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CORRESPONDENCE Department of Engineering and Public Works P.O. Box 21229 West Palm Beach. FL 33416-1229 (561) 684-4000 www.pbcgov.com . Palm Beach County Board of County Commissioners Karen T. Marcus. Chair Tony MasHotti. Vice Chairman Jeff Koons Warren H. Newell Mary McCarty Burt Aaronson Addie L. Greene County Administrator Robert Weisman "An Equal Opportunity Affirmative Action Employer" @ printed on recycled paper March 1, 2004 Mr. Michael Rumpf Director Planning & Zoning City of Boynton Beach 100 East Boynton Beach Boulevard Boynton Beach, FL 33425-0310 RE: Deliverance by Faith Church TRAFFIC PERFORMANCE STANDARDS REVIEW Dear Mr, Rumpf: The Palm Beach County Traffic Division has reviewed the traffic generation statement for the project entitled; Deliverance by Faith Church, pursuant to the Traffic Performance Standards in Article 15 of the Palm Beach County Land Development Code. The project is summarized as follows: Location: Northeast corner of Seacrest Boulevard and NE 10th Avenue intersection, Boynton Beach Vacant 3,090 SF Church 92 2 AM and 2 PM 2004 Municipality: Existing Use: Proposed Uses: New Daily Trips: New PH Trips: Build-out: Based on our review, the Traffic Division has determined that the proposed project meets the Traffic Performance Standards of Palm Beach County. No building permits are to be issued by the town, after the build-out date specified above. The County traffic concurrency approval is subject to the Project Aggregation Rules set forth in the Traffic Performance Standards Ordinance. If you have any questions regarding this determination, please contact me at 684-4030. Sincerely, ~ ~HE COUNTY Masoud Atefi, Sr. Engineer- [0), ~ @ ~ n WI ~ ~ ~Ji W\R ?004 lu L.---.J '.. cc: MTP Group File: General - TPS - Mun - Traffic Study Review OFF'AH (~.~FNl ~~~~\/' I. ------ F :\TRAFFIC\ma\Admin\Approva!s\040230.doc p '-rIle City of Boynton Beach DEVELOPMENT DEPARTMENT PLANNING AND ZONING DMSON 100 E. Boynton Beach Boulevard P.O. Box 310 Boynton Beach, Florida 33425-0310 TEL: 561-742-6260 FAX: 561-742-6259 www.boynton-beach.org February 20, 2004 Mr. Masoud Atefi MSCE, 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: Deliverance by Faith Dear Mr. Atefi: The enclosed traffic generation statement, prepared by MTP Group, Inc. was recently received by Planning and Zoning for the above-referenced application. Please review the enclosed information for conformance with the County's Traffic Performance Standards Ordinance, . and provide Tim Large, Building Code Administrator and me with your written response. If you have questions regarding this matter, please call me at (561) 742-6260. Sincerely, ~ ~ Michael W. Rumpf o Director of Planning and Zoning MWR/sc Feb 18 04 02:47p JMS ARCH DESIGN 561 735 SSS2 p.2 ..... t -':: ""'_ . MTP Group, Inc. 12798 Forest Hili Boulevew. Suite 303 West Palm Beach. FL 33414-4704 Phone: (561) 795-0678 Te/efax: (561) 795-0230 February 6, 2004 Mr. Michael E. Sipula JMS Architectural Design 211 South Fedeml Highway, Suite II Boynton Beach, Florida 33435 Re: Delivenmce by Faith Church Dear Mr. Sipula: There is a proposal to build a 3,090 square foot church at the northeast corner of the intersection ofN.E. 10tb Avenue and SeacrestBoulevard in the City ofBoynton Beach, Florida. The site is currently vacant and the project is to be completed in the year 2004. Access to the site is to be provided through an access driveway 00 N .E. 10111 Avenue. Per your request, this study has been prepared to comply with the requirements of Palm Beach County T1-qfJic Performance Standards (TPS) Article 12 of the Palm Beach County Unified Land Development Code. The trip genemtion characteristics of the development have been determined using the Institute of Transportation Engineers, "Trip Generation Report", 7"" Edition. Table 1 presents the trip genemtion characteristics of the proposed development while table 2 presents the trip generation rates. As shown in Table 1, the proposed development has the potential to generate less than 20 trips during the peak hours. Therefore, based on Palm Beach County Traffic Performance Standards the proposed developments meets TPS requirements and does not require a traffic study. Should you have any questions about this project, do not hesitate to give us a call at (561) 795-0678. Sincerely, Mirria.M..Tejem, P..E'-" President . . " . . . Florida Registration Number 44095 Attachments: Table 1 C:\DllcumeollS IIIlll Sel1iD&s1Mily\My Doc:umaIls\mtp\Ddi\'llnlllel; by FBi'" 0Iwd> SlacmaIl.wpd .... ""- Feb 18 04 02:4?p ~ ! .Q cr .f ~ rb l! o ~ Cl Cl .g. .... i .