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APPLICATION SITE PLAN APPROVAL APPLICATION City of Boynton Beach, Florida Planning and Zoning Board This application must be filled out completely and accurately and submitted in one (1) copy to the Planning Department. Incomplete applications will not be processed. Please print legibly or type all information. I. GENERAL INFORMATION 1. Project Name: BIBLE CHURCH OF GOD 2. Date this application is accepted: (to be filled out by Planning Dept.) 3. Applicant's name (person or business entity in whose name this application is made): BIBLE CHURCH OF GOD INC. Address: 560 N.W. 10th.Ave. Boynton Beach Phone: (407) 737-7459 4. Agent's Name (person, if any, representing applicant): David Banks & or Malek & Associates Inc. Address: 8115 Ambach Way_ 100 E.Linton BlvdaSuitf> 40?B Hypoluxo. FI. Delrav Beach.Fla. 33481 Phone: (407) 582-6539 (407) 277-1800 5. Property OWner's (or Trustee's) Name: Bible Church of GOD Address: 560 N.W. 10th.Ave. Boynton Beach, Fla. Phone: (407) 582-6539 6. Correspondence address (if different than applicant or agent)*: MALEK & ASSOCIATES INC. 100 E.Linton Blvd. Suite 402 B-Delray Beach~Fla.33q * This is the address to which all agendas, letters, and other materials will be mailed. Planning Dept. 1/89 Page 2 7. What is applicant's interest in the premises affected? (Owner, buyer, lessee, builder, developer, contract purchaser, etc.) OWNER 8. street address or location of site: ~I y" ps.1 fij/J/ AI <:-11 f'ill ~/ {, 9. Legal description of site and property control i: The South 100 feet of the Northeast quarter(N.E.1/4) of the Northeast quarter(N.E.1/4)and the south 165 feet of the. Northwest quarter(N.W.l/4) of the Northeast quarter(N.E.1/4) of Section ,21.Townsbip 4..5... South.Ranee 43 East. Palm Beach County,Florida.Less the right of way for Seacrest Boulevard as de.scribed in'officl,ql record book 5359rPa2:e 675 of.Ltt Public records of Palm Beach County,Florida. 10. Intended use{s) of site: CHURCH 11. Developer or builder: MILTON RUSSELL.General Contractor Architect: 12. 13. 14. 15. NEIL WENZEL Landscape Architect: N/A Site Planner: MAl.EK & ASSOCIATES INC. Engineer: MALEK & ASSOCIATES INC. 16. Surveyor: O'Brien Suiter & O'Brien Inc. 17. Traffic Engineer: MALEK & ASSOCIATES INC. 18. Has a site plan been previously approved by the City Commission for this property? NO 19. Estimated construction costs of proposed improvements shown on this site plan: ft' 88~ ~;!) D 1 ~~' Ii.f) J / ..- ....c ... (;;I Planning Dept. 1/89 Page 3 II. SITE DATA The following information must be filled out below and must appear, where applicable, on all six (6) copies of the site plan. 1. Land Use Category shown in the Comprehensive Plan 2. 