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CORRESPONDENCE " " WATER MANAGEMENT REPORT FOR BAPS DEVELOPMENT CITY OF BOYNTON BEACH, FL NOVEMBER 30, 1999 REVISED FEBRUARY 7, 2000 PREPARED FOR: BAPS DEVELOPMENT PREPARED BY: ASSOCIATED 'ENGINEERS OF SOUTH FLORIDA, INC, 5450 Griffin Road Suite B-1 Davie, FL 33314 Tel: (954) 584-68 el eana, P,E, FLA. REGISTRATION NO. 37334 Project No.99-11;U SHEET 1 OF 9 " PROJECT DESCRIPTION BAPS DEVELOPMENT IS A PROPOSED COMMUNITY PROJECT TO BE DEVELOPED BY BAPS DEVELOPMENT. THE PROJECT IS LOCATED WITHIN BOYNTON BEACH, FLORIDA AND COVERS AN AREA OF 3.97 ACRES, THE PROJECT WILL CONSIST OF ONE BUILDING AND ASSOCIATED INFRASTRUCTURE, THE ZONING OF THE AREA IS R-3 AND C-3 CITY OF BOYNTON BEACH, AT THE PRESENT TIME THERE ARE NO VISIBLE DRAINAGE IMPROVEMENTS ON SITE. THE GROUND SURF ACE RUNOFF PERCOLATES INTO THE GROUND, ALSO, THERE IS NO INDICATION OF RUNOFF FROM OFFSITE LAND AREAS DRAINING THROUGH THE PROJECT, OR ANY RUNOFF LEAVING THE PROJECT SITE, THE PROJECT STORM WATER MANAGEMENT SYSTEM WILL CONSIST OF EXFILTRATION TRENCHES, CATCH BASINS, INTERCONNECTED WITH DRY RETENTION AREAS, THE EARTH BERM IS PROPOSED TO BE INSTALLED AROUND PERIMETER OF THE PROJECT AT ANY SECTION WHICH IS BELOW THE STAGE GENERATED BY 25 YEAR 3 DAY STORM EVENT OF 13,32 NGVD, TOP OF BERM WILL BE SET NOT LOWER THAN 13.40 NGVD, DURING CONSTRUCTION THERE WILL BE NO OFF-SITE DISCHARGE, POLLUTION CONTROL BAFFLES ARE TO BE ISNT ALLED IN CATCH BASINS TO PREVENT DEBRIS AND SEDIMENTS FROM STORM WATER TO DISCHARGE, INTO THE GROUNDWATER. ; ALL DRAINAGE FACILITIES WILL BE OWNED AND MAINTAINED BY BAPS DEVELOPMENT, , ON-SITE SURFACE OR UNDERGROUND WATER WITHDRAWALS ARE NOT ANTICIPATED AT THIS TIME. SHEET 2 OF 9 " DEVELOPMENT DISCHARGE, A. DATA 1. TOTAL GROSS AREA IS 3.97 ACRES, 2, AREA SUBJECT TO WATER MANAGEMENT IS 3,97 ACRES. 3, PROJECT IS LOCATED ON SOUTH SIDE OF SE 18TH AV, 500' W OF US 1. 4, GOVERNING DRAINAGE DISTRICT: CITY OF BOYNTON BEACH, B, DISCHARGE CRITERIA, NOT AVAILABLE' POST DEVELOPMENT A. GENERAL DEVELOPMENT DATA ZONING TOTAL AREA: BUILDING AREA: PAVED AREAS: LANDSCAPE: R-3 AND C-3 (CITY OF BOYNTON BEACH) 3.97 ACRES 0,72 ACRES 2,03 ACRES 1.22 ACRES SHEET 3 OF 9 / " 1, SITE AREA = TOTAL PRJECT - (LAKE + ROOF) =3,97 AC. - (0,00 AC, + O,72AC.) = 3,25 AC. 2, IMPERVIOUS AREA ~ SITE AREA - PERVIOUS AREA = 3,25 AC, - 1.22 AC. = 2,03 AC, 3, PERCENT AGE OF IMPERVIOUSNESS = IMPERVIOUS AREA x 100% SITE AREA = 2.03 AC, x 100% = 62,5% 3,25 AC, 4: FOR 2,5 in, TIMES THE % OF IMPERVIOUS = 2,50 in. X 0,625 = 1.56 IN, TO BE RETAINED 5, VOLUME REQUIRED = in, TO BE RETAINED x (TOTAL SITE - LAKE = 1,56 in, x (3.97 AC, - 0,00 AC,) = 12 , = 0,52 AC-FT, REQUIRED RETENTION STORAGE PROVIDE RETENTION FOR 0.52 AC-FT, (PROVIDED BY EXFILTRATION TRENCH AND DRY RETENTION AREA). 3, SEEPAGE TRENCH DESIGN THE PROPOSED 1,201 LF OF EXFILTRATION TRENCH WILL STORE THE FOLLOWING: V = L [K(H2 W + 2 H2 DU - DU 2+ 2H2DS) + (1.39 X 10-4 ) WDU] FROM PERCOLATION TEST: K = 4,25 X 10-4 V = 1,201 [4.25 X 10 -4 (5.50 X 6 + 2 X 5,50 X 4,5- 4,52+ 2 X 5.50 X 0) + 1.39 X 10-4 X 6,0 X 4,5] = 36,2065 AC-IN V = 3.02 AC- FT REQUIRED 0.52 AC-FT WILL BE STOREIBY 207 LF OF TRENCH H2 = 5,50 '; Du = 4.50 W = 6,00 STORAGE VOLUME BY REMAINING 994 L.F, OF TRENCH 994 X 6.0 X 4,50 ~ 26,838 CF (0,62 AC-FT) TOTAL TRENCH STORAGE: 1.14 AC-FT SHEET 5 OF 9 4, CALCULATIONS FOR DEVELOPING STAGE-STORAGE CURVE: a. TRENCH: 1.14AC-FT, OF SUBSURFACE STORAGE FROM EL. 6,00, b, LANDSCAPE: 0,74 ACRES STORES LINEARLY FROM 12.00 TO 13,50, THEN VERTICALLY UP. c, PAVED AREAS: 2,03 ACRES, STORES LINEARLY FROM 12.20 TO 13.STHEN VERTICALL Y UP, d, DRY RETENTION AREA: 0.22 ACRES STORES VERTICALLY FROM 10,00 e. DRY RETENTION AREA 0.26 ACRES STORES LINEARLY FROM 10,0 TO 13,50 SEE STAGE-STORAGE SCHEMA TIC AND TABLES ON NEXT PAGE, (7 OF 9) . 5, CHECK MINIMUM BUILDING FLOOR ELEVATION: a. S,F,W,M,D, CRITERIA, 100 YEAR 3 DAY STORM OF 18,00 IN,: Q= [(P-O,2S)2 1 2 P+O,8 (S) Q = fl8,OO - 0.2 (2,51 )12 = 15.30 INCHES 18,00 + 0,8 X (2,51) V = (12,38) X (3,97) = 5.06 AC,FT 12 A STORAGE LEVEL OF 5.06 AC-FT, CORRESPONDS TO A STAGE OF 13,75 FT, THE MINIMUM FINISHED FLOOR ELEVATION SET AT 14.50 IS ADEQUATE.. SHEET 6 OF 9 .' .' B. DESIGN CRlTERlA 1. PROPOSED MINIMUM ROAD GRADE IS 12,20 N,G,V,D, 2, PROPOSED MINIMUM FINISHED FLOOR ELEVATION IS 14,50, 3. RAINFALL DEPTHS: 100 YEAR I DAY: 100 YEAR 3 DAY: 25 YEAR 3 DAY: ,10 YEAR I DAY: 3 YEAR I DAY: 5YEAR I DAY: 16.00 INCHES 18,00 INCHES 14,00 INCHES 10.00 INCHES 6,00 INCHES 7,50 INCHES 4, AVERAGE WATER TABLE LEVEL IS 6.50N,G,V,D, 5, SYSTEM DESIGNED FOR ON-SITE RETENTION WITH NO DISCHARGE. . SEEPAGE SYSTEM DESIGNED WITH CAPACITY TO HANDLE THE MINIMUM RETENTION REQUIREMENTS AND PROVIDE FOR SECOND ORDER DRAINAGE, C, COMPUTATIONS I, EQUIVALENT SOIL STORAGE (S): FOR LANDSCAPE AREAS WITH AN AVERAGE DEPTH TO THE WATER TABLE OF 6.50 FEET, THE DEVELOPED A V AILABLE SOIL STORAGE IS 8,18 INCHES, . GROUND STORAGE 8,18 x 1.22 ACRES = 0,83 {\C-FT, 12IN/FT S = 0,83 AC-FT, x 12 IN/FT = 2.51 INCHES, 3.97 ACS, 2, CALCULATE RETENTION REQUIREMENTS: a, VOLUME FROM THE FIRST INCH OF RUNOFF: V = 3,97 ACRES x I IN, x I FT, = 0.33 AC-FT, 12 IN . b, VOLUME OF 2,5 INCHES TIME THE PERCENTAGE OF IMPERVIOUSNESS SHEET 4 OF 9 Stage - storage Computations ============================ t stage Feet NGVD .74 ac LANDSCAPE Storage ac-ft 2.03 ac PAVED AREA Storage ac-ft * ** *** **** **0\'** 13.5 * 13:5 ** *** **** 12 ***** 12.2 " .22 ac DRY RETENTI storage ac-ft .26 ac DRY RET. Storage ac-ft Total Storage ac-ft Trench To' Ac-Ft Ac. ***** ***** ***** ***** ***** * ** *** **** ***** 13.5 10 10 ------------------------------------------------------------------~-------------- 7.50 0.00 0.00 0.00 0.00 0.00 0.28 O.~ 8.00 0.00 0.00 0.00 0.00 0.00 0.57 O.~ 8.50 0.00 0.00 0.00 0.00 0.00 0.86 O.E 9.00 0.00 0.00 0.00 0.00 0.00 1.14 1.1 9.50 0.00 0.00 0.00 0.00 0.00 1.14 1.1 10.00 0.00 0.00 0.00 0.00 0.00 1.14 1.1 10.50 0.00 0.00 0.11 0.01 0.12 1.14 1., 11. 00 0.00 0.00 0.22 0.04 0.26 1.14 1.L 11.50 0.00 0.00 0.33 0.08 0.41 1.14 1.~ 12.00 0.00 0.00 0.44 0.15 0.59 '! 1.14 1.~ 12.50 0.06 0.07 0.55 0.23 0.91 1.14 2.( 13.00 0.25 0.50 0.66 0.33 1.74 1.14 2.E 13.50 0.56 1.32 0.77 0.46 3.11 1.14 4.~ 14.00 0.93 2.33 0.88 0.58 4.72 1.14 5., 14.50 1.30 3.35 0.99 0.72 6.36 1.14 6.~ 15.00 1.67 4.36 1.10 0.85 7.98 1.14 9.1 15.50 2.04 5.38 1.21 0.98 9.61 1.14 10. ~ Stage vs storage ---------------- ---------------- tstage ft-NGVD 15.50 I * 15.00 I * 14.50 I * 14.00 I * 13.50 I * 13.00 I * 12.50 I * 12.00 I * 11.50 I * 11.00 I * 10.50 1* 10.00 * 9.50 * 9.00 * 8.50 * 8.00 * 7.50 *======+======+======+======+======+======+======+======+====~=+======= o ' ,I 2 3 . 4 5 ' 6 7 8 9 10 :storage (acre-feet) 7 of 9 " 6, CHECK ROAD ELEVATION VERSUS DISTRICT'S CRITERIA: THE MINIMUM ROAD GRADE' IS ESTABLISHED BY THE 5 YEAR 1 DAY STORM OF 7,50 INCHES, Q = r 7,50 - 0,2 X 2.511 2 =5, I 5 INCHES (7,50 + 0,8 X 2,51) V = 5,15 x 3,97 = 1.70 ac-ft. 12 A STORAGE LEVEL OF 1,70 AC-FT CORRESPONDS TO A STAGE OF 11.98, THE MINIMUM ROAD ELEVATION IS SET AT 12,20 (INVERTED CROWN) IS ADEQUATE,! 7. CHECK OFF-SITE DISCHARGE, S,F,W,M.D, CRITERIA REQUIRES PROTECTION FROM ADVERSE IMPACTS RESUL TfNG FROM THE 25 YEAR 3 DAY RAINFALL EVENT OF 14,00 INCHES Q = (14,0 - 0,2 X 2,51) 2= 11.38 IN, V = 11.38 X 3,97 = 3,76 AC-FT 14,0 + 0,8 X 2,51 12 A STORAGE LEVEL OF 3,76 AC-FT CORRESPONDS TO A STAGE OF 13.32, A BERM ,WITH TOP ELEVATION SET AT 13.40 IS TO BE CONSTRUCTED ALON.G THE PERIMETER OF THE PROJECT FOR ANY SEGMENT WHICH FALLS BELOW THIS LEVEL. REFE~NCES: 1. ,SOUTH FLORIDA WATER MANAGEMENT DISTRICT "MANAGEMENT ~AND STORAGE OF SURFACE WATERS", PERMIT INFORMATION MANUAL VOLUME IV. SHEET 8 OF 9 12.2 (min.) 11.0 \0 . 0) I \0 . I Ifl . 7.5 '<l' II II N & :r: 6.5 If = 6'-0" CROSS SECTION OF PROPOSED TRENCH PAGE 9 of 9 Control water EL: 6.50 ,r /\ 'J,..m...~8IT1IIE5lIWS1B f.lIiiIiI!lia tAll! lW1WMt. _ I1lIII MmT ~ . TIffa PUIS. _ .. .... '.$1 lIAS. __IUIS.w1ll fl..... MEI, .... . c:wu.,., .. ..fTII .nmu. _ oW 'hI1' 'I . ASS8II " NIl ,. HIn .." NSr .r___ JII DPII'SS .-nil.... . (-.slIT ,.......n: twRISAa to'A ..... . ,.., ..-. .,. __ SItU "W PIHmm _!Ull_l~ SIW1 ftIf'I' .. . IISNI5BJ. ftI .... "~..._P.A.."" . ..... WIJrII . MIl V...,. _tw__..__ fIU_ _.1II!f /UI! i !' Z en ~ Z 0 S - V'I - > W CIl: ~ 0 0 Z i I, " " Sf: US ST. 'i Sf: 16 AIf' ... .. ~ ::s , " " Sf: 2r) A IE: ~ Z r<otN 0 lllr-\C Sf: :M AIf' :J <'Ill) ~ <'IN W<'l~ 11 @@~J' 'ilU@1J:!J @c!&'il@f}(J 0 :J !: ~~ ....J :J ~O ~ ~ VI ~V IJ:!J. 'il.@. l"\ . ....Z lJ VI (,) . ~i z 0 Z - ( UOZ Z 0< (J R.OOD zaE N"CRrIATlON Z ~ lJ ~ ~g COMMUNI TY , ;> 120196 !ll: Q PANH , &: sur FIX: ;> 0003-C = Q., o <( FLOOD ZONE ;> C V1 fi;b~ BASE FLOOD H. ;> N/A u.J II. .. l.O~sr FLOOR H. ;> HOUSE: N/A Ud ~ !: ~::! GARAGE:' N/A 0 b ~ ..~ DA TE: OF FIRM > 07-30-82 U ~ . u.J 'ii\W 0 t::: 0 '," < :t: o !!!~ -' , u U It\>.:J ~ ~ -t<... < It\OI- -----~_.. . - Facsimile TRANSMITTAL ---- ~(Q)[PW CITY OF BOYNTON BEACH 100 E. BOYNTON BEACH BOULEVARD P.O. BOX 310 BOYNTON BEACH, flORIDA 33425-0310 FAX: (561) 742.6259 PLANNING AND ZONING DMSION to: (ax#: date: from: re: itj- &Jet C/o 811f~ '/)evdo,r?trI4J- tr 9p/- 7-92- ~c,9o {Q{').o1:t.1i ~} 1q9 Lu~ _av (-S-~/) 7-'I2-~2 '-2 8nfS Tef'IL.pl,e , pages: i., including cover sheet, J./ft.. I1lkt..