APPLICATION
Has applicant attended a pre-application meeting?
YES
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City Codes Accessed via Website www.bovnton-beach.org
www.amlega1.comlboynton_beach_fl.us
CITY OF BOYNTON BEACH, FLORIDA
PLANNING & ZONING DIVISION
CONDITIONAL USE APPLICATION
NOTE: This form must be filled out completely and accurately and must accompany all applications
submitted to the Planning Division (two (2) copies of application required).
PROJECT NAME: Lake Worth Christian School
AGENT'S NAME: Arianne Nielsen - Land Design South
ADDRESS: 2101 Centrepark Drive West, Suite 100 West Palm Beach, FL 33409
PHONE: 561-478-8501
FAX: 561-478 -5012
E-MAIL: anielsen@landdesignsouth.com
OWNER'S NAME:
(or trustee)
AJDDRESS: 7592 High Ridge Road
Lake Worth Christian School, Inc.
Boynton Beach, FL
33426
PHONE:
561-586-8216
FAX:
PROJECT LOCATION: 1/2 mile east of Hypoluxo Road on the east side of High Ridge Road.
(not legal description)
PCN NUMBER: See Attached sheet.
CORRESPONDENCE ADDRESS: * Please send to agent.
(if different than agent or owner)
*This is the only address to which all agendas, letters and other materials will be forwarded.
Property Control Numbers for Lake Worth Christian School
08-43-45-09- 21-001-0360
08-43-45-09-00-000-7070
08-43-45-09- 21-001-0400
08-43-45-09- 21-001-0410
Date Submitted:
April 25, 2007
Applicant's Name: Lake Worth Christian School Inc.
Applicant's Address: 7592 High Ridge Road
Boynton Beach, FL 33426
Ph 561-586-8216
one:
Fax:
Legal Description: Please see survey for legal description.
Project Description:
Major site plan modification to add a 10,300 square foot elementary school
and a 15,000 square foot general use building, and a 6,000 square foot
athletic center. Also, addition of 9,255 s.f. Early Childhood Development Center
as a conditional use approval.
Please see attached sheet for consent form.
Owner Signature
Agent Signature
The Owner has hereby 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.)
2
I. GENERAL INFORMATION
a. All property owners located within (400) four hundred feet surrounding the subject parcel
shall be notified by the applicant.
b. Notice of the public hearing shall also be advertised in a newspaper published in the City
at least ten (10) days in advance of the hearing.
c. At the public hearing held by the Planning and Development Board and Community
Redevelopment Agency Board (CRA), evidence for or against may be presented.
d. The Planning and Development Board or CRA may recommend, approval with
modification or denial of the application subject to the standards provided in Ordinance
No. 76-46. A written report of the Board's findings shall be forwarded to the City
Commission.
e. At a regular meeting, the City Commission may approve, approve with modification or
deny the application subject to the standards provided in Ordinance No. 76-46.
f. Each new application for conditional use approval shall be accompanied by a fee payable
to the City of Boynton Beach as per the fee schedule.
g. Each application for an extension in time of a conditional use approval shall be
accompanied by a fee payable to the City of Boynton Beach for four hundred ($400)
dollars. Such application shall be submitted to the Planning Director not less than 45 days
prior to the expiration of the approval.
h. Representative of the proiect must be present at all Technical Application Review Team.
Planning and Development Board. or CRA. and City Commission Meetings held to
review this proiect.
II. CONTENTS OF THE CONDITIONAL USE APPLICATION
Application for conditional use shall contain two (2) copies of the following items:
a. Statement of the applicant's interest in the property to be developed, including a copy of the
last recorded Warranty Deed, and a certificate from an attorney-at-law or a title insurance
company certifying who the current fee simple title holders of record of the subject property
are, and the nature and extent of their interest therein, and:
1. If joint and several ownership, a written consent to the development proposal by all
owners of record, or
2. If a contract purchase, a copy of the purchase contract and written consent of the
sellerlowner, or
3. If an authorized agent, a copy of the agency agreement and written consent of the
principal/owner, or
4. If a lessee, a copy of the lease agreement and written consent of the owner, or,
3
5. If a corporation or other business entity, the name of the officer or person
responsible for the application, and written proof that said representatives have the
delegated authority to represent the corporation or other business entity, or in lieu
thereof, written proof that he is in fact an officer of the corporation.
b. Legal survey, prepared by a surveyor registered in the State of Florida, showing an accurate
legal description of the subject property, and the total acreage computed to the nearest one-
hundredth (1/100) of an acre (these two surveys are in addition to the surveys required on
page 6 of this application, Sec. III. 19.).
c. Vicinity map, showing the location of the subject property in relation to the surrounding
street system.
III. SITE PLAN REQUIREMENTS
tV/A
Twelve (12) complete, assembled and stapled sets of plans shall be submitted. All drawings shall
be scaled and the maximum size sheet shall be 24" x 36". The following site information shall be
shown on the submitted plans or where applicable, separately submitted. Incomplete site plans will
not be processed.
(Please check)
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1. Boundaries and dimensions of the parcel.
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2. Scale, graphic scale, north arrow, and date.
3. Adjacent properties or land uses.
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4. Pavement edge and/or right-of-way lines for all streets, alleys, sidewalks, turn lanes,
driveways and unimproved rights-of-way within one-hundred (100) feet ofthe site.
Also, names of adjacent streets and rights-of-way.
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5. Location of all proposed structures, and any existing structures that are to remain on
the site.
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6. Setbacks of all structures (over 3 ft. in height) from property lines.
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7. Use of each structure, indicated on the site plan.
8. Number of efficiency, I-bedroom, 2 bedroom, etc, dwelling units in each residential
structure, to be indicated on site plan.
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9. Indication of height and number of stories of each structure.
IV/A
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10. Indication of structures, equipment, etc., above 45 foot height, including height in
excess of 45 ft.
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11. Floor plans or typical floor plans for all structures.
12. Finish floor elevations of all structure.
13. Uses within each structure, indicated on floor plans.
14. Elevations or typical elevations of all structures; including materials, surfaces,
including roofs.
15. Indication of the numbers and types of recreational facilities to be provided for
residential developments.
16. Indication on site plan of location, orientation, and height of all freestanding signs
and wall signs.
17. Location of walls and fences, and indication of their height, materials, and color.
18. A landscape plan, showing conformance with the Landscape Code and Tree
Preservation Code, and showing adequate watering facilities. Plants must be keyed
out according to species, size and quantity.
19. A sealed survey, by a surveyor registered in the State of Florida, and not older than
six (6) months, showing property lines, including bearings and dimensions, north
arrow, date, scale, existing structures and paving, existing elevations on site, rights-
of-way and easements on or adjacent to the site, utilities on or adjacent to the site,
legal description, acreage to the nearest one-hundredth (1/100) of an acre, location
sketch, and surveyor's certification. Also, sizes and locations of existing trees and
shrubs, including common and botanical names, and indication as to which are to be
retained, removed, and relocated, or replaced.
20. Location of existing utility lines on or adjacent to the property to be indicated on the
site plan, in addition to being shown on the survey. Also, location of existing fire
hydrants on or adjacent to the site.
21. Location of additional fire hydrants, to meet standards set forth in Article X, Section
16 of the Subdivision and Platting Regulations.
22. Fire flow calculations justifying line size for both on/off site water lines.
23. Sealed engineering drawings for proposed utilities, as per City specifications.
24. Information regarding form of ownership (condominium, fee simple, lease, etc.).
25. Location and orientation of garbage cans or dumpster facilities. All garbage
dumpsters must be so located to provide direct access for the City front-endloaders,
and the dumpster area must be provided with adequate width and height clearance.
The site must be so qesigned to eliminate the necessity for the front-end loader to back
into any street. If any use requires the disposal of wet garbage, a ten foot by ten foot
(10' x 10') concrete slab shall be provided. All dumpsters must be screened and
5
landscaped in accordance with the City Landscape Code (see Sec. 7.5-35(I)). A
minimum 10-foot wide opening is required for dumpster enclosures.
V 26. A parking lot design and construction plan showing conformance to the City Parking
Lot Regulations, and including the following information. Any exceptions to the
Parking Lot Regulations that are proposed for that are continued will require an
application for variance to the Parking Lot Regulations.
a. Location of all parking and loading facilities.
b. A parking lot layout plan, including curbs, car stops, and double striping.
c. A cross-section of materials to be used in the construction of the parking lot.
d. A lighting plan for the building exterior and site, including exterior security lighting,
and lighting for driveways and parking lots; to include the location of lighting
standards, direction of lighting, fixture types, lamp types and sizes, and average
illumination level(s) in foot candles.
e. Information showing conformance with the City Street and Sidewalk Ordinance,
including construction of sidewalks along adjacent public streets.
f. Location of existing and proposed public and private streets, including ultimate
rights-of-way.
g. On-site traffic plan, including arrows and other pavement markings, traffic signs,
and stop signs at exits.
h. Location of handicap parking spaces, plus signs and access ramps, consistent with
the State Handicap Code.
1. A drainage plan for the entire site, including parking area; to include finish grade
and pavement elevations, drainage calculations, and details of the drainage
system. If the total impervious area on site exceeds twenty-five thousand (25,000)
square feet, then drainage plans and calculations must be prepared by an engineer
registered in the State of Florida, and must be sealed. Percolation tests must by
provided with drainage calculations.
J. Existing elevations on adjacent properties, and on adjacent rights-of-way.
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27. Where conformance with the County's Environmentally Sensitive Lands Ordinance is
required, an Application for Alteration of Environmentally Sensitive Lands
(Environmentally Impact Study) must be submitted to the Palm Beach County
Department of Environmental Resources Management (copy to City) prior to or
concurrent with the submittal of the site plan to the City.
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28. Submit a traffic impact analysis for the proposed use. The analysis shall comply with
the Palm Beach County Traffic Performance Standards Ordinance. Six (6) copies of
the analysis shall be submitted with all conditional use applications.
6
NOTE: Failure to submit traffic impact analysis in the manner described above may delay approval of
the site plan application.