~ ~ :x: o "I- ::;)z :x:w O:i xo. 1-0 -~ o:(w LI.> >-w me WO ow zU) ~~ wo >0: ::::iQ. w o c o ;:i ~I! CD CD -c ,QCD ~" Q. .;: ... JM~ ARCH DESIGN .... :::1 .....0 ..... 0 .. :::1 0 :x: oX .5 . ..... 0 ... :. :i Q. iii '0 C"l 0 co.( t- ..... :::1 ..... 0 ..... 0 .. :::1 0 X .ll: .5 III .....0 ..... CD Q. :i c:( ]j C"l0 N 0 ... >0 u =E N 0 C"l III f! en en 0... .... c o~ :::1 en 0 0 00 E ~ Cl 0:( MO I/) 0. "t: ... .... CD Z CD II) :::l "0 C III ~ >0- m .s:. .:. ~ CD CI) :s 411 .s:. . 0 Q. J III " NS Ill;:i jSl! III CD I-C CD C) 0. "C I- 561 -,:}5 9992 .... 'fI. :s 0 ~ .. :s 0 X oX ::::e .E 0 III N CD 10 a. :IE 0. ~ <0 co 0 -; ~ 0 0 co ''It .. 5 :x: oX ~ .5 0 III ..,. CD 10 Go ~ ! C"l ,... {:. 0 c 0.9. 'C- ..... I- l!! ..... >00 ai - C - CIJ ~C) CIJ 0 W -g !:: co 0 10 Xl I/) J:: ~ "0 ~ C :s ~ J:: 0 p.3 a; CD u. e III :::1 CT U) o o ct or- CD jS . 'C <<II > ~ (') ~ ~ 'E ~;t .!!!'ll' ::J~ &511J Q~~ .!:1:Cl 'ti ~ g.e~ &~~ It ~ .5; j..;:K~ ~~~ - C CD "0 C CD 0. CD "0 .5 II 2-09-204 2:41PM FROM MTP GROUP INC WPB FL +1 561 7950230 P.2 ""- . MTP Group, Inc. 12798 FO~I HIn BOUlltvard, Suilrt 303 W&st Palm Beach. FL 33414-4704 Phone (561) 795-0678 Te/efBx. (5tH) 795-0230 February 6, 2004 Mr. Michael E. SipuJa JMS Arohitecturol Design 211 South Federal Highway. Suite 11 . Boynton Beach, Florida 33435 Re: Deliverance by Faith Church Dear Mr. Sipula: There is a proposal to build a 3,090 square foot church at the northeast comer of the intersection ofN.E. 10'" A venue and Seacrest Boulevard in the City ofBoynton Beach, Florida. The site is currently vacant and the project is to be completed in the year 2004, Access to the site is to be provided through .an access driveway on N .E. 1 CYh Avenue. Per your request, this study has been prepared to comply with the requirements of Palm Beach County Traffic Performance Standards (IPS) Article /2 of the Palm Beach County Unified Land Development Code. The trip generation characteristics of the development have been determined using the Institute of Transportation Engineers, 'Trip Generation Report", 7'" Edition. Table 1 presents the trip generation characteristics of the proposed development while table 2 presents the trip generation rates. As shown in Table I, the proposed development has the potential to 8encnrte less than 20 trips during the peak hours. Therefore, based on Palm Beach COUllty Traffic Performance Standards the proposed developments meets TPS requirements and does not require a traffic study. Should you have any questions about this project, do not hesitate to give us a call at (561) 795-0678. .. __ Jw.J'" ........ "'- "'.. , " , " - p;./ tJi.1!>1 ...... ~n _ "'.. _... . , , ..... ,__ MariaM. Tej~ra, P.'E.,' Pres'ideot '. ' Florida Registration Number 44095 Attachments: Table J C:~....s~~~~byF.IttOauldlSllmlll:rU,1OpCI .. -. 2-09-204 2:42PM ~ ! ,Q 0- J' ,8 rh ~ o 5i <:l ... 'C;: r- 11l c;: l! f ~ J: o 0::.... :=2: :I:W O:t :I:Q. ....0 -..J Cw u,,> >w me wQ (,)w ztn ~~ ~~ ':::;0.. w C ~ - ~E CD CD -c: .QeII ~C) D- 'j; .... FROM MTP GROUP INC WPB FL +1 561 7950230 ... ::s ..... 0 ..... 0 ... ;J 0 :t .)C. oS III .... 0 ~ ell CL. ~ D.. Ci - N 0 N 0 .... .... ::I ..... 0 .... 0 ... ::J 0 :r:: .. .5 lD ..... 0 .... ., D. ~ -- C'lI '0 ... 0 N .... >, u :::E N 0 ~ .. III en at:. = 0 '*' ::J en 0 ct 0 E Q M 0 -cc: .. D- -.:; t- - lD Z lD .. ::>> "CI c:: "' ...a ~ .r:. , ... ~ CD ell ::J (II J: C'lI 0 D.. ! a:: N5 4:1';; :Of lDCD t-c lD t!) Q. '1: .... .... ~ ::J .. 0 CD .... .... ::s 0 X .:t:. ~ .= .. :8 N Q. I() ~ a. - U> C'lI - C() 0 c;) .... - <t- ::I 0 CD .... ... ::I 0 :a: jJ(. ~ ..5 .. 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