3. Zoning District Area of Site R-1-A acres 4.77 sq. ft. 4. Land Use -- Acreage Breakdown a. Residential, including N/A surrounding lot area or grounds acres % of site b. Recreation Areas * (excluding water area) acres % of site c. Water Area acres % of site e. Industrial N/A N/A N/A acres % of site d. Commercial acres % of site f. Public/Institutional 4.77 acres 100 % of site g. Public, private and Canal rights-of-way acres % of site h. Other (specify) acres % of site i. Other (specify) acres % of site j . Total area of site 4.77 acres 100 % of site * Including open space suitable for outdoor recreation, and having a minimum dimension of 50 ft. by 50 ft. 5. Surface Cover a. Ground floor building 28,086 sq. ft. 13.52 % of site area ( "bui lding footprint") b. Water area sq. ft. % of site c. Other impervious areas, including paved area of public & private streets, paved area of parking lots & driveways (ex- cluding landscaped areas), and sidewalk~ patios, decks, and athletic courts. 136, 778 sq. ft. 65.83 % of site d. Total impervious area 164,864 sq. ft. /Y.j) % of site e. Landscaped area 12,023 sq.ft. inside of parking lots (20 sq. ft. per interior parking space required- see Sec. 7.5-35(g) of Landscape Code). Planning Dept. 1/89 5.79 % of site' Page 4 f. Other landscaped areas, 11,693 sq. ft. 5.63 % of site excluding water area g. Other pervious areas, including golf courses, natural areas, yards, and swales, but excluding 13,245 6.37 % of site water areas sq. ft. h. Total pervious areas 36.961 sq. ft. ]7.79 % of site i. Total area of site sq. ft. % of site 6. Floor Area a. Residential N/A sq. ft. b. Commercial/Office N/A sq. ft. c. Industrial/Warehouse sq. ft. d. Recreational sq. ft. e. Public/Institutional sq. ft. f. Other (specify) sq. ft. g. Other (specify) sq. ft. h. Total floor area sq. ft. 7. Number of Residential Dwelling Units a. Single-family detached N/A dwelling units b. Duplex N/A dwelling units c. Multi-Family (3 + attached dwelling units) ( 1 ) Efficiency dwelling units ( 2) 1 Bedroom dwelling units ( 3 ) 2 Bedroom dwelling units ( 4 ) 3+ Bedroom dwelling units d. Total mUlti-family N/A dwelling units e. Total number of dwelling units N/A 8. 9. Gross Density N/A dwelling units per acre Maximum height of structures on site 20' feet 1 stories 10. Required off-street parking a. Calculation of required number of off-street parking spaces b. Off-street parking spaces provided on site plan I Parking for fellowship hall, Sanctuary and choir=24,393/100= 244 269 spaces II Parking for offices,robe room and fayer= 3,692/300 Total = 13 -257- Planning Dept. 1/89 Page 9 IV. MISCELLANEOUS The following materials must be submitted in one (1) copy: (check) ~ 1. A check, payable to the City of Boynton Beach, as per v the attached fee schedule. 2. For projects that generate at least three thousand ' (3,000) vehicle trips per day or two hundred and fifty (250) single directional vehicle trips in a one (1) hour period, a traffic impact analysis must be su~mitted 3. Any other engineering and/or technical data, as may be required by the Technical Review Board to determine compliance with the provisions of the City's Code of Ordinances. V. CERTIFICATION (I) (We) understand that this application and all papers and plans submitted herewith become a part of the permanent records of the Planning and Zoning Board. (I) (We) hereby certify that the above statements and any statements or showings in any papers or plans submitted herewith are true to the best of (my) (our) knowledge and belief. This application will not be accepted unless signed according to the instructions below. )I 'If; J/c39 Date . VI. A~RIZATION OF AGENT Iii wi II t~( Mn/61< ~ APu(J~) Signature of Authorized Agent 9/$ ~/d 7 Dat'f! (I) (We) hereby designate the above signed person as (my) (ou r) authorized agent in regard to this ~1~rx3~ Sture of Owner(s) or Trustee, or Authorized Principal if property is owned by a corporation or other business entity. application. Vz- 3h f' Date SPACE BELOW THIS LINE FOR OFFICE USE ONLY Review Schedule: Date Received: Technical Review Board Planning & Zoning Board Community Appearance Board City Commission Stipulations of Final Approval: Date Date Date Date Other Government Agencies/Persons to be contacted: Additional Remarks: Planning Dept 1/89 JAN-19-1989 ~2pm 89-01 7661 ORB 5941 pg 1337 89-017661 Con 10.00 Doc .55 JOHN B OUNKLF,CI.ERK - PB COUNTY, FL WARRANTY DEED Doc. No. 4317 THIS INDENTURE. ouule Lltl~ Lhe _~___ di:1)1 uf Ji:1UUi:11')I. 1989, uelweeu LAKE WORTH DRAINAGE DISTRICT, i:1 Flu1'ldi:1 C01'pu1'i:1L1on. uf lhe CounLy of Pi:1Im Be i:1 c fa . S l i:1l e 0 f Flu l' 1 d i:1 . G I' i:1 U l 0 !' *, i:11t d BIB L E C H U R C H 0 F GOD IN C,. w h u ~ e pOl:ll off1ce i:1ddcel:ll:l ll:l: 221 Ross Drive Cilyof Delrav Be,h Couuly of Pi:1Im Bei:1ch, SLi:1Le of Flu1'ldi:1, Gri:1uLee*. WITlfESSETB, lhi:1L si:11d Gl'i:1ulol', fUl' i:1ud Iu cous1de1'i:1Lioll of Lhe ~um uf TEN AND 00/100 (SI0,OO) DOLLARS. i:1UU olhe1' ~ood i:1UU vttluttule cousldel'tt- l i 0 Jl Ii l 0 l:l tt i d G l' i:1 Jl l 0 I' i u h i:111 d p i:1 i d u Y t:l tt 1 d G I.' i:1 Jl lee . L 11 e j' e c e 1 p L w fa e l' e u r 1 ~ heceuy ttckuowledged, hi:1s grttuled, bi:1rgi:11ued i:1nd liuld Lu lhe ~ttld Gri:1nlee. i:1 u d G j' a 11 lee 'l:l 11 e i j' ~ i:1 Jl U i:1l:ll:l 1 ~ JI S f 0 l' eve r , L her 0 II u w 1 Jl ~. deli c j' 1 U e U 1 i:1 U U . l:llLui:1Le, ly1ng- ttlld being ill Pi:1lm Bei:1ch CounLy. Florida. Lo-wiL: The Sou L h 1 0 0 r eel 0 f L heN 0 l' L h e i:11i l Qua l' l e l' 0 f L he N u l' L h e i:1l:l l Q U i:1 [' L e r i:111 d l h e Sou L h 1 6 5 r eel 0 [ L 11 e No l' l h w e l:l l Q U i:1 l' L e l' u r L heN 0 l' l h e i:1S l Q U i:11' l e j' 0 f S e c II 0 JI 21, TowlIl:lh1p 45 Soulh, Ran~e 43 Ettsl: LESS; 80 feel w 1 de Rig 11 l - 0 f - W i:1 Y g l' i:1 U leu L 0 l h e C 0 u II L y u r P i:1I 01 Be i:1 c h iJl 0[r1c1ttl Record Bouk 5359, Pi:1ge 675. SUB.J E C T TO l' e s L l' 1 c II u us, res e l' v i:1 II u JI S i:1 U d e i:1 S em e u t S u f l' e co l' d , 1 [ i:1 11 Y ; l a x e ~ Ii U b ~ e que u L L 0 l h e 'I e i:11' 1 988 i:1 u d i:111 v i:111 d :t: 0 n 1 n g 0 l' d 1 u tt II C e s . ttlld AND wIll Ii tt 1 d G l' i:111 l 0 l' doe she j' e u y defeud Lhe Si:101e i:1gi:11ns L full y w i:11' l' i:1 U l L h eLL II e lhe li:1wful cli:11ml:l of i:111 Lo si:11d perSOUl:l li:1ud. whom- tlOevtH' , .. G l' i:1U l 0 l' .. i:1 U d .. G l' i:1 U lee .. <.t j' e use d r 0 l' S 1u g u 1 i:1r 0 l' P I u l' i:11. <.t S co u lex l I' e quI [' e l:l , IN WITNESS WHEREOF, GL'<.tJllor hi:1s 1Iej'euulu sel Gri:1ulur's hi:1ud i:1UU ~ei:1I lhe Ui:1Y i:1UU yei:11' flrl:lL i:1uove wriLleu, S I g u e U. Ii e cal e U i:1 U d de 11 v e j' e U In 0 u l' P (' e Ii e u c e : /" , . ~.