../ 29. In addition to the above requirements, the following items shall be submitted to the
Planning and Zoning Division no later than the site plan deadline:
a. One copy of colored elevations, not mounted, for all buildings and signage to be
constructed on site. These elevations must be of all sides of each type of building
and signage proposed and the colors proposed must be accompanied by a numerical
code from an established chart of colors.
b. Elevations must also include information related to building materials. All
elevations must be submitted on 24" x 36" drawings. Buildings constructed will be
inspected on the basis of the elevations submitted to the City and approved by the
City Commission. Failure to construct buildings consistent with elevations
submitted will result in the Certificate of Occupancy being withheld.
c. A transparency of the site plan (maximum size of 8-1/2" x II") or 8-1/2" x 11"
reductions of submitted plans to be used at public hearings. However, the Planning
and Zoning Division will not be responsible for poor quality transparencies which
result from the submission of poor quality site plan blueprints, and poor quality
transparencies will not be presented to the Planning and Development Board or CRA
and City Commission.
d. Colored photographs of surrounding buildings (minimum size 8" x 10") in digital
format (JPEG).
-/ 30. Any other engineering and/or technical data, as may be required by the Technical
Review Committee to determine compliance with the provisions of the City's Code of
Ordinances.
Any of the above requirements may be waived by the Technical Review Committee, if such information
is deemed to be non-essential by the Committee.
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 Catee:orv shown on the Comprehensive Plan Future Land Use Map:
PPGI
2.
Zonine: District
Rl-AA
7
3.
Area of Site
16.24 AC.
4. Land Use - Acrea2e Breakdown:
a. Residential, including
site surrounding lot area or grounds
acres
%of
b. Recreation Areas * (excluding water area)
acres % of site
acres % of site
acres % of site
acres % of site
acres 100 % of site
acres % of site
acres % of site
acres 100% of site
c. Water Area
d. Commercial
e. Industrial
f. Public/Institutional
16.24
g. Public, Private, and Canal Rights-of-Way
h. Other (specify)
1. Total area of Site
16.24
Including open space suitable for outdoor recreation, and having a minimum dimension of 50
ft. bv 50 ft.
5. Surface Cover
a. Ground Floor Building
("building footprint")
34,555
sq. ft.
4.8
% of site Area
b. Water Area
sq. ft.
% of site
c. Other Impervious Areas, including paved area of public & private streets, paved area of
parking lots and driveways (excluding landscaped areas)and sidewalks, patios, decks, and
athletic courts sq. ft. % _of site.
d.
Total Impervious Area
221. 720
sq. ft.
31.36
% of site
e. Landscaped Area Inside of Parking Lots (20 sq. ft. per interior parking space required--see Sec.
7.5- 35(g) of Landscape Code). 707 8. F IN PROPOSED AREA sq. ft .09 % of site
f.
Other Landscaped Areas, excluding Water Area
8
sq. ft.
% of site
g. Other Pervious Areas, including Golf Courses, Natural areas, Yards, and Swales, but excluding
Water Areas sq. ft. % of site
h.
Total Pervious Areas
485,694
sq. ft.
68.65
% of site
1.
Total Area of Site
16.24
sq. ft. 100% of site
6.
Floor Area
a. Residential
b. Commercial/Office
c. Industrial/Warehouse
d. Recreational
Public/Institutional 34,255
e.
f. Other (specify)
g. Other (specify)
h. Total Floor Area
sq. ft.
sq. ft.
sq. ft.
sq. ft.
sq. ft.
sq. ft.
sq. ft.
sq. ft.
7. Number of Residential Dwelling Units
a.
Single-Family Residential
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 Densitv
dwelling units per acre
9.
Maximum Heieht of Structures on Site
9
feet
stories
10. Required Off-Street Parkin!!
Calculation of Required Parking Spaces
Off-Street Parking Spaces 52 SPACES
Number of Off-Street Parking Spaces 52 SPACES
Provided on Site Plan 226 SPACES ON SITE WHICH INCLUDES ADDITIONAL SPACES FOR PROPOSED
52 SPACES
RIDER TO SITE PLAN APPLICATION
The undersigned as applicant for Final Site Plan Approval does hereby acknowledge, represent and agree that all
plans, specifications, drawings, engineering, and other data submitted with this application for review by the City
of Boynton Beach shall be reviewed by the various boards, commissions, staff personnel and other parties
designated, appointed or employed by the City of Boynton Beach, and any such party reviewing the same shall
rely upon the accuracy thereof, and any change in any item submitted shall be deemed material and substantial.
The undersigned hereby agrees that all plans, specifications, drawings, engineering and other data which may be
approved by the City of Boynton Beach, or its boards, commissions, staff or designees shall be constructed in
strict compliance with the form in which they are approved, and any change to the same shall be deemed material
and shall place the applicant in violation ofthis application and all approvals and permits which may be granted.
The applicant agrees to allow the City of Boynton Beach all rights and remedies as provided for by the applicable
codes and ordinances of the City of Boynton Beach to bring any violation into compliance, and the applicant
shall indemnify, reimburse and save the City of Boynton Beach harmless from any cost, expense, claim, liability
or any action which may arise due to their enforcement of the same.
READ, ACKNOWLEDGED AND AGREED TO this
day of
Witness
Applicant
Witness
10
01/29/2002 15:45
55147PC:;012
PAGE 02
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III. CERTIFICATION
(I) (We) understand that this application and all papelS and plans submitted herewith become a
part of the pennanent records of the Planning and Zoning OMsion (I) (We) hereby certify that the
above statements and any statements or showings in any papers or plans submitted her9with
are true to the best of (my) (our) knowledge and belief. This application will not be accepted
s signed according to the instructions below.
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/fee. SIL)('N'7"
Signature of Owner(s) or Trustee, of
Authorized Principal if property is owned by
a corporation or other business entity.
II:
date
OR
Signature of contract purchaser (if applicant)
IV. AUTHORIZATION OF AGENT
Date
MIl/aMd .1/2'JJ~p../J 2.~ ~'l- ?-tXI:!
~re of Authoriz~ent Date
(I) (We) hereby designate the abow-signed person as (my) (our) authorized agent in regard to
thi p cation. -r:: J /Y1
-..JOnll/ , , /t:L,.IV ()
~e ~.s?bt,. I-
9 ature of Owner(s) or Trustee,
or Authortzed Principal If property is owned
by a corporation or other business entity.
3~ ~~ 7
Date I
OR
Signature of contract purchaser (if applicant)
Date
A REPRESENTATIVE MUST BE PRESENT AT ALL TECHNICAL REVIEW
COMMITTEE, PLANNING AND DEVELOPMENT BOARD OR COMMUNITY
REDEVELOPMENT AGENCY (CRA) AND CITY COMMISSION MEETINGS HELD TO
REVIEW THIS PROJECT.
8
LAND.
DESIGN
SOUTH
r~~~~~pe Arcl1itecture \\a),~- .. -l\~~\
Environmental Services 'I \ _ ~ ' I
Trans ortation \ r \ i APR 2 5 'liTO! U II
561-478-9501. FAX 561-478-5012.2101 Centrepark West Drive. Suite 100. West Palm Be , Ol: 33409:;7-:-""'__";
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Justification Statement u"" " L . r I
Lake Worth Christian School
Approval of a Major Site Plan Modification and Conditional Use
Submitted April 25, 2007
On behalf of the Petitioner, Land Design South of Florida, Inc. requests the following:
· AIJProval of a Maior Site Plan Modification to add a 10.300 SQuare foot elementary school
(160 Children). 15.000 SQuare foot aeneral use buildina. and a 6.000 SQuare foot athletic
complex
· Conditional Use approval of a 9.255 SQuare foot Earlv Childhood Development Center
that will include 150 children
Property History and Site Characteristics
The subject site is located on the east side of High Ridge Road, approximately one-half mile east of
Hypoluxo Road. The site is currently an existing private school that includes grades Pre-kindergarten
through 12. The development has previously gone through several amendments and site plan
modifications. The subject property is 16.23 acres (706,979 square feet) in size. Currently, the subject
site contains a Zoning designation of R1-AA Residential and a Future Land Use designation of Public
and Private Governmental/lnstitution (PPGI). Interstate 95 bounds the site to the east, and High Ridge
Road bounds the subject site to the west. To the north of the subject site is Unincorporated Palm Beach
County with a Zoning Designation of Single Family Residential (RS Palm Beach County) and a Future
Land Use designation of Low Residential 2 units per acre (LR2 Palm Beach County). To the south of
the subject property is Cedar Ridge PUD, a multifamily and single-family residential development.
Nature of Proposed Project
Site Plan Modification
As mentioned, there is an existing private school currently on the subject property. The applicant is
proposing a site plan modification to expand the existing school campus to include a two-story, 19,555
square foot building providing for an Early Childhood Development Center (ECDC) on the first floor and
elementary school on the second floor. In addition, the applicant is proposing the addition of a 15,000
square foot general use building, and a 6,000 square foot athletic complex. The general use building
and athletic complex will be accessory uses to the school complex. At this time the applicant is
requesting approval of the locations and square footages of the general use and athletic complex
buildings. As these two uses are proposed to be constructed during a later phase of the project, the
applicant will provide the architectural footprints and elevations for these two buildings with a separate
application to receive approval prior to their construction.
Bovnton Beach Code of Ordinances. Chapter 4 - Site Plan Review
The existing school complex is requesting expansion to help better serve the ever-growing population.
The proposed project features an abundance of landscape, which compliments the proposed building
and provides open space for the school complex. Some of the key design elements of the attached site
plan are as follows:
Lake Worth Christian School
Page 1
April 25, 2007
. 29 additional parking spaces have been provided to meet parking requirements;
. A total of 79 extra spaces provided on site;
. All other areas that are not in the proposed site plan modification area will not be maintained;
. Inclusion of playground areas for the Early Childhood Development and Elementary School;
. A 158' building setback is proposed from the north property line, as well as a 74' building
setback from the south property line;
. Existing landscape buffers will be maintained on site;
. A 5' wall is proposed on the east and north of the proposed Early Childhood Development
Center playground area with a lush landscape located on the exterior of the wall;
. 7 drop off spaces have been provided for the Early Childhood Development Center;
. A covered patio is located adjacent to the proposed elementary school/ECDC building providing
a shaded area adjacent to the proposed playground;
. A large open space to the north of the softball field.
