND ON PROPERTY; DISCHARGE INTO THE LAKE WORTH DRAINAGE DISTRICT'S LATERAL No. 24, 72" REINFORCED CONCRETE PIPE 3. Attach a depiction (plan and section views), which clearly shows the works or other facilities proposed to be constructed. Use multiple sheets, if necessary. Use a scale sufficient to show the location and type of works. SEE ATTACHED PLANS. 4. Briefly describe the proposed project (such as "construct a deck with boatshelter", "replace two existing culverts", "construct surface water management system to serve 150 acre residential development"): CONSTRUCTION OF A DRAINAGE SYSTEM TO SERVE 0.8429 ACRE RETAIL COMMERCIAL DEVELOPMENT. 5. Specify the acreage of wetlands or other surface waters, if any, that are proposed to be disturbed, filled, excavated, or otherwise impacted by the proposed activity: 0.20 ACRES 6. Provide a brief statement describing any proposed mitigation for impacts to wetlands and other surface waters (attach additional sheets if necessary):NONE REQUIRED Page 2 of 1 Form 0971 SECTION E INFORMATION FOR STANDARD GENERAL, INDIVIDUAL AND CONCEPTUAL ENVIRONMENTAL RESOURCE PERMITS FOR PROJECTS NOT RELATED TO A SINGLE FAMILY DWELLING UNIT Please provide the information requested below if the proposed project requires either a standard general, individual, or conceptual approval environmental resource permit and is not related to an individual, single family dwelling unit, duplex or quadraplex. The information listed below represents the level of information that is usually required to evaluate an application. The level of information required for a specific project will vary depending on the nature and location of the site and the activity proposed. Conceptual approvals generally do not require the same level of detail as a construction permit. However, providing a greater level of detail will reduce the need to submit additional information at a later date. If an item does not apply to your project, proceed to the next item. PLEASE SUBMIT ALL INFORMATION ON PAPER NO LARGER THAN 24" X 36". I. Site Information A. Provide a map{s) of the project area and vicinity delineqting USDA/SCS soil types. SEE ATTACHEb PROJECT AREA MAP AND SCS SOILS MAP. B. Provide recent aerials, legible for photo-interpretation with a scale of 1" = 400 ft, or more detailed, with project boundaries delineated on the aerial. SEE ATTACHED AERIALS. C. Identify the seasonal high water or mean high tide elevation and normal pool or mean low tide elevation for each on site wetland or surface water, including receiving waters into which runoff will be discharged. Include dates, datum, and methods used to determine these elevations. RUNOFF WILL BE DISCHARGED INTO THE LWDD'S 72" RECEIVING PIPE ADJACENT TO THE PROPERTY. THE ELEVATION IN THIS CONVEYANCE IS MAINTAINED AT 8.50 FT. N.G.V.D. BY LWDD. DATA PROVIDED BY LWDD. D. Identify the wet season high water tables at the locations representative of the entire project site. Include dates, datum, and methods used to determine these elevations. WET SEASON HIGH WATER IS MAINTAINED BY LWDD AT ELEVATION 8.50 FT. N.G.V.D. DATA PROVIDED BY LWDD II. Environmental Considerations A. Provide results of any wildlife surveys that have been conducted on the site, and provide any comments pertaining to the project from the Florida Game and Fresh Water Fish Commission and the U.S. Fish and Wildlife Service, N/A B. Provide a description of how water quantity, quality, hydroperiod, and habitat will be maintained in on-site wetlands and other surface waters that will be preserved or will remain undisturbed. N/A. TOTAL SITE IS DEVELOPED. Page 1 of 7 Form 0971 C. Provide a narrative description of any proposed mitigation plans, including purpose, maintenance, monitoring, and construction sequence and techniques, and estimated costs. N/A D. Describe how boundaries of wetlands or other surface waters were determined. If there