- !k ~ k~vL ~ r)1~ J ~ ~hdwIJ (0 ~ vn.t~ c..J-o ptz-oCR./KJ ~ ~ /) Ia. fI -r-'L U ~ t-~~ ()..;f-.R rM~: . I f1rtkf/~ lJv.- s4rfhG'e:I,C?,.), w~ tne.Iuk n~GG--h;''' r. ~ r)~~ 'DI.J-MJ-.J Lul~ I-fDD F 0d.. A.. 't"e~ 1ft.-ta"e:f ~. ~ /'/e.y)'l., a/~ r/L'+~tl r;U.); C/eJ...J:ucL IYI Cn.e 2f'f.1l.Dc;:11~, ;f, '7f.u... ~ Jl ~ S{) 0 (.ktt ~~ ~"- 3 ac..M/:') Jk J-rJ /710. v(1ci.e'sfOy1~ ~ 11.0 w~ Planning and Zoning Division ~, U Cji)id cUt"d-Lka aVid W bc,Uc. City o(Boynton Beach I .n. .(1, ,d _ IJ, ^ ~ Boynton Beach. Florida 33425 {,V ~ ~ Yo W- <1: CUI q>polYGt lh~ ~~0Wl\H~-J.A:O~>" ~ ~r^~~/Z- ~ Fax: ;:~:~~~~ -/-IovJ J f2b?d cW. , ApI" 11 00 11:44a r,;./;/ (&0 Cl t Or Holl~wood Flol"ida Sf' J21-3461 1". 1 8"'--'" ~~~"~ ~s " Lb~ .,,\~G' g.13V\'\.~F- ~12v' l~1...1..- Fe G.{:v ~ i': rir F~:' SAPS SHREE SWAMINARAYAN MANDIR 4360 N. Universily Or" PMB # 219, CORAL SPRINGS, FL., 33067.4626 C. ~ W\ l ~ I:\:A.~ Q;, , INSPIRER: H.S.D.H PRAMUKH SWAMI MAHARAJ April 11 ,2000 Mr. Ken Hall Engineering Dept. 100 E, Boynton Beach Blvd. P.O. Box 310 Boynton Beach, FI-33425-0310 Re: Permit # 001247 Dear Mr. Hall, This is to inform you that we are planning on constructing Phase I and Phase II - paving and drainage work at this time and will construct the Phase II building later on. The grassed parking area shown on the drawing will be paved. The approximate cost of this additional will be $ 50,000,00. If you have any question. please call me at 954-921-3900 Yours truly, d3;1 Pc0-:~_. Jitendra A. Patel P,E. Project Manager 00 i~~ cr ~ ':ili I ;;--;::-:;;1 ... , ' ri " ~,' r:, J:~~ ,I:;:J 2 ! ~ I, Department of E.ngineering and Public Works P.o. Box 21229 West Palm Beach. FL 33416-1229 February 11, 2000 (561) 684-4000 Mrs. Hanna Matras City of Boynton Beach Planning and Zoning Department 100 East Boynton Beach P.O. Box 310 Boynton Beach, FL 33425-0310 www.co.palm-beach.fl.us . RE: B.A.P.S. Church Traffic Performance Standards Review Palm Beach County Board of County Commissioners Mrs. Matras: Karen T Marcus The Palm Beach County Traffic Division has reviewed the traffic letter (dated February 2, 1999) for the project entitled B.A.P.S. Church pursuant to the Traffic Performance Standards in Article 15 of the Palm Beach County Land Development Code. The project is summarized as follows: Maude Ford Lee, Chair Warren H Newell, Vice Chairman Mary McCarty Location: Municipality: Proposed Use: New Trips: Buildout: S.E. 18th Street west of US 1 Boynton Beach 8,320 sq. ft. church 77 trips per day 2000 Carol A. Roberts Bure Aaronson Tony Masilotti Robert Weisman Based on our review the Traffic Division has determined that the project as defined above meets the Traffic Performance Standards of Palm Beach County. The traffic letter also addresses a second phase with an additional 23,250 sq. ft. with a build-out of 2002. This Phase 2 does not meet the Traffic Performance Standards of Palm Beach County because a traffic study is required. Please contact me if you have any questions regarding this review. County Administrator Sincerely, OFFICE OF THE COUNTY ENGINEER 9<v- ~~ Dan Weisberg, P.E. Assistant Director - Traffic Division cc; Jitu Patel (fax) 954,921.3467 MAn Equal Opportunity Affirmative Action Employer~ File: General- TPS . Mun - Traffic Study Review F:\TRAFFIC\apf\tps\99168app.wpd. TAZ G1:! @ printed on recycled paper ~/i/ 1&0 -ce~ (V,\~S RI.iV'\.1'F- !::: I2'>J ~I... L,. ""'V''''r ~I...L'-~,"" ~ ~ $ f~'- SAPS SHREE SWAMINARAYAN MANDIR 4360 N, Univarsily Or" PMB' 219, CORAL SPRINGS. FL., 33067.4626 C:. \N\, ~ \:lcA.~ Q, . INSPIRER: H,S.D.H PRAMUKH SWAMI MAHARAJ April 11 ,2000 Apr 110011:44a &:./;1160 -"'V'j- t- ~ l c-+-~ ~ t $ Ci ~~ iV,\~G ~uVV\.~\?- Ft:::- ~12V' ~l..\....... SAPS SHREE SWAMINARAYAN MANDIR -r Holl~wood Florida 9~, '''~1-34G1 p.1 4360 N. Univecslly Or.. PMB' 219, CORAL SPRINGS. FL., 33067,4626 c.:. \M. c I?:... \:lciO<..P. <:;;, . INSPIRER: H.S.D.H PRAMUKH SWAMI MAHARAJ April 11 ,2000 Mr. Ken Hall Engineering Dept. 100 E, Boynton Beach Blvd. P,Q,Box 310 Boynton Beach, FI-33425-0310 Re: Permit # 001247 Dear Mr. Hall, This is to inform you that we are planning on constructing Phase I and Phase 11 - paving and drainage work at this time and will construct the Phase 11 building later on. The grassed parking area shown on the drawing will be paved, The approximate cost of this additional will be $ 50,000,00. If you have any question. please call me at 954-921-3900 Yours truly, d3r1 PC~~_. Jitendra A. Patel P,E. Project Manager BMS, Cb\A.':, Cf!~ DEPARTMENT OF DEVELOPMENT Division of Planning and Zoning Building Planning & Zoning Engineering Occupational License Community Redevelopment February 28, 2000 Jay Patel, P,E, 2717 Van Buren Street Hollywood, Florida 33020 Re: BAPS TEMPLE CaDS 99-008 Dear Mr. Patel As the applicant for the above-referenced project, enclosed is your rectified copy of site plan approved by the City Commission, This is being sent to you for your files as it has been rectified and staff comments have been addressed and accurately represents the site plan, Sincerely, '7Lw~ Michael W, Rumpf Director of Planning & Zoning MWR:nl America's Gateway to the Gulfstream 100 East Boynton Beach Blvd., P.O. Box 310 Boynton Beach, Florida 33425-0310 Phone: (561) 375-6260 FAX: (561) 375-6259 ..dw~ A{'k. 9dku, vlkU, ~~ &: 9~ po. eox lI?gQ "-OA'T LAUOEAOALE:. n..O~cOA ~~3~9.17519 '~~41 ~ee,-Ziii:OO FAX tQS41 '585-2233 WILLA~O 0 DOvCq WIL.Le_M M ~e:e:l'I.5 HA.r:?RY 5 R....LelGH,.J~ B. AL....,.. 0088lN5 III C~RI~l'OPHE:R 0 NII.E:S OO"''''LO R "'I,,'$,IU'TIQ(Q ST~u:n ....DOFU::SS 260: e:....sT (JAKLANO "'A"ll< BO'..JLE:VA.AO 5U1TE: 0400 FORT LAUDCI'\OALE. FL 33306 FACSIMILE TRANSMITTAL Name Jitu Patel Company Department of Desigo aDd Construction Management City of Hollywood Fanimile No. (954) 921-3462 Date February 17,2000 Transmitted are L/ pages including this page. l! you do not recetvfa/i pages, please call sender at (954) 565-2200. aSE===~~s=~~~;~~~5=~====; Re: BAPS Dear Mr. Patel: Transmitted berewith are tbe following Items: Unity of Title Recording Transmittal Uyou bave any questions or need any additional information, please do not besitate to cOlltact me. Thank you, ".. BAD/kI Enclosure B. Alan Dobbins III Facsimile No. (954) 565-2233 '.! " , ~ ~;? Lr; Prepared By and Return to: B. Alan Dobbins m. Esquire Niles, Dobbins, Meeks, Raleigh & Dover r. o. Box 11799 Ft. Lauderdale. Fl 33339 / UNITY OF TITLE KNOW ALL MEN BY THESE PRESENTS. that pursuant to ordinances ofthe City of Boynton Beach, Florida, Lhe undersigned, SAPS Development, lnc.. a Texas corporation, fee simple owner ("Owner") of the following described property ("Property"): The propertY lying and being in Palm Beach County, Florida, describes on Exhibit "An Ilolulchcd hereto aud made a part hereof. docs hereby make the following declaration of conditions, limitatIons Bnd restrictions as follows: 1. That the above described property shall, upon recording of this Unity of Title in the Public Records orPahn Beach County, hereafter be lllgarded and is hereby declared to be unified under one title vested in the fee simple owners as an individual building site. 2. That the property described above shall be henceforth considered as one lot or parcel ofland and that no portion thereof shall be sold, l:lS.Signcd, transferred, conveyed or devised separatcly ucept in its enlirety as one plot or parcel of land, as long as such property lihall be used for religious and religious related activities structures. Should such use tenninate, the covenants in this document shall automatically be ex.tlnguished; providcd, however, the fee simple owner(s) of the property, upon such extinguishment, must comply with all applicable laws of the Cily of Boynton Beach, Florida, which are lhen in effect. 3. The undersigned further agrees that this Unity oeTitIe constitutes a covenant to Nn with the lands (the property described above), as provided by law, and shall be binding upon the undersigned, its successors and assigns, and aU parties claiming under them. The undersigned also agrees that this instrument shall be recorded by it, as to lhepropeny described above, in the office oftheClerk of the Circuit Court of Palm Betlclt County, Florida, tll Ihe expense afthe undersigned, 3J1d a copy of it, as recorded, shall bc furnished to the Building a.nd Zoning Depanment of the City of Boynlon Beach, florida. SIGNED, SEALED, WITNESSED AND ACKNOWLEDGED, this 27'h day of January 2000. ~ HAPS Development, Inc. BY'~ ESH PATE STATE OF FLORIDA COUNTY OF BROW ARD 1 HEREBY CERTIFY that before me personally appeared SAILESH PATEL, to me well knO\Vt1 a.nd who ex.ecuted the foregoing document, and acknowledged before me that the same was ex.ecuted freely and voluntarily for the purpose therein expressed. IN WITNESS WHEREOF,I have set my hand and official seal at Fort Lauderdale, in the State and County aforcsaid,lhis 27'" day of January, 2000. My Commission Expires: ij)""''iIe. KA11<IlVNM."ON' .q'.4l!lT:) MYCOMMISSION'CCllOllClO .I EXPIAES:FebIU1lVl5,2003 .