APPLICATION
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PROJECT NAME: LAKE WORTH CHRISTIAN SCHOOL
LOCATION: East side of High Ridge Rd between Gateway Blvd (to the south) and
Hypoluxo Rd. (to the north)
COMPUTER ID: Lake Worth Christian\COUS-98
PERMIT #: 98-3144
I FILE NO.: COUS 98-004 II TYPE OF APPLICATION: Condo Use I
AGENT/CONTACT PERSON: OWNER! APPLICANT:
Donald E. Bryan, A.I.A., Pres. Lake Worth Christian School
Bryan and Associates - ArchitectslPlanners, PHONE: (561) 586-8216
Inc. FAX: (561) 586-4382
PHONE: (954) 971-9880 ADDRESS: 7592 High Ridge Rd.
FAX: (954) 974-0518 Lantana, FL 33462
ADDRESS: 2300 W. Sample Road, Ste 315
Pompano Bch, FL 33073
Date of submittal/Projected meetine dates:
SUBMITTAL / RESUBMITT AL 10/1/98
1ST REVIEW COMMENTS DUE: 10/16/98
PUBLIC NOTICE: adv/maill0 days prior Out to City Atty: 11/23/98
to P&D City Clerk/Fax: 11/25/98
PublishlMail: 11/27/98
TRC MEETING: l~/B 1'18 11l1"'/~8
PROJECTED RESUBMITTAL DATE: .t 1/17/98-
ACTUAL RESUBMITTAL DATE:
2ND REVIEW COMMENTS DUE:
LAND DEVELOPMENT SIGNS POSTED
(SITE PLANS):
PLANNING & DEVELOPMENT BOARD ni8i~8 J 2j Jr:2j'18
MEETING:
CITY COMMISSION MEETING: .t2/1S/~8 J '$/CJ8
COMMENTS:
PRE-APPLICATION TRACKING LOG
PRE-APPLICATION MEETING
Contact Date: 9/15/98
Meetine Date: 9/17/98
PURPOSE OF APPLICATION:
Time: 10:00 AM
Build Elementary School
PROJECT NAME: PERMIT NO.: 98-3144
Attending Staff: Mike Rumpf, Bob Donovan, Ken Hall & Ed Yates
Attending for Applicant: Don Bryan / Bryan & Assoc. Architects
Phone: (954) 971-9880 Fax:
Name of Owner: Lake Worth Christian School
Address: 7592 High Ridge Rd.
Phone: (561) 586-8216 Fax:
Name of Applicant/Contact: Don Bryan / Bryan & Assoc. Architects
Address: 2300 W. Sample Rd. #351
Pomoano Beach, FL 33073
Project Address:
PCN:
Phone: I Fax:
Tyoe of Aoolication:
Type of Business:
Date Submittal Received:
Received:
I Date Denied:
COMMENTS:
-The Question of whether the forever cul-de-sac (Forest Court) had been abandoned.
-Eneineerine would be contacted to address excavation question.
-Ai mine for the Oct 6 deadline.
J:\SHRDATA\Development\PRE-APPLICA nON TRACKING LOG FORM.doc
PRE-APPLICATION TRACKING LOG
PRE-APPLICATION MEETING
Contact Date: 9/15/98
Meetin2 Date: 9/17/98 Time: 10:00 AM
PURPOSE OF APPLICATION: Build Elementary School
PROJECT NAME: PERMIT NO.: 98-3144
Attending Staff: Mike Rumpf, Bob Donovan, Ken Hall & Ed Yates
Attending for Applicant: Don Bryan / Bryan & Assoc. Architects
Phone: (954) 971-9880 Fax:
Name of Owner: Lake Worth Christian School
Address: 7592 High Ridge Rd.
Phone: (561) 586-8216 Fax:
Name of Applicant/Contact: Don Bryan / Bryan & Assoc. Architects
Address: 2300 W. Sample Rd. #351
Pompano Beach, FL 33073
Project Address:
PCN: -,
Phone: I Fax:
Tvpe of Application:
Type of Business:
Date Submittal Received:
Received:
I Date Denied:
COMlVIENTS:
'-'
J:\SHRDA T A\Development\PRE-APPLICA TION TRACKING LOG FORM.doc
PRE-APPLICATION TRACKING LOG
PRE-APPLICATION MEETING
Date: 7/8/98
Time: 9:00 AM
PURPOSE OF APPLICATION: Move fill to 5 7'2 acres
PROJECT NAME: Lake Worth Christian School- Recreation Facility Sight
Clearin , Gradin & Tern orar Placement of Fill.
Attending Staff: Mike Rumpf, Bob Donovan, Ken Hall & Ed Yates
Attending for Applicant: Don Bryan / Bryan & Assoc. Architects
Phone: 954 971-9880
Name of Owner:
Address:
Phone:
Fax:
Name of Applicant/Contact: Don Bryan / Bryan & Assoc. Architects
Address: 2300 W. Sample Rd. #351
Pompano Beach, FL 33073
Phone: (954) 971-9880 Fax: (954) 974-0518
Project Address: 7592 High Ridge Rd. - Lake Worth Christian School
Phone: 561) 586-8216
T e of A lication:
Type of Business:
Fax:
Date Submittal Received:
Date Acce ted:
Date Denied:
COMMENTS:
No plan / application submitted.
- Determine status of abandonment of right of way and obligations.
- Conditional use vs. maior site plan modification?
Was previously told Major site plan modification but knowing it is a conditional
use in R 1 AA, it should be continued.
J:\SHRDATA\Development\PRE-APPLICATION TRACKING LOG FORM,doc
PRE-APPLICATION TRACKING LOG
PRE-APPLICATION MEETING
Date: 7/8/98
Time: 9:00 AM
PURPOSE OF APPLICATION: Move fill to 5 ~ acres
PROJECT NAME: Lake Worth Christian School- Recreation Facility Sight
Clearin , Gradin & Tern ora Placement of Fill.
