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APPLICATION APPLICATION TRACKING LOG PROJECT TITLE: The Hamptons at Boynton Beach FILE II: NWSP 98-004 PROJECT LOCATION: northeast comer of Woolbri2ht Rd. and Knuth Rd. TYPE OF APPLICATION: New Site Plan PUBLIC NOTICE REQUIRED: (IN) 0 REVIEWER'S NAME AGENT: Kieran Kildaylkilday and assoc. ADDRESS: AGENT PHONE: 561-689-5522 FAX: 561-689-2592 DATE REC'D: 1/26198 AMOUNT: RECEIPT NO.: S 1500. 12 SETS OF PRE-ASSEMBLED PLANS SUBMITTED FOR REVIEW: 2 OF 12 SETS SIGNED AND SEALED 0 SURVEY 0 LANDSCAPE PLAN 0 FLOOR PLAN 0 SITE PLAN WITH SITE DATA 0 APPLICATION/SUBMITTAL: DATE ACCEPTED: DRAINAGE PLAN ELEVATION VIEW DRAWINGS COLORED ELEVATIONS RECEIVED MATERIAL SAMPLES RECEIVED PHOTOGRAPHS RECEIVED o o o o o DATE DENIED: DATE OF LETTER TO APPLICANT IDENTlmNG SUBMISSION DEFICIENCIES: DATE OF SUBMITTAL ACCEPTANCE LETTER: INITIAL 1 ST REVIEW MEMO: DATE SENT: ?Jl, MEMO NO. PZ 98-069 RETURN DATE: 1/20/98 1 ST REVIEW COMMENTS RECEIVED DATE OF LETTER SENT TO SENT TO APPLICANT IDENTIFYING TRC REVIEW COMMENTS: 90 DAY CALENDAR DATE WHEN APPLICATION BECOMES NULL AND VOID: DATE 12 COMPLETE (ASSEMBLED) SETS OF AMENDED PLANS SUBMITTED FOR 2ND REVIEW: PRE-ASSEMBLED PLANS SUBMITTED FOR REVIEW: AMENDED APPLICATION 0 2 Of12 SETS SIGNED AND SEALED 0 SURVEY 0 LANDSCAPE PLAN 0 FLOOR PLAN 0 SITE PLAN WITH SITE DATA 0 2ND REVIEW MEMO, DATE SENT, yfJi UTIL. P.W. · PARKS FIRE POLICE PLANNING BLDGIENGR FORESTER MEMOli MEMO NO. o o o o o RETU~ DATE'*- DRAINAGE PLAN ELEVATION VIEW DRAWINGS COLORED ELEVATIONS RECEIVED MATERIAL SAMPLES RECEIVED TRANSPARENCY RECEIVED PHOTOGRAPHS RECEIVED 2nd REVIEW COMMENTS RECEIVED UTIL. P.W. PARKS FIRE POLICE PLANNING BLDGIENGR FORESTER PLANS MEMOli BOARD MEETING DATE: BOARD: LAND DEVELOPMENT SIGNS PLACED AT THE PROPERTY. DATE SENT 1 SIGNS INSTALLED: DATE: CITY COMMISSION: DATE: DEVELOPMENT ORDER RECEIVED FROM CITY CLERK: 0 DATE: DEVELOPMENT ORDER SENT TO APPLICANT: 0 DATE: S:\FORMS\TRACKING LOG FORM revised 4/25/97 - PROJECT NAME: THE HAMPTONS AT BOYNTON BEACH LOCATION: NORTHEAST CORNER OF WOOLBRIGHT RD AND KNUTH RD COMPUTER ID: HAMPTONS AT BOYNTON BEACH I FILE NO.: NWSP 98-004 I TYPE OF APPLICATION: NEW SITE PLAN APPLICANT/CONTACT PERSON: OWNER: TARA OAKS DEV. CO. KIERAN KILDAYIKILDAY & ASSOC. C/O SCHROEDER & LARCHE, P.A. PHONE: 561-241-0300 ONE BOCA PLACE, STE. 319 ATRIUM FAX: 561-689-2592 2255 GLADES ROAD, BOCA 33431-7313 ADDRESS: 1551 FORUM PL.,STE 100 PHONE: 561-241-0300 WPB 33401 FAX: 561-241-0798 DATE: SUB MITT AL / RESUBMITT AL 3/6/98 1ST REVIEW COMMENTS DUE: 3/20/98 PUBLIC NOTICE: TRC MEETING: 3/31/98 RESUBMITTAL DATE: 4/27/98 2ND REVIEW COMMENTS DUE: LAND DEVELOPMENT SIGNS POSTED: PLANNING & DEVELOPMENT BOARD 5/26/98 MEETING: CITY COMMISSION MEETING: 6/2/98 COMMENTS: S:\FORMS\PROJECT TRACKING INFO 04/15/98 12:23 SCHROEDER & LARCHE, P. A. -+ 407 689 2592 .. e3j~3Jlgge__e~:01 .' SG1375f:.AC:II \-I CITY ATTORNEY .L. ....... . NO. 094 002 PAGE 02 Tile CCtg of Boynton ".ch lODE. .~ SHeil,..""'" P.O. Bu3JO fID!InIGR a.d\ ,.....,.33425-0310 OJI. O/t" ClIft AtrCIPMJ IStJ} 315-6D50 'AX: lfibll S7$-60S" MardI-), 1998 Mich_1 R. Scbroedct. B1q. Sctuueder " Larche, P.A. One Boca PIICe Suite 319.Acrium 2255 GladeI Road Boca Ra&on. Florida 33431.7383 VIA FACSIMILE ONLY (561) ~\-o79' Ie: StmYlftaVI!ID HOAJKnutb GaR Wall ~nn.tructinn Apwmneftl Dear Mike: Attached hcmo is a Biped copy of your letterdaud February 27, 1998, IUfhoriziDa filial payment to the Convector. I have eonfirmed with Don I~ Deputy Bdildiag Official that the waD bas passed final iMpectiOllllld tbat the feDceIwalJ WII cOIIIInIctcd in accordance with the permit. However. ~e jnspector iDfonned me over the telephone that Mr. Winchester may not have been happy with tho workmlnship of 1be will. Should you ha"C 1ft)' questions. pleue do not _irate to COIItact me. Encl. ~dlavcnl.A'l.o...dClf "ltr cc: Don IoJuuon, Deputy BuiJdin. Offici.1 "An Equal Opportunityl J\.tJirmatiw Adionl AIJA EJrvI~ 04/15/98 12:23 .'. SCHRoEDF~ & LARCHE, P.A. -+ 407 689 2592 e3;~/l~~e 68:61 e:,~,f. 1~:" -- 561375,:''''C. ~. a. LAROE. P.A. CITY ATTCA€V t , . .....-......... NO. 094 PAGE 83 Nl.1I!5 ga [;103 Nich..l 'awelseyk, Clq. Ae.1.taDt e~ty At'.~n.y e1t~ ., 8oYft~o" ".Oll r.b~YaZy 2', 119. ,..,. 2 I look ro~.zd to h..~ln, DS:cc Iftelosue cc; M~. 8111 R. .inch..~.~ (v~a 'acI1m11., v/enclalure) (3:"\eLIll!S\.IICKIIT'IO'~\'A"Lle,.21' CDDIO-O'J, .ADltIlQV&L aNn a"I"~~"'~" App~Dv.l and .cceptuc:. 18 h.~.r li"n of t:... ..11s ~on.t~uct.d 1n accordance .,ith tbe Wall Conltne~10ft .