has ever been a jurisdictional declaratory statement, a formal wetland determination, a formal determination, a validated informal determination, or a revalidated jurisdictional determination, provide the identifying number. NONE E. Impact Summary Tables: 1. For all projects, complete Table 1, 2 and 3 as applicable. N/A 2. For docking facilities or other structures constructed over wetlands or other surface waters, provide the information requested in Table 4.N/A 3. For shoreline stabilization projects, provide the information requested in Table 5.N/A III. Plans Provide clear, detailed plans for the system including specifications, plan (overhead) views, cross sections (with the locations of the cross sections shown on the corresponding plan view), and profile (longitudinal) views of the proposed project. The plans must be signed and sealed by a an appropriate registered professional as required by law. Plans must include a scale and a north arrow. These plans should show the following: SEE ATTACHED PLANS A. Project area boundary and total land area, including distances and orientation from roads or other land marks; SEE ATTACHED SURVEY B. Existing land use and land cover (acreage and percentages). and on-site natural communities, including wetlands and other surface waters, aquatic communities, and uplands. Use the Florida Land Use Cover & Classification System (FLUCCS)(Level 3) for projects proposed in the South Florida Water Management District, the St. Johns River Water Management District, and the Suwannee River Water Management District and use the National Wetlands Inventory (NWI) for projects proposed in the Southwest Florida Water Management District. Also identify each community with a unique identification number which must be consistent in all exhibits. THE EXISTING LAND USE IS C-3 COMMERCIAL. THE SITE HAS A 0.2 AC. MAN MADE POND SURROUNDED BY SOME EXOTICS WITH THE REMAINDER OF THE PROPERTY CONTAINING MOSTLY BARE SOIL AND VEGETATION. C. The existing topography extending at least 100 feet off the project area, and including adjacent wetlands and other surface waters. All topography shall include the location and Page 2 of 7 Form 0971 a description of known benchmarks, referenced to NGVD. For systems waterward of the mean high water (MHW) or seasonal high water lines, show water depths, referenced to mean low water (MLW) in tidal areas or seasonal low water in non-tidal areas, and list the range between MHW and MLW. For docking facilities, indicate the distance to, location of, and depths of the nearest navigational channel and access routes to the channel. SEE ATTACHED SURVEY D. If the project is in the known flood plain of a stream or other water course, identify the flood plain boundary and approximate flooding elevations; Identify the 100-year flood elevation and floodplain boundary of any lake, stream or other watercourse located on or adjacent to the site; 100 YEAR FLOOD ELEVATION = 15,55FT N.G.V.D. E. The boundaries of wetlands and other surface waters within the project area, Distinguish those wetlands and other surface waters that have been delineated by any binding jurisdictional determination; SEE ATTACHED SURVEY F. Proposed land use, land cover and natural communities (acreage and percentages). including wetlands and other surface waters, undisturbed uplands, aquatic communities, impervious surfaces, and water management areas. Use the same classification system and community identification number used in III (B) above. THE PROPOSED LAND USE IS C-3 COMMERCIAL WITH APPROXIMATELY 55% (0.47 AC.) PARKING AND SIDEWALKS, 25% (0.21 AC) BUILDING, AND THE REMAINING 20% (0.15 AC) LANDSCAPING AND PLANTINGS. SEE ATTACHED LANDSCAPE PLANS FOR QUANTITIES AND SPECIES OF NEW PLANTINGS. G. Proposed impacts to wetlands and other surface waters, and any proposed connections/outfalls to other surface waters or wetlands; SEE A TT ACHED