Attending Staff: Mike Rumpf, Bob Donovan, Ken Hall & Ed Yates
Attending for Applicant: Don Bryan / Bryan & Assoc. Architects
Phone: 954 971-9880
Name of Owner:
Address:
Phone:
Fax:
Name of Applicant/Contact: Don Bryan / Bryan & Assoc. Architects
Address: 2300 W. Sample Rd. #351
Pompano Beach, FL 33073
Phone: (954) 971-9880 Fax: (954) 974-0518
Project Address: 7592 High Ridge Rd. - Lake Worth Christian School
Fax:
Date Submittal Received:
Date Acce ted:
Date Denied:
COMl\'IENTS:
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]:\SHRDA T A \Development\PRE-APPLlCA TION TRACKING LOG FORM.doc
APPLICATION ACCEPT~~E DAT~.' ~~~9 R
RECEIVED BY STAFF MEMBER:
FEE PAID: 1<)'00 . 06
RECE:LPT NUMBER:. / / l) :L 9
CITY OF BOYNTON BEACH, FLORIDA
PLANNING & ZONING BOARD
CONDITIONAL USE APPLICATION
NOTE: This form must be filled out completely and accurately and
must accompany all applications submitted to the Planning
Department. (2 copies of application required)
L.. ~ G \NOR., ~ C\-\~\"=l' 4 t-J "Sc..~ OCL-
PROJECT NAME: Me \N E LE Me: NT A l' ~ C;;c\-\co L. 'Bu \ L~ I N Got
'Do.....&..o e . B~'(4N, A.;.~. I PRoSS. /
AGENT'S NAME: &1t.~"N" ~~CGI"Te5 -A.~c.i-\\Tec:::r.s PL.LNNeR.~, INC..
I
ADDRESS: "2:~oo 'N. '54.MPLe RC>6.0 - ~I.('TE: -::s J S
Po ro~~NO BeAC.~l F-l.~. ~~o., 3
(z~R code)
PHONE: (q~40}""\-'\ eeo FAX: (ql5l.t)~lL+- 051 e
L..\c e WOR. .l N ~c.
PHONE:
~5 G o~C
L~NT"N ~ I r-L~. ~~4 b '"2..
(z i"p code)
(Sc. \) 156'-- Sc.'" FAX: (5"') ~caG - ..:q.~e'2.
OWNER'S NAME:
(or trustee)
ADDRESS:
PROJECT
LOCATION: ~ ~IPB of HIe;. K e I D'S R.o~D ~aTk>eeN
(not legal description) G4TEi\.V'"'-,"\ i!tl..\Jo .,.o,.....s '6oUT~ 1 H'(POL.4XO ~P.
(T~ ,,-\s No~"'~ ·
CORRESPONDENCE ADDRESS:*
(if different than
agent or owner)
N/A
* This is the only address to which all agendas, letters and
other materials will be forwarded.
2
Fee
File No.
CONDITIONAL USE APPLICATION
Date submitted: Ol:J"'o~~Q.. \ \ \'\'\8
Applicant Name: L~~E Wo't. T l-\ c.\1 ~I<&TI A.. /'J ~c..H 0:::> L.
E:.o'1 t4TO N
Applicant Address: 'Be~c...\-l.
LA.NTb..NAJ FL.~.
PHONE: CS(Q\)Seb-S'Z"~
site Address: 'lSCfc.. \-l.1G..H 12.JDG.f:
~ ~ \.1- b '2..
C~I~ . ('zip code) ,
?ax: €tQ -4~e"2..
t<b,D '\ ~'1NTON BBAc..-H
"
TIE SOlmIIjIV (5.112) a: 'TlE tom! WLF (N .1/2) a: 'TlE Nt! 1/4 a: 'TlE
.' ~ 114 a:'SEcnoo 9, TCWGHlP 45 simt, Il.AIE 43 EAsT, EXCEPTING llERE
. FRC:M ilE RIa<< a: HAY a:~ 5EAOOAAD AIR RAILWAY, AND PlS) EXCEPTING
. fRQ1 'TlE \EsT WLF a: TH: FalEOOING PRE/'lI SES ,'TlE SOlmI TEN FEET
nEREa",.s CXWEYED I!'l J:EED'Dx;K W, PAGE 23, a: 'TlE Puri.lc RECOUlS
a: PiIl.M llEAOl CcurTY! fLCRIM. LEss 'TlE \EST 15.00 FEET llEREa:.
Legal Description:
CaiTAlNING 9.~ N:1lE.S 11llE..<R LESS...
Project Description: \"E ~N'5T~LJc..TION OF A NEW oN E: STo]2.'1
10 I P,OO SQ. 1"T. CA. Pi'''''~:) . E: 1-8. Me 1'1' " JZ, '\ Sc.. HCO I- '&... 1 1.1> I N ~
t.lJ D 'R. G LA T 1: D ~ \ T Eo MO 0 I 'PI C A -r 1 0 N S ·
~f!c~
s~gnatur~ OWNER
DoN....I..D E. Bi:.'ftl.N, A..I.A./1>I'ES.
~1t,( ~N 4 ~~.c::x:..1 A..jl:i~ - ~R.(,.~fT~ I>. H'
1 ....... Nl
The OWNER has hereby j
designated the above
signed person to act as
his agent in regard to
this petition. (To be
executed when Owner
designates another to act
on his behalf.)
10
IV. 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
2 .
Zoning District ~ \- A A A..
Area of Site (1. Gf 5 q e
3.
acres .1'~~, Sq.~ sq. ft.