-.1lw....,PIMli~ f'\I"o.f1U5l_:U.I^'~Dc>o~I...",_..,.;')'Ulwpd P1?~'""RDLNG, TRANSMI.TTI1 L To: UrDWII,d COllntY A..llIO"d Clld........."...................,,,.............:,,..3179 o Board of County Commissioners Browerd County, Florida County Records Division - Recording Section 115 5 Andrew. Avenue, Rm 114 Ft. lauderdale, FL 33301 P,Q. Box 14668 Ft. lauderdale, Fl 33302 (954) 367-7281 JP.( Palm Boach County Clerk of Courts Recording Office 205 N. Dixie Highway, Room 4.25 West Palm Beach, Fl 33401 P.Q, 80x 4177 ' West Palm Beach. Fl 33402 15611 355-2991 CAn: J~ntl~rv '7. ?oon FROM, NILES AND DOBBINS P.O, BOX 11799 FT LAUDERDALE, Fl 33339 CONtA.CT. 'R: lr.1::..... nQl-..r~"'~ "T"/V~~\otl' PHONE: (305) 565-2200 AE: 3179 filE NUMBER: !;l9 158 3178 fiLE N,I,ME: RAP,q Please record the followino documents in the exact order listed: Palm Seach County only DOCUMENT DESCRIPTION , , FEE OESCRIPTION FEE /I,"'OOIlT PAGES NAMES lLANO , f!,OOKfPAGE OR DESCRIPTIONS CFN AtFERENCES rTn;<v ~F ",'..,~ 0 1 , ~ .... .- . " '" . . . . . . I . . . . . - . . CHECI(!51 ENCl.OSEP; In 'row.rd. pav 10 Be.rd 0' Counly Con'\n'lluJon."" . gr arowenl Cnnty RlCllr4I.r. In P.lm B...h, p.",g CI.riI. of Clrelllt Cou,.. TOTAL FEES! . 11.10 c~' 3307 . 11 10 c~' . CKr . OK' . Return document via: oenclosed self.addressed stamped envelope o will-call box # Special Instructions: TOTAL P,04 EXHIBIT "A" Parcell: The North 275 feet of the South 1,735 feet of the West 354.23 feet of the East 1/2 of the Northeast 114 of Section 33, Township 45 South, Range 43 E~t, Palm Beach County, Florida. Parcel 2: Lots 1 to 6 inclusive, SUNNY OAKS ADDITION, according to the Plat thereof recorded in Plat Book 22, page 10, Public Records of Palm Beach County, Florida. Parcel 3: That part of the South 1/2 of the East 1/4 of Lot 2 of the subdivision of Section 33, Township 45 South, Range 43 East, according to the plat thereof recorded in Plat Book I, page 4, lying East of the East right of way line for the Florida East Coast Railroad, Palm Beach County, Florida. ~ 5450 Griffin Road, Davie, Fl. 33314 Florida License No: AA-0003186 Tel: 954-581-4784 & 584-6880 Fax:954-S84-2862 E-mail:PADesign@msn.com P A Design Group, Inc. Architecture Design Planning - Evaluation February 23, 2000 City of Boynton Beach Planning & Zoning Department 100 E. Boynton Beach Blvd Boynton Beach, Fl 33425-0310 Att: Mike Rumpf Re: BAPS Temple 1845 S. Federal Hwy. Boynton Beach, F133425.Q310 Dear Sir, Pursuant to the your request, we hereby present you this letter stipulating that the dumpster enclosure shall be revised in the following manner: 1. The interior measurements shall be 10' -0" wide x 10' -8" deep 2. The bollards shall be placed 8" from the inside face of the wall to the front face of the bollard. 3. The clear space dimension inside the dumpster enclosure shall be 10'-0" xlO' -0". Should you have any questions regarding the above, or you need additional information, please contact this office. Sin~re , Paul Peana, project engineer Reg. No: 37334 Architecture, the essence qJ art and science in harmony . . . . . . . . . . . . . . . . . . . . . . . . . . . . Feb 24 00 lO:3Sa Cit~ of Holl~wood SS4-S2l-34S2 p,l . . 54S0 Griffin Road. Davie, FI. 33314 Florida Lkeose No: AA..QOO)I U Tel, 954-581.47114 & Si4-6880 Fax:9~4-5&4-286'2 E-mail:PADe8ign@lnsnoom P A Design Group, Inrc. Archilecture Design Planning - Evaluation February 23, 2000 City of Boynton Reach Planning & Zoning Department 100 E. Boynton Beach Blvd Boynton Beach, F] 33425-0310 -ro, M <; . t-l M\ M..h An: Mike Rumpf FA->'\ s"l '561-7'14- G2!!l!!J~ Re BAPS Temple 1845 S, Federal Hwy, Bayman Beach. Fl 33425.Q310 Dear Sir, Pursuant to the your request, we hereby present you this letter stipulating that the dumpster enclosure shall be revised in the following manner: 1. The interior measurernents shall be 10' -0" wide x 10' -8" deep 2, The bollard~ shall be placed 8" from the inside face of the wall to the front face of the bollard, 3. The clear space dimension inside the dumpster enclosure shall be 10'-0" x10'-O". Should you have any questions regarding the above, or you need additional information, please contact tllis office. PauiPeana, pi'Dj..,"',epgjneer Reg, No' 37334 . Architecture, the ei!.'!enCe c.rI art and scil!l'/(;e in ~ ,... ,..... .. ,. .... . . .. .......... . .. ...... .. .. .. .... Sent: To: Subject: Monday, February 14, 2000 5:29 PM Bob Borden; John Wildner; Ken Hall; Kevin Hallahan; Larry Quinn; Mike Haag; Mike Lane; Pete Mazzella Rectified Plans review (2) Below are two (2) sets of rectified plans for your approval by February 23, 2000, Dr. Verma and BAPS Development. Thanks VO;e1S ~ ~ Rectified 2-14-OO.doc Rectified 2-14-OO.doc The <;ity of Boynton Beach Utilities Department 5469 W. Boynton Beach Blvd. Boynton Beach, Florida 33437 Phone (561) 375.6452 FAX: (56/ 73/.0065 OFFICE OF THE DIRECTOR OF UTILITIES February 4, 2000 / Mr. Jitenma Patel, P.E, P,O: Box 229045 Hollywood, FL 33022-9045 -~ -:? RE: BAPS Development ;-,.) G- Dear Mr, Patel: Please be advised that the City of Boynton Beach Utilities Department will be the water and sewer service provider for the referenced project, and that both potable water and sanitary sewer mains are available adjacent to the site, , I trust this letter meets your needs. Any questions on this matter should be directed to Peter Mazzella ofthis office. J A, Guidry Director of Utilities JAGfPVM Xc: Skip Milor File \)\J\l\.\ CJ\\S America's Gateway to the Gulfstream " " SOUTH FWRIDA WATER MANAGEMENT DISTRICT 3301 Gun CIllO Road, West Palm Beach, Florida 33406 . (561) 686-8800 . FL WATS1.800-432-2043 . TDD (361) 097.2574 Mailing Address: P.O. Box 24680, West Palm Beach, FL 33416-4680 . www.sfwmd.gov (receipt) Refer to Application: 991213-5 Project Name BAPS DEVELOPMENT Recei~t No, 0000042576 - 0001 SOILPROBE ENGINEERING & TESTING INC 5450 GRIFFIN ROAD DAVIE, FL 33314 RECEIPT OF PERMIT APPLICATION REVENUE ACCOUNT CODE TYPE OF APPLICATION' 4615 ERP GENERAL PERMIT STANDARD GEN. PERMIT - NEW FEE AMOUNT $2.000.00 ITEM 1 1 TRANS TYPE PAYMENT MADE BY APPLICANT PAYMENT MADE BY APPLICANT DATE RECEIVED CHECK NO AMOUNT RECEIVED 12/13/1999 1025 $650.00 02/09/2000 2034 $1,350.00 ---------- ---------- BALANCE DUE $0.00 PROCESSED BY DATE SERVICE CENTER MWATERS February 9, 2000 WPB c: Applicant Accounting Control File GWU.:NING BtMRP EXrCUTlVE OFF/er Mich,l....1 Collins, CIIIIII"III,II/ ~1Ilh;wl n ~1inll)n, ~'I',' Clwrr'l-1Io1Jl Mitchl'lJ \\' n,'rgl'r Vera M. Carter Gl'r.udo B. Fcrn.lndcz l'illfl,kJ,Cll'.lsnn Niu>l.ls]. Gutierrez, Jr. Harklcy R. Th...lrnton Trudi K Williams Frank R. finch, P.E.,:EXt',util't' PUt'd," Jam('S E. Blount ChiN of: Stf~ff .' CANDACE LONG BREWER. ASLA LANDSCAPE ARCHITECT GEORGIA #562, FLORIDA#987 RESORT, RESIDENTIAL, RECREATIONAL AND ENVIRONMENTAL PLANNING 131 ST, CLAIR DRIVE, ST. SIMONS ISLAND, GA 31522 PH: 912,638.0446 11541 SW 20TH ST,.DAVIE, FL 33325 PH/FAX 954.472.5980 DECEMBER 29.1999 MEMORANUM BAPS DEVELOPMENT INC. ATTN: MR. JITENDRA PATEL Via fax: 954-792-6690 IN REVIEWING THE FOUR COMMENTS LISTED: COMMENT NUMBER 10 - INDICATE SITE TRIANGLE @ DRIVEWAYS THIS WAS DONE ON THE LAST SUBMITTED PLAN, DATED 12-6-99. COMMENT NUMBER 13 - NOTE PHASE TWO PARKING AREA WILL BE SEEDED. I HAVE ADDED THIS TO THE PLAN. COMMENT 22 - ON THE LANDSCAPE PLAN SUBMITTED IT STATES: 1. THE EXISTING LARGE STRANGLER FIG WILL REMAIN. 2. REMOVE ALL BLACK OLIVES I HAVE /'I NOTE ON THE DRAWING THAT SPECIFICALLY STATES THAT THESE TREES WILL BE REMOVED IN PHASE TWO AT WHICH TIME TREE REMOVAL PERMITS WILL BE PULLED. 3. RELOCATE CABBAGE PALM ( I HA VE ADDED THE WORDS PHASE TWO AFTER RELOCATE CABBAGE PALM) 4. EXISTING PINE TO REMAIN (THIS PINE TREE IS IN PHASE TWO) THE ONLY OTHER TREES ON THE LOT ARE A GROUP OF SMALL 3" CAL. SCRUB OAKS IN THE MIDDLE OF THE PROPOSED PHASE ONE BUILDING. COMMENT 25 ON THE LANDSCAPE PLAN SUBMITTED: 1. PLANT SCHEDULE ON SUBMITTEI;> PLAN PROVIDES 18" SHRUBS AT 24" ON CENTER. THA TIS WHA T THE LANDSCAPE CONTRACTOR WILL HA VE TO PROVIDE. 2. I HAVE LABELED THE 2,5' BUFFER ON THE LANDSCAPE PLAN " 3, THE ONLY ,TREE RELOCATED IN PHASE TWO IS ONE CABBAGE PALM, ALL OTHER BLACK OLIVE TREES WILL BE REMOVED WHEN PHASE TWO CONSTRUCTION PERMITS ARE PULLED. (ONE DOES NOT REMOVE A TREE UNTIL ONE HAS TO - IT IS BETTER TO LEAVE THE TREES INITIALLY THAN TO HAVE A BIG EMPTY SPOT AND NO CONSTRUCTION FOR YEARS). THE PLAN ILLUSTRATES WHERE THE CABBAGE PALM WILL BE RELOCATED, 4. THE TREE COUNT OF THE "TREES REQUIRED AND PROVIDED" IS ON THE SUBMITTED PLAN, PLEASE LET ME KNOW IF THIS IS NOT SUFFICIENT. TH~K YOU',) (:~ I, if. (j ! WI p,JUl ;L'V! fI . i / CANDACE LONG BREWER, ASLA 02/04/2000 17:14 5613647382 FIRE LIFE SAFETY " PAGE 01 ..~~_~h01- ... ' '0 ..,Ill. . I. ,.rry 'r ". . ), 't"" ,'...., ,J . '" City of Boynton Beach Fire Rescue Department i FIRE & LIFE S~FETY DIVISION 100 E, BOYNT N BEACH BLVD. BOYNTON BE CH. FL 33435 TELEPHONE: .561) 742-6600 FAX: (561)364~7382 I , , , ; ~ . i I P'ul Peana To: From: Fire & Life Safety P.... 9$4- :;84-2862 I 'Mn<< 9:;4-:;84-6880 Re: flow test Pa.... 2 including cover Date: 2/4/00 ee. OUrv-1 Dror Revtew 0...