PLANS H. Proposed buffer zones; SEE ATTACHED PLANS I. Pre and post-development drainage patterns and basin boundaries showing the direction of flows, including any off-site runoff being routed through or around the system; and connections between wetlands and other surface waters; SEE ATTACHED PLANS AND SURVEY. J. Location of all water management areas with details of size, side slopes, and designed water depths; SEE ATTACHED PLANS AND SURVEY K. Location and details of all water control structures, control elevations, any seasonal water level regulation schedules; and the location and description of benchmarks (minimum of one benchmark per structure); SEE ATTACHED PLANS AND SURVEY L. Location, dimensions and elevations of all proposed structures, including docks, seawalls, Page 3 of 7 Form 0971 utility lines, roads, and buildings; SEE ATTACHED PLANS AND SURVEY M. Location, size, and design capacity of the internal water management facilities; SEE ATTACHED PLANS AND DRAINAGE CALCULATIONS N. Rights-of-way and easements for the system, including all on-site and off-site areas to be reserved for water management purposes, and rights-of-way and easements for the existing drainage system, if any; SEE ATTACHED PLANS AND SURVEY O. Receiving waters or surface water management systems into which runoff from the developed site will be discharged; SEE ATTACHED PLANS AND SURVEY P. Location and details of the erosion, sediment and turbidity control measures to be implemented during each phase of construction and all permanent control measures to be implemented in post-development conditions; SEE A TT ACHED PLANS O. Location, grading, design water levels, and planting details of all mitigation areas; N/A R. Site grading details, including perimeter site grading; SEE ATTACHED PLANS S. Disposal site for any excavated material, including temporary and permanent disposal sites; ATLAS PEAT AND SOIL, INC.,S.R. 7IU.S. 441), BOYNTON BEACH, FL. T. Dewatering plan details; N/A U. For marina facilities, locations of any sewage pumpout facilities, fueling facilities, boat repair and maintenance facilities, and fish cleaning stations; N/A V. Location and description of any nearby existing offsite features which might be affected by the proposed construction or development such as stormwater management ponds, buildings or other structures, wetlands or other surface waters. NONE W. For phased projects, provide a master development plan. N/A IV. Construction Schedule and Techniques Provide a construction schedule, and a description of construction techniques, sequencing and equipment. This information should specifically include the following: A. Method for installing any pilings or seawall slabs; N/A B. Schedule of implementation of a temporary or permanent erosion and turbidity control measures; N/A Page 4 of 7 Form 0971 C. For projects that involve dredging or excavation in wetlands or other surface waters, describe the method of excavation, and the type of material to be excavated; USE OF AN EXCAVATOR (HYDRAULIC TRACKHOE) TO REMOVE UNSUITABLE MATERIAL (I.E. MUCK, PEAT, ORGANICS, SEE ATTACHED GEOTECHNICAL REPORT) AND HAUL OFF-SITE WITH DUMP TRUCKS. D. For projects that involve fill in wetlands or other surface waters, describe the source and type of fill material to be used. For shoreline stabilization projects that involve the installation of riprap, state how these materials are to be placed, (i.e., individually or with heavy equipment) and whether the rocks will be underlain with filter cloth; WINSTON TRAILS SOIL BANK, BOYNTON BEACH, FL.; No.1 FILL (PALM BEACH SAND, AASHTO CLASSIFICATION A-1, A-3) E. If dewatering is required, detail the dewatering proposal including the methods that are proposed to contain the discharge, methods of isolating dewatering areas, and indicate the period dewatering structures will be in place (Note a consumptive use or water