4. Land Use -- Acreage Breakdown
a. Residential, including ~ acres lQ % of site
surrounding lot area or
grounds
b. Recreation Areas *
(excluding water area) 'tQ acres ~ % of site
c. Water Area ~ acres ~ % of site
d. Commercial ~ acres ~ % of site
e. Industrial ~ acres ~ % of site
f. Public/Institutional ~ acres ~ % of site
g. Public, Private, and 0( ~
Canal Rights-of-Way acres % of site
h. Othe'r ( specify) <:1 "C\S'\ PJ acres 100 % of site
P1t\\J ~T6 CSc..\..\OOl... - ~ tz.'-O ~ K. "ntR~ \'2.
i. Other (specify) ~ acres \( % of site
j.
Total area of Site
<LG! SQB
acres
100
% of site
* Including open space suitable for outdoor recreation, and
having a minimum dimension of 50 ft. by 50 ft.
11
5. Surface Cover
a. Ground Floor Building 4f> ,3<0 9 sq. ft. 10. 7 % of site
Area ("building footprint")
b.
Water Area
~
~
,
% of site
sq. ft.
c. Other Impervious Areas, including
paved area of public & private
streets, pave area of parking lots
& driveways (excluding landscaped areas)
and sidewalks, patios, decks, and
athletic courts. locI-gOO sq. ft. '2S."3 % of site
,
d.
e.
f.
Total Impervious Area J 5 G J I 69
sq. ft. -a6.0 % of site
Landscaped Area Inside of ~ . ~,
Parking Lots (20 s1{... ft. \!,"ioc "p"'Ge~ ,'^ '2.0 :. "2,'00 41Cliq p)
per interior parking space
required--see Sec. 7.5-35(g)
of Landscape Code 5, "2.00
sq. ft.
1.'2.
% of site
Other Landscaped Areas,
excluding Water Area eo.q,O
sq. ft. IS.r; % of site
g. Other Pervious Areas,
including Golf Courses, AT~LaT1G fl..A'1 PI SI.&:>"",
Natural Areas, Yards, and
Swales, but excluding
Water Areas 19'2.,010 sq. ft. +4.~ % of site
h. Total Pervious Areas "'211, "80 sq. ft. "4.0 % of site
i. Total Area of Site ~33, 8L1-L sq. ft. 100 % of site
6. Floor Area
Residential
lQ
~
~
~
sq. ft.
sq. ft.
sq. ft.
sq. ft.
a.
b.
Commercial/Office
c.
Industrial/Warehouse
d.
Recreational
e.
Publici
Institutional
sq. ft.
sq. ft.
~
4B .6G>9
f.
Other (specify)
f'&\V~T Ii -s,"\o\ 00 L.
c:. ,....0 at. K - I Z.
g.
Other (specify)
~
sq. ft.
12
h. Total Floor Aea ~e I e ~ 9 sq. ft.
7. Number of Residential Dwelling Units
a. Single-Family Detached ~ dwelling units
b. Duplex ~ 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 ~ dwelling units
.
e.
Total Number of Dwelling Units
8.
Gross Density
NIl)...
.
Dwelling Units per Acre
feet 'l.
r.4.1i: T I .. L.
stories ~
G,iM
9.
Maximum Height of Structures on Site '26
10. Required Off-Street Parking
a. Calculation of Required b.
Number of Off-Street
Parking Spaces
~a.~l.lol"'e:l> v
EXI?T I N Go. - pall. 1)BVIi,,"of e It : 15
"Gtl\e aM B""1''' ~4.-r ISD :UN. lC\e1
\U! C!lLUIl.~D ~
"& !c,&.4Ult.M ~ E> GI.....eP1l5 _
NBW t+ 1/." APMINI6TlLArlve - 20
-P,.,c.E - e
'01' '-'- ~t>> ,c.~ i:.E!~U 1R..sa.O '" 9 5
~
"
Off-Street Parking Spaces
Provided on Site Plan
III ,c.l~rIN~ ",?Ac:..S'.s
f1l0V' t) e-O - 103
N Ei'N 'SOP to. c. ES
rRDU\ D e: D
-=- "?-7
\oT6.1.. 'Sp'Ge~
1'''0\.1 'DS () '& 1"30
13
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, specificat:;ions,
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.
n.-, ~ ~
READ, ACKNOWLEDGED AND AGREED TO this Co" day of ~ ef'TE ME>E R
, 19QCC.
~--'2 ~.
Applicant
~
Witn~
Wi tf s s
,
15
A F F I D A V I T
STATE OF FLORIDA
ss.
COUNTY OF PALM BEACH
BEFORE ME THIS DAY PERSONALLY APPEARED Dot-Jb. l."D 1=. BR'1" .b.N
, WHO BEING DULY SWORN,
DEPOSES AND SAYS:
That the accompanying Property Owners List is, to the best of
his knowledge, a complete and accurate list of all property
owners, mailing addresses and legal descriptions as recorded
in the latest official tax rolls in the County Courthouse for
all property with Four Hundred (400) feet of the below
described parcel of land.
The property in question is legally described as follows:
SEE ATTACHED EXHIBIT "A"
FURTHER AFFIANT SAYETH NOT.
'7 (Sign
~
/ day of
.
Sworn to and subscribed before me this
~ j
~p
~-
, .~
Nota P ~c
Stat Florida at Large
A.D. ,
19~F.
~
lEE! JAMroS
My Commillsion QI"5'1976Ej
Expires Jul. 11 ,J
:::s
My Commission Expires:
MICHAEL B. SCHORAH & ASSOCIATES, INC.
ENGINEERS · PLANNERS · DEVELOPMENT CONSULTANTS
SUITE 206
1850 FOREST H!LL BLVD,
WEST PALM BEACH. FL 33406
FAX (561) 642.9726
TELEPHONE (561) 968.0080
DRAINAGE STATEMENT
FOR
LAKE WORTH CHRISTIAN SCHOOL
I hereby certify that the design of the drainage system will conform with all the applicable
rules, regulations and codes including, but not limited to, Chapter 6, Article IV, Section 5
of the City of Boynton Beach Land Development Regulations adopted April 4, 1995.
