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