__c ca.ted June 6, 19" by and be~W..1l tbe City of IOp~OD _CIa. 8il1 a. IU,nch..ter, Elli. A. 1flnob..t.~ and M. Frank rintcock, Co- 7~U.t... of the .n~tb Read f~u.t d&ted .. of ~r 15, 1'" ,O~ con.trv~ion af vall ~djac.nt to Ift~th load. 04/15/98 _____!2:23 .~ SCHROEDER & LARCHE, P.A. ~ 407 689 2592 __ jlAR-31!-9B FR I 2: 13 PM BILL 1 .NCHESTER FAX NO. 561, _L 3993 NO. 094 P. 3 [;104 STONEHAVEN HOMEOWNERS ASSOCIATI[]N~ INC. P.O. Box 3S-41 Boynton Beach, Flortda 33424-3:M1 Maz'Ch 23, 1998 Mr. EUU. R. Ni..nc:heater P.O. Dz:'awar 1240 Boyntc:n Beach, F.L 33435 RE: ~6dlW!nt: SIl1I:lI19 St:c:lnebaYen ~. AS~iat1.on, %0::., Bi11 R. Wi.nChester and M1cbael. A. Sc::broedt:<<, datEd .7Une 19, 1990 and Atp.eeI~t ApproV1ng wal.1 bet:.ween St:cnIIhaven ~' Associaticn, Inc. ana B.111 R. W:l.ncbester, dated FebruaJ:y ", 1997 Dear EU11: Tn.1s l.ett:er is wr:1tbm tD ac1a1cwl.edge and c:cnfirm that ~ wa11. that is the subject of the above-re~entnCI8d ~ has ~ ccmp1.etecJ :in ~ wi tll t:ha XlaqUirE!llleDtS of sade and that the Assoo:i.atia'l accJepta t::bB WII1.1 ;in all. respect$ . StClnehaven Hr:::neawners. Aasociati.cn. lnC. a Florida ~atJ.on ~:~~ Xta: dent tt April 20) 1998 Engineering Surveying Planning 1885 W. Commercial Blvd. Suite 190 Ft. Lauderdale, FL 33309 PH: (954) 776-7604 FAX: (954) 776-7608 ~- -- & · ..- .. ~ SHAH - . - -.- ---.... - -.- ~.LC1. DROTOS &ASSOCIATES City of Boynton Beach Engineering Department P. O. Box 310 Boynton Beach) Florida 33425 RE: HAMPTONS OF BOYNTON BEACH SDA PROJECT NO. 98-0399 Gentlemen: I hereby certify) to the best of my knowledge and belief, that the Hamptons at Boynton Beach water management system has been designed in accordance with the rules and regulations of the City of Boynton BeachL Regulations) Land Development Regulations Chapter 4) Section 7.F.2. The plans and calculations also comply with the rules and regulations of the South Florida Water Management District and Lake Worth Drainage District. If you have any questions) please do not hesitate to contact this office. Yours truly) JJH/cw COOl :399. Walcr.mgml certif HA~TONSATBOYNTONBEACH SDA Project No. 98-0399 Drainage Statement The 22.61 acre drainage basin includes the 14.47 acre Hampton's site, 4.25 acre church site and 3.89 acres of Knuth Road. A 0.92 acre lake and 1000 1.f. of exfiltration trench will provide water quality and flood protection for the drainage area. The basin's discharge outfalls into a L WDD L-25 Canal through a control structure within the Knuth Road drainage system. The site's minimum road crown elevation is 14.50 determined by a 5 year - 1 day rainfall event. The minimum finish floor elevation is 16.50 ngvd determined by the 100 year - 3 day rainfall event. The basin's allowable discharge is 2.22 cfs. The lake water control elevation is 9.0 ngvd. The control structures weir elevation (detention volume stage) is calculated to be elevation 10.90 ngvd. The basin's runoffwill be detained up to elevation 10.90 ngvd. DSl :HAMPTONS.399 4/16/98 SFWMD SURFACE WATER MANAGEMENT CALCULATIONS for THE HAMPTONS AT BOYNTON BEACH 1/30/98 Revised 2/18/98 - Added exfiltration trench, reduced lake, lowered site elevations 1) PROPOSED LAND USE PROJECT PHASE mE HAMPTONS KNUI1I RD. CHURCH TOTAL PHASE AREA (ACRES) 14.47 3.89 4.25 BUILDING (ACRES) 3.77 0.00 0.46 4.23 ROAD COVERAGE (ACRES) 16.65% 4.36 19.27% 1.89 1.94 8.19 IMPERVIOUS AREA (ACRES) 8.12 35.93% 1.89 2.40 12.41 Site Area....................... On:site Area................. Net Area....................... Building Area............... Parking/Roads Area..... Road Swales................. Green Area................... 22.61 22.61 acres 0.00 acres 22.61 acres 4.23 acres 8.19 acres 1.82 acres 6.13 acres 2) FLOOD AND RAINFALL CRITERIA 5 year, 1 day storm...... 10 year, 1 day storm.... 25 year, 1 day storm.... 100 year, 1 day storm.. 7.75 inches 9.50 inches 12.00 inches 14.00 inches 3) COMPUTE SOIL STORAGE Wet season water e1ev. Ave. gI'OWldwater e1ev. Ave. site elevation........ Depth to water table.... 9.00 ngvd 9.00 ngvd 15.00 ngvd 6.00 ft. Assuming 25% compaction, available groWld storage is...... Storage available in pervious areas of the site is ................... Converting to site wide moisture storage, S ......................... Lake area....................... Lake t.o.b. elev............. Lake t.o.b. area............. Backyard swales bot. a: Backyard perimeter ele Backyard perimeter are Tree Presexvation area.. Minimum road crown.. 