use permit may by required); TEMPORARY EARTHEN SILTRATION PONDS WILL BE CONSTRUCTED ON SITE. WATER PUMPED FROM DEWATERING IS ALLOWED TO SETTLE IN TEMPORARY EARTHEN SILTRATION PONDS. WATER FROM THE LAST TEMPORARY EARTHEN POND IS PUMPED INTO THE LWDD'S L-24 LATERAL 72" CONCRETE PIPE. F. Methods for transporting equipment and materials to and from the work site. If barges are required for access, provide the low water depths and draft of the fully loaded barge; DUMP TRUCKS G. Demolition plan for any existing structures to be removed; NONE H. Identify the schedule and party responsible for completing monitoring, record drawings, and as-built certifications for the project when completed. SEXTON ENGINEERING ASSOCIATES, INC., WELLINGTON, FL. V. Drainage Information: SEE ATTACHED DRAINAGE CALCULATIONS. A. Provide pre-development and post-development drainage calculations, signed and sealed by an appropriate registered professional, as follows: 1. Runoff characteristics, including area, runoff curve number or runoff coefficient, and time of concentration for each drainage basin; Page 5 of 7 / , Form 0971 2. Water table elevations (normal and seasonal high) including aerial extent and magnitude of any proposed water table drawdown; 3. Receiving water elevations (normal, wet season, design storm); 4. Design storms used including rainfall depth, duration, frequency, and distribution; 5. Runoff hydrograph(s) for each drainage basin, for all required design storm event(s) ; 6. Stage-storage computations for any area such as a reservoir, close basin, detention area, or channel, used in storage routing; 7. Stage-discharge computations for any storage areas at a selected control point, such as control structure or natural restriction; 8. Flood routings through on-site conveyance and storage areas; 9. Water surface profiles in the primary drainage system for each required design storm event(s); 10. Runoff peak rates and volumes discharged from the system for each required design storm event(s); and 11. Tail water history and justification (time and elevation); 12. Pump specifications and operating curves for range of possible operating conditions (if used in system).N/A B. Provide the results of any percolation tests, where appropriate, and soil borings that are representative of the actual site conditions; SEE A TT ACHED GEOTECHNICAL REPORT. C. Provide the acreage, and percentages of the total project, of the following: 1. impervious surfaces, excluding wetlands, 0.00 AC, 0.00% 2. pervious surfaces (green areas, not including wetlands), 0.6 AC, 75% Page 6 of 7 Form 0971 3. lakes, canals, retention areas, other open water areas, 0.2 AC, 25% 4. wetlands; 0.00 AC, 0.00% D. Provide an engineering analysis of floodplain storage and conveyance (if applicable), including: N/A 1 . Hydraulic calculations for all proposed traversing works; 2. Backwater water surface profiles showing upstream impact of traversing works; 3. Location and volume of encroachment within regulated floodplain(s); and 4. Plan for compensating floodplain storage, if necessary, and calculations required for determining minimum building and road flood elevations. E. Provide an analysis of the water quality treatment system including: 1. A description of the proposed storm water treatment methodology that addresses the type of treatment, pollution abatement volumes, and recovery analysis; EXFIL TRA TION TRENCHES 2. Construction plans and calculations that address stage-storage and design elevations, which demonstrate compliance with the appropriate water quality treatment criteria. SEE ATTACHED PLANS AND DRAINAGE CALCULA TIONS. F. Provide a description of the engineering methodology, assumptions and references for the parameters listed above, and a copy of all such computations, engineering plans, and specifications used to analyze the system. If a computer program is used for the analysis, provide