-.. eo",......t , ,....... R~ DPI.... Recycle . Co.Jments: , pir your request, attached is f s~ 18th Avenue between FEC Trac o~iginal will be mailed along w , I Tpank you, [ I ; I ow test for 6 and USl. tb receipt. ! The information ,jontained in fillS fa<:simikl transmission i$ priv' 'and confidential information intended only for use of the individual naT:~ above. If lhe reader of this message is nollhe Inlended recipient, you are hereby notified lI1at any dissemination, di tnbution or copying of lIW5 communication is . prohibited. If you hav.. received this communication ,n Ilrro<'. please n ify Uli immedia1e1y by telephone and return lhe 0 'nal transmiliSion to Uli 9t the abovll address via the US Postal Setv' . First Class Mail. Thank you. 02/04/2000 17': 14 5613647382 FIRE L!FE SAFETY ;E'e4e1le Request Date:1 2/3/00 Requested Fr~m: Paul Peana Telephone Nulnber: 954-584-6880 Associated Engineers 5450 Griffin Road Davie. FL 33314 Facsimile Nuniber: 954-584-2862 , , Location: s~ 18th Avenue between FEe Tracks an US 1 · DIAGRAM ',(/nC!Uc!fl direction. street names, hydranllocation , intersections and rnain siZes) l N SO TH FEDERAL IGHWAY , t PUBLlX 501 H#8 SE 181h AVE H#O Hydrant 1: ~tatiC Reading: 60 psi Hydrant 2: ~IOW Reading: 42 psi = 1091 gpm Assign Date: ! 2/4/00 Residual Reading: 44 psi Test Date: 2/4/00 \ Tested By: iFF "' Woznick Time Tested: 12;30 hours , , , I AVAILAS~ GPM AT 20 PSI RESIDUAL: 1 85 m , I I I , PAGE 02 , CONNECT NfY{ e' ' . . DCSr.cnlHE USIHO i' , , TAPf'lNG ~.' eO:.,' -,: TN'f'lNO VN...,VF: l1/,'.a'..~' , , .' .. _,_. ,,',. . ,I . " . ~,.~~;PU~lbl.tB.' , ' '.',', .' ,. '. .'\ ." 't>: ...'. ''-',7\- ..~. . J. i., .'" ,... ..' . f' I'" ,,' .. . . ,. I. . ,. I . , t ~: . :. I ' ;l" . : I Ig," .: \ 10 ......'1.',. , "+".' .- .. 11'1, I .. ,> I '\,4.' " i..j; I 'f'j L:4U' , I ' . ' .:!it . J:JI~ I . ,. I . ,1 : : !:XlS1lHQ \WH)LE ," L~ 0.:.".52 :: '''"~' EL:_'~'.o , ,. ~... _n'" P.V,C. I ' ,~ElY , .. '~lMEloI.H. AT , ,., IINERT' I '.lY~~ ,}~\{~~ .;. ,.f ,. ' - t.. .' " \. :.vi::...-:-----~-- . l<'1:, . ,,. .-f' .- '4g..,r" . , . '. ,0. ,.' I .. . 1.0; .. . .' 'u. '" I .> \ \~ ; , Il!s , ' I I ' \ J~' 'f~' \ . :13 I I 1 1 I I' , I' . II :;:';l '. ," ,. ,. I." . ,I" . I \ ,I I I : ~' I .:'f, . .'- 125.00" , .,,' .,'::: I' , , . \ . I I 1 I , 'I ili\i CI) ;;\,"'1: ,~i ~ , ,.- -:' ., I I I I I L , I I }s~ , . , I . ..I' t, ' ' .1 .. . " I ..I .. .' . . .' ... ; .' .: ,0': .~:~ : t' ... . .~. . .... ~ . . " .'~ ~ I" : i.{ 0' DEPARTMENT OF DEVELOPMENT Building - Planning & Zoning - Neighborhood Servh;es . Occupational Licenses - Community Redevelopment April 13,2000 Jay Patel 8795 Citation Drive Palm Beach Gardens, Florida 33418 Re: BAPS Temple caus 99-008 Dear Mr. Patel: Enclosed are the plans that were submitted to the Planning and Zoning Division for the BAPS Temple project on November 23, 1999, for third review. As your project has been approved and permitted process, we are returning to you a copy of these plans for your records, [fyou have any questions please contact this office at (561) 742-6260. fl:i:h Jwm Nicole Lewis Planning and Zoning Division \\CH\MArN\SHRDA T A\PlanningISHARED\WP\PROJECTS\BAPS TEMPLE CHURCH\CONDmONAL USE\Applica1\c Letter.Jrd revicw plans doc City of Boynton Beach . 100 East Boynton Beach Blvd" P,Q. Box 310 . Boynton Beach, Florida 33425~310 Phone: (561) 742-6350 . www.cLboynton-beach.fl.us DEPARTMENT OF DEVELOPMENT Division of Planning and Zoning February 1,2000 Building Planning & Zoning Engineering Occupational License Community Redevelopment Jay Patel 4630 N, University Drive, P,M,B" #219 Coral Springs, FL 33067-4626 Re: File No.: Location: BAPS Temple COUS 99-008 SE 18th Avenue, north of SE 23rd Avenue, east of FEC Railroad Dear Mr. Patel: Enclosed is the City of Boynton Beach Development Order for conditional use granted on December 21, 1999. To continue this project through the development process, please submit to this office four (4) rectified plans (a site plan revised to incorporate all applicable conditions of approval), The rectified plan must be signed-off by all TRC members prior to submitting for building permits, Should you have any questions regarding this matter, please feel free to contact this office at (561) 742-6260, Sincerely, Michael W. Rumpf Director of Planning & Zoning MWR/nl \\CH\MAIN\SHRDAT A\Plannmg\SHARED\WP\PROJECTS\BAPS TEMPLE CHURCH\CONDITlONAL USE\Development Order Letter,doc America's Gateway to the Gulfstream 100 East Boyutou Beach Blvd., P,O, Box 310 Boyoton Beach, Florida 33425-03tO Phone: (561) 375-6260 FAX: (561) 375-6259 DEC-17-1399 16:03 POC TRAFFIC ENG 561 478 5770 P,OI/OI PALM BEACH COUNTY IJEPARTlaJNT OF BNGIN1iIBRING AND PUBLIC WORKS TRAFFIC BNGINEBRING D,rv:rSION FACSIMILE TRANSMITTAL Date: November 24,1999 Name: Hanna Matras City of Boynton Beach 561,375.6260 561.375,6259 '1",,1- BAPS Temple Church - TPS Review From; AI Federico, P.E, J>; Senior Traffic EniPneer 561. 684.4030 561.478.5770 Phone: Fax: Phone: Fax: Subject: Page: ....l..., including this cover page The Palm Beach County Traffic Division has reviewed the traffic statement submitted for the BAPS Temale Church project. At this time we have the following comments: 1. The traffic statement must include the location of the project, the roads will providing access to the project and the time frame for build out of the project, 2. Daily trip generation must be based on the rates provided in Table 10,8 of the Palm Beach County ULDC, 3. Peak Hour trip generation should be based on the ITE TriD Generation. 6"\ Edition, 4, The equivalency statement must be signed and sealed by a Professional Engineer licensed to practice in the State of Florida, Based on this review the Traffic Division has determined that this project does /WI meet the Traffic Performance Standards of Palm Beach County and shculd not be approved until these issues have been addres.ed, Please contact me if you have any questions regarding these comments. *** Please note, no information was provided that would allow 'his office to forward a copy oftkese commen's to the applicant. "** 0:' TRAFFlC'.pt"p.'OOlOS< I.wpd Please coil 581. 884. 40aO ifthis"information was not transmitted clearly. TOTAL P.OI DEPARTMENT OF DEVELOPMENT MEMORANDUM NO. PZ 99-291 TO: Chairman and Members Community Redevelopment Agency THROUGH: Michael Rumpf Director of Planning and Zoning FROM: Lusia Galav Senior Planner DATE: December 3, 1999 SUBJECT: BAPS Temple- COUS-99-008 Conditional Use- ChurchlTemple INTRODUCTION Contained herein is a description of the subject project. The site is situated on 3.97 acres of vacant land including 1.73 acres zoned R-3, Multiple-Family Residential and 2,24 acres zoned C-3 Community Commercial. It is located on SE 18th Avenue between Federal Highway and the FEC Railroad tracks within the Community Redevelopment Agency (CRA) area. The applicant proposes to construct a temple facility including ancillary education and youth recreation accommodations. The R-3 zoned portion of the site requires Conditional Use approval for a church. A church is a permitted use in the C-3 zoning district. The first version of the site plan indicated that the temple buildings would be located in both zoning districts, The proposed temple structure is now entirely located within the C-3 zoning district with parking located in the R-3 zoning district. The applicant has agreed with Staff's original recommendation to proceed with the Conditional Use approval process for the entire site. Project Name: BAPS Temple Church. Applicant! Agent Jay Patel General Description: Conditional use approval for a temple Property Size: 172,954 square feet (3.97 acres) Land use: High Density (HDR) 10.8 du/ac General Commercial (GC) Zoning: R-3 Multiple-Family Dwelling District C-3 Community Commercial District Location: On SE 18th Avenue, north of SE 23rd Avenue, east of the FEC Railroad Tracks and west of Federal Highway. (See Exhibit "A"- Location Map). Building area: Phase 1: Phase 2: TOTAL: 8,320 square feet 23,250 square feet 31,570 square feet BAPS Temple COUS 99-008 Adjacent Land Uses and Zoning: North- Publix Supermarket zoned C-3 East- Parking lot for a medical office building zoned C-3 South- Various Multiple Family Residential units zoned R-3 West- FEC Railroad Tracks beyond which is the City of Boynton Beach Water Plant and a Residential development zoned PUD, STANDARDS FOR EVALUATING CONDITIONAL USES AND ANALYSIS Section 11.2.D of the Land Development Regulations contains the following standards to which conditional uses are required to conform. Following each of these standards is the Planning and Zoning Division's evaluation of the application as it pertains to standards. 