REVIEW COMMENTS
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STAFF COMMENTS
THE HAMLET OF BOYNTON BEACH
SITE PLAN
BUILDING DEPARTMENT: See attached memo
FIRE DEPARTMENT: See attached memo
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ENGINEERING DEPARTMENT: See attached memo
UTI~ITIES DEPARTMENT: See attached memo
POLICE DEPARTMENT: See attached memo
PLANNING DEPARTMENT: See attached memo
RECREATION DEPARTMENT: See attached memo
FORESTER/HORTICULTURIST: See attached memo
COMMUNITY IMPROVEMENT: See attached memo
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BUILDING DEPARTMENT
MEMORANDUM NO. 90-132
April 4, 1990
TO: Timothy Cannon, Interim Planning Director
THRU: Don Jaeger, Building & Zoning Director
FROM: Michael E. Haag, Zoning & Site Development Administrator
RE: THE HAMLET - APARTMENTS
Upon review of the above mentioned project, the following
comments must be addressed in order to conform with Boynton Beach
City Codes:
1. Show, on ME-1, the location of each type of fixture
identified in fixture schedule.
2. All drawings and/or documents, submitted for public record
and prepared by a design professional, shall show original
raised seal and signature of a Florida registered design
professional responsible for the drawings.
3. Show, on site plan drawing, the setback dimension from east
property line to the guard house and the recreation
building.
Show, on site plan drawing, the setback distance from
the south property line to the guard house.
4.
'-:"
5.
t
Specify, on the elevation view drawings, the following
stair specifications: riser and tread size; landing sizes;
clear stair width, handrail and guardrail height, location
and rail configuration. All stair specifications must
comply with the applicable building codes.
6. South Florida Water Management District permit or letter of
exemption is required.
7. Lake Worth Drainage District permit or letter of exemption
is required.
8. State, on plans, that the internal sidewalk and road
intersection provide a handicapped accessible transition.
9. Show, on plans, the location of the required handicapped
parking space for buildings 9 and 10. Position the
handicapped parking spaces as close as possible to the
handicapped accessibility path leading to the handicapped
apartment unit.
10. Specify the slope of the handicapped parking space ramp.
11. Appropriately locate the handicapped parking space as
close as possible to the handicapped apartment unit (for
one bedroom and three bedroom units).
12. Show, on paving and drainage drawings, spot elevations
along the required handicapped accessibility walkway
leading to the handicapped apartment entrance from the
associated handicapped parking space. Where walkways have
a slope, identify slope and where required, provide
handrails.
(page 1 of 2)
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Memo: Timothy Cannon
The Hamlet
April 4, 1990
Page Two
13. Show, on paving and drainage drawings, spot elevations
along the required handicapped accessibility walkway
leading to the guard house, recreation building and all
other accessory amenities. From each associated
handicapped parking space, where walkways have a slope,
identify slope and, where required, provide handrail.
14. Show the location and identify the width, length and
elevation of the level platform that is required at the
entrance to each accessory building, including guard house.
15. Show, on the plans, elevation view of a typical length of
the fence that borders Northeast 4th Street. Identify the
height, type of material, type and color of finish material
proposed for the fence. Include a section view drawing
showing the foundation and all vertical and horizontal
structural materials and components, including the capped
columns.
16. Revise Safety Enclosure for pool area. Fence height is
required to be 4' with a rail configuration that will not
allow a 4" sphere to pass through. Show, on plans, an
elevation view of the pool fence showing height and rail
configuration and identify type of material.
17. Show size of project title signage. Specify, on plans,
that all signage must comply with sign code.
.~ 18. Show, on plans, the location and type of building
identification signage and site directional signs.
r 19. Show, on the landscape plans, the calculations needed to
achieve the required 50% native species count for both tree
and shrub landscape material.
20. Tree and shrub size specifications must meet the landscape
code minimum size requirements.
21. Show, on landscape plan A, 10 foot isosceles right triangle
at the side of the site ingress/egress accessway.
"Callout" that within the triangular space there is a clear
visibility, through the landscape material, between the
heights of 36" to 72".
22. Show, on plans, trees planted at a maximum of 40 feet on
center along the east border of the property, north of
entrance.
23. Provide a detailed plan view and full section view drawing
of the dumpster enclosure and pad. Identify type, size and
color of material used for the sides of the enclosure.
Identify the overall height, width and length. Identify
the size and type of all required vertical and horizontal
structural material and components for the dumpster
enclosure and pad.
ael E. Haag
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cc: Don Jaeger
HAMLET.SDD
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FIRE DEPARTMENT MEMORANDUM NO. 90-202 woe
TO:
JIM GOLDEN, PLANNING DEPARTMENT
FRm1 :
WILLIAM D. CAVANAUGH, FIRE DEPARTMENT
DATE:
APRIL 4, 1990
RE:
THE HAMLET APARTMENTS
STREET NAME AND UNIT ADDRESSING SHALL BE SUBMITTED AND
APPROVED BY BOTH THE BOYNTON BEACH POLICE DEPARTMENT AND FIRE
DEPARn1EtH.