the name of the program, a description of the program, input and output data, two diskette copies, if available, and justification for model selection. SEE ATTACHED DRAINAGE CALCULATIONS VI. Operation and Maintenance and Legal Documentation A. Describe the overall maintenance and operation schedule for the proposed system. N/ A Page 7 of 7 ~ SEXTON El\ ';INEERING AS~-)CIATES, INC. ~ Consulting Engineers and Surveyors Project Name/Address: ABC Fine Wine & Spirits, Inc. 1501 Boynton Beach Blvd., S. R. 804, Boynton Beach, Florida 33436 Project Description: 0.8429 acres of the C-3 Community Commercial Zoning District located on the Northeast comer at the intersection of State Road 804 Boynton Beach Blvd. and Winchester Park Blvd. in the City of Boynton Beach, Section 30, Township 45 South, Range 43 East, Palm Beach Palm Beach County, State of Florida. ENGINEER'S CERTIFICATION To Whom It May Concern: I hereby certifY I am a professional engineer duly registered in the State of Florida acting as the professional engineer in responsible charge of the above referenced project. I hereby certifY that the Surface Water Management System (i.e, drainage) for the above referenced project will conform with all rules, regulations, codes, etc. including, but not limited to, Chapter 6, Article IV, Section 5 of the City of Boynton Beach Land Development Regulations. Si'f<</4 M{chael F. Sexton, P.E. Florida Registration No: 28558 Date: ;v1...... vi.. Z-Z/ 1'1 91 NOTE: THIS CERTIFICATION IS MADE TO THEABOVE REFERENCED PROJECT ONLY, AND IS NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA REGISTERED PROFESSIONAL ENGINEER MAKING THIS CERTIFICATION. 1200 Corporate Center Way, Suite 102. Wellington, Florida 33414 . Phone: 561-792-3122 . Fax: 561-792-3168 FLORIDA DEPARTMENT OF TRANSPORTATION LAWTON CHILES GOVERNOR THOMAS F. BARRY, JR. SECRETARY DISTRICf FOUR - Permits Office 3400 West Commercial Boulevard Ft. Lauderdale, Florida 33309-3421 Telephone (954) 777-4383, Fax (954) 677-7893 clark.turberville@dot.state.fl.us December 8, 1998 THIS PRE-APPLICATION FINDING MAY NOT BE USED AS A BASIS FOR PERMIT APPROVAL AFTER JUNE 8, 1999 THIS DOCUMENT IS NOT A PERMIT APPROVAL Michael F. Sexton P.E. Sexton Engineering Services 1200 Corporate Center Way, Suite 102 Wellington, Florida 33414 Dear Mr. Sexton: RE: Pre-application Review for vehicular access connection 0J AC) permit request Stale Section 93200, State Road 804, Approx. M.P. 6.900 Location 145' east of Winchester Park Boulevard, north side Posted Speed 45 m.p.h., Access Class 5, Connection Category C Palm Beach County, Urban Request: Right in right out V AC Applicant: ABC Fine Wine and Spirits, Property Owner: ABC Fine Wine and Spirits Business Name & Address: ABC Fine Wine and Spirits A Pre-application Review of the subject project was conducted at your request December 8, 1998, The purpose of the Pre-application Review for V AC is to establish agreement on the permit category, number, type, and general location of V ACs of the applicant's property to the State highway. We have given the plan, as presented, as thorough a review as possible at this point and our comments or fmdings are as follows: We approve the concept as submitted and we invite you to submit a permit application package to the local maintenance office with engineering drawings that reflect the concept approved here. Please include a copy of this letter with the application. Comments: Dimensions between features are from the near edge of each feature unless otherwise indicated. Favorable review of the proposal generally means that you may develop plans complying with the Review comments and submit them, within six months, to the Departtnent for permit processing. When permit requests are submitted subsequent to a Pre-application Review, Departtnent permits personnel have the duties of checking the viability of the design plans in terms of standards compliance and constructibility. In keeping with the spirit of the Rule, the Department will attempt to abide with the Review comments favorable to your plan to the extent that necessary discretion is available to the Permits Engineer. Unfavorable review generally means that a permit application based on the design proposal would likely be denied. If you should have any questions please contact us at the telephone number or e-mail address shown above. Sincerely, Atv') L----'" Clark D. Turberville, P.E. District Permits Engineer .