1. Ingress and egress to the subject property and proposed structures thereon, with the particular reference to automobile and pedestrian safety and convenience, traffic flow, and control, and access in case of fire or catastrophe. The subject site proposes three (3) points of ingress and egress. The main driveway entrance is located on SE 18th Avenue in the northwest corner of the site. An additional driveway is proposed for the southeast corner of the site accessing SE 20th Avenue, This drive provides access for the Phase 1 and Phase 2 parking area, Both of these driveways will be operational in Phase 1 of the development. As part of the Phase 2 development, a second driveway entrance will be provided further east along SW 18th Avenue as an additional access to that portion of the parking area. Traffic circulation on site meets the requirements for emergency access and provides proper separation between vehicular and pedestrian traffic. A sidewalk is provide adjacent to the building and provides a continuous path connecting with a sidewalk along SE 18th Avenue. 2, Off-street parking and loading areas where required, with particular attention to the items in subsection 1 above, and the economic, glare, noise, and odor effects the conditional use will have on adjacent and nearby properties, and the city as a whole. The site plan provides the required number of parking spaces for this use, The development of the site will take place in two phases and the parking will be provided as required to accommodate each phase. Parking areas are properly buffered from right-of-ways and adjacent property, For the most part religious services will be conducted on Sundays with limited use of the facility during the week. No adverse impacts to adjacent property is anticipated. 3. Refuse and service areas, with particular reference to the items in subsection 1 and 2 above, One dumpster is being provided located towards the back of the site in the south parking lot area. The location is acceptable to Public Works for trash removal. With incorporation of staff comments the dumpster will be properly screened and buffered. SAPS Temple COUS 99-008 4. Utilities, with reference to locations, availability, and compatibility. Water and sewer utilities are currently provided to the site. With incorporation of Utility Department comments, utilities are available and consistent with the Comprehensive Plan policies and City regulations. 5. Screening, buffering and landscaping with reference to type, dimensions, character. The applicant is proposing to provide landscaping on the site to meet the City's current zoning code regulations, A landscape buffer including a continuous hedge, and required buffer trees will be provided along the road right-of-way and vehicular use areas. With incorporation of staff comments, screening and buffering will meet the code. 6. Signs and proposed exterior lighting, with reference to glare, traffic safety, economic effect, and compatibility and harmony with adjacent and nearby properties, The applicant proposes one monument sign for the project to be located adjacent to the west entrance on SW 18'h Avenue. The sign as proposed will meet sign code requirements and match the design of the building. No signage is proposed for the building facade. Site lighting consists of several pole fixtures 25 feet high to be located in the parking areas. These fixtures will meet the code requirements assuring proper illumination of the parking area and minimizing glare, No lighting is proposed for the building, 7. Required setbacks and other spaces, The site meets the setback requirements for both the R-3 and C-3 zoning districts. 8. General compatibility with adjacent property and other property in the zoning district. The site is located on SE 18th Avenue, a local street which dead ends at the FEC Railroad tracks. The site borders the FEC Railroad tracks to the west. The temple is a permitted use in C-3 and a conditional use in R-3. The surrounding uses consist of commercial, office and multifamily residential. Most of the surrounding property is commercial with some multifamily located to the southeast. The scale of the temple building is compatible with the surrounding structures which vary from one to four stories. The color, materials and decorative features of the building will blend well with the surroundings. The temple will be minimally used during the week with Sunday being the busiest day. Most of the traffic generated will be confined to this off-peak time period. 9. Height of building and structures, with reference to compatibility and harmony to adjacent and nearby properties, and the city as a whole. The maximum height of the one-story temple will be 37.49 feet with a mean building height of 34,64 feet. The structure is totally located within the C-3 zoning district and is within the maximum height requirement of 40 feet. BAPS Temple CO US 99-008 10. Economic effects on adjacent and nearby properties, and the city as a whole. The site is currently vacant. The proposed project would be considered infill development for the CRA area. The development is a permitted use in the C-3 zoning district and is a desirable improvement to this vacant parcel. The temple is a non-profit organization and will not be contributing to the City's tax base. However, it will be providing a community facility for residents of Boynton Beach and adjacent municipalities as well. 11. Conformance to the standards and requirements which apply to site plans, as set forth in the Land Development Regulations, Chapter 4, Site Plan Review. With incorporation of staff comments, the proposed project will comply with requirements stated within this section of city code. 12. Compliance with, and abatement of nuisances and hazards in accordance with the performance standards within Section 4 of the zoning regulations; also, conformance to the City of Boynton Beach Noise control Ordinance. The proposed temple will not create any nuisance, hazard or excessive noise. SUMMARY/RECOMMENDA TION The applicant, BAPS Development, is requesting site plan approval to construct a 31,570 square foot temple in two (2) phases. Site plan approval for this project includes the site improvements for both phases and the building floor plan and elevations for the Phase 1 temple building. The applicant will require site plan approval for the floor plan and elevations for the Phase 2 building addition at a later date. The site is located on a local street, west of Federal Highway, in the expanded CRA area. In terms of redevelopment potential it is a vacant infill parcel with low visibility regarding the Federal Highway corridor. It is zoned R-3 Multiple Family Residential and C-3 Community Commercial. The temple building will be located on that portion of the site zoned C-3 which permits the temple use, The parking area will be located on that portion of the site zoned R-3 which requires the conditional use approval. The entire project is being reviewed and processed as a conditional use. The only outstanding issue at this time involves the review of the traffic statement. Palm Beach County requested additional information from the applicant in order to complete their review, The applicant must provide this information and resolve any outstanding issues so that the project meets the Traffic Performance Standards of Palm Beach County prior to application for a building permit. Staff recommends that the application be approved subject to meeting all the conditions in Exhibit "C" including the Palm Beach County Traffic Performance Standards. LG/dim Attachments J:\SHRDATA\PLANNING\SHARED\WP\PROJECTS\FH FOSTER OIL CORP\STAFF REPORT COUS 99-006 ,DOC EXHIBIT "C" Project name: BAPS TEMPLE CHURCH File number: COUS 99-008 Reference: 3rd Review. New Site Plan. File # COUS 99-008 with a November 23. 1999 Planning and Zoning Deoartrnent date stamo rnarking I DEPARTMENTS I INCLUDE I REJECT I PUBLIC WORKS Comrnents: None UTILITIES Cornrnents: 1. Dept. of Health permits will be required for the water and sewer systems serving this project. (Sec. 26-12). 2, Fire flow calculations will be required demonstrating the City Code requirement of 1500 g,p.m, as stated in LDR chap. 6, Art, IV, Sec. 16, or the requirement imposed by insurance underwriters, whichever is greater, (see Sec. 26-16(a)), Please submit these calculations with your Health Department permit subrnittal. 3, Sec, 26-34(E) of the City Code requires that a capacity reservation fee he paid for this project either upon my request for signature on the Health Dept, application forms or within 30 days of site plan approval, whichever occurs first. This fee will be $790.02 based upon a I "meter Size. 4. Cornp Plan policy 3C.3.4 requires the conservation of potable water, City water rnay not, therefore, be used for irrigation where other sources are readily availahle, 5. This office will not require surety for installation of the water and sewer utilities, on condition that the systems be fully cornpleted, and given to the City hefore the first permanent rneter is set. Note that setting of a perrnanent water rneter is a prerequisite to obtaining the certificate of occupancy, 6. A building permit for this project shall not be issued until this office has approved the plans for the water and/or sewer improvements required to serve the project. (Sec. 26-15) 7, Provide drainage calculations showing the amount of rainfall to be retained on-site, FIRE Cornments: 8, A fire flow test is required and the hydrant will be in place prior to above grade construction. Page 2 BAPSTEMPLECHURCH File No.: COUS 99-008 DEPARTMENTS INCLUDE REJECT POLICE Cornrnents: 9. Each parking lot traffic plan shall provide directional arrows, ENGINEERING DIVISION Comments: 10. On the Landscape Plan indicate the required clear sight triangles at the driveway with a note that all landscaping within the triangle shall have a clear visibility window between 30" and 6' from the finished grade. [LDR Chapter 7.5, Article II, Section 5,H.] II In Section "B-B" ofthe paving, grading and drainage details, correct the detail to reflect the required type "D" curb - (4 places) and delete the "extruded curb" reference on the water/sewer plan. 12. Since Phase I includes a portion of parcels I and II, provide the City with a recordable Unity of Title of all three parcels. 