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#U~-~c
WILLIAM D. CAVANAUGH,
FIRE PREVENTION OFFICER I
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MEMORANDUM
Utilities #90-213
TO: Timothy Cannon
Interim Planning Direc%r
FROM: John A. Guidry
Director of Utilities
DATE: April 4, 1990
SUBJECT: TRB Review - The Hamlet - Site Plan Resubmittal
We can approve this project, subject to the following conditions:
1. Relocate the in-line valve east of fire hydrant #6 to a
point just west of said hydrant.
2. The standard water service detail should indicate a ball
valve with a square nut adapter ~nd a valve box instead of a
ball corporation. Use brass nipples and adapters as
required.
3. Show all utility easements, specifying a 12~ easement for
water mains and meters. Sewer mains shall be in an easement
that is either 12' wide or twice the depth of the main,
whichever is greater.
t'
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bc: Peter Mazzella
xc: J. Scott Miller
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RECEIVED'
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MEMORANDUM
APR 4 1~90
PLANNINu ui.:.t"T.
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POLICE # 90-039
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TO:
Mr. James Golden
FROM:
Lt. Dale Hammack
RE:
The Hamlet
DATE:
April 3, 1990
As per our discussion at the Technical Review Board meeting of
3 April 1990, I am recommending the following:
1. stop Bars and stop signs at ends of all parking aisles
connecting to driveways. (5-142C)
2. ... Speed limit signs. 20 MPH throughout complex
3. Children Playing signs along roadway adjacent to recreation
area.
4. '~Comply with Security Construction Ordinance. (5-8G)
to!
I/. Cb>ohS ~
Lt. Dale Hammack
DH/cm
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PLANNING DEPARTMENT MEMORANDUM NO. 90-099
TO: Chairman and Members
Planning and Zoning Board
THRU:
Timothy P. Cannon ~c:
Interim Planning Director I'
FROM: James J. Golden
Senior City Planner
DATE: April 12, 1990
SUBJECT: The Hamlet of Boynton Beach - Site Plan
With respect to the above, please be advised of the following:
1.
Required parking for private recreation facilities can be
reduced by 75% (Section 11.H.16.e(12)(e) of Appendix
A-Zoning) .
2.
Proposed building colors must be shown on the blueprint
elevations (item no. 14 on site plan application checklist).
N.E. 4th Street to be dedicated and constructed between N.E.
16th Avenue and N.E. 20th Avenue prior to the issurance of a
Certificate of Occupancy (policy 2.6.2. of Comprehensive
Plan) .
3.
4.t'
Details on project signs have not been shown. For future
information, certain types of subdivision signs require site
plan approval.
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5.- There are several drainage inlet structures located in
pavement areas. These inlet structures must be relocated to
grassy swale or landscaped areas (policy 1.11.7 of
Comprehensive Plan and design requirements of Article X -
Parking Lots).
6. .Engineering drawings for turn lane and roadway improvements
to be included in set of plans submitted for sign-off prior
to permitting.
7. As outlined in the attached correspondence from the Palm
Beach County Traffic Engineer dated April 11, 1990, the
proposed project complies with the Countywide Traffic
Performance Standards Ordinance. Therefore, it is
recommended that the right turn lane referenced on page 11
of the traffic impact analysis prepared by Olsak &
Associates, Inc., dated February 1990, be constructed prior
to the issuance of a Certificate of Occupancy.
~ t. J7JLL
AME~ J. GOLDEN
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uoYn~ull 0\;11 Ta;t.,* L
Boant Of COUDt1 COlaml.alonc::w
Carol J. Elmquist, Chairman
Karen T. Marcus, Vice Chair
Carol A. Roberts
Ron Howard
Carole Phillips
County Admlnfltrator
ja.n Winter.
Apl"l1 11, 1 g90 .
Department of Engineering
and Public Works
James J. Golden
Senior City Planner
City of Boynton Beach
100 E. Boynton Beach Blvd.
P. O. Box 310 "
Boynton Beach, FL 33435-0310
Dear Mr. Goldan:
The Palm Beach County Traffic Division has reviewed the traffic impact study for
the project entitled The Hamlet at Boynton Beach, N.E. 20th Avenue/N.E, 4th
Street pursuant to Countywide Traffic Performance Ordinance (Ord. No. 90-7) and
Municipal Implementat10n Ordinance (Ord. No. 90-0). The County Traffic Division
has determined:
The project meets the 1990 Traffic Performance Standards Code of. Palm Beach
County because there are no overcapac1ty roadway segments within the
project's rad1us of development 1nfluence.under Test #1 and Test 12.
]f you have anY guest1~ns regarding the determination of the County Traffic
Division, please 'feel free to.contact me. or call 684-4030, Your transm1tta1 of
this traffic study for our review is appreciated.
Sincerely,
OImE OF THE COU~N~
l1an A. Ennis, P.E.~AICP
Dev~lopmgnt Review Engineer - Traffic Division'
AAE~cjlc.