- :~. :'" ~:..1.'..: '1~' LAKE WORTH DRAINAGE DISTR~;Ct-;':'.,A " -. . ~:~I,~i:1 corp~o1'i:l~~' I ~ ....,:;. "',:' '1:":' " ,..:J \. .../- L. . "I I ' ..J ~ ..., "~ ' ,\,:~ ,/ J,~ /1 t ,/ / ,)r-:-~E~~~~\r~ Pl';;i~;~l--~~~-~~f~;;~',,~<~~' ATTEST: ~~~-L!'{<!~v>-...,; "," :', ,'. . R I CHARD S, WHEEL I HAN (SEAL) ,., STATE OF FLORIDA COUNTY OF PALM BEACH I HEREBY CERTIFY Lhi:1L on Lhl~ u<.ty, uefor~ Ole, i:1n orfic~r uuly i:1 u l h u r i ~ e dill L h e S L 11 L e 11 II d C 0 u III y i:1 r 0 [' e li i:1 i d L u L i:1 k t! i:l C k u 0 w 1 e d Ii: 01 e n L ~ , perliulli:1Ily i:1ppei:11'eU T. KERMIT DELL i:1l1d RICHARD S. WHEELIHAN, P,['e~ideul i:1ud A ~ ~ i ~ l i:1 II l S t! C l' e L i:1 [' Y. [' e ~ p e c II vel y, 0 [ l he LA K E W 0 R T H DR A I NAG E D I S T R leT . w t! 11 k 1I 0 WIll u 01 e lob e l he peL'S 0 U ( s) U e S c l' i bed 1 II i:1 II d W hue x e c u Leu L be r 0 (' ego 1 n g ius l [' U III e n l 1u L h e p [' e sell c e u f L w U Ii U U ~ C L' i u i II Ii: W I L n e l:l S e s, i:1 n U i:1 C k u 0 w 1 e d Ked b e f 0 l' e III t! L b i:1 L L h e )I e x e c u Leu L h e s <.t III e f u l' L h e pur l' 0 Ii e Ii LhereIn slcaLed. WITNESS my hi:1l1d i:1ud uffll:1<.tl ~ei:11 iu lhe COUIJly l1ud Sl<:tle Ii:1sl i:1 r 0 [' e Ii C:t 1 U, L b Iii L h e $_ d <.t 'I of J i1 (~.,Y.f1 r y, .1. ~.89 . : .ADAMS. PERRY & ScHONE. p, A. , . ATTORNEYS AT LAW ~o 5.E. FOURTH "VENUE DICI.RAY BEACH, FLORIDA 3348a .~ ~ ~,' /i'7 -~7--~~~-----r--------------------------- . N)I L <.t.{. Y '-P'il1) 11 c -, S L i:1 Leu r Flu r 1 d i:1 /' My COOlllllli~lou .6"xl'1re~: . 'een ,.rlfle' II.. Beach C.ullty. ,... Jlltn B j)lnkl, el". ClfL'1JI1 COIIf1 @ OFFICIAL SEAL MARK A. PERRY ~rY Notarv Public State of flrortdl My Commiulon Expires A\;\}US1 t:'4, 1990 7C3 BIBLE CHURCH OF GOD NEW SITE PLAN :J . .1. . -._.~~ I. , 'j , ,~ <. . ..., · ZJ.... .... 'TOs'lU"I'"ik..~/;~ ~\I 2' au ... 16 ~~, !t;~4 ~~NG d ,iJt\I .. .. DR · W 21 ~ ~E~' 1. Royal H. I tftiJ. ~ ...12.~ ~, ,~t ~ _ ~lm I I ~ Iw... U en i ~ CO) " ~ ~ i Z w :...; ;~ ,-r~, ~ z 'HOUle I ~ Z Z NE Z ~ 'IN) ~( A Vii 19 A'- HE 11Q AV' FOUR n'" U ,~'NI; 1R AV~ :5 SEA SUNS , NE 17 ~T1~ N APTS E PKWY ~;.I~, .....,::..~~ ~ M1< NE i6 roT - ,,1.- 16CT ...J............,-: 16t> AVE IllAV~ ~' ;; U &i CO) en U en NW 15 ~\I I- ~ ;~~~ t; ~ ,~ N u.I :: .. .. 1L'__v.'_'.' ... I- en ......1- ,I1!lo Z;; ,..w - ,..... en en (.) ~ ... u.I ....; ~ 95 .. C"I Nil" c:;; w ~ ~ Z HE 151 "'. I"L I ~ iiCT Z NE '4 CT AVE 1 OCean I -' : 14 AVE _ 7~1"~;; . Ifjj llJ-~ -1-1 ~., 1~1 ..- ~ ,.. 1-..... I ~z~ '. fi! NW; 1'1.1 N... :cl:l .A.v;I !... NE N 11 CO) AV .Ave , B :::::!Lij\"' WILL ,..,. ... Kin J, ~~ :~ NE ~110~ · ~E~ '-!l:Z A~E V r...E 9 A\Ej~ rHE 9fi, :it NW 8 AVE 4~ ~~~8$c~.JAY, HE 8 Av I- .. - '1..;0 / ... 1-" ,. 7 AV 10 ~~ ~ I ~ 7 ~.I ... .~I ~ NE 7 All ~ fjW ....:. 6 ~... .A.Vl=rI HE 6 ".1 .A\I j 1lf"%.j2 I :~~~ N~f~1Ii NE =.~E5CO)~~ ~.~~ A . . I NW .. I .A.V ~ "-G" HE ~.. A\ r.Boy" .J ~ 1,~~J,ffl ~J..VI/.t 11", =.~:L, . 821 ... ..