I confirm that the proposed site development meets the conditions, set by South Florida
Water Management (S.F.W.M.D.), for a No Notice General Environmental Resource
Permit. Furthermore, in my opinion, the routing of excess runoff into the playing field area
for percolation will meet or exceed the volume of runoff generated, by this project, based
on the nature of the subsoils and the depth to the water table.
~lJItNJr~
Michael B. Schorah, P.E.
President
CIVIL' STRUCTURAL. DRAINAGE. HIGHWAYS. WATER & SEWER. SURVEY
TRAfFIC IWPACT STUDY
LAKE WORTH CHRISTIAN SCHOOL
7592 HIGH RIDGE ROAD
BOYNTON BEACH, FLORIDA
Date:
February 2.... 1998
Rev. November 23. 1998
Prepared By:
GERALD B. CHURCH, P .E.
CONSULTING CIVIL ENGINEEER
2575 S. OCEAN BOULEVARD
SUITE 310
HIGHLAND BEACH. FLORIDA 33487
Phone/Fax - (561) 278-7"'01
4~~~d P .~ci?
// /23/<78
PJl9JECT DESCR I PT IQJi
The Lake Worth Christian School is a private school located
at 7592 High Ridge Road, in the City of Boynton Beach; see
LOCATION MAP, Figure 1. It is 0.6 mile south of Hypoluxo Road
and 0.9 mile north of Gateway Boulevard.
The site is a 9.96 acre tract. Presently there is:
An existing High School, grades 9 through 12 with an
enrollment of 170 students; total building area, 13,192
square feet.
An existing Middle School, grades 6 through 8 with an
enrollment of 130 students; total building area, 6,500
square feet.
An existing Gym, total building area, 15,160 square
feet.
An existing recreation field, occupying, approximately
the east half of the site.
The Lake Worth Christian School plans to relocate its
existing elementary school in Lake Worth to the site on High
Ridge Road. A total of six classrooms will be constructed for
135 elementary school children, frpm Pre-Kindergarden through
grade five. Also included are administrative offices and a
library; see SITE PLAN, Figure 2.
The buildout date for the proposed elementary school 1S
September 1999.
The school uses one bus daily to transport 20 students to and
from school, for which a reduction will made for the net trip
generation.
S,COPE OF STUDY
According to the City of Boynton Beach Zoning map, the
property is zoned Residential, RIAA. A special exception was
approved for the existing facilities, however the expansion
of the school require a Modification of the Site Plan, for
which this Traffic Study has been prepared.
The Traffic Study has been performed in accordance with the
standards and criteria as set forth in the Palm Beach County
Unified Land Development Code, Article 15, Traffic
Performance Standards.
The scope of the study 15 to:
i )
Determine the volume of traffic expected to be added to
the thoroughfare system by the proposed elementary
school for 135 students.
ii)
Assign project trips to the adjacent roadways. Determine
the impact of the additional traffic on the capacity of
the roadways in the area of the project, for both
average daily traffic and P.M. peak hour traffic of the
Adjacent street.
iii) Analyze the peak hour turning movements and driveway
operating conditions for the total school traffic to
determine the need for site related improvements.
The 1997-1998 Year Traffic Volume Counts were used, as
prepared for the West Palm Beach Urban study Area.
TRAFFIC GENERATION
Trip generation for the site was obtained from Palm Beach
County Traffic Division. Their approved daily trip rate for
private schools is 3.38 trips per student. For an incremental
increase of 135 students, less 20 student who use the school
bus, the total trips generated was calculated as follows:
115 student @ 3.38 trips/student = 389 tpd.
Peak hour rates were taken from the ITE report for Land Use
Code 521 (Private School, K-12). For the incremental increase
of 115 students, the total trips generated was calculated as
follows:
A.M.: 0.93 trips/student x 115 students = 107 trips.
P.M.: 0.13 trips/student x 115 students = 15 trips.
EXISTING ROADWAYS AND OPERATING CONDITIONS
As noted the Lake Worth Christian School is located on High
Ridge Road, between Hypoluxo Road and Gateway Boulevard. High
Ridge Road is mainly a two lane roadway, with the exception
of the southerly portion which is a four lane, divided
roadway for approximately 1/4 mile from Gateway Boulevard. It
is functionally classified as a Collector Road and it is
listed as a link on the Thoroughfare Plan.
Presently access to the school is via two driveways, located
at the north and south side of the property. There is a
connecting circular driveway at the front of the school;
refer to SITE PLAN, Figure 2, which shows proposed traffic
pattern.
The 1997-1998 Traffic Count Volume for High Ridge Road was
4,319 ADT.
THE EXISTING THOROUGHFARE LINKS & OPERATING CONDITIONS are
shown on Figure 3.
G. .. CHURCH,. P.Eo
CONSULTING ENGINEER
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BOYNTON BEACH
LOCATION MAP
TRAfFIC I-..PACT STUDY
LAKE WORTH CHRISTIAN SCHOOL
BOYNTON BEACH. FLORIDA
DATE: 2/2./88
FIG. NO. 1
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rmt'-'r'~-J-' ~._, ::'~:.. 1;1
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, ~~!~ i~L~ l~~ ll~u,u" u ~:,(~~~~;~:~~~/ ~i:,
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: I ~ ~ l U~! ~ 1I : Id
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:1" ~~ h~-rJ T~ u(JC~Oon~~u~
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, ~ L~ \ ',;:>. " " u___~
u~1~:::-,~:Ju j ~ccnL j .Uu um
, , - - - - - - - - - - - - - - - - - - - - - -... - - - :c:nrOa!l~l~t,!