13. Provide note on site plan and landscape plan that the Phase II parking area adjacent to Phase I will be seeded and rnulched, 14. On the site plan and related drawings, relocate the Phase II line such that it includes the construction of the grassed median in Phase I. BUILDING DIVISION Comments: IS. Permits are required to construct the irnprovernents that are shown on the approved site plan/conditional use documents. Permit application forms are available in the Building Division of the Development Department. A permit submittal checklist is available in the Building Division. The list identifies the basic docurnents that the Plans Analyst checks for when an applicant submits for permit review. 16. Amend note #5 found on the sheet titled Site Plan (sheet SPI of2) to state that the finish floor elevation is above the highest 100-year base flood elevation applicable to the building site, as determined by the South Florida Water Managernent District's surface water managernent construction developrnent regulations. [Section 3107.1.2, Chapter 3 I of the Boynton Beach arnendments to the 1997 edition of the Standard Building Code] 17, Considering that detail drawings of the building signage were not Page 3 BAPSTEMPLECHURCH File No.: COUS 99-008 DEPARTMENTS INCLUDE REJECT provided and the location of the signage was not shown on the elevation view drawings of the building, place the following note on the site plan and each drawing that depicts the elevations of the building: "Building signage is not approved for this project. Separate site plan review and approval is required for building signage." 18, At time of permit submittal, provide an executed City unity of title form. The form shall combine all lots or parcels within the subject site as one lot. The processing of the form shall follow the City's unity oftitle procedures, 19. At time of permit review, attach a current survey ofthe subject property to both sets of permit docurnents. 20. Cornpliance with the Building Codes will be evaluated at time of permit review, The permit fee, water and sewer facility fees, Fire Department fees, County fees and State fees will be determined at tirne of permit review. 21. Cornpliance with the Building Codes will be evaluated at time of permit review. The permit fee, water and sewer facility fees, Fire Department fees, County fees and State fees will be determined at time of permit review. PARKS AND RECREATION Comrnents: None FORESTERlENVIRONMENTALIST Comrnents: 22, The applicant should indicate on the landscape plans if the existing desirable trees will be preserved, relocated or removed/replaced on the site. PLANNING AND ZONING Cornments: 23, The following cornrnents are requirements ofCh. 4, Sec. 7, D. - Label the floor plan and elevation drawings as Phase I, Building 1, - Identify building colors on the elevation drawings, 24. The following comrnents are requirernents of Chapter 9, Sec. 10, - Identify all sidewalks on the site plan. Label and provide dimensions. - Review placernent of durnpster to ensure that they are easily accessible for pick-up. Page 4 BAPSTEMPLECHURCH File No.: COUS 99-008 DEPARTMENTS INCLUDE REJECT - Provide a six foot high concrete stucco wall for all durnpster locations, 25, The following comrnents are requirements ofCh. 7.5, See 5. -Provide shrubs and hedges eighteen (18) inches high and two (2) feet on center at tirne of planting. - Provide a 2.5 foot perimeter landscape buffer between all vehicular use areas and adjacent property, Label and dimension this buffer on the site plan and landscape plan. - Provide a tree relocation plan for phase II. - Provide a tree count for the number required and the number provided. 26, Clearly identify doors to restroorn through foyer on site plan, 27. Identify color for proposed sign. 28, Correct site plan data regarding building square footage to rnatch building footprint. Total square footage is 31,570. 29, Revise site data to correct area calculations for each zoning district. J:\SHRDAT A\PLANNING\SHARED\WP\PROJECTSIBAPS TEMPLE CHURCH\CONDITIONAL USE\3RD REVIEW COMMENTS.DOC Betty E, Patterson and James R. Patterson 1815 South Federal Highway Boynton Beach, FL 33435 100 East Boynton Beach Boulevard, PO Box 310 Boynton Beach, Florida 33425 Attention: Commissioner Nellie Denahan Re: Jay Patel, agent for Saps Temple Church December 1, 1999 Dear Commissioner Nellie Denahan: We have been property owners at 1815 South Federal Highway, since 1947. During those fifty-two years, we have seen many posttive changes to our area wtth a good mix of commercial and residential development. Our property taxes have increased over the years, which happens when property values increase. Property values have increased with growth, which we feel is good for our area. Having said the above, we hope the Community Redevelopment Agency and the City Commission will take a very serious look at Mr. Patel's request for a church to be buill on commercial property within our business area. We object to Mr, Patel's request to build a church in our area for the following reasons: 1. We feel commercial property in time will attract commercial development. therefor increase property value in our area. 2, We feel business will promote businesses within our area with all of our diverse advertising, 3, We feel that after paying taxes for fifty-two years and paying all of our required building and development fees that a group should not be pennitled to come into our area and be, in fact, taken off the tax rolls in the name of a church, Thank you for your cooperation in this matter. Sincerely, (L~t1 ct :2 !6;:U-?'L--- Betty E. Patterson Property Owner, 1815 South Federal Highway, Boynton Beach, FL 33435 h~~ Jim Patterson, Property and Business Owner, 1815 South Federal Highway, Boynton Beach, FL 33435 NOTICE OF PUBLIC HEARING Jay Patel, agent for BAPS Temple Church has requested the following property located on SE 18th Avenue, approximately 500 feet west of US-1 be considered for Conditional Use approval to construct a church, Legal Description: Parcel 1: The North 275 feet of the South 1,735 feet of the West 354,23 feet of the East Y, of the Northwest Y. of Section 33, Township 45 South, Range 43 East, Palm Beach County, Florida. Parcel 2: Lots 1 to 6 inclusive, Sunny Oaks Addition, according to the Plat thereof recorded in Plat Book 22, Page 10, Public Records of Palm Beach County, Florida. Parcel 3: That part of the South Y, of the East Y. of Lot 2 of the subdivision of Section 33, Township 45 South, Range 43 East, according to the plat thereof recorded in Plat Book 1, page 4, lying East of the East right of way line for the Florida East Coast Railroad, Palm Beach County, Florida. Proposed Use: Church. A PUBLIC HEARING TO CONSIDER THIS REQUEST IS SCHEDULED BEFORE THE COMMUNITY REDEVELOPMENT AGENCY AND THE CITY COMMISSION AT THE CITY HALL COMMISSION CHAMBERS, 100 E. BOYNTON BEACH BOULEVARD, BOYNTON BEACH ON DECEMBER 8, 1999 AND DECEMBER 21,1999, RESPECTIVELY, AT 7:00 P. M. All interested parties are notified to appear at said hearings in person or by attorney and be heard or file any written comments prior to the hearing dates, Any person who decides to 'appeal any decision of the Planning and Development Board and City Commission with respect to any matter considered at these meetings will need a record of the proceedings and for such purpose may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. CITY OF BOYNTON BEACH PLANNING AND ZONING DIVISION (561 742-6260) PUBLISH: November 28,1999 The Post - Facsimile TRANSMITTAL --- CITY OF BOYNTON BEACH 100 E. BOYNTON BEACH BOULEVARD P.O. BOX 310 BOYNTON BEACH, FLORIDA 33425-0310 FAX: (561) 742-6259 PlANNING AND ZONING DIVISION to: fax#: date: from: re: :Jim.. rAT:EL 9~'f- q:2/- JLf0~ 1/- :'0-19 f-u!;../ A c;, ALA V {!EM fL'<:. pages: :2, including cover sheet. J.Df'f 0/ !a.1.m &euh do 12vr~ -k C;-r~!i?errn.A. IhCtaR... cC?<.::kd- fu C!J(.(,Jy ~ 9ddt~ Wuf'L fif/Wt/114...J-g. Yu. r29jLd- muM- ncR.d C;w f'a.-.e.m tlecc..A ~o "r-Jos ~ t.'- h v.JcU'7 /(l.U'.