. Handicap parking requirements are met for the entire site;
. Architectural footprints and elevations are included for the proposed elementary school and
ECDC building. Footprints and elevations for the athletic complex and general use building will
be provided with a later application submittal.
. The landscape around the building exceeds requirements to provide a lush landscape and
compliment the building and architectural features.
.
Chapter 4 Section 7 of the Boynton Beach Ordinance contains submission requirements for site plan
applications. The site plan for the proposed development has been prepared in accordance with these
requirements and satisfies the Code.
Chapter 4 Section 8 contains standards for review and evaluation of all required plans. These
standards and an assessment of the proposal are as follows:
A. Natural Environment - The subject site is sparsely vegetated other than what has been
approved by recent modifications, having partly been cleared for the development in the past.
As such the proposal will not result in the removal of any significant vegetation. The proposal
will incorporate a detailed landscape design that will enhance the built form on the site, create
an attractive outlook from existing and proposed buildings, and enhance functional recreation
spaces.
B. Open Space - The proposed development provided several areas of open space including two
playground areas, athletic field fields including soccer, baseball, and softball as well as a track.
In addition, the area to the north of the softball field is designated as open space.
C. Circulation and Parking - The proposed development has been designed to comply with the
City's traffic circulation and vehicular parking requirements.
D. Community Services - The proposed modification does not prevent the proposed development
from being serviced by Boynton Beach police and fire department.
E. Buildings and Other Structures - The proposed development has been designed to incorporate
with the existing neighborhood while also providing a functional school campus and amenities to
future students and users. Internally, this has been achieved by providing play areas and
landscaping areas to buffer the surrounding developments, separating vehicular and pedestrian
movement systems, and providing adequate separation between buildings. Externally,
appropriate privacy relationships with surrounding properties are maintained by limiting the
height of the proposed buildings to two stories, as well as through the provision of increased
building setbacks. The site consists of existing landscape buffers, which will adequately screen
Lake Worth Christian School
Page 2
April 25, 2007
the proposed building..,..., addition, the proposed signage is C0. .,e'Jdered to be consistent with the
requirements of the Code. The signage located on the proposed building is accented by
landscaping.
F. Concurrency and Level of Service Standards - The proposal is complies with the level of
service standards under the Boynton Beach Comprehensive Plan.
Chapter 9 - Community Desion Plan
This Chapter applies to new construction and as such applies to the current proposal. In accordance
with Section 5, elevation drawings of all buildings have been submitted.
Section 10 contains design site criteria. The proposal's compliance with these criteria is summarized
below:
· Building Location - The proposal has been designed in an orderly manner to avoid unusable or
inaccessible space on the site. In particular, the site layout separates vehicular and pedestrian
movement systems on the site, thereby giving all spaces a distinctive function.
· Vehicular and Pedestrian Circulation - As indicated the pedestrian and vehicular movement
systems have been separated. Given the nature of existing development, cross-access to
adjoining sites is not practicable.
· Service Areas - Existing service areas will be utilized. All communal service facilities and
utilities are appropriately screened.
· Walls - All walls, fences and ancillary site elements will be designed in colors and materials to
match the dominant building form within the development
· Exterior Lighting - Exterior lighting will match existing lighting on site. A photometric plan has
been submitted with this application. The lighting will not be of an intensity that produces any
significant glare on surrounding properties. Existing lighting will be used with only a few lighting
elements added for proper lighting of the site.
· Landscape Features - The proposed landscape plan includes the required foundation planting
per Landscape requirements and includes parking lot trees for the additional 29 parking
spaces. The proposed landscape is compatible with existing and surrounding landscape on
site.
· Signs - Signage will be limited to a single entrance sign, as detailed on plans submitted with
this application. The proposed sign has been designed to relate to the architectural character
of the development and utilizes colors and materials that will complement the built form.
· Exterior Building Design - The proposed development has been designed to integrate various
buildings within an overall site plan that places emphasis on the communal areas of the site.
The proposed buildings convey a human scale and are consistent with the traditional suburban
characteristics of surrounding development.
Conditional Use Application
As mentioned previously, the applicant is requesting approval for a 9,255 square foot Early Childhood
Development, which is a conditional use under the R1-AA zoning designation. The Early Childhood
Development Center will be located on the ground floor of the proposed two-story building. This would
allow the site to include an additional service that would benefit and serve the surrounding
Lake Worth Christian School
Page 3
April 25, 2007
communities.
Bovnton Beach Code of Ordinances
Chapter 2 - Zoning
Chapter 2.5.C of the Boynton Beach Code of Ordinances relates to the Single Family Residential
District (R1-M). This section discusses the property development regulations for projects within the
R1-M district. These requirements are consistent with the attached Major Site Plan Modification
Application and states that an early childhood development center is a conditional use.
Subsection 2.11.2.C of the Code outlines the materials that must be submitted with a conditional use
application. These materials are included with the major site plan modification submittal and are to be
reviewed concurrently.
Chapter 2.11.2.D of the Code outlines conditional use review standards. The proposed Early Childhood
Development Center meets all the following standards for a conditional use:
1) Egress and Ingress
The proposed project already has an existing entrance and existing parking areas, which create
functional traffic circulation and access for fire trucks and delivery vehicles.
2) Off-street Parking
All parking requirements are met on site and extra parking has been provided. Overall an additional
79 parking spaces in excess of code requirement are provided on site. Per the pre-application
meeting with the City of Boynton Beach it was determined that 29 parking spaces are required for
the proposed site plan amendment. Per the said meeting it was also determined that the general
use and athletic complex buildings did not require separate parking requirements as they are
accessory uses to the school. As such the proposed site plan exceeds all parking requirements.
3) Refuse and Service Areas
The proposed site plan proposed project will utilize existing refuse containers and service areas.
4) Utilities
The site has been previously designed to accommodate expansion such as the proposed
application. Therefore existing utilities will be utilized and are sufficient for the proposed
development.
5) Setbacks and Open Spaces
The proposed site plan modification maintains the existing landscape buffers and creates a large
open space north of the softball field.
6) Signage and lighting
The proposed project will utilize existing lighting and signage. The only additional proposed sign
will be located on the east fayade of the proposed elementary school/ECDC building as shown on
the architectural elevations. The existing lighting will also be utilized with the exception of the
addition of one new lighting fixture added to illuminate the proposed sidewalk that runs north and
south to connect the parking areas.
7) Height of Buildings
The height of the proposed buildings are compatible with other buildings on site and are in harmony
with the surrounding community and adjacent nearby properties.
8) Compliance, Compatible, and Conformance
The proposed project complies with all Boynton Beach ordinances and Land Development
Lake Worth Christian School
Page 4
April 25, 2007
Regulations. The propo~ project does not create any nuisai".~s and hazards as outlined in
Section4.N of Chapter 2. The proposed development is compatible with surrounding communities
and will benefit and serve the community
A site plan has been prepared in accordance with these requirements.
Section 11 - Preliminary and Final Development Plans
The proposal's compliance with these regulations is included with this submittal.
. Building locations and architectural elevations
. Master landscape plan
. Engineering Plans
. Survey not more than 6 months old
. Tabulations of development data
. Site Development Plan
The above information has been submitted with this application for review.
Conclusion
The proposed site plan modification is considered to be consistent with the nature of surrounding
development and is suitable to the site context, being in close proximity to service infrastructure.
The proposed conditional use will be consistent with the Boynton Beach Ordinances and is compatible
with surrounding developments and will provide for and better the surrounding community.
Accordingly, it is considered that the proposal is in the public interest and the Petitioner
respectfully requests approval of the site plan modification and conditional use.
Lake Worth Christian School
Page 5
April 25, 2007
12/20/2002 1.:50 FAX
U3533
SCOTT IWUlI S
~OO;J
PREPARED BY AND RETURN TO:
J. Ulchard Harris, Esquire
SDltt. Harri$. Bryan.
Barra & Jorgensen, P.A.
4400 PGA Blvd.. Suite 800
Palm Beach Gardens. FL 33410
wi,: ##32
i i
IIIIIIIIII.I.I.II_~~II M, " \ (~ :J '\ '"H'
g~/~~/~~~o ~~:?~~~3 2 ~o~__, ,_____ _:---1 \
Pal. Beach County, Fled a F'!,:' ',: I:) J
AMT 647,000.00 {.
Doc StaMp 4,529.00
J'l~ffal5 ~fl-~~i-g~7ci~-6~=2~=~~=gg~2~~~gi-g~86~-6~=2~=~~=gg~2~~ggi-0390;
08-*_ 21-001-0400; 08-43-45-09-21-001-0410; 08-43-45-09-21-001-0420;
08- - 1-001-0430; VVARRANTYDEED 08-43-45-09-21-000-0020
08-4~ 4- 1-001-0440;
08-43-4~ 21-001-0450 J...
./ ~ ANTY DEED, m.de this 2.3" day of December, 2002,
between \(.:.q;-~DO~ INVESTMENTS OF PAL.M BEACH COUNTY. INC., a Floridll
~Q;porahon,
A
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hel einafter caJl~:!'i,.e~antor.
whose mallinII' a~4Js-5 ;s C/O J. Richard Harris, 4400 P.G.A. Boulevard, Palm Beae~1
Gardens. Florida 33alO j"..,
to LAKE WORTH~~~T,IAN SCHOOL SOCIETY, INC., a Florida corporation not for
profi t, ;r-::::.:-~
(/ I'
V'-- ,'/ "--'
hereinafter called the Grari~~ ,
wh"se mailing address is 7~2 H\I!l, Ridge Road, Boynton Beaeh, FL 33426.
t'~))
\0/
(Wherever used herein th.Herms 'Grantor" and "Grantee. are used for singular
or plural, as context reqU,irel1iinClude all the parties to this instrument
and the heirs, leaaJ repres a~8S and assigns at individuals, and the
successors and assigns of c I' )~ns.)