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SITE PLAN
G. B. CHURCH. P.E.
CONSULTING ENGINEER
TRAFFIC It.4PACT STUDY
LAKE WORTH CHRISTIAN SCHOOL
BOYNTON BEACH, FLORIDA
DATE: 2/24/88
FIG. NO. 2
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1997-1996 AOT 4,319
.tL-D
1/4 W. .tL-D
BOYNTON BEACH
EXISTING THOROUGHFARE LINKS
&
EXISTING OPERATING CONDITIONS
G. B. CHURCH, P.L
CONSULnNG ENGINEER
TRAFFIC IWPACT STUDY
LAKE WORTH CHRISTIAN SCHOOL
BOYNTON BEACH. FLORIDA
DATE: 2/24/88
F1G. NO. 3
RADIUS OF INFLUENCE
The Traffic Performance standards establishes the project's
Radius of Influence based upon the net trip generation of the
project. The Radius of Influence, for a trip generation
volume of 389 ADT is 0.5 mile. The only thoroughfare link
affected is High Ridge Road.
TRAFFIC DISTRIBUTION AND TRAFFIC ASSIGNMENT
The trip distribution has been based upon the locations where
students reside. According to school records 66.7% are from
the north, 33.3% are from the south.
P.M.
PEAK HOUR
ADT
A.M.
PEAK HOUR
NORTH 66.7%
=
259 VT
71 VT
10 VT
SOUTH 33.3%
=
130 VT
36 VT
5 VT
The PROJECT TRIP DISTRIBUTION and PROJECT TRAFFIC VOLUMES are
"
shown on Figure 4.
BACKGROUND TRAFFIC
Project background traffic is based on an analysis of annual
average traffic growth, to year end 1999, the buildout date,
plus committed development traffic from Major Projects.
The analysis of average annual traffic growth was obtained
from the Compound Growth Rate Program, Year 1997-98. The
compound growth rate for High Ridge Road is 8.86%.
The calculated ADT compounded traffic volume increase for a
eighteen month period, to year end 1999, for High Ridge Road
is 600 Trips.
The calculated PM Peak Hour traffic volume is: 0.093 x 4,319
= 402 Trips.
The calculated PM Peak Hour compounded traffic volume
increase for a one year period, to year end 1998, for High
Ridge Road is 56 Trips.
MAJOR PROJECTS
The Palm Beach County Major Projects Map for 1997 identified
several major projects in the area. However, due to the short
buildout period, these projects would not produce 10% of
trips for the Level of Service "D" for the roadway studied.
20.0%
298
N
66.7%
259
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33.3%
130
s
= PERCENT OF PROJECT TRAFFIC
= PROJECT TRAFFIC VOLUWE
PROJECT TRIP DISTRIBUTION
& PROJECT TRAFFIC VOLUMES
G. B. CHURCH. P.L
CONSULnNG ENGINEER
TRAFFIC IWPACT STUDY
LAKE WORTH CHRISTIAN SCHOOL
BOYNTON BEACH, FLORIDA
DATE: 2/24/0
FIG. NO. 4
N LEGEND
66.7" PROJECT TRAffIC 2:5.
BACKGROUND TRAffIC 600
259 EXISTING TRAfFIC <1.311
TOTAL TRAFFIC 5178
c LOS -0- TRAFFIC
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SITE
33.3"
130
S
TRAFFIC ASSIGNMENT FOR ADT
G. B. CHURCH. P .[.
CONSULTING ~ER
TRAFrlC It.iPACT STUDY
LAKE WORTH CHRISTIAN SCHOOL
BOYNTON BEACH. FLORIDA
DATE: 2/2<1/M
FIG. NO. 5
PEAK HOUR TURNING MOVEMENTS
For the total school enrollment of 435 students, less 20
students who use the bus, the total trips generated for 415
students was calculated as follows:
A.M.: 0.93 trips/student x 415 students = 386 trips.
P.M.: 0.13 trips/student x 415 students = 54 trips.
The peak hour IN and OUT splits, for the total
enrollment of 485 students were calculated as
A.M. IN: 63%, = .63 x 386 = 243 trips.
A.M. OUT: 37%r = .37 x 451 = 143 trips.
P.M. IN: 33%, = .33 x 54 = 18 trips.
P.M. OUT: 67% = .67 x 54 = 36 trips.
school
follows:
The total AM Peak Hour left turn movements to the school
were calculated as follows:
From the North, 0.67 x 243 = 163 trips.
The total AM Peak Hour right turn movements to the school
were calculate as follows:
From the South, 0.33 x 243 = 80 trips.
It may be noted that the PM turning movements are
substantially less than the AM turning movements, and thus
only the AM turning movements have been analyzed.
THE AM PEAK HOUR TURNING MOVEMENTS are shown on Figure
5, for one way entering and exiting driveways.
TRAFFIC PERFORMANCE STANDARDS - TEST 1
This test requlres that the project not add traffic on any
road link, within the radius of development influence, which
would cause the total traffic to exceed capacity of the
adopted threshold volumes at Level of Service "D".
The total average daily traffic volumes, existing traffic,
(4,319) plus project traffic, (259), plus background
traffic, (600) for the roadway link are shown on Figure 5,
TRAFFIC ASSIGNMENT FOR ADT.
The total ADT computed for buildout by year end 1999, shows
that High Ridge Road is operating above the Threshold LOS D
standard. Therefore this phase meets the criteria
established for Test 1.
~_EAK HOUR TRAFF I C STANDARD
This test requires that the project not add traffic on any
road link, within the radius of development influence, which
would cause the P.M. Peak Hour traffic volume to exceed the
capacity of the adopted threshold volumes at Level of
Service "D".
The PM Traffic Peak Hour trip generation was calculated as
follows:
ADT X 0.093 = 4,319 x 0.093 = 402 Trips.
The P.M. Peak Hour Project Traffic for the adjacent street
was 15 Trips.
The calculated growth rate traffic was 17 trips.
These trips were assigned to the thoroughfare network as was
done for the average daily traffic. The total trips for P.M.