100 yr flood elev........... Minimum finished floo 6.75 inches 3.88 acre ft. 2.06 inches 0399sfw3 0.92 acres 15.50 ngvd 1.69 acres 0.00 acres 15.75 ngvd 0.00 acres 0.55 acres 14.50 ngvd 16.50 ngvd 16.50 ngvd 4) WATER QUAliTY REQUIREMENTS i) Based on the first 1 H of nIDotI' Site area........................ Required detention...... 22.61 acres 1.88 acre ft. ii) Based on 2.5 inches times percent impervious (3 year - 1 hour storm) Site area........................ Impervious area........... Percent impervious...... Required detention...... Therefore the required detention is Corresponding stage is between..... Interpolating gives a weir crest ot:.. 17.46 acres (Excluding building areas & lake) 8.19 acres (Excluding building areas & lake) 46.88 % 2.12 acre ft. 2.12 acre ft. 10.50 and...... 10.90 ngvd Compute extlltratlon trench reqwrernents 1 3.33 gprn Stab1l1zed Flow Rate Perc Test # Average flow mte, Q.... Diameter oUest hole... Depth to water table.... Saturated hole depth.... 3.3 gpm 0.3 ft 10.3 ft -1.3 ft 0.0074261 cts Hydraulic conductivity, K.............. 1.75E-04 Dry detention volume provided in green areas prior to over Applying 75% credit tor dry detention vs. wet detention..... Remaining retention required in exfiltration trench.............. Top of trench elevation................... Bottom of trench elevation............. Trench width.................................... Pipe diameter................................... Depth to water table........................ Non saturated trench depth............ Saturated trench depth.................... TIench storage mea......................... 13.00 ngvd 9.0 ngvd 6.0 ft 2.0 ft min. 5.5 ft 4.0 ft 0.0 ft 13.57 sq.1\:. 11.00 ngvd 0.00 ac. ft. 0.00 ac. ft. 2.12 ac.ft or 0399sfw3 4/16/98 25.42 ac. inches 2 4/16/98 Trench length required tor retention volume to be exfiltrated in I hour: Length required............ 1814 ft Associated average percolation ratt 25.63 ciS Length of trench to be used............ 1000 u: Associated average percolation ratt 14.13 ciS or 1.17 ac.ttIhr 5) COMPUTE STAGE STORAGE Assumptions: Lake areas store linearly from........ 9.00 to elevation 15.50 then vertical Parking stores linearly from............ 14.50 to elevation 15.75 then vertical Green areas store linearly from...... 15.00 to elevation 16.00 then vertical Backyard swale stores linearly fror 14.00 to elevation 16.50 then vertical Roadway swale areas store linearl> 13.75 to elevation 15.75 then vertical Trench stores linearly from............. 9.00 to elevation 13.00 then vertical Storae:e lacrefL) Sfa2e Lake lackvdlswal Parkitut Site Roadlswale "l Tench Total Sfa2e 9.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.00 9.50 0.47 0.00 0.00 0.00 0.00 0.04 0.51 9.50 10.00 0.98 0.00 0.00 0.00 0.00 0.08 1.06 10.00 10.50 1.51 0.00 0.00 0.00 0.00 0.12 1.63 10.50 11.00 2.08 0.00 0.00 0.00 0.00 0.16 2.23 11.00 11.50 2.67 0.00 0.00 0.00 0.00 0.19 2.87 11.50 12.00 3.30 0.00 0.00 0.00 0.00 0.23 3.53 12.00 12.50 3.95 0.00 0.00 0.00 0.00 0.27 4.22 12.50 13.00 4.63 0.00 0.00 0.00 0.00 0.31 4.94 13.00 13.50 5.34 0.00 0.00 0.00 0.00 1.48 6.82 13.50 13.75 5.71 0.00 0.00 0.00 0.00 1.48 7.19 13.75 14.00 6.09 0.00 0.00 0.00 0.03 1.48 7.59 14.00 14.50 6.86 0.00 0.00 0.00 0.26 1.48 8.59 14.50 14.75 7.26 0.00 0.20 0.00 0.45 1.48 9.39 14.75 15.00 7.66 0.00 0.82 0.00 0.71 1.48 10.67 15.00 15.50 8.49 0.00 3.27 0.77 1.39 1.48 15.41 15.50 15.75 8.91 0.00 5.12 1.72 1.82 1.48 19.06 15.75 16.00 9.34 0.00 7.16 3.07 2.27 1.48 23.32 16.00 16.25 9.76 0.00 9.21 4.60 2.73 1.48 27.78 16.25 16.50 10.18 0.00 11.26 6.13 3.18 1048 32.24 16.50 16.75 10.61 0.00 13.30 7.67 3.64 1.48 36.70 16.75 17.00 11.03 0.00 15.35 9.20 4.09 1.48 41.15 17.00 0399sfw3 3 Note - Trench stomge includes fiIst hour of discharge 6) FLOOD STAGE CRITERIA 100 Year 3 day Flood (zeIO discharge) Stornge requiIed........... Storage provided.. ........ 31.57 ac. ft. at ele, 32.24 ac. ft. at ele\ 16.50 ngvd 16.50 ngvd 5 Year 1 day Flood see attached flood routings 25 Year 3 day Flood see attached flood IOUtings 7) STAGE DISCHARGE CALCULATIONS a) Weir length Allowable dischaIge.................. or ..................... 62.9 csm 2.22 em 25 year, 3 day s10m Runoff .................... Volume ofnmotL. 16.31 in. 14.07 in. 26.51 acre ft. Corresponding stage is between........................ Interpolating gives an elevation oL.................. 16.00 and...... 16.18 ngvd Design head .................................... 5.27 ft. Length of weir = 0.06 ft. say.............. b) V-notch bleeder 0.00 ft 24 hour discharge ........ Design head.................. V-notch angle............... 