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