-' CDT/jma RECEllfF.D cc: Jan Thakkar, P.E. Alan Rothmann Andy Vaillancourt, P.E. DEe 1 G 1998 File: 6520.02/ f:\users\permit_ d\permit\conceptu\abcfmew. wpd http://www.dot.state.fl.us Sexton 1;;<1'" """OC ~.- . .......... . S SSOCIATES, INC. NO SURVEYORS ay, Suite 102 3414 Phone: 561-792-3122 Fax: 561-792-3168 DATE: LETTER OF TRANSMITTAL 06/28/99 JOB: ABC Fine Wine and Spirits " TO: ML tv1ichael ~ump~___ City of Boynton Beach 100 East Boynton Beach Blvd, P.O. Box 310 Boynton Beach, Florida 33425-0310 SEA: .f'{E: 1172 Final Response to Commission Commen Approval Dated 6/15/99 ~TTENTI~__Jv1--,=-MJcha.e!~l11pf .. ,.' To Be Picked Up l l-..J U.S. Mali Federal Express W Hand Delivery WE ARE SENDING YOU VIA: FAX L>U r-J Hard copy transmitted as follows: [] Originals IXl Blue/Black Line Prints Sepia Transparencies I I Photocopies u Reports Shop Drawin9s t__1 Copy of letter Surveys 1 2 3 4 5 6 7 8 4 4 4 4 4 1 1 1 LATESY-'QAtE DESCRIPTION --~~11';;;+se:t~n Engineering.Site Development PTans-S~t:1-8,Site Development Plan Sh oilH8/99 'Survey by Manucy & Asscoiates 06/21/99 Land Desi9n South_1anctscape- pian and Detail Sheet ------------ 06/21/99 Land Design South Irrigation Plan _______ 06/24/99 Arterbury Architect's, Inc., Sheet A-5, Exter:i(),.:Elevations_________ 06/25/99 Roof Tile -------- ---,----,-----,-- 06/28/99 Wall Tile 06/28/99 2 Color Samples (ICI No. 491 Ivory Beige, 672Jus.k_Tu_s,kL _____ NUMBER COPIES EACH THESE ARE TRANSMITTED as checked below: I X I As requested For your information C As we discussed For your signature r-I X For approval _ _ ___ For review and comment r I For corrections D Returned after loan ~ lei 99. MP' 30YV791070 ICt Me, Jeff Sluggett at 1-561-689-2202 or Tusk Tusk I~ lcerely, ,XTON ENGINEERING ASSOCIATES, INC. RETAIN THIS PORTION OFCKIP RETAIN HIlS PORTIQr>l OFCHIP SEXTON ENGINEERING ASSOCIATES, INC. CONSULTING ENGINEERS AND SURVEYORS 1200 c............ Cenler Way, SuiIe 102 Wellington, FL 33414 Phone: 561-792-3122 Fax: 561-792-3168 DATE: ~II t:R OF TRANSMmAL 07/09/99 JOB: ABC Fine Wine and Spirits TO: Mr. Geoffrey B. S1uggell Geoffrey B. Sluggell & Associates 1555 Palm Beach Lakes BIYd., Swile 1208 West Palm Beach, FL. 33401 0) b31- ~~~ r-A"- G~I- (; -3 ~ 0 SEA: RE: 11n lnigation Plan ATTENTION: Mr. Geoffrey B. S1uggell WE ARE SENDING YOU VIA: D FAX rn D Hard copy transmilled as follows: Federal Express D r- [j Copy of letter Surveys L~ To Be Picked Up i1 U.S. Mail Hand Delivery D Originals rn Blue/Black Line Prints D Reports U Sepia Transparencies LJ Photocopies LJ Shop Drawings NUMBER ~ COPIES EACH LATEST DATE DESCRIPTION . I ~ ... --'- 1 1 4 ~7/12199 ILand Design South Irrigation Plan Signed & Sealed . .- ..- _.---- r:== =:J-=r- =t= n'_ -- -- - : j .-' . ~. - -' -., l ~ ,- - .._. .- -, r- - I I . :=r-- I r- THESE ARE TRANSMITTED as checked below: ITI As requested R For your information D As we discussed ~ For your slgnature D For approval ~ For review and comment B For corrections Returned after loan REMARKS: '[ Dear Jeff, .' Here is the Irrigation Plan from Land Design South with the corrected water source information. Ilf you have any questions or if I can be of any further assistance, please contactmet at the numbers above. Thanks, John Sincerely, SEXTON ENGINEERING ASSOCIATES, INC. FILE: !Xl General D Geotech o Permits D R1W-Survey Dutilities LJ Contracts