II -:;J)
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WITNESSETH, that the said Gra~f9r and in consideration of the sum of Ten
Dollars ($10.00) and other good and vatua~bJ'.@nSiderations. receipt whereof is hereb}o
acl<nowledged, hereby grants. bargains, s, lIins, remises, releases, conveys and
cOI,firm unto the Grantee, all that certain la tQJn the County of Palm Beacll, State
of Florida, to-wit; ~<',: :-;~~\
\\/ }') v
Parc:e/"S" and lots 35 throuEh 45, Inclu,~;,:ci~DAR RIDGE, A P,U.D, AND HIGH
RIDGE COMMERCE PARK..!. I P.I.D., accorfi~ :i.i.JI,;; the Plat thereof on file in the
OffIce of the Clerk of the t,;lrcult Court In' a Beach County, Florid~ al
Pfat BooI< 46. ,. 58; and ttIat portion of r rt decllAted by such ..Iat
and adjacent to the herein descrlMd lots ..,d I been abandOned by formal
resoluflon of the CItJ of Boynton Seach, F'lorl
'''::3\
SUBJECT TO restrictions, reservations, covenants, condi"t'.nd easements of record;
taxI's for the year 2002 and the years subsequent theretf~~ all applicable laws,
~';:;:~}
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1%1%0/%00% 14:50 FAX
5243533
SCOlT HARRIS
~004
BOOK 14630 PAGE 1945
Dorothy H. Wilken, Clerk'
ordinances, and governmental rqulabons, including without limitation, zoning and building
codes and ordinances.
TOGETHER with all the tenements, hereditaments and ;,ppurtenances thereto
belonglns or in anywise appertaining.
TO HAVE AND TO HOLD, the same in fee simple forever.
AND the said Grantor does hereby fully warrant title to said land, and will defend thu
same a~t thelawtul claims of all persons whomsoever.
~ ESS WHER!OF. the said Grantor hilS signed and sealed these presents thlJ
da', ye st above written.
. /:';
SiBn~~ and dellvered/
in 'he p~;fir<~(jJ: //'
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, resident of Condor Investments
f// Of Palm Beach County, Inc.
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(prln name wltne' - ,)
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STATE OF NORT~ CARO~~:~~
COUNTY OF !' RUrI\, "C::'
(e>--9) d
The foresoln, instrum~a5 acknowledged before me this ~ day 01
Del;ember, 2002, by JAMES VANDE~~~E, Vice President of Condor Investments of Palm
Beilch County, Inc. (( (;
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( (':.Jl
\.:~::.'_~~)," NOT Y PUBLI
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Type of identifjcat~rOcrucect \ I. ;-./ .
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SHARON D. WEBS
NOTARY PUBLIC
,MACON COUNTY
NORTH CAROLINA
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Municipality:
Parcel Control Number:
Subdivision:
Official Records Book:
Legal DescriDtion:
BOYNTON BEACH
08-43-45-09-21-001-0360
CEDAR RIDGE & HIGH RIDGE COMMERCE PARK
14630 Page: 1944 Sale Date: Dec-2002
CEDAR RIDGE & HIGH RIDGE COMMERCE PARK LT 36 BLK 1
Owner Information
Name: LAKE WORTH CHRISTIAN SCHOOL SOCIETY INC
f"'" ....ILAt.......- d ,I
Mailing Address: 7592 HIGH RIDGE RD
BOYNTON BEACH FL 33426 9320
Sales Information
Sales Date Book/Page Price Sale Tvpe
Dec-2002 14630/1944 $647,000 WARRANTY DEED
Jan-1993 07561/1388 $2,075,000 QUIT CLAIM
Nov-1991 07055/0109 $707,000 WARRANTY DEED
Owner
LAKE WORTH CHRISTIAN SCHOOL
SOCIETY INC
CONDOR INV OF PBC INC LESSOR
Exemptions
Full: Private SChools/college: $114,876
Total: $114,876
Year of Exemption: 2006
Appraisals
Tax Year:
Improvement Value:
Land Value:
Total Market Value:
Use Code:
Tax Year 2006
Number of Units: 0
Acres: 0.23
Tax Year:
Assessed Value:
Exemption Amount:
Taxable Value:
1__ -- -i-'1!
Tax Values
Tax Year:
Ad Valorem:
Non Ad Valorem:
Total Tax:
2006 2005 2004
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Municipality: BOYNTON BEACH
Parcel Control Number: 08-43-45-09-21-001-0400
Subdivision: CEDAR RIDGE & HIGH RIDGE COMMERCE PARK
Official Records Book: 14630 Page: 1944 Sale Date: Dec-2002
Lggal Description: CEDAR RIDGE & HIGH RIDGE COMMERCE PARK LT 40 BLK 1
Owner Information
"-;. "
Name: LAKE WORTH CHRISTIAN SCHOOL SOCIETY INC
I . ,....AILOwner&..
Mailing Address: 7592 HIGH RIDGE RD
BOYNTON BEACH FL 33426 9320
Sales Information
Sales Date Book/Page Price Sale Type
Dec-2002 14630/1944 $647,000 WARRANTY DEED
Jan-1993 07561/1388 $2,075,000 QUIT CLAIM
Nov-1991 07055/0109 $707,000 WARRANTY DEED
Owner
LAKE WORTH CHRISTIAN SCHOOL
SOCIETY INC
CONDOR INV OF PBC INC LESSOR
Exemptions
Full: Private Schools/college: $114,876
Total: $114,876
Year of Exemption: 2006
Appraisals
Tax Year:
Improvement Value:
land Value:
Total Market Value:
Use Code:
Tax Year:
Assessed Value:
Exemption Amount:
Taxable Value:
Tax Year 2006
Number of Units: 0
Acres: 0.29
[.,Structure ,Detail ~I
Tax Values
Tax Year:
Ad Valorem:
Non Ad Valorem:
Total Tax:
2006 2005 2004
0 0 0
0 0 0
0 0 0
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@ 2004 Palm Beach County Property Appraiser.
http://www.co.palm-beach.fl.us/papa/aspx/web/detail_ info.aspx?p _ entity=0843450921 00 1... 4/11/2007
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)raiser Property Search System
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Location Address:
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Parcel Control Number:
Subdivision:
Official Records Book:
Legal Description:
BOYNTON BEACH
08-43-45-09- 21-00 1-041 0
CEDAR RIDGE & HIGH RIDGE COMMERCE PARK
14630 Page: 1944 Sale Date: Dec-2002
CEDAR RIDGE & HIGH RIDGE COMMERCE PARK LT 41 BLK 1
Owner Information
Name: LAKE WORTH CHRISTIAN SCHOOL SOCIETY INC
1<. ..~..AII,L:li......._,...",,!
Mailing Address: 7592 HIGH RIDGE RD
BOYNTON BEACH FL 33426 9320
Sales Information
Sales Date Book/Page Price Sale Type
Dec-2002 14630/1944 $647,000 WARRANTY DEED
Jan-1993 07561/1388 $2,075,000 QUIT CLAIM
Nov-1991 07055/0109 $707,000 WARRANTY DEED
Owner
LAKE WORTH CHRISTIAN SCHOOL
SOCIETY INC
CONDOR INV OF PBC INC LESSOR
Exemptions
Full: Private SChools/COllege: $114,876
Total: $114,876
Year of Exemption: 2006
Appraisals
Tax Year:
Improvement Value:
Land Value:
Total Market Value:
Use Code: 7200
Tax Year 2006
Number of Units: 0
Acres: 0.52
Description: PRY SCHL/COLL
Tax Year:
Assessed Value:
Exemption Amount:
Taxable Value:
r~_~....<a...tall",,!
Tax Values
Tax Year:
Ad Valorem:
Non Ad Valorem:
Total Tax:
2006 2005 2004
0 0 50
0 0 50
0 0 $0
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@ 2004 Palm Beach County Property Appraiser.
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. .: -"::' ~,:. :.: Ill,; ..""tfttlt lilthereof, file .aid
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;,~~!:t~:!;. "::E.~~:;:.,>.G'~~';I(idT:,t'1 cle"d in our pre.ence:
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STATE OF PENNSYLVANIA
COUNTY OF ~
. ,. P I HEREBY CERTIFY that on this day, beCore me, an
Qfficer duly authorized in the State a(oresOIid and in the County aCoresa.id to take acknowledgmenu, personall}' appeared
Beatrice Beccari, surviving spouse & Gary L. Beccari,surviving son. sole surv1ving
g~~~~r~t E~~ng~tLo~kscg~c~r~, ~eceased, intestate, ~ ~gelo Beccarri & Peter A.
to me \hown to "be t~e person S a>>l.:sCrlbcd In ;\nd who executed the foregolng mltrument and they acknowledged
before me th.. they executed the same.
WITNESS Illy hand and official seal in the County and Stale last aCoresaid this 4th day oC
. October ,iI.. 0.1974, ,', A::.;3~i,J"
.~~ III lll\ lill6i lJ ~ ~ .'~S./\-~,~~'i:I'~t.~,,::.;.
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';\:1 \l0!>0~ ......"11. rIlL, .... ..0.:~~.... . .... ... f.(,..~J . ..." i'i~::.;.}1.{%;~~
fJH'C.L2367 1043 Jc~n 8. OtOf1k.1o . 'l~~'/ ~. '";'~:;i:4:
RECOiD PAGE ,./,. ; ...!', '~'.t't:':... '.
illl'k Cl,.olt ':lIr v' h ",-<-~",.,..", .';:-:'. o. "
/;." ,e",...""" .;::.,.. . ''I:~'J: ~,.\ "'.