Peak Hour and the roadway capacity for the link, are shown on
Figure 6, TRAFFIC ASSIGNMENT FOR P.M. PEAK HOUR.
The total P.M. Peak Hour traffic volumes, computed for
buildout by year end 1998, shows that High Ridge Road is
operating above the Threshold LOS D Standard. Therefore this
phase meets the criteria established for Test 1.
DRIYEWAY OPERATING CONDITIONS
The turning movemeIlt at the driveway have to be based upon
the total school traffic. For the total school enrollment of
435 students, less 20 students who use the bus, the total
trips generated for 415 students was calculated as follows:
415 Students @ 3.38 trips/student = 1,403 tpd.
According to the Palm Beach County "Guide To Parking Lot and
Street Access Design Criteria And Standards", the driveway
volunw for 1,403 average daily traffic, is classified as
Intermediate. The minimum distance from the street right of
way at any driveway to any interior service drive or parking
space shall be 50 feet. Both existing driveway meet this
criteria.
B t)l~~B-X
For the A.M. Peak Hour Turning Movements a left turn ingress
lane is required since the turning movements exceed 30 in the
peak hour, and a right turn ingress lane is required since
the turning movements exceed 75 in the peak hour.
~he existing Right-of-Way for High Ridge Road fronting the
school property is 50'. As such it is not possible to
construct the required improvements. In order to reduce the
number of conflicting traffic movements during the A.M. Peak
Hour, the access driveways have been revised. The south
driveway will restricted for ENTRY ONLY. The north driveway
will be restricted for EXIT ONLY, and during the beginning
school hour and the departure school hour, this driveway will
be restricted for exiting RIGHT TURN ONLY. A traffic monitor
will be placed at these driveway to ensure proper traffic
flow. This revised traffic pattern will substantially
reduce the number of conflicting turns at the school. The
A.M. PEAK HOUR TURNING MOVEMENTS FOR ONE WAY DRIVEWAYS &
RESTRICTED TURNS have been shown on Figure 7.
The total ADT, on High Ridge Road, to year end 1999 is 5,172
which is low, and therefore only minimal traffic delays are
expected with respect to the turning movements at the
driveways.
N LEGEND N
66.7" PROJECT TRAFTIC 10
10 BACKGROUND TRAfFIC 17
EXISTING TRAfnC <102
0 TOTAL TRAFFIC <128
~ LOS -0- TRAfTIC 1,330
0
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SITE
33.3"
5
S
TRAFFIC ASSIGNMENT FOR P.M. PEAK HOUR
OF ADJACENT STREET
O. I. CHURCH. P .E.
CONSULTING ENGINEER
TRAFrlC It.iPACT STUDY
LAKE WORTH CHRISTIAN SCHOOL
BOYNTON BEACH, FLORIDA
DATE: 2/24/18
nG. NO. 6
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NORTH DRIVEWAY
ONE WAY OUT ONLY
1 n_ WITH RESTRICTED RIGHT TURN ONLY
.....- DURING PEAK HOURS
SITE
183 . SOUTH DRIVEWAY
80--' ONE WAY IN ONLY
s
t<<rrE
TOTAL A.... PEAK HOUR TRAFFIC - 386 TRIPS
A.M. PEAK HOUR TURNING MOVEMENTS
FOR ONE WAY DRIVEWAYS & RESTRICTED TURNS
G. 8. CHURCH. P.Eo
CONSULTING ENGlN[[R
TRAFFIC I..PACT STUDY
LAKE WORTH CHRISTIAN SCHOOL
BOYNTON BEACH. FLORIDA
FIG. NO. 7
--= It
./
TRAffiC IMPACT STUDY
LAKE WORTH CHRISTIAN SCHOOL
7592 HIGH RIDGE ROAD
BOYNTON BEACH, FLORIDA
Date:
February 24, 1998
Prepared By:
GERALD B. CHURCH, P.E.
CONSULTING CIVIL ENGINEEER
2575 S. OCEAN BOULEVARD
SUITE 310
HIGHLAND BEACH, FLORIDA 33487
Phone/Fax - (561) 278-7401. A. (..,C ~ .
.~~
2/.Z#rd
PROJECT DESCRIPTION
The Lake Worth Christian School is a private school located
at 7592 High Ridge Road, in the City of Boynton Beach; see
LOCATION MAP, Figure 1. It is 0.6 mile south of Hypoluxo Road
and 0.9 mile north of Gateway Boulevard.
THe ~ite is a 9.96 acre tract. Presently there is:
An existing High School, grades 9 through 12 with an
enrollment of 170 students; total building area, 13,192
square feet.
An existing Middle School, grades 6 through 8 with an
enrollment of 130 students; total building area, 6,500
square feet.
1 An existing Gym, total building area, 15,160 square
feet.
An existing recreation field, occupying, approximately
the east half of the site.
The Lake Worth Christian School plans to relocate its
existing elementary school in Lake Worth to the site on High
Ridge Roac. A total of six classroom will be constructed for
135 elementary school children, from Pre-Kindergarden through
grade five. Also included are administrative offices and a
library; see SITE PLAN, FIGURE 2.
The bui:dout date for the proposed elementary school is
September 1998.
The s~hool uses one bus daily to transport 20 students to and
from school, for which a reduction will made for the net trip
generation.
SCOPE OF STUDY
According to the City of Boynton Beach Zoning map, the
property is zoned Residential, RIAA. A special exception was
approved for the existing facilities, however the expansion
of the school require a Modification of the Site Plan, for
which this Traffic Study has been prepared.
The Traffic Study has been performed in accordance with the
standards and criteria as set forth in the Palm Beach County
Unified Land Development Code, Article IS, Traffic
Performance Standards.
