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. Florida 33425
w ~ IYI!i '-tv U up M'I ZfpoiY6/- fM
SC07\ a<> ';b{:..i'h/.e.. a.fo CfO. rJJr<€/L- ~ 742,6260
'~~I'N- 0k 4- 1!:~. ^ Q.",. ~ Fax: 742,6259
,-hovJ/ ;2b?<.t cWo
SAP-;: -
tlZ.A ~{J(/)11meYldohun:
A-r~ sAd rav/~ -Ir~ C-uz-aJ!td7~
())'l 2+-.cl &-ff - ~ ,~ I ,- f'a ~ u..J ~ a.<> _
I. 0 ,- -fen-p/e SRe'{~
..-oL t2€-1~ -/z, c~jJ~~ ~ - ' r7-
RhJ,~~ ural th~ --Lvnc.hc,.., J..J f..A<J.~2"kcl
~ 0 I - y?~~ -r /
Q..f2t~Ci;'--f- t~ :), r " ~ -fv-~ co...l-rJ! ~
cU- 'f1YJlk- fz ~ .
~~