Robert H. Springer . /9 19'!f.~..:;,.,.. :>/~~tf
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WA...ANTY OlIO
FlOM INDIVIDUAl TO COlPOIATlON1.14995
RAMCO FORM 34
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This Uarrantg Jeed Made Iha 4th do)' of October A. D. 19 7
Beatrice Beccari, surviving spouse & Gary L. Beccari, surviving son sole sur
heirs. at la~lof ,Louis Beccari, deceased~ inte~tate, & Ang~lo Beccarl & Peter
1,.remu)ler cal ecllna grail lor. 10 l:IeccarJ., tennants J.n common
Lake Worth Christian School Society, Inc.
a corfloraLioll r.tisUPlfJ under IlIa laws of Ihe Slale of Florida . will, ils permananl po.lo ica
oddres. 01 1325 North "A" Street, Lake Worth, Florida 33460
l'.r.inn/lar call.dlha aranlae:
~[\\'hut\.'u uled herein Ihe lenns "lIrarual" .nd "!Ilrantee" include all lhe puCia 10 thi, llUUumcnl and
1Iitf>~s ~o hO;;. ;1:~:.:I~:~:::o:,n;o~~: :~ i~:i:~~:ra'!~::h:f'.::~O~~:do;w:nl 01 ::~O~:ON)
"alua"I~'/ rolion$, raceipt whereof is herab)' acknowl.dged. l..reh)' gran". hargains, sells,
mises, r.~"" ~~s and confirms unlo the grantee, all thaI cerlain land sfluale in
Counly, F~iJ~~i::
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The South ha~ (S~) of the North half (N~) of the NW~ of the SW~ of
Sectio~~ownShip 45 South, Range 43 East, excepting there from
the rig~~~ay of the Seaboard Air Railway, and also excepting
from the ~J~'half of the foregOing premises the South ten feet
thereof as" con~yed in Deed Book 947, page 23, of the Public Records
of Palm Bea\~nty, Florid,... . ,.'.,.". .........,.._.....,.,...
'n..." ...... ,'. ,,,..,.. ~~\'.:"'''.'' ~',..:~' .~'dtti~~~i~R~.~
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Together will. all lite len.men~:~~~Lam.nl. and oppurlenance. Iheralo belonging or in an)'-
wise appertaining. ( l \...))
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10 Ilaue and to Ilold, Ihe same~1';f..~ple formr.
I <:2"-\ ,--
itnd Iha gra'f-?r hareb)' callanan" will. S~p"(i~.":...!hal tlte gronlor is lawful!)' sei:ed of said land
in fee simple: thal'lhe gran lor llCu good right an)f~<l~, <<<it,horll)' to sell and conlle}' said land; thai Ihe
granlor her.b)' full)' llIarrant. the wle 10 said la'l<l\g;,~<t?iftJdefan(1 Il,e same ogain.1 tha lawful claims of
nil parsons wllomsoeller: and Ihal .aid lancl i. frae 8t;1l:.~"fumbronces. excepl taxas accruing suhsequent
10 Decemb.r 31, ]973. ((\))
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gran!or lIas heraunto +t. .,))., hand ancl seal the clay and yaor
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This IIISlnl/lIClI1 prepared by:
Address
KOHL, SPR!NGER !'. SPRir!(lER
1960 South Congress ;.ve!lil~
West Palm Beach, FlorIda 3340&
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Property Information
Location Address: 7592 HIGH RIDGE RD
I~~. ." :\llew.A1l1n.
Municipality:
Parcel Control Number:
Subdivision:
Official Records Book:
Leaal Description:
BOYNTON BEACH
08-43-45-09-00-000-7070
02367
Page: 1043
Sale Date: Jan-1974
Owner Information
Name: LAKE WORTH CHRISTIAN SCHOOL
..6U..Qwnt!!l_~,_,,~1
Mailing Address: 7592 HIGH RIDGE RD
LAKE WORTH FL 33426 9320
[Sales Information
Sales Information Unavailable.
Exemptions
Full: Private Schools/college: $3,670,080
Total: $3,670,080
Year of Exemption: 2006
Appraisals
Tax Year:
Improvement Value:
Land Value:
Total Market Value:
Use Code: 7200
Tax Year 2006
Number of Units: 0
*Total Square Feet: 30568
Acres: 9.74
2004
2 248 273
292 200
2 540 473
Description: PRV SCHL{COLL
* in residential properties may indicate living area.
Tax Year:
Assessed Value:
Exemption Amount:
Taxable Value:
[AkUd:L~lt, I
Tax Values
Tax Year:
Ad Valorem:
Non Ad Valorem:
Total Tax:
2004
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httn:/ /www.co.oalm-beach.fl.us/oanal asox/weh/ detail in fo .:lsnx?n entltv=OR414:')0900000
Page 1 of 1
4/11/)007
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LAKE WORTH CHRISTIAN SCHOOL
- --- -
CITY OF BOYNTON BEACH, FL
1------.
-.
.~_ROSS PROJECT~REA
NET BUILDABLE AREA
PROPOSED RESIDENTIAL UNITS
-----------.---
# BEDROOMS
# BATH ROOMS
GROSS S.F. PER UNIT
PROPOSED NON-RESIDENTIAL
TOTAL GROSS NON-RESIDENTIAL S.F.
-------
PROPOSED VEHICULAR USE AREA
(INCLUDES EXTRA 29 PROPOSED PARKING SPACES ONLY)
-
PROPOSED PERVIOUS AREA
I
(INCLUDES PARKING IS~NDS & INTERIOR OPEN SPA:~~ I'
PROPOSED IMPERVIOUS AREAS
(INCLUDES V.U.A. AND BUILDING COVERAGE) .
..
PROPOSED BUILDING COVERAGE
TOTAL BUIDLlNG COVERAGE
REQUIRED OFF-STREET PARKING
PROPOSED OFF-STREET PARKING
REQUIRED LOADING SPACES
PROPOSED LOADING SPACES
PROPOSED WATER BODIES
--- -
BUILDING HEIGHTS
34,555 S.F. (0.79 AC.)
.. ...!._OJ,414 S.F. (16.24 AC.)
N/A
N/A
N/A
N/A
34,555 S.F. (0.79 AC.)
34,555 S.F. (0.79 AC.)
5,336 S.F. (0.12 AC.)
-
11.15 AC. (68.65%)
5.09 AC. (31.36%)
(.
4.86%
4.86%
-..--------.-------------
147 SPACES
------
226 SPACES
N/A
N/A
.
N/A
35'.0" MAXIMUM
uU APR 2 5 aiij
)
.
-.J
PLM,~lit!r: ,~,iW
ZONiNG DEPT
Lake Worth Christian School Athletic Complex
Surface Water Manag.ement Study:
Summary of Calculations
April, 2007
Prepared by:
Michael B. Schorah and Associates, Inc.
1850 Forest Hill Blvd., Suite 206
West Palm Beach, Florida 33406
(561) 968-0080
EB#2438
d
~R 242007
Frederick Roth, Jr., P.E. - Florida Registration # 18991
For: Michael 8. Schorah & Associates, Inc.
Lake Worth Christian School
Surface Water Management Study
April, 2007
1. SITE DATA
The study described in this report is for the development of an athletic complex as
an extension of the existing facilities at Lake Worth Christian School (see plans for
details). The purpose is to compare the impact of add more building area to the site
and see how this affect the previous surface water management design. The project
was permitted by SFWMD on July 11,2006, permit no. 50-07447-P.
The following is an analysis of the land-use, stage-storage assumptions and flood
routing calculations for the permitted vs. the proposed.
PERMITTED PROPOSED
LAND USE DESCRIPTION ACRES PCT. ACRES PCT.
PERVIOUS 7.42 70.0% 7.30 69.5%
IMPERVIOUS 3.08 30.0% 3.20 30.5%
BUILDING AREA (included in
impervious) 0.63 0.75
TOTAL GROSS AREA 10,50 100.0% 10.50 100.0%
2. STAGE-STORAGE ASSUMPTIONS
PERMITTED PROPOSED
STAGE-STORAGE ACRES ACRES
DRY RETENTION (14' to UD ) 0,16 0.16
DRY RETENTION (14' to 18' ) 0.56 0,56
BALL FIEELDS ( 18' to 20.5' ) 6.70 6.58
TRACK AREA ( 18' to 19.5' ) 0,71 0.71
PARKING AREA ( 18.7' to 20.5' ) 0.50 0,50
The balance of the surface water management system is either occupied by
buildings or is above the finished floor elevation of 20.5'.
Page 2 of 3
Lake Worth Christian School
Surface Water Management Study
April, 2007
3. FLOOD ROUTING CALCULATIONS
The flood routing calculations were performed using the South Florida Water
Management District's Cascade 2001. The key results from the calculations are
summarized below. The output from Cascade 2001 for each run follows at the end
of this report.
PERMITTED
19.70
19.32
17.45
PROPOSED
19.71
19.33
17.45
PROVIDED
20.50
19.50
18.68
In conclusion we have enough retention area to accommodate the change in
pervious-impervious area with a minimum impact on the previous stages. However
the stages used on the design are higher than the minimum.