The scope of the study is to:
i) Determine the volume of traffic expected to be added to
the thoroughfare system by the proposed elementary
school for 135 students.
ii) Assign project trips to the adjacent roadways. Determine
....;:: a-
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G. B. CHURCH. P.E.
CONSULTING ENGINEER
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BOYNTON BEACH
LOCATION MAP
TRAFFIC IMPACT STUDY
LAKE WORTH CHRISTIAN SCHOOL
BOYNTON BEACH, FLORIDA
DATE: 2/2l;/98
FIG. NO. 1
-= It
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---,,--- ~, ~ll,! ,-= Iii, ;
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I ,-::;:: .,1l3 i= i I ',~:, , :
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i \, 0 ~ : Lhnw_____u._:
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.. - -- -- - -- - - :avo~ _ _ !I..:;<:lI~~~~
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SITE PLAN
G. If. CHURCH. P.E.
CONSULTING ENGINEER
TRAFFIC It.iPACT STUDY
LAKE WORTH CHRISTIAN SCHOOL
BOYNTON BEACH, FLORIDA
DATE: 2/2~/98
"
FIG. NO. 2 ~ .
the impact of the additional traffic on the capacity of
the roadways in the area of the project, for both
average daily traffic and P.M. peak hour traffic of the
Adjacent street.
iii) Analyze the peak hour turning movements and driveway
operating conditions for the total school traffic to
~ · determine the need for site related improvements.
The 1997 Year Traffic Volume Counts were used, as prepared
for the West Palm Beach Urban study Area.
TRAFFIC GENERATION
f
-'~.:
Trip generation for the site was obtained from Palm Beach
County Traffic Division. Their approved daily trip rate for
private schools is 3.38 trips per student. For an incremental
increase of 135 students, less 20 student who use the school
bus, the total trips generated was calculated as follows:
115 student @ 3.38 trips/student = 389 tpd.
Peak hour rates were taken from the ITE report for Land Use
Code 521 (Private School, K-12). For the incremental increase
of 115 students, the total trips generated was calculated as
follows:
A.M.: 0.93 trips/student x 115 students = 107 trips.
P.M.: 0.13 trips/student x 115 students = 15 trips.
EXISTING ROADWAYS AND OPERATING CONDITIONS
As noted the Lake Wo~th Christian School is located on High
Ridge Road, between Hypoluxo Road and Gateway Boulevard. High
Ridge Road is mainly a two lane roadway, with the exception
of the southerly portion which is a four lane, divided
roadway for approximately 1/4 mile from Gateway Boulevard. It
is functionally classified as a Collector Road and it is
listed as a link on the Thoroughfare Plan.
Access to the school is via two driveways, with the northerly
driveway to serve the existing Middle School and High School.
The southerly driveway will be solely for the proposed
Elementary School; refer to SITE PLAN, Figure 2; which shows
proposed traffic pattern.
The 1997 Traffic Count Volume for High Ridge Road is 3,955
ADT.
THE EXISTING THOROUGHFARE LINKS & OPERATING CONDITIONS are
shown on Figure 3.
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1997 ADT 3,955
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GA 'AY BOULEY D <IL-D
1/<1 WI <IL-D
BOYNTON BEACH
EXISTING THOROUGHFARE LINKS
&
EXISTING OPERATING CONDITIONS
G. B. CHURCH. P.L
CONSULnNG ENGINEER
TRAFFIC It.iPACT STUDY
LAKE WORTH CHRISTIAN SCHOOL
BOYNTON BEACH, FLORIDA
DATE: 2/24/98
FIG. NO. 3
RADIUS OF INFLUENCE
The Traffic Performance Standards establishes the project's
Radius of Influence based upon the net trip generation of the
project. The Radius of Influence, for a trip generation
volume of 389 ADT is 0.5 mile. The only thoroughfare link
affected is High Ridge Road.
-= It
TRAFFIC DISTRIBUTION AND TRAFFIC ASSIGNMENT
The trip distribution has been based upon the locations where
students reside. According to school records 66.7% are from
the north, 33.3% are from the south.
f
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A.M.
PEAK HOUR
P.M.
PEAK HOUR
ADT
NORTH 66.7%
=
259 VT
71 VT
10 VT
SOUTH 33.3%
=
130 VT
36 VT
5 VT
The PROJECT TRIP DISTRIBUTION and PROJECT TRAFFIC VOLUMES are
shown on Figure 4.
BACKGROUND TRAFFIC
Project background traffic is based on an analysis of annual
average traffic growth, to year end 1998, the buildout date,
plus committed development traffic from Major Projects.
The analysis of average a~nual traffic growth was obtained
from the Compound Growth Rate Program, Year 1997. The
compound growth rate for High Ridge Road is 4.81%.
The calculated ADT compounded traffic volume increase for a
one year period, to year end 1998, for High Ridge Road is 193
Trips.
The calculated PM Peak Hour traffic volume is: 0.093 x 3,955
= 368 Trips.
The calculated PM Peak Hour compounded traffic volume
increase for a one year period, to year end 1998, for High
Ridge Road is 18 Trips.
MAJOR PROJECTS
The Palm Beach County Major Projects Map for 1997 identified
several major projects in the area. However, due to the short
buildout period, these projects would not produce 10% of
trips for the Level of Service "D" for the roadway studied.
-= It-
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66.7%
259
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SITE
33.3%
130
s
20.0%
298
= PERCENT OF PROJECT TRAFFIC
= PROJECT TRAFFIC VOLUt.iE
PROJECT TRIP DISTRIBUTION
&: PROJECT TRAFFIC VOLUMES
G. 8. CHURCH. P.L
CONSULTING ENGINEER
TRAFFIC IMPACT STUDY
LAKE WORTH CHRISTIAN SCHOOL
BOYNTON BEACH, FLORIDA
DATE: 2/24/98
FIG. NO."