~ G c.", he ~cl. Planning and Zoning Division City of Boynton Beach Boynton Beach. Florida 33425 742.6260 Fax: 742.6259 t'~O'J-24-1999 17: 37 POC- TRRFF I C ENG 551 478 ~770 ::<,01.'01 PALM BEACH COUNTY DBFARTMENT OF BNGINEBRING AND PUBLIC WORKS 'I'RAl'FIC ENGINBBRING DIVISION FACSIMILE TRANSMITTAL Date: November 24, 1999 Phone: Fax: Al Federico, P.E, ;S; Senior Trafflc Engineer 561.684.4030 561.478.5770 Phone: Fax: Hanna Matras City of Boynton Beach 561.375.6260 561.375.6259 From: Name: Subject: BAPS Temple Church. TPS Review Page: -L, including this cover page The Palm Beach County Traffic Division has reviewed the traffic statement submitted for the BAPS Temole Church project, At this time we have the following eomments: 1. The traffic statement must Include the location of the project, the roads will providing access to the project and the time frame for build out of the project, 2. Daily trip generation must be based on the rates provided in Table 10.8 of the Palm Beach County ULDC, 3. Peak Hour trip generation should be based on the ITB 1'1';[1 Generation, 6Lh Edition. 4. The equivalency statement must be signed and sealed by a Professional Engineer licensed to practice in the State of Florida, Based on thi8 retliew the Trame Diu/,sion. has determined that this project does not meet the 'l'raffic Performance Btallaards of Palm Beach County and should not be approved until these issues /tau" bfell addressed. Please contact me if you have any questions regarding these comments. **"" Please note, nO information was provided that would allow this office to forward a copy of these comments to the applicant. **"" c () ~"y LvS~ ~ '" c......n C\ Go' TRAFl'IC\.,pf\tp.l\99168< 1, "pd Please call 561.684.4030 if this information was not transmitted clearly. TOTAL F,01 DEPARTMENT OF DEVELOPMENT Division of Planning and Zoning Building Planning & Zoning Engineering Occupational License ColtJllUlnity Redevelopment November 16, 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: BAPS Temple Church SE 18th Ave, & US-1 & SE 20th Ave. NWSP 99-021 Dear Mr. Federico: The enclosed traffic generation statement on the Baps new site approval, prepared by Jay Patel 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, Deptuy Building Official, with your written response. If you have questions regarding this matter, please call me at (561) 742-6260. Sincerely, ^a?- Michael W. Rumpf Director of Planning and Zoning MWRjma J;\SHRDATA\PLANNING\SHAREO\'v"o.IP"IPROJECTS\BAPS TEMPLE CHURCH\TRAFFIC MEMO.OOC America's Gateway to tile Gulfstream 100 East Boynton Beaeh Blvd" P,Q, Box 3tO Boynton Beaeh, Florida 33425.j}3tO Pbone: (561) 375-6260 FAX: (561) 375-6259 TRIP GENERATION DATE: November 15, 1999 Whom It May Concern ~ Miguel Santibaiiez-Leon, P, , Traffic Engineer . TO: FROM: SUBJECT: Trip Generation for Church Facility Being Constructed by BAP,S, Development Inc. ISSUE: As per request by Jitu Patel, P,E., I have performed a trip generation analysis to determine the number of trips generated by the proposed facility. EXPLANATION: The authoritative source used in estimating the trip generation is the Institute of Transportation Engineers (ITE) Trip Generation Manual, 5th Edition, Land Use 560, Church, The proposed facility will consist of 7,825 square feet in Phase 1 and 27,800 square feet in Phase 2, It has been indicated that the Peak Hour of usage of the proposed facility will take place during Sunday afternoons between the hours of 2:00 PM and 7:00 PM, The table below summarizes the trip generation figures, Square Feet Average Trip Ends Peak Hour of Generator Phase 1 - 7,825 Phase 2 - 2,7800 150 532 41 146 Total 682 187 RECOMMENDATION: The figures generated by the square footage of the facility may not be indicative of the actual trip generation due to the fact that only 30 families make up the present composition of the church membership, ASSOCIATED ENGINEERS OF SOUTH FLORIDA, INC PLANNING. DESIGN. STUDIES. INSPECTION SERVICES 5450 GRIFFIN ROAD, DA VIE, FL. 33314 City of Boynton Beach 100 East Boynton Beach Blvd, Boynton Beach, FL ftD) R ri)'0:; , ~ ~~-:~31999 r "'''","~ , ZONING DEPT. November 23, 1999 Re: Storm Drainage System BAPS Temple SE 18th Street & US 1 Boynton Beach, FL This is to certify that the storm drainage system for the referenced 4 acres development will conform to all rules of the City and South Florida Water Management District. (LDR Chap. 4, Sec. 7F) Should you have any questions regarding the above please contact this office. Sincerely, ASSOCIATED ENGINEERS OF SOUTH FLORIDA PA PEANA, P,E #37334 Phone: (954) 584.6880 Fax: (954) 584.2862 TRIP GENERATION '1 KiUJ W'd. Il--j;u /0 '1 (f Y,f '.. Jecf fo Gi., ,') C'(f'm~'':J DATE: November 15, 1999 Whom It May Concern 4/ Miguel Santibai\ez-Leon, P, , Traffic Engineer . TO: FROM: SUBJECT: Trip Generation for Church Facility Being Constructed by SAP,S, Development Inc. ISSUE: As per request by Jitu Patel, P,E., I have performed a trip generation analysis to determine the number of trips generated by the proposed facility, EXPLANATION: The authoritative source used in estimating the trip generation is the Institute of Transportation Engineers (lTE) Trip Generation Manual, 5th Edition, Land Use 560, Church, The proposed facility will consist of 7,825 square feet in Phase 1 and 27,800 square feet in Phase 2. It has been indicated that the Peak Hour of usage of the proposed facility will take place during Sunday afternoons between the hours of 2:00 PM and 7:00 PM. The ta,ble below summarizes the trip generation figures, Square Feet Average Trip Ends Peak Hour of Generator Phase 1 -7,825 Phase 2 - 2,7800 150 532 41 146 Total 682 187 RECOMMENDATION: The figures generated by the square footage of the facility may not be indicative of the actual trip generation due to the fact that only 30 families make up the present composition of the church membership, Business, ,ours of Business's Surrounding Proposed L.A.P.S Temple. No. NAME MON-FRI SATURDAY SUNDAY 500 Bovnton Dinner 6AM-3PM 6AM-3PM 6AM-3PM 504 SUDer Cuts 9AM-5PM 9AM-7PM Closed 508 From Seul 9AM-5PM Closed Closed 510 Fancy Nail 9AM-7PM 9AM-5Pt.,1 Closed 512 Subwav 9AM-12AM 9AM-1AM-(Flidayalso) 9AM-11PM 514 Capital Caroet 9AM-8PM 8AM-6PM 11AM-5PM _ 534 Consionment 10AM-6PM 10AM-5PM Closed 518 TV VCR Repair 9AM-5PM 9AM-12PM Closed 520 Drv Cleaners 8AM-6PM 8AM-3PM Closed 524 Butterflv Restaurant (Chinese) 11am-10.30PM 1,1AM-10.30PM 11AM-10.30PM 540 Eve and Ear 9AM-5PM 9AM-4PM Closed 542 Hearino Centre 9AM-4PM Closed Closed 546 Aaron Rental Purchase 10AM-7PM 10AM-6PM Closed 548A Sa Iv Beautv 9AM-7PM 9AM-7PM 11 AM-5PM 548B Dollar $ Store 9AM-9PM 9AM-9PM 10AM-5PM 550A Beal's Oullet 8AM-10PM 8AM-1OPM 9AM-9PM 550B Anthonv's Ladies 10AM-7PM 10AM-6PM 11AM-5PM 552 Music Store 10AM-8PM 10AM-6PM 1AM-5PM 558 Barber Shop 8,30AM-5.30PM 8AM-4PM Closed 564 Crown Liauor 9AM-9PM 9AM-9PM 12AM-8PM 566 Bovnton Beach Medical 9AM-5PM Closed Closed 570 Blockbuster 10AM-Midnight 10AM-Midnight 1 DAM-Midnight 568 Bovnton Postal 8,30AM-5,30PM 9AM-5PM Closed 1919 Premier Walk In 9AM-7PM 9AM-3PM 11 AM-3PM 1627 Rainbow Press 9.30AM-5PM Closed Closed 1625 Pizza Hut 11PM-11PM (Mon-Thurs) 11PM-1AM (Friday) 11PM-11PM Beautv Shop 10AM-4PM 1 DAM-3PM Closed Nutrition Cottaoe 10AM-5.30PM 10AM-5.30PM Closed Florida Dental BAM-5PM Closed Closed Natural Forest 1 DAM-5PM 9AM-3PM Closed Dailv Aooarel 10AM-5PM Closed Closed Walgreens 24 Hrs 24 Hrs 24 Hrs Publix SAM-1OPM 6AM-1 DPM 6AM-1 DPM Miami - Subs 10AM-1AM 10AM-2AM (Friday Also) 10AM-1AM McDonald 6AM-11PM 6AM-11PM 6AM-11PM ASSOCIATED ENGINEERS OF SOUTH FLORIDA, INC PLANNING' DESIGN' STUDIES' INSPECTION SERVICES 5450 GRIFFIN ROAD, DA VIE, FL. 33314 November 23, 1999 City of Boynton Beach 100 East Boynton Beach Blvd, Boynton Beach, FL Re: Storm Drainage System BAPS Temple SE 18th Street & US 1 Boynton Beach, FL This is to certify that the storm drainage system for the referenced 4 acres development will conform to all rules of the City and South Florida Water Management District. (LDR Chap. 4, Sec. 7F) Should you have any questions regarding the above please contact this office, Sincerely, ASSOCIATED ENGINEERS OF SOUTH FLORIDA PA PEANA, P,E #37334 Phone: (954) 584.6880 Fax: (954) 584.2862 PREPARED FOR: BAPS DEVELOPMENT WATER MANAGEMENT REPORT FOR BAPS DEVELOPMENT CITY OF BOYNTON BEACH, FL NOVEMBER 30, 1999 , PREPARED BY: ASSOCIATED ENGINEERS OF SOUTH FLORIDA, INC. 5450 Griffin Road Suite B-1 Davie, FL 33314 Tel: (9 By: Pavel Peana, ,E, FLA. REGISTRATION NO. 37334 Project No,99-JTU SHEET 1 OF 9 PROJECT DESCRIPTION BAPS DEVELOPMENT IS A PROPOSED COMMUNITY PROJECT TO BE DEVELOPED BY BAPS DEVELOPMENT, THE PROJECT IS LQCATED WITHIN BOYNTON BEACH, FLORIDA AND COVERS AN AREA OF 3.97 ACRES, THE PROJECT WILL CONSIST OF ONE BUILDING AND ASSOCIATED INFRASTRUCTURE. THE ZONING OF THE AREA IS R-3 AND C-3 CITY OF BOYNTON BEACH. AT THE PRESENT TIME THERE ARE NO VISIBLE DRAINAGE IMPROVEMENTS ON SITE, THE GROUND SURF ACE RUNOFF PERCOLATES INTO THE GROUND, ALSO, THERE IS NO INDICATION OF RUNOFF FROM OFFSITE LAND AREAS DRAINING THROUGH THE PROJECT, OR ANY RUNOFF LEAVING THE PROJECT SITE. THE PROJECT STORM WATER MANAGEMENT SYSTEM WILL CONSIST OF EXFILTRATION TRENCHES, CATCH BASINS, INTERCONNECTED WITH DRY RETENTION AREAS, - THE EARTH BERM IS PROPOSED TO BE INSTALLED AROUND PERIMETER OF THE PROJECT AT ANY SECTION WHICH IS BELOW THE STAGE GENERATED BY 25 YEAR 3 DAY STORM EVENT OF 11.31 NGVD, TOP OF BERM WILL BE SET NOT LOWER THAN 11.35 NGVD. DURING CONSTRUCTION THERE WILL BE NO OFF-SITE DISCHARGE, POLLUTION CONTROL BAFFLES ARE TO BE ISNTALLED IN CATCH BASINS TO PREVENT DEBRIS AND SEDIMENTS FROM STORM WATER TO DISCHARGE, INTO THE GROUNDWATER. ALL DRAINAGE FACILITIES WILL BE OWNED AND MAINTAINED BY BAPS DEVELOPMENT. ON-SITE SURFACE OR UNDERGROUND WATER WITHDRAWALS ARE NOT ANTICIPATED AT THIS TIME. SHEET 2 OF 9 DEVELOPMENT DISCHARGE, A, DATA 1. TOTAL GROSS AREA IS 3.97 ACRES, 2, AREA SUBJECT TO WATER MANAGEMENT IS 3.97 ACRES, 3. PROJECT IS LOCATED ON SOUTH SIDE OF SE 18TH ST, 500' W OF US 1. 