4. CASCADE OUTPUT
The output from the modeling runs using Cascade 2001 are attached for the
following conditions:
. 100-yr, 3-day Storm
. 100-yr, 1-day Storm
. 25-yr, 3-day Storm
. 5-yr, 1-day Storm
Page 3 of 3
Cascade 2001 Version r.v
File: 1209-100y3d-041107 Date: April 12, 2007
Page 1
Project Name: Lake Worth
Reviewer: JIV
Project Number: 1209
Period Begin: Jan 01,
Time Step: 0.06 hr,
Christian School - Athletic Complex (100yr, 3day)
2000;0000 hr End: Jan 05, 2000;0000 hr Duration: 96 hr
Iterations: 10
Basin 1: LWCS Athletic Complex
Method: Santa Barbara Unit Hydrograph
Rainfall Distribution: SFWMD - 3day
Design Frequency: 100 year
3 Day Rainfall: 17 inches
Area: 10.5 acres
Ground Storage: 10.28 inches
Time of Concentration: 0.5 hours
Initial Stage: 14 ft NGVD
Stage
(ft NGVD)
Storage
(acre-ft)
14.00
15.00
16.00
17.00
18.00
18.50
19.00
19.50
20.00
20.50
0.00
0.23
0.60
1.11
1. 76
2.51
4.05
6.42
9.59
13.48
Offsite Receiving Body: Offsite1
Time
(hr)
Stage
(ft NGVD)
0.00
120.00
0.00
0.00
Structure: 1
From Basin: LWCS Athletic Complex
To Basin: Offsite1
Structure Type: Gravity
Weir: None
Bleeder: None
Pipe: None
Time
(hr)
Cumulative
Rainfall
(in)
Instant
Runoff
(cfs)
Current
Discharge
(cfs)
Cumulative
Discharge
(acre-ft)
Head Water
Stage
(ft NGVD)
Tail Water
Stage
(ft NGVD)
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
0.00 0.00 0.00 0.00 0.00 14.00 0.00
1. 02 0.08 0.00 0.00 0.00 14.00 0.00
1. 98 0.15 0.00 0.00 0.00 14.00 0.00
3.00 0.23 0.00 0.00 0.00 14.00 0.00
4.02 0.31 0.00 0.00 0.00 14.00 0.00
4.98 0.38 0.00 0.00 0.00 14.00 0.00
6.00 0.46 0.00 0.00 0.00 14.00 0.00
7.02 0.53 0.00 0.00 0.00 14.00 0.00
7.98 0.61 0.00 0.00 0.00 14.00 0.00
9.00 0.68 0.00 0.00 0.00 14.00 0.00
10.02 0,76 0.00 0.00 0.00 14.00 0.00
10.98 0.84 0.00 0.00 0.00 14.00 0.00
12.00 0.91 0.00 0.00 0.00 14.00 0.00
13.02 0.99 0.00 0.00 0.00 14.00 0.00
13.98 1. 06 0.00 0.00 0.00 14.00 0.00
Cascade 2001 Version l..J
File: 1209-100y3d-041107 Date: April 12, 2007 Page 2
Cumulative Instant Current Cumulative Head Water Tail Water
Time Rainfall Runoff Discharge Discharge Stage Stage
(hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (it NGVD)
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
15.00 1.14 0.00 0.00 0.00 14.00 0.00
16.02 1. 22 0.00 0.00 0.00 14.00 0.00
16.98 1. 29 0.00 0.00 0.00 14.00 0.00
18.00 1. 37 0.00 0.00 0.00 14.00 0.00
19.02 1. 45 0.00 0.00 0.00 14.00 0.00
19.98 1. 52 0.00 0.00 0.00 14.00 0.00
21.00 1. 60 0.00 0.00 0.00 14.00 0.00
22.02 1. 68 0.00 0.00 0.00 14.00 0.00
22.98 1. 75 0.00 0.00 0.00 14.00 0.00
24.00 1. 83 0.00 0.00 0.00 14.00 0.00
25.02 1. 94 0.00 0.00 0.00 14.00 0.00
25.98 2.05 0.00 0.00 0.00 14.00 0.00
27.00 2.16 0.01 0.00 0.00 14.00 0.00
28.02 2.27 0.04 0.00 0.00 14.01 0.00
28.98 2.38 0.06 0.00 0.00 14.03 0.00
30.00 2.49 0.08 0.00 0.00 14.05 0.00
31.02 2.61 0.11 0.00 0.00 14.09 0.00
31.98 2.71 0.13 0.00 0.00 14.13 0.00
33.00 2.83 0.15 0.00 0.00 14.18 0.00
34.02 2.94 0.17 0.00 0.00 14.24 0.00
34.98 3.05 0.19 0.00 0.00 14.30 0.00
36.00 3.16 0.21 0.00 0.00 14.37 0.00
37.02 3.27 0.23 0.00 0.00 14.45 0.00
37.98 3.38 0.24 0.00 0.00 14.53 0.00
39.00 3.49 0.26 0.00 0.00 14.62 0.00
40.02 3.60 0.28 0.00 0.00 14.72 0.00
40.98 3.71 0.30 0.00 0.00 14.82 0.00
42.00 3.82 0.31 0.00 0.00 14.93 0.00
43.02 3.94 0.33 0.00 0.00 15.03 0.00
43.98 4.04 0.34 0.00 0.00 15.10 0.00
45.00 4.16 0.36 0.00 0.00 15.18 0.00
46.02 4.27 0.37 0.00 0.00 15.26 0.00
46.98 4.38 0.39 0.00 0.00 15.35 0.00
48.00 4.49 0.40 0.00 0.00 15.44 0.00
49.02 4.62 0.46 0.00 0.00 15.54 0.00
49.98 4.74 0.48 0.00 0.00 15.64 0.00
51. 00 4.89 0.59 0.00 0.00 15.76 0.00
52.02 5.06 0.70 0.00 0.00 15.90 0.00
52.98 5.26 0.92 0.00 0.00 16.06 0.00
54.00 5.53 1.19 0.00 0.00 16.23 0.00
55.02 5.85 1. 50 0.00 0.00 16.45 0.00
55.98 6.20 1. 83 0.00 0.00 16.71 0.00
57.00 6.63 2.29 0.00 0.00 17.04 0.00
58.02 7.17 3.00 0.00 0.00 17.39 0.00
58.98 7.84 4.33 0.00 0.00 17.82 0.00
60.00 12.70 42.40 0.00 0.00 18.65 0.00
61.02 14.10 13.87 0.00 0.00 19.22 0.00
61.98 14.71 6.42 0.00 0.00 19.38 0.00
63.00 15.12 3.72 0.00 0.00 19.46 0.00
64.02 15.50 3.23 0.00 0.00 19.52 0.00
64.98 15.72 2.13 0.00 0.00 19.55 0.00
66.00 15.95 1. 97 0.00 0.00 19.58 0.00
67.02 16.18 1.96 0.00 0.00 19.60 0.00
67.98 16.40 1.96 0.00 0.00 19.63 0.00
69.00 16.55 1. 40 0.00 0.00 19.65 0.00
70.02 16.70 1. 33 0.00 0.00 19.67 0.00
70.98 16.85 1. 32 0.00 0.00 19.68 0.00
72.00 17.00 1. 32 0.00 0.00 19.70 0.00
73.02 17.00 0.17 0.00 0.00 19.71 0.00
73.98 17.00 0.03 0.00 0.00 19.71 0.00
75.00 17.00 0.00 0.00 0.00 19.71 0.00
76.02 17.00 0.00 0.00 0,00 19.71 0.00
76.98 17,00 0.00 0.00 0.00 19.71 0.00
78.00 17.00 0.00 0.00 0.00 19.71 0.00
79.02 17.00 0.00 0.00 0.00 19.71 0.00
79.98 17.00 0.00 0.00 0.00 19.71 0.00
Cascade 2001 Version l~J
File: 1209-100y3d-041107 Date: April 12, 2007
Page 3
Time
(hr)
81.00
82.02
82.98
84.00
85.02
85.98
Cumulative
Rainfall
(in)
17.00
17.00
17.00
17.00
17.00
17.00
Instant
Runoff
(cfs)
0.00
0.00
0.00
0.00
0.00
0.00
Current
Discharge
(cfs)
0.00
0.00
0.00
0.00
0.00
0.00
Struc
STRUCTURE MAXIMUM AND MINIMUM DISCHARGES.
1
Max (cfs)
Time (hr)
Min (cfs)
0.00
BASIN MAXIMUM AND MINIMUM STAGES
LWCS Athletic
0.00
Basin
Max (ft)
Time (hr)
76.32
0.00
Min (ft)
BASIN WATER BUDGETS (all units in acre-ft)
LWCS Athletic
19.71
Basin
Total Structure Structure
Runoff Inflow Outflow
7.74
0.00
0.00
Time (hr)
14.00
Cumulative
Discharge
(acre-ft)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Time (hr)
Initial
Storage
0.00
Head Water
Stage
(ft NGVD)
19.71
19.71
19.71
19.71
19.71
19.71
0.00
Final
Storage
7.74
Tail Water
Stage
(ft NGVD)
0.00
0.00
0.00
0.00
0.00
0.00
Residual
0.00
Cascade 2001 Version ~.J
File: 1209-100y1d-041107 Date: April 12, 2007
Page 1
Project Name: Lake Worth
Reviewer: JIV
Project Number: 1209
Period Begin: Jan 01,
Time Step: 0.06 hr,
Christian School - Athletic Complex (100yr, 1day)
2000;0000 hr End: Jan 02, 2000;1200 hr Duration: 36 hr
Iterations: 10
Basin 1: LWCS Athletic Complex
Method: Santa Barbara Unit Hydrograph
Rainfall Distribution: SFWMD - 24 hr
Design Frequency: 100 year
1 Day Rainfall: 12 inches
Area: 10.5 acres
Ground Storage: 10.28 inches
Time of Concentration: 0.5 hours
Initial Stage: 14 ft NGVD
Stage
(ft NGVD)
Storage
(acre-ft)
14.00
15.00
16.00
17.00
18.00
18.50
19.00
19.50
20.00
20.50
0.00
0.23
0.60
1.11
1. 76
2.51
4.04
6.41
9.56
13.44
Offsite Receiving Body: Offsite1
Time
(hr)
Stage
(ft NGVD)
0.00
120.00
0.00
0.00
Structure: 1
From Basin: LWCS Athletic Complex
To Basin: LWCS Athletic Complex
Structure Type: Gravity
Weir: None
Bleeder: None
Pipe: None
Time
(hr)
Cumulative
Rainfall
(in)
Instant
Runoff
(cfs)
Current
Discharge
(cfs)
Cumulative
Discharge
(acre-ft)
Head Water
Stage
(ft NGVD)
Tail Water
Stage
(ft NGVD)
0.00 0.00 0.00 0.00 0.00 14.00 14.00
1. 02 0.12 0.00 0.00 0.00 14.00 14.00
1. 98 0.24 0.00 0.00 0.00 14.00 14.00
3.00 0.38 0.00 0.00 0.00 14.00 14.00
4.02 0.54 0.00 0.00 0.00 14.00 14.00
4.98 0.74 0.00 0.00 0.00 14.00 14.00
6.00 1. 00 0.00 0.00 0.00 14.00 14.00
7.02 1. 30 0.00 0.00 0.00 14.00 14.00
7.98 1. 64 0.00 0.00 0.00 14.00 14.00