PEAK HOUR TURNING MOVEMENTS
For the total school enrollment of 435 students, less 20
students who use the bus, the total trips generated for 415
students was calculated as follows:
A.M.: 0.93 trips/student x 415 students = 386 trips.
P.M.: 0.13 trips/student x 415 students = 54 trips.
-= a
The peak hour IN and OUT splits, for the total school
enrollment of 485 students were calculated as follows:
A.M. IN: 63%, = .63 x 386 = 243 trips.
A.M. OUT: 37%, = .37 x 451 = 143 trips.
P.M. IN: 33%, = .33 x 54 = 18 trips.
P.M. OUT: 67% = .67 x 54 = 36 trips.
/
The total AM Peak Hour left turn movements to the school
were calculated as follows:
From the North, 0.67 x 243 = 163 trips.
The total AM Peak Hour right turn movements to the school
were calculate as follows:
From the South, 0.33 x 243 = 80 trips.
A left turn ingress lane is required since the turning
movements exceed 30 in the peak hour, and a right turn
ingress lane is required since the turning movements exceed
75 in the peak hour.
It may be noted that the PM turning movements are
substantially less than the AM turning movement, _and thus
only the AM turning movements have been analyzed.
THE AM PEAK HOUR TURNING MOVEMENTS are shown on Figure
5, which also shows the turning movements at each driveway.
TRAFFIC PERFORMANCE STANDARDS - TEST 1
This test requires that the project not add traffic on any
road link, within the radius of development influence, which
would cause the total traffic to exceed capacity of the
adopted threshold volumes at Level of Service "D".
The total average daily traffic volumes, existing traffic,
(3,955) plus project traffic, (259), plus background
traffic, (193) for the roadway link are shown on Figure 6,
TRAFFIC ASSIGNMENT FOR ADT.
The total ADT computed for buildout by year end 1998, shows
that High Ridge Road is operating above the Threshold LOS D
Standard. Therefore this phase meets the criteria
established for Test 1.
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NORTH DRIVEWAY
~
32 --<lII MIDDLE SCHOOL
112-' ~ HIGH SCHOOL
55-'
32~SITE
A1--: ELEMENTARY SCHOOL
25---' SOUTH DRIVEWAY
<18 8
s
HOlE.
TOTAL A..... PEAK HOUR TRAFFIC - 386 TRIPS
A.M. PEAK HOUR TURNING MOVEMENTS
G. B. CHURCH. P.E.
COHSULnNG ENGINEER
TRAFFIC IMPACT STUDY
LAKE WORTH CHRISTIAN SCHOOL
BOYNTON BEACH, FLORIDA
FIG. NO. 5
IR N LEGEND
PROJECT TRAFFIC 259
66.7% BACKGROUND TRAFRC 193
259 EXISTING TRAFFIC 3,955
TOTAL TRAFFIC <1.<107
0 LOS · rf' TRAFFIC
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ac:: 30.8"
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SITE
33.3%
130
S
TRAFFIC ASSIGNMENT FOR ADT
G. B. CHURCH, P.E.
CONSULnNG ENGINEER
TRAFFIC IMPACT STUDY
LAKE WORTH CHRISTIAN SCHOOL
BOYNTON BEACH, FLORIDA
DATE: 2/24/98
FIG. NO. 8 i .
PEAK HOUR TRAFFIC STANDARD
This test requires that the project not add traffic on any
road link, within the radius of development influence, which
would cause the PM Peak Hour traffic volume to exceed
capacity of the adopted threshold volumes at Level of Service
"D".
...;0:;; It
The PM Traffic Peak Hour trip generation was calculated as
follows:
ADT X 0.093 = 3,955 x 0.093 = 368 Trips.
The P.M. Peak Hour Project Traffic for the adjacent street
was 15 Trips.
The calculated growth rate traffic was 18 trips.
I
These trips were assigned to the thoroughfare network as was
done for the average daily traffic. The total trips for P.M.
Peak Hour and the roadway capacity for the link, are shown on
Figure 7, TRAFFIC ASSIGNMENT FOR P.M. PEAK HOUR.
The total P.M. Peak Hour traffic volumes, computed for
buildout by year end 1998, shows that High Ridge Road is
operating above the Threshold LOS D Standard. Therefore this
phase meets the criteria established for Test 1.
DRIVEWAY OPERATING CONDITIONS
The turning movement at the driveway have to be based upon
the total school traffic. For the total school enrollment of
435 students, less 20 students who use the bus, the total
trips generated for 415 students was calculated as follows:
415 Student~ @ 3.38 trips/student ~ 1,403 tpd.
According to the Palm Beach County "Guide To Parking Lot and
Street Access Design Criteria And Standards", the driveway
volume for 1,403 average daily traffic, is classified as
Intermediate. The minimum distance from the street right of
way at any driveway to any interior service drive or parking
space shall be 50 feet. Both existing driveway meet this
criteria.
SUMMARY
.
With the provision of both left turn and right ingress lanes,
the Lake Worth Christian School meets Palm Beach County's
Traffic Performance Standards. The existing Right-of-Way for
Ridge Road fronting the school property is 50'. As such it is
not possible, at this time, to construct the required
improvements. The total traffic to year end 1998 is 4,407 ADT
which is low, and therefore traffic delays are not expected
with respect to the turning movements at the driveways.
R
N LEGEND N
66.7% PROJECT TRAFFIC 10
10 BACKGROUND TRAF'FlC 18
EXISTING TRAFFIC 368
I 0 <101
;-"{
<C( 1.330
0
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SITE
33.3%
5
S
TRAFFIC ASSIGNMENT FOR P.M. PEAK HOUR
OF ADJACENT STREET
G. J. CHURCH. P.E.
CONSULTING ENGINEER
TRAf"f"IC IMPACT STUDY
LAKE WORTH CHRISTIAN SCHOOL
BOYNTON BEACH, f"LORIDA
DATE: 2/2~/98
FIG. NO. 7