0.87 ac ft 1.90 ft. 9.79 degrees The tollowing criteria will be used: V-notch height............. V-notch angle............... Width of notch............. V-notch invert.............. Top of orifice................ 0.70 teet 41.00 degrees 0.52 teet 9.00 ngvd 9.70 ngvd 0399sfw3 4/16/98 16.50 ngvd 4 4/16/98 7) STAGE DISCHARGE CALCULA170NS Storal!e (at-ft.) Dlscharl!e (efs) Stage Storage Total storage V-notch Total 9.00 0.00 0.00 0.00 0.00 9..50 0.51 0.51 0.00 0.00 10.00 1.06 1.06 0.64 0.64 10..50 1.63 1.63 0.89 0.89 11.00 2.23 2.23 1.09 1.09 11. .50 2.87 2.87 1.25 1.25 12.00 3.53 3.53 1.40 1.40 12.50 4.22 4.22 1.53 1.53 13.00 4.94 4.94 1.65 1.65 13..50 6.82 6.82 1.77 1.77 13.75 7.19 7.19 1.82 1.82 14.00 7.59 7.59 1.87 1.87 14.50 8.59 8.59 1.97 1.97 14.75 9.39 9.39 2.02 2.02 15.00 10.67 10.67 2.07 2.07 15.50 15.41 15.41 2.16 2.16 15.75 19.06 19.06 2.20 2.20 16.00 23.32 23.32 2.25 2.25 16.25 27.78 27.78 2.29 2.29 16..50 32.24 32.24 2.33 2.33 16.75 36.70 36.70 2.37 2.37 17.00 41.15 41.15 2.41 2.41 0399sfw3 5 PROGRAM NAME...............: SCS PROJECT NAME......... ......: THE HAMPTONS AT BOYNTON BEACH ENG I NEER ' S NAME............: S. D . A . PROJECT AREA...............: 22.61 ACRES GROUND STORAGE. .......... ..: 2.06 INCHES TERMINATION DISCHARGE.... ..: 100 CFS DISTRIBUTION TYPE.. ........: SFWMD RETURN FREQUENCy..... ......: 5 YEARS RAINFALL DURATION.. ........: 1 -DAY 24-HR RAINFALL....... .... ..: 7.75 INCHES REPORTING SEQUENCE.........: STANDARDIZED STAGE STORAGE DISCHARGE (FT) (AF) ( CFS ) 9.00 0.00 0.00 9.50 0.51 0.00 10.00 1.06 0.64 10.50 1.63 0.89 11.00 2.23 1.09 11.50 2.87 1.25 12.00 3.53 1.40 12.50 4.22 1.53 13.00 4.94 1.65 13.50 6.82 1.77 13.75 7.19 1.82 14.00 7.59 1.87 14.50 8.59 1.97 14.75 9.39 2.02 15.00 10.67 2.07 15.50 15.41 2.16 15.75 19.06 2.20 16.00 23.32 2.25 16.25 27.78 2.29 16.50 32.24 2.33 16.75 36.70 2.37 17.00 41.15 2.41 - - - - - R E S E R V 0 I R - - - - - RAIN ACCUM. BASIN ACCUM. ACCUM. INSTANT AVERAGE TIME FALL RUNOFF DISCHGE INFLOW VOLUME OUTFLOW DISCHGE DISCHGR STAGE (HR) ( IN) ( IN) ( CFS ) (AF) (AF) (AF) (CFS) ( CFS ) (FT) 0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 9.00 4.00 0.35 0.00 0.0 0.0 0.0 0.0 0.0 0.0 9.00 8.00 1.06 0.16 2.2 0.3 0.3 0.0 0.0 0.0 9.27 10.00 1.65 0.47 4.7 0.9 0.9 0.0 0.4 0.1 9.78 11.00 2.08 0.75 7.7 1.4 1.4 0.1 0.7 0.6 10.19 11.50 2.47 1.03 13.0 1.9 1.8 0.1 0.9 0.8 10.57 11. 75 3.78 2.09 96.5 3.9 3.8 0.1 1.2 1.1 11.46 12.00 5.08 3.24 105.3 6.1 6.0 0.1 1.6 1.4 12.96 12.50 5.65 3.76 23.7 7.1 6.9 0.2 1.8 1.7 13.45 13.00 5.94 4.03 12.4 7.6 7.3 0.3 1.8 1.8 13.74 14.00 6.34 4.40 7.6 8.3 7.8 0.4 1.9 1.9 14.09 16.00 6.82 4.85 5.0 9.1 8.4 0.8 1.9 1.9 14.37 20.00 7.38 5.38 3.0 10.1 8.7 1.4 2.0 2.0 14.53 24.00 7.75 5.73 2.0 10.8 8.7 2.1 2.0 2.0 14.54 MAXIMUM STAGE = 14.54 FEET MAXIMUM DISCHARGE = 1.98 CFS PROGRAM NAME.............. -' SCS PROJECT NAME...............: THE HAMPTONS AT BOYNTON BEACH ENGINEER'S NAME............: S.D.A. PROJECT AREA...............: 22.61 ACRES GROUND STORAGE.............: 2.06 INCHES TERMINATION DISCHARGE... ...: 100 CFS DISTRIBUTION TyPE..........: SFWMD RETURN FREQUENCy...........: 25 YEARS RAINFALL DURATION..........: 3 -DAY 24-HR RAINFALL.............: 12 INCHES REPORTING SEQUENCE.........: STANDARDIZED TIME (HR) 0.00 4.00 8.00 12.00 16.00 20.00 24.00 28.00 32.00 36.00 40.00 44.00 48.00 52.00 56.00 STAGE (FT) 9.00 9.50 10.00 10.50 11.00 11.50 12.00 12.50 13.00 13.50 13.75 14.00 14.50 14.75 15.00 15.50 15.75 16~00 16.25 16.50 16.75 17.00 STORAGE (AF) 0.00 0.51 1.06 1.63 2.23 2.87 3.53 4.22 4.94 6.82 7.19 7.59 8.59 9.39 10.67 15.41 19.06 23.32 27.78 32.24 36.70 41.15 RAIN ACCUM. BASIN FALL RUNOFF DISCHGE ( IN) ( IN) ( CFS ) 0.00 0.29 0.58 0.88 1.17 1.46 1.75 2.18 2.60 3.03 3.46 3.88 4.31 4.85 5.95 0.00 0.00 0.01 0.09 0.20 0.35 0.53 0.82 1.13 1.47 1.82 2.18 2.55 3.03 4.04 0.0 0.0 0.2 0.5 0.8 0.9 1 .1 1.7 1.9 2.0 2.0 2.1 2.1 3.4 7.6 DISCHARGE ( CFS ) 0.00 0.00 0.64 0.89 1.09 1.25 1.40 1.53 1.65 1.77 1.82 1.87 1.97 2.02 2.07 2.16 2.20 2.25 2.29 2.33 2.37 2.41 ACCUM. INFLOW (AF) 0.0 0.0 0.0 0.2 0.4 0.7 1.0 1.5 2.1 2.8 3.4 4.1 4.8 5.7 7.6 VOLUME (AF) - RES ACCUM. OUTFLOW (AF) E R V 0 INSTANT DISCHGE ( CFS ) 0.0 0.0 0.0 0.2 0.4 0.7 0.9 1.2 1.6 1.9 2.2 2.5 2.8 3.3 4.7 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.6 0.9 1.2 1.6 2.0 2.4 2.9 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.7 0.9 1.0 1.1 1.2 1.2 1.3 1.6 I R - - AVERAGE DISCHGR ( CFS ) 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.6 0.8 0.9 1.0 1 .1 1.2 1.3 1.5 STAGE (FT) 9.00 9.00 9.02 9.15 9.37 9.62 9.83 10.13 10.43 10.70 10.97 11.21 11.45 11.81 12.80 - - - - - RES E R V 0 I R - - - - - RAIN ACCUM. BASIN ACCUM. ACCUM. INSTANT AVERAGE TIME FALL RUNOFF DISCHGE INFLOW VOLUME OUTFLOW DISCHGE DISCHGR STAGE (HR) ( IN) ( IN) ( CFS ) (AF) (AF) (AF) ( CFS ) ( CFS ) (FT) 58.00 6.86 4.89 11.3 9.2 6.1 3.2 1.7 1.7 13.27 59.00 7.54 5.53 16.6 10.4 7.1 3.3 1.8 1.7 13.58 59.50 8.14 6.10 26.1 11.5 8.1 3.4 1.9 1.8 14.13 59.75 10.16 8.05 177.6 15.2 11.7 3.4 2.0 2.0 14.85 60.00 12.18 10.01 179.6 18.9 15.4 3.5 2.1 2.1 15.30 60.50 13.06 10.87 39.1 20.5 16.9 3.5 2.2 2.2 15.58 61.00 13.51 11.32 20.4 21.3 17.7 3.6 2.2 2.2 15.64 62.00 14.12 11.92 12.4 22.5 18.6 3.8 2.2 2.2 15.71 64.00 14.87 12.65 8.1 23.8 19.7 4.2 2.2 2.2 15.78 68.00 15.73 13.50 4.9 25.4 20.5 4.9 2.2 2.2 15.83 72.00 16.31 14.07 3.2 26.5 20.9 5.6 2.2 2.2 15.85 MAXIMUM STAGE = 15.85 FEET MAXIMUM DISCHARGE = 2.22 CFS PROGRAM NAME........ ...... . SCS PROJECT NAME...............: THE HAMPTONS AT BOYNTON BEACH ENG I NEER ' S NAME............: S. D . A . PROJECT AREA...............: 22.61 ACRES GROUND STORAGE...... .......: 2.06 INCHES TERMINATION DISCHARGE......: 100 CFS DISTRIBUTION TYPE.. ........: SFWMD RETURN FREQUENCy...........: 100 YEARS RAINFALL DURATION....... ...: 3 -DAY 24-HR RAINFALL.............: 14 INCHES REPORTING SEQUENCE...... ...: STANDARDIZED STAGE STORAGE DISCHARGE (FT) (AF) ( CFS ) 9.00 0.00 0.00 9.50 0.51 0.00 10.00 1.06 0.64 10.50 1.63 0.89 11.00 2.23 1.09 11.50 2.87 1.25 12.00 3.53 1.40 12.50 4.22 1.53 13.00 4.94 1.65 13.50 6.82 1.77 13.75 7.19 1.82 14.00 7.59 1.87 14.50 8.59 1.97 14.75 9.39 2.02 15.00 10.67 2.07 15.50 15.41 2.16 15.75 19.06 2.20 16.00 23.32 2.25 16.25 27.78 2.29 16.50 32.24 2.33 16.75 36.70 2.37 17.00 41 .15 2.41 - - - - - R E S E R V 0 I R - - - - - RAIN ACCUM. BASIN ACCUM. ACCUM. INSTANT AVERAGE TIME FALL RUNOFF DISCHGE INFLOW VOLUME OUTFLOW DISCHGE DISCHGR STAGE (HR) ( IN) ( IN) ( CFS ) (AF) (AF) (AF) ( CFS ) ( CFS ) (FT) 0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 9.00 4.00 0.34 0.00 0.0 0.0 0.0 0.0 0.0 0.0 9.00 8.00 0.68 0.03 0.4 0.1 0.1 0.0 0.0 0.0 9.05 12.00 1.02 0.14 0.8 0.3 0.3 0.0 0.0 0.0 9.25 16.00 1.36 0.30 1.0 0.6 0.6 0.0 0.1 0.0 9.54 20.00 1.70 0.50 1.2 0.9 0.9 0.1 0.4 0.2 9.81 24.00 2.04 0.72 1.3 1.4 1 .1 0.3 0.7 0.5 10.03 28.00 2.54 1.08 2.1 2.0 1.5 0.5 0.8 0.7 10.40 32.00 3.04 1.47 2.3 2.8 2.0 0.8 1.0 0.9 10.76 36.00 3.54 1.88 2.4 3.5 2.4 1 .2 1.1 1.1 11.10 40.00 4.03 2.31 2.5 4.3 2.8 1.5 1.2 1.2 11.43 44.00 4.53 2.74 2.5 5.2 3.2 2.0 1.3 1.3 11.73 48.00 5.03 3.19 2.6 6.0 3.6 2.4 1.4 1.4 12.03 52.00 5.66 3.76 4.1 7.1 4.2 2.9 1.5 1.5 12.45 56.00 6.94 4.97 9.0 9.4 5.9 3.4 1.7 1.6 13.24 - - - - - RES E R V 0 I R - - - - - RAIN ACCUM. BASIN ACCUM. ACCUM. INSTANT AVERAGE TIME FALL RUNOFF DISCHGE INFLOW VOLUME OUTFLOW DrSCHGE DISCHGR STAGE (HR) ( IN) (IN) ( CFS) (AF) (AF) (AF) (CFS) ( CFS ) (FT) 58.00 8.01 5.98 13.4 11.3 7.5 3.7 1.8 1.8 13.88 59.00 8.79 6.73 19.6 12.7 8.8 3.9 2.0 1.9 14.50 59.50 9.49 7.40 30.8 13.9 10.0 4.0 2.0 2.0 14.80 59.75 11.85 9.69 209.1 18.3 14.3 4.0 2.1 2.1 15.15 60.00 14.21 12.01 210.9 22.6 18.6 4.1 2.2 2.1 15.57 60.50 15.23 13.01 45.9 24.5 20.4 4.1 2.2 2.2 15.80 61.00 15.76 13.54 23.9 25.5 21.3 4.2 2.2 2.2 15.87 62.00 16.48 14.24 14.5 26.8 22.4 4.4 2.2 2.2 15.94 64.00 17.35 15.10 9.5 28.4 23.7 4.8 2.3 2.2 16.01 68.00 18.35 16.09 5.7 30.3 24.8 5.5 2.3 2.3 16.08 72.00 19.03 16.76 3.8 31.6 25.3 6.3 2.3 2.3 16.11 MAXIMUM STAGE = 16.11 FEET MAXIMUM DISCHARGE = 2.27 CFS 4/17/98 FIRE FLOW - THE HAMPTONS AT BOYNTON BEACH PROJECT HAM THE HAMPTONS AT BOYNTON BEACH PROJECT NUM 96-0398 DATE............... 4114/98 A} DESIGN ROWS TOTAL FLOW (GPo) RESIDENTIAL AREA UNIT TYPE # UNITS UNIT FLOW (GPo) THE HAMPTON MULTI-FAMilY 120 350 42.000 TOTAL FLOW........................................................ 42.000 GPO BJ ISO FIRE now 1 F-18C(A} C= 0.8 14.= 17.022 (condtruction coefficient - noncombustible materials between all units) (the total floor area for buildina) 1 F=18C(A} ................. ...... ............ ... REDUCTION BY 25% - LOW FIRE HAZARD.......... REDUCTION BY 50% - SPRINKLER PROTECTIOfI. F= F= F= 1878.74 1409.06 704.53 GPM GPM GPM AVERAGE FLOW............................ PEAK FACTOR............................... PEAK FLOW................................... ~IRE FLOWOW..:..:........................... OTAl Fl .. .. ........................... 29.17 2.00 58.33 704'i3 762.6 GPM (FOR FIRE FLOW) GPM ~PM PM C} DETERMINE TOTAL SYSTEM HEAD FRICTION COEFF. C....................... TIE IN PRESSURE........................... STATIC HEAD..... ............... ......... .... WATERMAIN DIAMETER................. WATER MAIN lENGTH.................... WATERMAIN & FITTING DIAMETER 130 60.00 1 8 4910 8 PSI FT. INCHES FT. INCHES MINOR LOSSES TOTAL {Fn 30 84 180 28.8 OUANTITY 4 4 10 6 ITEM DESCRIPTION 45 ELBOW TEE 90 STD ELBOW GATE VALVE EQUIVALENT PIPE lENGTH (m 7.5 21 18 4.8 TOTAL.. ........ ..... ........................... 322.8 TOTAL SYSTEM HEAD FRICTION lOSSES STATIC 4.87 762.86 54.35 0.00 25.54 34.46 3.57 1 0399frfl APPLICATION ACCEPTANCE D~ RECEIVED BY STAFF MEMBER: FEE PAID: RECEIPT NUMBER: CITY OF BOYNTON BEACH, FLORIDA PLANNING & ZONING DEPARTMENT SITE PLAN REVIEW APPLICATION FOR NEW SITE PLANS & MAJOR MODIFICATIONS TO EXISTING SITE Application Acceptance Date: Fee Paid: Receipt Number: This application must be filled out completely, accurately and submitted as an original to the Planning and Zoning Department. Twel ve complete, sequentially numbered and assembled sets of plans including a recent survey and appropriate fee shall be submitted with the application for the initial process of the Site Plan Review procedure. An incomplete submittal will not be processed. Please print legibly (in ink) or type all information. I. GENERAL INFORMATION 1. Project Name: The Hamptons at Boynton Beach 2. Applicant's name (person or business entity in whose name this application is made) : E.B. Developers, Inc. Address: 7035 Bera Casa Way Boca Raton, FL 33433 Phone: 561-395-6868 Fax: 561-395-7577 (Zip Code) 3. Agent's Name (person, if any, representing applicant): Kieran J. Kilday/Kilday & Associates, Inc. Address: 1551 Forum Place Suite 100 West Palm Beach, FL 33401 Phone: 561-689-5522 Fax: 561-689-2592 (Zip Code) 4. Property Owner's (or Trustee's) Name: Tara Oaks Development Company: Address: Phone: c/o Schroeder and Larche, P.A. One Boca Place, Suite 319 Atrium 2255 Glades Road Boca Raton, FL 33431-7313 (Zip Code) 561-241-0300 Fax: 561-241-0798 5. Correspondence to be mailed to agent only; if no agent, then to applicant unless a substitute is specified below:* Mail to Kilday & Associates, Inc. *This is the one address to which all agendas, letters and other materials will be mailed. 6. What is applicant's interest in the premises affected? lessee, builder, developer, contract purchaser, etc.) (owner, buyer, Contract Purchaser 7 . Street address or location of site: Northeast corner of Woolbright Road and Knuth Road. 8. Property Control #: 08-43-45-30-01-071-0010 & 08-43-45-30-01-089-0010 Legal description of site: See attached Exhibit "A" 9 . Intended use(s) of site: 192 multi-family dwelling units (rental apartments) with accessory private recreation facilities. 10. Deve:oper or Builder: E.B. Developers, Inc. 11. Architect: Humphreys & Partners Architects 12. Landscape Architect: Kilday & Associates, Inc. Kilday & Associates, Inc. 13. Site Planner: 14. Engineer: Shah Drotos & Associates,Inc. 15. Surveyor: Shah Drotos & Associates, Inc. Planning and Zoning Department - Rev. 3/18/97 S :\PLANN I NG\SHARED\WP\FORMS\APPS\NWSP\SITEPLAN.WPD EXHIBIT "A" LAND ~SCRIPl1ON: A PARCEL OF LAND BEING PORTIONS Of TRACTS 71. 72. 89, 90, 103, 104. 121 AND 122. OF PALM BEACH FARMS CONPANY PLAT NO.8. RECORDED IN PLAT BOOK 5, PAGE 73. OF THE PUBUC RECORDS OF PALM BEACH COUNTY. FLORIDA. LYING IN SECTION 30. TOWNSHIP 45 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTH QUARTER (5 1/4) CORNER OF SAID SECTION 30, RUN THENCE NORTH 0110'26" EAST. ALONG THE NORTH--50Uni QUARTER (NS 1/4) SECTION UNE 40.0 FEET: niENCE EAST 40.0 FEET TO THE POINT OF BEGlNNfNG OF niE HEREIN DESCRIBED PARCEL; THENCE CONTINUE EAST 351.64 FEET: THENCE NORTl-f 01-04'28. EAST 2513.64 FEET, TO A POINT ON THE SOUTH RIGHT-Of-WAY UNE OF LAKE WORTH DRAINAGE DISTRICT CANAL L-25 AS SANE IS RECORDED IN OF'FICIAL RECORDS BOOK 2063, PAGE ,...,6. PUBUC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE SOUTH 89'49'00. VEST, ALONG SAID RIGHT-Of-WAY UNE 3"'7.30 FEET TO THE EASTERLY RIGHT-OF-WAY UNE OF A ROAD RIGHT-Of-WAY AS RECORDED IN OFfiCiAl RECORDS BOOK 2075. PAGE 572, PUBUC RECORDS Of PALM BEACH COUNTY. FLORIDA; THENCE SOUTH 01'0'26" \\EST, ALONG JUST SAID RIGHT-OF-WAY UNE 2512.61 FEET TO THE POINT OF BEGINNING. lESS THE SOUTH 567 fEET AND THE ~ST 25 FEET. THEREOF. SAID LANDS lYING AND BEING IN THE CITY OF BOYNTON BEACH. PALM BEACH COUNTY. . FLORIDA, CONTAINING A CONPUTED NET NtEA OF' 630,292 SQUARE fEET ('.......70 ACRES) MORE OR LESS. - ""7 --,- --~ I ~--Il ~----..rT r--- ~-_.~ .. 