9.00 2.05 0.00 0.00 0,00 14.00 14.00
10.02 2.57 0.29 0.00 0.00 14.04 14.04
10.98 3.21 1. 06 0.00 0.00 14.25 14.25
12.00 7.87 26.82 0.00 0.00 16.25 16.25
13.02 9.22 10.01 0.00 0.00 18.27 18.27
13.98 9.80 4.99 0.00 0.00 18.57 18.57
Cascade 2001 Version 1.u
File: 1209-100y1d-041107 Date: April 12, 2007
Page 2
Time
(hr)
Cumulative
Rainfall
(in)
Instant
Runoff
(cfs)
Current
Discharge
(cfs)
Cumulative
Discharge
(acre-ft)
Head Water
Stage
(ft NGVD)
Tail Water
Stage
(ft NGVD)
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
15.00 10.20 3.01 0.00 0.00 18.67 18.67
16.02 10.56 2.66 0.00 0.00 18.75 18.75
16.98 10.77 1. 77 0.00 0.00 18.80 18.80
18.00 10.99 1. 64 0.00 0.00 18.85 18.85
19.02 11. 21 1. 64 0.00 0.00 18.89 18.89
19.98 11. 42 1. 65 0.00 0.00 18.93 18.93
21. 00 11.57 1.18 0.00 0.00 18.97 18.97
22.02 11.71 1.13 0.00 0.00 19.00 19.00
22.98 11. 85 1.12 0.00 0.00 19.02 19.02
24.00 12.00 1.13 0.00 0.00 19.04 19.04
25.02 12.00 0.15 0.00 0.00 19.05 19.05
25.98 12.00 0.02 0.00 0.00 19.05 19.05
27.00 12.00 0.00 0.00 0.00 19.05 19.05
28.02 12.00 0.00 0.00 0.00 19.05 19.05
28.98 12.00 0.00 0.00 0.00 19.05 19.05
30.00 12.00 0.00 0.00 0.00 19.05 19.05
31. 02 12.00 0.00 0.00 0.00 19.05 19.05
31.98 12.00 0.00 0.00 0.00 19.05 19.05
STRUCTURE MAXIMUM AND MINIMUM DISCHARGES
Struc
Max (cfs)
Time (hr)
Min (cfs)
Time (hr)
1
0.00
0.00
0.00
0.00
BASIN MAXIMUM AND MINIMUM STAGES
Basin
Max (ft)
Time (hr)
Min (ft)
Time (hr)
LWCS Athletic
19.05
28.44
14.00
0.00
BASIN WATER BUDGETS (all units in acre-ft)
Basin
Total Structure Structure
Runoff Inflow Outflow
Initial
Storage
Final
Storage
Residual
LWCS Athletic
4.28
0.00
0.00
0.00
4.28
0.00
Cascade 2001 Version i_J
File: 1209-25y3d-041107 Date: April 12, 2007
Page 1
Project Name: Lake Worth
Reviewer: JV
Project Number: 1209
Period Begin: Jan 01,
Time Step: 0.06 hr,
Christian School - Athletic Complex (25yr, 3day)
2000;0000 hr End: Jan 05, 2000;0000 hr Duration: 96 hr
Iterations: 10
Basin 1: LWCS Athletic Complex
Method: Santa Barbara Unit Hydrograph
Rainfall Distribution: SFWMD - 3day
Design Frequency: 25 year
3 Day Rainfall: 14 inches
Area: 10.5 acres
Ground Storage: 10.28 inches
Time of Concentration: 0.5 hours
Initial Stage: 14 ft NGVD
Stage
(ft NGVD)
Storage
(acre-ft)
14.00
15.00
16.00
17.00
18.00
18.50
19.00
19.50
20.00
20.50
0.00
0.23
0.60
1.11
1. 76
2.51
4.05
6.42
9.59
13.48
Offsite Receiving Body: Offsite1
Time
(hr)
Stage
(ft NGVD)
0.00
120.00
0.00
0.00
Structure: 1
From Basin: LWCS Athletic Complex
To Basin: Offsite1
Structure Type: Gravity
Weir: None
Bleeder: None
Pipe: None
Time
(hr)
Cumulative
Rainfall
(in)
Instant
Runoff
(cfs)
Current
Discharge
(cfs)
Cumulative
Discharge
(acre-ft)
Head Water
Stage
(ft NGVD)
Tail Water
Stage
(ft NGVD)
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
0.00 0.00 0.00 0.00 0.00 14.00 0.00
1. 02 0.06 0.00 0.00 0.00 14.00 0.00
1. 98 0.12 0.00 0.00 0.00 14.00 0.00
3.00 0.19 0.00 0.00 0.00 14.00 0.00
4.02 0.25 0.00 0.00 0.00 14.00 0.00
4.98 0.31 0.00 0.00 0.00 14.00 0.00
6.00 0.38 0.00 0.00 0.00 14.00 0.00
7.02 0.44 0.00 0.00 0.00 14.00 0.00
7.98 0.50 0.00 0.00 0.00 14.00 0.00
9.00 0.56 0.00 0.00 0.00 14.00 0.00
10.02 0.63 0.00 0.00 0.00 14.00 0.00
10.98 0.69 0.00 0.00 0.00 14.00 0.00
12.00 0.75 0.00 0.00 0.00 14.00 0.00
13.02 0.82 0.00 0.00 0.00 14.00 0.00
13.98 0.88 0.00 0.00 0.00 14.00 0.00
Cascade 2001 Version J
File: 1209-25y3d-041107 Date: April 12, 2007 Page 2
Cumulative Instant Current Cumulative Head Water Tail Water
Time Rainfall Runoff Discharge Discharge Stage Stage
(hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD)
===============================================================================
15.00 0.94 0.00 0.00 0.00 14.00 0.00
16.02 1. 00 0.00 0.00 0.00 14.00 0.00
16.98 1. 06 0.00 0.00 0.00 14.00 0.00
18.00 1.13 0.00 0.00 0.00 14.00 0.00
19.02 1.19 0.00 0.00 0.00 14.00 0.00
19.98 1. 25 0.00 0.00 0.00 14.00 0.00
21.00 1. 32 0.00 0.00 0.00 14.00 0.00
22.02 1. 38 0.00 0.00 0.00 14.00 0.00
22.98 1. 44 0.00 0.00 0.00 14.00 0.00
24.00 1. 50 0.00 0.00 0.00 14.00 0.00
25.02 1. 60 0.00 0.00 0.00 14.00 0.00
25.98 1. 69 0.00 0.00 0.00 14.00 0.00
27.00 1. 78 0.00 0.00 0.00 14.00 0.00
28.02 1. 87 0.00 0.00 0.00 14.00 0.00
28.98 1.96 0.00 0.00 0.00 14.00 0.00
30.00 2.05 0.00 0.00 0.00 14.00 0.00
31. 02 2.15 0.01 0.00 0.00 14.00 0.00
31. 98 2.23 0.02 0.00 0.00 14.01 0.00
33.00 2.33 0.04 0.00 0.00 14.02 0.00
34.02 2.42 0.06 0.00 0.00 14.04 0.00
34.98 2.51 0.07 0.00 0.00 14.06 0.00
36.00 2.60 0.09 0.00 0.00 14.09 0.00
37.02 2.69 0.10 0.00 0.00 14.12 0.00
37.98 2.78 0.12 0.00 0.00 14.16 0.00
39.00 2.88 0.13 0.00 0.00 14.21 0.00
40.02 2.97 0.14 0.00 0.00 14.26 0.00
40.98 3.06 0.16 0.00 0.00 14.31 0.00
42.00 3.15 0.17 0.00 0.00 14.37 0.00
43.02 3.24 0.18 0.00 0.00 14.43 0.00
43.98 3.33 0.20 0.00 0.00 14.50 0.00
45.00 3.42 0.21 0.00 0.00 14.57 0.00
46.02' 3.52 0.22 0.00 0.00 14.65 0.00
46.98 3.61 0.23 0.00 0.00 14.73 0.00
48.00 3.70 0.24 0.00 0.00 14.82 0.00
49.02 3.80 0.28 0.00 0.00 14.91 0.00
49.98 3.90 0.30 0.00 0.00 15.01 0.00
51. 00 4.03 0.37 0.00 0.00 15.09 0.00
52.02 4.17 0.44 0.00 0.00 15.18 0.00
52.98 4.33 0.59 0.00 0.00 15.29 0.00
54.00 4.55 0.78 0.00 0.00 15.45 0.00
55.02 4.82 1. 00 0.00 0.00 15.65 0.00
55.98 5.10 1. 23 0.00 0.00 15.89 0.00
57.00 5.46 1. 57 0.00 0.00 16.15 0.00
58.02 5.90 2.08 0.00 0.00 16.45 0.00
58.98 6.46 3.05 0.00 0.00 16.84 0.00
60.00 10.46 31. 48 0.00 0.00 18.16 0.00
61. 02 11.61 10.46 0.00 0.00 18.85 0.00
61. 98 12.12 4.89 0.00 0.00 19.02 0.00
63.00 12.45 2.85 0.00 0.00 19.09 0.00
64.02 12.77 2.49 0.00 0.00 19.13 0.00
64.98 12.95 1. 64 0.00 0.00 19.17 0.00
66.00 13.13 1. 52 0.00 0.00 19.19 0.00
67.02 13.32 1. 51 0.00 0.00 19.22 0.00
67.98 13.50 1. 52 0.00 0.00 19.25 0.00
69.00 13.63 1. 09 0.00 0.00 19.27 0.00
70.02 13.76 1. 03 0.00 0.00 19.29 0.00
70.98 13.87 1. 02 0.00 0.00 19.30 0.00
72.00 14.00 1. 03 0.00 0.00 19.32 0.00
73.02 14.00 0.13 0.00 0.00 19.33 0.00
73.98 14.00 0.02 0.00 0.00 19.33 0.00
75.00 14.00 0.00 0.00 0.00 19.33 0.00
76.02 14.00 0.00 0.00 0.00 19.33 0.00
76.98 14.00 0.00 0.00 0.00 19.33 0.00
78.00 14.00 0.00 0.00 0.00 19.33 0.00
79.02 14.00 0.00 0.00 0.00 19.33 0.00
79.98 14.00 0.00 0.00 0.00 19.33 0.00
Cascade 2001 Version .0
File: l209-25y3d-04ll07 Date: April 12, 2007
Time
(hr)
Cumulative
Rainfall
(in)
Current
Discharge
(cfs)
Instant
Runoff
(cfs)
Cumulative
Discharge
(acre-ft)
Page 3
Head Water
Stage
(ft NGVD)
Tail Water
Stage
(ft NGVD)
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
81.00
82.02
82.98
84.00
85.02
85.98
14.00
14.00
14.00
14.00
14.00
14.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
STRUCTURE MAXIMUM AND MINIMUM DISCHARGES
0.00
0.00
0.00
0.00
0.00
0.00
Struc
Time (hr)
Min (cfs)
-------------------------------------------------------
-------------------------------------------------------
Max (cfs)
Time (hr)
1
0.00
-------------------------------------------------------
-------------------------------------------------------
0.00
0.00
0.00
BASIN MAXIMUM AND MINIMUM STAGES
19.33
19.33
19.33
19.33
19.33
19.33
Basin
Min (ft)
---------------------------------------------------------------