4, GOVERNING DRAINAGE DISTRICT: CITY OF BOYNTON BEACH. B, DISCHARGE CRITERIA, NOT AVAILABLE POST DEVELOPMENT A, GENERAL DEVELOPMENT DATA ZONING TOTAL AREA: BUILDING AREA: PAVED AREAS: LANDSCAPE: R-3 AND C-3 (CITY OF BOYNTON BEACH) 3,97 ACRES 0,72 ACRES 2,03 ACRES 1.22 ACRES SHEET 3 OF 9 B, DESIGN CRITERIA 1. PROPOSED MINIMUM ROAD GRADE IS 12,20 N,G,V,D, 2, PROPOSED MINIMUM FINISHED FLOOR ELEVATION IS 14,50, 3, RAINFALL DEPTHS: 100 YEAR I DAY: 100 YEAR 3 DAY: 25 YEAR 3 DAY: IO YEAR I DAY: 3 YEAR I DAY: 16.00 INCHES 18,00 INCHES 14,00 INCHES 10,00 INCHES 6,00 INCHES 4, AVERAGE WATER TABLE LEVEL IS 6,OON,G,V.D, 5, SYSTEM DESIGtlED FOR ON-SITE RETENTION WITH NO DISCHARGE. SEEPAGE SYSTEM DESIGNED WITH CAPACITY TO HANDLE THE MINIMUM RETENTION REQUIREMENTS AND PROVIDE FOR SECOND ORDER DRAINAGE, C. COMPUTATIONS 1. EQUIVALENT SOIL STORAGE (S): FOR LANDSCAPE AREAS WITH AN AVERAGE DEPTH TO THE WATER TABLE OF 7,50 FEET, THE DEVELOPED A V AILABLE SOIL STORAGE IS 19,55 INCHES. GROUND STORAGE 19.55 x 1.22 ACRES = 1.99 AC-FT, IN/FT S = 1.99 AC-FT, x 12 IN/FT = 6,00 INCHES, 3,97 ACS. 2, CALCULATE RETENTION REQUIREMENTS: a, VOLUME FROM THE FIRST INCH OF RUNOFF: V = 3,97 ACRES x I IN, x I FT. = 0.33 AC-FT, 12 IN b, VOLUME OF 2,5 INCHES TIME THE PERCENTAGE OF IMPERVIOUSNESS SHEET 4 OF 9 1. SITE AREA = TOTAL PRJECT - (LAKE + ROOF) = 3,97 AC, - (0,00 AC, + O,72AC,) = 3,25 AC, 2. IMPERVIOUS AREA = SITE AREA - PERVIOUS AREA = 3.25 AC, - 1.22 AC, = 2.03 AC, 3, PERCENTAGE OF IMPERVIOUSNESS = IMPERVIOUS AREA x 100% . SITE AREA = 2,03 AC, x 100% = 62,5% 3,25 AC, 4, FOR 2,5 in, TIMES THE % OF IMPERVIOUS = 2,50 in, X 0.625 = 1.56 IN, TO BE RETAINED 5, VOLUME REQUIRED = in, TO BE RETAINED x (TOTAL SITE - LAKE = 1.56 in, x (3,97 AC. - 0,00 AC,) = 12 = 0,52 AC-FT, REQUIRED RETENTION STORAGE PROVIDE RETENTION FOR 0.52 AC-FT, (PROVIDED BY EXFIL TRA TION TRENCH AND DRY RETENTION AREA), 3. SEEPAGE TRENCH DESIGN THE PROPOSED 1,201 LF OF EXFIL TRA TION TRENCH WILL STORE THE FOLLOWING: V = L [K (H 2 W + 2 H 2 DU - DU 2 + 2H2 DS) + (1.39 X 10-4. ) W DU] FROM PERCOLATION TEST: K = 4,25 X 10-4 V = 1,201 [4.25 X 10 -4 (5.50 X 6 + 2 X 5.50 X 4,5- 4,52 + 2 X 5,50 X 0) + 1.39 X 10-4 X 6,0 X 4.5] = 36,2065 AC-IN V = 3,02 AC- FT H2 = 5,50 Du = 4.50 W = 6,00 SHEET 5 OF 9 4, CALCULATIONS FOR DEVELOPING STAGE-STORAGE CURVE: a, TRENCH: 3.02AC-FT, OF SUBSURFACE STORAG,E FROM EL. 6,00, b, LANDSCAPE: 0.99 ACRES STORES LINEARLY FROM 12,00 TO 13.50, THEN VERTICALLY UP, - c, PAVED AREAS: 2.03 ACRES, STORES LINEARLY FROM 12,20 TO 14,0 THEN VERTICALLY UP, d, DRY RETENTION AREA: 0,23 ACRES STORES VERTICALLY FROM 11.50 SEE STAGE-STORAGE SCHEMATIC AND TABLES ON NEXT PAGE, (7 OF 9) 5, CHECK MINIMUM BUILDING FLOOR ELEVATION: a. S,F,W,M,D, CRITERIA, 100 YEAR 3 DAY STORM OF 18,00 IN,: Q= [(P-O,2S)2 1 2 P+O,8 (S) Q = rrs,oo - 0,2 (6,00)12 = 12.38 INCHES 18,00 + 0,8 X (6.00) V = (12,38) X 0.97) = 4,10 AC,FT 12 A STORAGE LEVEL OF 4,10 AC-FT, CORRESPONDS TO A STAGE OF 12,90 FT. THE MINIMUM FINISHED FLOOR ELEVATION SET AT 14.50 IS ADEQUATE.. 6 of 9 6. CHECK ROAD ELEVATION VERSUS DISTRICT'S CRITERIA: THE MINIMUM ROAD GRADE IS ESTABLISHED BY THE 10 YEAR 1 DAY StORM OF 10,0 INCHES, Q = r 10,0 - 0.2 X 6,012=5,23 INCHES (10.0 + 0.8 X 6,0) V = 5,23 x 3,97 = 1.73 ac-ft, 12 A STORAGE LEVEL OF 1.73 AC-FT CORRESPONDS TO A STAGE OF 9,79, THE MINIMUM ROAD ELEVATION IS SET AT 12.00 (INVERTED CROWN) IS ADEQUATE, 7, CHECK OFF-SITE DISCHARGE, S,F.W.M,D, CRITERIA REQUIRES PROTECTION FROM ADVERSE IMPACTS RESULTING FROM THE 25 YEAR 3 DAY RAINFALL EVENT OF 14,00 INCHES Q = (14,0 - 0,2 X 6,0) 2 = 8,71 IN, V = 8.71 X 3.97 = 2.88 AC-FT 14,0 + 0.8 X 6.0 12 A STORAGE LEVEL OF 2,88 AC-FT CORRESPONDS TO f.\ STAGE OF 11.32, A BERM WITH TOP ELEVATION SET AT 11.35 IS TO BE CONSTRUCTED ALONG THE PERIMETER OF THE PROJECT FOR ANY SEGMENT WHICH FALLS BELOW THIS LEVEL. REFERENCES: 1, SOUTH FLORIDA WATER MANAGEMENT DISTRICT "MANAGEMENT AND STORAGE OF SURFACE WATERS", PERMIT INFORMATION MANUAL VOLUME IV, 1987. SHEET 8 OF 9 12.2 - . 11.0 III . 8 I III - t III - 7.5 "=' - 6.5 K': = 6 '-0" CROSS SECTION OF PROPOSED TRENCH PAGE 9 of 9 - - - - - --- --- - --- SOILPROBE ENGINEERING..... rESTING, INC. STUDIES. DESIGN. INSPECTION. AND TESTING SERVICES. 5450 GRIFFIN ROAD. DAVIE, FL 33314 PHONE: (954) 584-6880 (954) 584.6115 FAX (954) 584-2862 November 30, 1999 HAPS Development 7300 SW 10'" Street Plantation, FL 33317 RE: Exf"1ltration Test Proposed Development 4 Acres Parcel SE 18'" Avenue Boynton Beach, FL As per your request, representative of this office performed two Usual Condition, Open-Hole standard exfiltration tests at the referenced site, The purpose of these tests was to determine the type of soil underlying the site and their percolation characteristics required for the design of the exfiltration trench system, The following presents the test data and evaluation: TEST #1 A. Location: Approximately center of front parking lot (north of proposed building), B, Soil profile: Depth in feet: Soil description: 0'-0" to 1'-8" 1'-8" to 6'-0" Gray sand with trace of rock White sand C. Hydraulic conductivity: 4Q K = ------------------------- = 4.38 X 10-4 (CFS/FT2 -FT. HEAD) II d ( 2 H2 2 + H2 d) Q = Stabilized flow rate = 0,0129 CFS (5,8 GPM) d = Diameter of hole = 0.5 Ft, H2 = Depth to water table = 8,00 FT, HAPS Development 4.00 Acres Parcel November 30, 1999 Page 2 of2 TEST #2 A. Location: Approximately center of southwest parking area. B. Soil profile: Depth in feet: Soil description: 0'-0" to 1'-0" 1 '-0" to 5'-0" 5' -0" to 6'-0" Gray sand White_ sand Brown sand C. Hydraulic conductivity: 4Q K = ------------------------ = 4.14 X 104 (CFS/Fr2 -Fr. HEAD) II d ( 2 H2 2 + H2 d) Q = Stabilized flow rate = 0.0122 CFS (5.5 GPM) d = Diameter of hole = 0.5 Ft. H2 = Depth to water table = 8.00 Fr. The above test was performed in substantial accordance with the SFWM District test method procedures as outlined in the attached Exhibit "A". Should you have any questions regarding the above, or if you require additional information, please contact this office. GINEERING & TESTING, INC. I. , E. #37334 Enc. EXHIBIT nAn Page 1 of 2 1. Usual Condition Test The usual test performed is an open-hole test which is either un- Cased or cased with fully perforated casing. The procedure is described as follows: a. Auger a 6 to 9 inch diameter hole to a depth below the ground surface equivalent to the design depth of trench (usually 4 to 6 feet). b. Record the distance from the ground surface to the water table prior to the addition of test water. c. If hole walls are unstable lower screen or fully.perforated casing into the hole. d. Fill hole with water and maintain water level at ground surface. Record rate of pumping; In g.p:.m. giving direct readings from water meter at fixed intervals of one minute or greater. Continue recording rate of pumping for 10 minutes following the stabilization of the recorded pumping rate. Figure C-V-l shows a cross.sectlon of the test hole with a formula relating the hydraulic conductivity to the field information. The hydraulic conductivity obtained by this method may be either greater or less than the effective trench hydraulic conductivity depending upon the relative hydraulic conductivity of the surface layers. . . C-V-2 EXHIBIT "An Page 2 of tA USUAL OPEN - HOLE TEST Q N.G. I I , d , I , H HI H:a.. WATER TABLE ~.: - . Os ELEV. "A" K .. 4Q "rTd(2H22+ 4HZDS+ H2dl . . K" HYDRAULIC CONDUCTIVITY (CFS/FT.s.FT.HEAD) Q " "STABILIZED" FLOW RATE (CFS) 'd . DIAMETER OF TEST HOLE (FEET) Hz" DEPTH TO WATER TABLE {FEEil OS" SATURATED HOLE DEPTH (FEET) ELEV. "A". PROPOSED TRENCH BOTTOM ELEV. HI" AVERAGE HEAD ON UNSATURATED HOLE SURFACE tFT.HEADl Figure C-V-l C-V-3 Facsimile TRANSMITTAL ---- CITY OF BOYNTON BEACH 100 E. BOYNTON BEACH BOULEVARD P.O. BOX 310 BOYNTON BEACH, FLORIDA 33425-0310 FAX: (561) 742-6259 PLANNING AND ZONING DIVISION to: fax#: date: from: re: ,tif (}de{ C/o 8/lfS 'Devdof/YIaAk U. 9';;tf - -r'i2 - (AD ro ((J{'l-o~ti ;2t, ) q19 JJA~ Adictl,/ /5(,,/) rt/2-(P2 ~2 eRrs !Q11L-p..{e . pages: .{, including cover sheet. Pli. /1lkl- Ik tvQ di-1~oL Yii~ yYl~~'8 J %& aU<-h~ r0 W<Jl{un.t ~ 4-0 ptWo../)O ~ &vt::i. (Ia fI r U ~ )-.e-~ ()..;/J CW ~.' I (JMh.'f,ffr0} ~ ~~MvV I ()J~ tne..U,k n~Gz;h;'" r Ii+ r)r'0pe~ f)u.4UJ-.:J wt%v I-fDO F VJ.-ci tA-- 'tI>~-1-hyCAd ~. ~ tk17l' c.U",- '-F~ r;U.l; (,p...ducL In Y-te 2ffhGc:1i~ d. . '7'.u... ~ 4I ~:s- () () {SA.hL F ~4L 3 ca;~{:') J+ h /'r"o. ()()Je/'sfOY1 c&() ~ 1./.0 w~ Planning and Zoning Division (M-a. e)- Cj2Ju.JZ aliZ-Ctlv...kU and W ba0k City of8oynton 8each I ..n. {lo ,.j.. D, ~ ~ 8oynton 8each. 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