~'Sl ake - OYN1 ,,,,' ,,. " l' fJt ~l ~;~ 4I!i, lt~ ,,' 1 );" ~,"'j ;~. ,. i~" , , , ;l, ~; t ;, 1 ~ LOCATION MAP FIGURE 1 l ..'. ,~~ f: '~" -t.. 't ' ~, , ~ ;t,; - ~. ,,; A SITE 2 INTRODUCTION: The subject property is a parcel of land 5.43 acres at Section 21, Township 45 South, Range 43 East. Palm Beach County,Florida. The west 4.77 acres of this parcel shall be used for building a new church as shown on the attached site plan "Exhibit A". This parcel is located on the east side of Seacrest Blvd.,just north of Lake Worth Drainage District Canal C-16. Approximately 0.75 of a mile north of Boynton Road. The existing traffic counts 1988-1989 from the metropolitan planning organization of Palm Beach County and the Institute of Transportation Engineers. fourth edition of trip generation shall be used in this report. SITE INFORMATION: The proposed Bible Church of GOD shall be located on the east side of Seacrest Blvd. The site plan shows a 28.086 square foot church facility including 11.916 square foot sanctuary. 11,690 square foot fellowship hall, 4,480 square foot for foyer, robe room.offices,rest- rooms. but not including at this time any nursery or classrooms. The site plans also shows that there will be one 24' wide driveway providing access to the site. Figure I shows the site location map. EXISTING ROAD CONDITIONS: -- The major road serving as access to this site is Seacrest Blvd . Seacrest Blvd. was just improved to undivided four lane county road. The existing roadway capacity and vlc ratios are shown on Figure 2. TRIP GENERATION: Churches are not typical type of development, do not produce a singular generation rate to be analyzed. The highest generation for churches occur on Sunday when adjacent street traffic is at its lowest for the week. 3 In this report,the weekday traffic shall be determined and analyze4 . The Sunday traffic generation shall be analyzed to determine the impact of the site on the surrounding streets. Generation rates information for both weekday and Sunday were obtained from the fourth edition of Trip Generation published by Institute of Transportation Engineers, 1987. The average generation rates are as follows: Weekday.- 7.7 tpd per 1000 square foot gross area Sunday .- 31.5 tpd per 1000 square foot gross area The average generation rate and fitting curve equation were based upon four studies for churches larger than this facility. It is also for churches including sanctuary ,meeting rooms,classrooms and occasionally dinning facilities, therefore, we belief that Sunday generation resulted in a number which is unrealistic for this site. The average generation rate for weekday seams to be more appropriate and shall be calculated as follows: Weekday generation=28,086 @ 7.7tpd/1000 sq.ft.