---------------------------------------------------------------
Time (hr)
Max (ft)
Time (hr)
---------------------------------------------------------------
---------------------------------------------------------------
LWCS Athletic
19.33
76.74
BASIN WATER BUDGETS (all units in acre-ft)
14.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Basin
Total Structure Structure
Runoff Inflow Outflow
---------------------------------------------------------------------------------
---------------------------------------------------------------------------------
Residual
Initial
Storage
Final
Storage
LWCS Athletic
0.00
---------------------------------------------------------------------------------
---------------------------------------------------------------------------------
0.00
5.61
0.00
0.00
5.61
Cascade 2001 Version 0
File: 1209-5yd-041107 Date: April 12, 2007
Page 1
Project Name: Lake Worth
Reviewer: JIV
Project Number: 1209
Period Begin: Jan 01,
Time Step: 0.06 hr,
Christian School - Athletic Complex (5yr, 1day)
2000;0000 hr End: Jan 02, 2000;1200 hr Duration: 36 hr
Iterations: 10
Basin 1: LWCS Athletic Complex
Method: Santa Barbara Unit Hydrograph
Rainfall Distribution: SFWMD - 24 hr
Design Frequency: 5 year
1 Day Rainfall: 7 inches
Area: 10.5 acres
Ground Storage: 10.28 inches
Time of Concentration: 0.5 hours
Initial Stage: 14 ft NGVD
Stage
(ft NGVD)
Storage
(acre-ft)
14.00
15.00
16.00
17.00
18.00
18.50
19.00
19.50
20.00
20.50
0.00
0.23
0.60
1.11
1. 76
2.51
4.04
6.41
9.56
13.44
Offsite Receiving Body: Offsite1
Time
(hr)
Stage
(ft NGVD)
0.00
120,00
0.00
0.00
Structure: 1
From Basin: LWCS Athletic Complex
To Basin: Offsite1
Structure Type: Gravity
Weir: None
Bleeder: None
Pipe: None
Time
(hr)
Cumulative
Rainfall
(in)
Instant
Runoff
(cfs)
Current
Discharge
(cfs)
Cumulative
Discharge
(acre-ft)
Head Water
Stage
(ft NGVD)
Tail Water
Stage
(ft NGVD)
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
0.00 0.00 0.00 0.00 0.00 14.00 0.00
1. 02 0.07 0.00 0.00 0.00 14.00 0.00
1. 98 0.14 0.00 0.00 0.00 14.00 0.00
3.00 0.22 0.00 0.00 0.00 14.00 0.00
4.02 0.32 0.00 0.00 0.00 14.00 0.00
4.98 0.43 0.00 0.00 0.00 14.00 0.00
6.00 0.58 0.00 0.00 0.00 14.00 0.00
7.02 0.76 0.00 0.00 0.00 14.00 0.00
7.98 0.95 0.00 0.00 0.00 14.00 0.00
9.00 1. 20 0.00 0.00 0.00 14.00 0.00
10.02 1. 50 0.00 0.00 0.00 14.00 0.00
10.98 1. 87 0.00 0.00 0.00 14.00 0.00
12.00 4.59 7.50 0.00 0.00 14.56 0.00
13.02 5.38 3.41 0.00 0.00 15.91 0.00
13.98 5.72 1. 88 0.00 0.00 16.32 0.00
Applicant's Name:
~ I ..2 C!'
Time and Date ofMe~ting l/v/(' oJ
Those attending meet~/ ~,/L
~a/U~~ ~I
PRE-APPLICATION CONTACT QUESTIONS
~ '&-I-4<<^- Phone:,(M- 737- 3731
f d
1. HAVE YOU SPOKEN TO ANY STAFF MEMBER ABOUT THE PROJECT?
Yes No
(IF YES, HA VB THOSE STAFF MEMBERS BEEN SCHEDULED FOR THE PRE-
APPLICATION MEETING?
STAFF MEMBERS NAME:
LOCATION OF PROPERTY (CROSS STREETS/INTERSECTIONS)
~4 !t.diIh.~~;t<~fi:;?J.~ ~~
WHAT VlQULD YOU LIKE TO DO?
V NEW PROJECT
BUILDING EXPANSION OR MODIFICATION
CHANGE IN PRIOR USE?
IS THE STRUCTURE CURRENTLY VACANT?
VARIANCE TYPE:
POOL OR SCREEN ENCLOSURE
CO~RCLALPROPERTY?
RESIDENTLAL PROPERTY?
INDUSTRIAL PROPERTY?
DO YOU KNOW THE ZONING CODE DESIGNATION?
TIME AND DATE PREFERRED
HOW MANY PEOPLE WILL BE AT THE PRE-APP MEETING? c2
2.
3.
4.
5.
--,
C /Ji{J
Note: Tell the person that someone from the Department will call them to confirm the meeting.
.................................................................................,
· Pre-application meetings should be scheduled for a minimum of one (1) hour time module, and should be scheduled
no less than two (2) days prior to date/time of meeting. Ifurgency is sensed, discuss with Mike,
· Meetinf!:s may be scheduled:
Monday afternoons
Tuesday all day
Wednesday all day
Thursday mornings
Note: Mike is not available on Mondays between 11 :30 a.rn. and 2:30 p.rn.
S:\PIanning\Planning\Pre-App Fonn pp 1-3\Pre-application Fonn p I.doc
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F -APPLICATION CONFERENCE RE 3W FORM
Date Y -l-r: o~ Timy Started .3: bO
Attending as Applicant ~;V 6?V # Il/
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Phone ,) ~! - 1 J 7 - j 'I -3)"
Time Finished
Fax
Applicant Must Initial for Receipt of
Art in Public Places Ordinance 05-060 ~ and Art Program Info Sheet: *'
Proposed Project Information
Proposed Project Name and 11
TypelUse ",*~e ~ l"N!-I$TlA--N ~
Site Location (Address if Available) th~H 1l4/)fJU$ ~
Site peN
Existing Zoning
Existing Land Use.Density
Anticipated Submittal Date
Proposed Zoning
Proposed Land Use/Density
/
Vacant
Notes and Comments
*
.
~
~
~
~
~
l
Lot Area
Lot Frontage
Lot Depth
Setback
Height
Parking Requirements or Improvements
Landscaping/Buffering
Non-conforming Use or Change in Use
Other Zoning Changes Required
Hazardous Material
Notes/Comments/Recommendations ~
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NOTICE: The purpose of this conference shall be for staff and applicant to discuss overall community goals, I
objectives, policies and codes as related to the proposed development and to discuss site plan review procedures.
Opinions expressed at the pre-application conference are not binding for formal review purposes. Additional staff
comments may be forthcoming based on actual plans submitted for review. ~
S:\Planning\Planning\Pre-App Form pp 1-3\Pre-application Form p2.doc t
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PRE-APPLICATION MEETING
SIGN IN SHEET
PLEASE PRINT
MEETING DATE:
TIME:
ATTENDING FOR APPLICANT:
NOTICE: The purpose of this conference shall be for the staff and applicant to discuss overall
community goals, objectives, policies and codes as related to the proposed development and to
discuss site plan review procedures. Opinions expressed at the pre-application conference are not
binding for formal review purposes. Additional staff comments may be forthcoming based on actual
I b Ot d t vi
PI ans su Dl1 te or re ew.
City of Boynton Beach Attending for Applicant
Attendinl! Staff
G ~ ~ ~
L1tv/lA~ ~
S:\Plannlng\Planning\Pre-App Form pp 1-3\Pre-appllcation Form p3.doc
"
PROJECT NAME: Lake'Worth Christian School
LOCATION: 7592 High Ridge Road
PCN: 08-43-45-09-21-001-0360 & 0400, & 0410; 08-43-45-09-00-000-7070
FILE NO.: MSPM 07-003 I TYPE OF APPLICATION: I
CODS 07-003
AGENT/CONTACT PERSON: OWNER: Lake Worth Christian School
Arianne Neilsen - Land Design South Society,Inc
ADDRESS: 2101 Cetrepark West Drive, ADDRESS: 7592 High Ridge Road
Suite 100 West Palm Beach, FL 33409 Boynton Beach, FL 33426
FAX: 561-478-5012 PHONE: 561-586-8216
PHONE: 561-478-8501
Email: aneilsen@landdesignsouth.com
SUBMITTAL / RESUBMITTAL 4/25/07
1 ST REVIEW COMMENTS DUE:
PUBLIC NOTICE/ SIGNS 30 days /10 days 6/16/07
IP ARC:
TART MEETING: 5/29/07
LEGAL AD
PLANNING & DEVELOPMENT BOARD 6/26/07
MEETING:
COMMUNITY REDEVELOPMENT
AGENCY BOARD
CITY COMMISSION MEETING: 7/17/07
COMMENTS: JefF Zrf-O
S:\Planning\SHARED\WP\PROJECTS\Lake Worth Christian School\MSPM 07-003 CO US 07-003\2007 PROJECT TRACKING INFO.doc