16. Traffic Engineer: Yvonne Zie1 Traffic Consultants 17. Has a site plan been previously approved by the City Commission for this property? Yes. 18. Estimated construction costs of proposed improvements shown on this site plan: $9.0 million dollars II. SITE DATA The following information must be filled out below and must appear, where applicable, on all copies of the site plan. 1. Land Use Category shown in the Comprehensive Plan Medium Density Residential 2. Zoning District PUD (LUI:5) 3 . Area of Site 14.470 acres 630.292 sq. ft. 4. Land Use -- Acreage Breakdown a. Residential, including 11.81 acres 81.6 % of site surrounding lot area of grounds b. Recreation Areas * 1.07 7.4 % of site acres (excluding water area) c. Water Area 1.04 acres 7.2 % of site d. Commercial 0 acres 0 Sl- of site 0 e. Industrial 0 acres 0 Sl- of site 0 f. Public/Institutional 0 acres 0 % of site g. Public, Private and 0 0 Canal rights-of-way acres % of site h. Other (specify) 0.55 acres 3.8 % of site Preservation/relocation i. Other ( specify) acres Sl- of site 0 Planning and Zoning Department - Rev. 3/18/97 S :\PLANNING\SHARED\WP\FORMS\APPS\NWSP\SITEPLAN.WPD j . Total area of site 14.47 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 area ("building footprint") 3.84 acres 26.5 % of site b. Water area 1.04 7.2 % of site acres c. Other impervious areas, including paved area of public & private streets, paved area of parking lots & driveways (excluding landscaped areas), and sidewalks, patios, decks, and athletic courts. 5.0 acres 34.5 9- of site 0 68.2 9- of site 0 28 0 of site -0 d. Total impervious area 9.88 acres e. Landscaped area inside of parking lots (20 sq. ft. per interior parking space required - see Sec. 7.5-35(g) of Lar:dscape Code) . 4.04 acres f. Other landscaped areas, o o % of site acres g. Other pervious areas, including golf course, natural areas, yards, and swales, but excluding water areas 0.55 acres 3.8 % of site h. Total pervious areas 4.59 acres l. Total area of site 14.47 acres 6. Floor Area a. Residential 325,245 sq. ft. b. Corrmercial/Office 0 sq. ft. 0 c. Industrial/Warehou~c ~y.. ft. d. Recreational 4,900 ft. sq. e. Public/Institutional 0 sq. ft. f. Other ( specify) sq. ft. 31.8 % of site 100 % of site o Planning and Zoning Department - Rev. 3/18/97 S:\PLANNI NG\SHARED\WP\FORMS\APPS\NWSP\SITEPLANWPD 8. Gross Density 9.5 (overall PUDBwelling units per acre 9. Maximum heiaht of structures on site 10. Required off-street parking a. Calculation of required number of off-street parking spaces b. Residential: 2 spaces @ 192 units = 384 Recreation: Pool:1 space/30 sq.ft. of water @ 1,200 sq.ft. = 40 spaces x .25 = 10 spaces Clubhouse:1space/4 units @ 48 units (500'-800'radius) = 12 spaces 1 space/2 units @ 7 units (+800' radius) = 4 spaces Game court: 1 space/1,500 sq.ft. @ 4,700 sq.ft.= 3 spaces x .25 = 1 space Total: 408 spaces Planning and Zoning Department - Rev. 3/18/97 S:\PLANNING\SHARED\WP\FORMS\APPS\NWSP\SITEPLAN.WPD 35 2 stories feet Off-street parking spaces provided on site plan Bldg Type I 12 garages x 15 bldgs. 180 Bldg Type II 8 garages x 6 bldgs. 48 At grade spaces 180 Total: 408 spaces III. 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 Department (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. / ~~.)-rr? Date Signature 0 Owner(s) or Trustee, of ~ Authorized Principal if property is owned by a corporation or other business entity. Tara Oaks Development Company IV. AUTHORIZATION OF AGENT ~v: 3"~-Yg , Date Kilday & Associates, Inc. the above signed person as (my) (our) to this application. Signature of Authorized (I) (We) hereby designate authorized agent in regard ~-.s-9qJ Signature of Owner (s) or Trustee, dftl"tvvt- Date or Authorized Principal if property is owned by a corporation or other business entity. Tara Oaks Development Company SPACE BELOW THIS LINE FOR OFFICE USE ONLY Review Schedule: Date Received Technical Review Committee Planning & Development Board Community Appearance Board Ci ty COIlliT,isslon Date Date Date Date St~pulations or Final Approval: Other Government Agencies/Persons to be contacted: Additional Remarks: Planning and Zoning Department - Rev. 3/18/97 S:\PLANNI NG\S HARED\WP\FORMS\APPS\NWSP\SITEPLANWPD NOTICE T.. APPLICANTS FOR APPROVAL O'-T.JAND DEv~LOPMENT ORDERS OR PERMITS Please be advised that all applications for the following land development orders and permits which are submitted on or after June 1, 1990 will be subject to the City's Concurrency Management Ordinance, and cannot be approved unless public facilities (potable water, sanitary sewer, drainage, solid waste, recreation, park, and road facilities) would be available to serve the project, consistent with the levels of service which are adopted in the