= 216 tpd. INSIGNIFICANT PROJECT DETERMINATION: The Traffic Performance Standards Ordinance defines all projects either as a "Significant Project" or as an "Insignificant Project". An "Insignificant Project" is defined as a project which has an "insig- nificant Effect" or generates less than one percent (1%) of the thres- hold capacity at Level of Service "D" on the thoroughfares directly accessed by the project. This project directly accesses onto Seacrest Blvd.,an undivided four lane roadway with a threshold capacity at Level of Service "D" of 22,700 trips per day. One percent(l%) of the threshold capacity at Level of Service"n" for Seacrest Blvd.is 227 trips per day.The trip generation of 216 tpd is less than 227 tpd,therefore it is concluded that this project creates an insignificant effect on the major road in the immediate project area. This project is claBsified as an"Insig-'. nificant Project" according to the Traffic Performance Standards Ordi- n an c e 4~ ,87- 18 . 4 According to Ordinance 4187-18, an "Insignificant Project" may be approved if two conditions are met: 1.- The existing vlc Ratio on the directly accessed link does not exceed I.S;and, 2.- If the vlc Ratio exceeds 1.0, then a fee, in addition to the Fair Share Contribution for Road Improvements Fee(Road Impact Fee), shall be paid in accordance with TABLE 3,of the Ordinance. As shown in Figure 2, the existing vIe ratio for Seacrest Blvd. 1S less than 1.0. Thus, both conditions are met and no Insignificant Project Fee is required. PEAK HOUR GENERATION: The Peak hour volumes generated by the building of this church shall be determined based on the Sunday Peak Hour rate published by the Institute of Transportation Engineers "Trip Generation". The majority of the congregation attends services between 9:30 a.m. to 11:00 a.m.and the last crowed service between 5:30 p.m. to 6:30p.m. The entire congregation will leave the church facility after providing these services. The Sunday Peak hour generation is the Sunday morning and shall be calculated as follows: 28,086 x 8.4 trips/lOOO sq.ft. = 235 trips Inter = 235 x 0.42 = 99 trips Exit = 235 x 0.58 =136 trips based upon a review of these peak hour turning volumes andl:~the-~lble Church of GOD shall have smaller facility than that considered in the trip generation study, in addition that Seacrest Blvd. was improved in 1988, it is concluded that no off site related improvements are recommended at this time. When the remainder of the site is developed, site related improvements may be necessarily depending on the type of development proposed by the Church. 5 ~E.. 22,-. "0. Ava. .. ~ITE. N - - ~.... .:.:::-=... - 13,118 '" 22,700 bl at 0.58 U ~ ~ .. )- &C'''''' ~..o ~ ::r . tJ\ 14,048 I) 0- bi 22,700 a&- t H 0.62 ~ . en . :J EXISTING ROADWAY CONDITIONS FIGURE 2 LEGEND: 13.111L_ 22,700 Existing Traffic threshold capacity 0.58 Existing vie Ratio 6 1 . l J 11 t I ill II ti I ~ I ~ I \ s ~ I I I I I I ____. I~' .~~- I (-' " Ll ) ~ll ~ ~ ft " ~ :. l! .; '.I' , ~ . ~ \; 1.- t::}~;j'::'~~ r r :': ~tl'~ , ' .f. r :: I. ,J.,';, ,(~-: .. : f; l'i!' i. i: "Y: (r!' " B i l}~ ~..:" "" .' .. .. .. j . '1 ,:a ~J:~1'. ~~... : I '. j I 'i~l~I";'l'''i iii 'I" "p,- . r '"~ !:.:=!"Ji=.l -.,~ Yf.t~,i,~~,~..~\.~~~." I: ~:: ~...tt'~~,;".;""t':. ~i ~~r&:: :::: · : . '" ;. j' " I . it. .. 1 ' '\""i'" i Ii i I ! i ,: ~ .~ .l1;.,o;.". 11113;'1_ . 1 :. : '. ~r! ' I' . I Iii ~: ," . ~EIIPIIBi" ,,1 ,I I I 'III II! 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