City's Comprehensive Plan: Building permit applications for the construction of improvements which, in and by themselves, would create demand for public facilities. Applications for site plan approval. Applications for conditional use approval. Applications for subdivision master plan approval. Applications for preliminary plat approval. Applications for final plat approval. Applications for rezoning to planned zonlng districts. Applications for revisions to any of the applications listed above, which would increase the demand for any public facility. Any other application which, in and by itself, would establish the density or intensity of use of land, or a maximum density or intensity of use of land. * Applications for development orders and permits submitted after February 1, 1990 and which generate more than 500 net vehicle trips per day, must comply with the Palm Beach County Traffic Performance Standards Ordinance, unless exempt from that ordinance. Please be advised, however, that the following applications will be exempt from the Concurrency Management Ordinance, pending final approval of this ordinance by the City Commission: Applications for the development of property which was platted on or after January 13, 1978 and either the final plat or the preliminary plat and Palm Beach County Health Department permit applications were submitted or approved prior to June 1, 1990, and the use of the property is consistent with the general use which was intended for the property at the time of platting. Applications for the development of property which was platted prior to January 13, 1978, the area of the platted lots does not exceed 2 acres, and the proposed use would not generate more than 500 net vehicle trips per day. Planning and Zoning Department - Rev. 3/18/97 S:\PLANNING\SHARED\WP\FORMS\APPS\NWSP\SITEPLAN.WPD Applications application approved and for bu~~ding permit, if a site p~dn or conditional use was submitted prior to June 1, 1990 and subsequently the site plan or conditional use has not expired. Applications for the development of property Development of Regional Impact, and which are approved DRI. within an consistent approved wi th the Applications for approval of final plats, if the preliminary plat and application for Palm Beach county Health Department permits for utilities have been submitted prior to June 1, 1990. Applications for revisions to previously approved development orders or permits, which do not increase the demand for any public facility. Please be advised that these exemption rules are subject to final approval by the City Commission. If concerning the proposed Boynton Beach Concurrency please contact the Boynton Beach Planning Department tentati ve and will be you have any questions Management Ordinance, at (561) 375-6260. Planning and Zoning Department - Rev. 3/18/97 S:\PLANNING\SHARED\WP\FORMS\APPS\NWSP\SITEPLAN.WPD RIDER TO SITE PLAN APPLICATION The undersigned as applicant for Final Site Plan Approval does hereby acknowledge, represent and agree that all plans, specifications, drawings, engineering, and other data submitted with this application for review by the City of Boynton Beach shall be reviewed by the various boards, commissions, staff personnel and other parties designated, appointed or employed by the City of Boynton Beach, and any such party reviewing the same shall rely upon the accuracy thereof, and any change in any item submitted shall be deemed material and substantial. The undersigned hereby agrees that all plans, specifications, drawings, engineering and other data which may be approved by the City of Boynton Beach, or its boards, commissions, staff or designees shall be constructed in strict compliance with the form in which they are approved, and any change to the same shall be deemed material and shall place the applicant in violation of this application and all approvals and permits which may be granted. The applicant agrees to allow the City of Boynton Beach all rights and remedies as provided for by the applicable codes and ordinances of the City of Boynton Beach to bring any violation into compliance, and the applicant shall indemnify, reimburse and save the City of Boynton Beach harmless from any cost, expense, claim, liability or any action which may arise due to their enforcement of the same. READ, ACKNOWLEDGED AND AGREED TO this 5th day of March , 19 98 ~-, I l~,<~(?tJcJ;0 Applicant L1udsey A. Walter/Kilday & Assoc. Planning and Zoning Department - Rev. 3/18/97 S:\PLANN I NG\SHARED\WP\FORMS\APPS\NWSP\SITEPLAN.WPD