File: New -.TPS - Traffic study RQvi9WS
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"An I:qud OpportUnIty. AffIrmatIve Action Employer"
BOX 2429 WEST PALM BEACH. FLORIDA 33402-2429 (407) 684.4000
@ prIfIt,cJ on "Cy~/fd ~r
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RECREATION & PARK MEMORANDUM #90-183
TO:
Jim Golden, Planning Department
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FROM:
John Wildner, Superintendent, Parks Division
THROUGH:
Charles c. Frederick, Director~~~
Recreation & Park Department . T-- ~
SUBJECT: Hamlet P.U.D.
DATE: April 5, 1990
We have reviewed the master plan for the Hamlet P.U.D. The
following comments are submitted:
1. Based on 24 multi-family dwelling units, the recreation land
dedication is computed to be 240 x .0150 = 3.6 acres.
2. Based on the following recreation elements provided:
1. swimming pool
2. recreation building
3. picnic area
4. tennis court
5. turf play field
6. children's play area
7. basketball courts
We recommend one-half credit be provided.
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3. The recreation impact fee will be determined based on
3.6 acres divided by 2 = 1.8 acres. As the development site
is fully developed and 1.8 acres for public parks dedication
are not available, it is not recommended that an acreage
dedication be required.
The developer is requesting a waiver of the fees required
for one-half credit. This is a policy issue which should be
addressed by the City Commission. The development has
provided private recreation facilities which exceed the
requirements for one-half credit. The acreage provided for
private recreation is 2.54 acres and should serve the
development adequately as a neighborhood park.
4. The developer shall provide specifications on the recreation
elements indicated to ensure commercial quality equipment is
provided. This should be provided prior to final signoff of
the project.
JFW:ad
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RECREATION & PARK MEMORANDUM #90-181
FROM:
Timothy Cannon, Interim Planning Director
Kevin J. Hallahan, Forester/Horticulturist
KJ1t
TO:
SUBJECT: The Hamlet of Boynton Beach - Site Plan
DATE: April 4, 1990
The following comments pertain to the landscape plans for the
above project:
1. The quantities of landscape materials should be included to
accurately determine the native species percentages (50%
native trees/30% native shrubs).
2. The Tree Management Plan document must be submitted and
adhered to prior to issuing the land clearing permit.
KJH:ad
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COMMUNITY IMPROVEMENT DEPARTMENT
MEMORANDUM
TO: .
April 4, 1990
James J. Golden ~l
Senior city Planne~~{~
Johnnetta Broomfield
Director
DATE:
FROM:
RE: TRB Comments: The Hamlet of Boynton Beach
The initiative that led to the city making a commitment to
financially support the above project (see attached letter dated
11/14/89) was the result of discussions with Mr. Thomas Hinners,
President, Florida Affordable Housing, Inc., and myself regarding
the content of the Affordable Housing package and what it would
take to make this development desirable in the City.
That package as represented to myself by Mr. Hinners included the
fol~owing: affordable apartment units for approximately 256
families (one, two & three bedroom units) , recreational
facilities(indoor & outdoor), on-site management, guard security,
the completion of N. E. 4 th street and the construction of a
day-care facility on the property located east of N.E. 4th street.
The site plan for development as submitted includes all of the
above with one exception; it does not include the building of a
day-care facility even though the survey as submitted includes the
~ite for the day-care center as a part of the total development.
Since the day-care facility (among other things) was one of the
~easons for my support and my recommendation to the city
Commission for their support, I would request that the developer
provide a response to the following as it relates to the total
development:
1) Is the developer still requesting/anticipating approximately
$200,000 from the City to complete N.E. 4th street and to upgrade
the Se\'lage Pumping Station #310 to accommodate the level of
development in the area or is this financial assistance no longer
needed.
2) Did the developer receive $1,000,000 in support of the
project from Palm Beach County. If you will recall (see attached
letter) support from the City was contingent upon the developer
receiving $1,000,000 from the County.
3) When will the developer submit site plans for the day-care
center and when is construction anticipated to be completed.
JB:kc
attachment
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THE HAMLET OF BOYNTON BEACH
NEW SITE PLAN
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Jay Fe1ner, Managing Partner for the Hamlet Joint Venture
Company, is requesting site plan approval to costruct a 240 unit
multi-family residential complex on 22.578 acres. The property
is located on the west side of N.E. 4th Street extended, between
N.E. 17th Avenue and N.E. 20th Avenue. The Technical Review
Board recommends approval of.this request subject to staff
comments, copies of which are attached.
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PLANNING DEPARTMENT MEMO NO. 90-082
TO: Chairman and Members
Planning and Zoning Board
and
Honorable Mayor and City Commissioners
FROM: Timothy P. Cannon
Interim Planning Director
DATE: April 3, 1990
SUBJECT: The Hamlet of Boynton Beach
As outlined in the attached correspondence from Jay FeIner, dated
April 2, 1990, the developer is requesting that the City
Commission consider reducing the 25% native habitat preservation
requirement to allow for the preservation of small scattered
pockets of micro-preserve. Although policy 4.3.5 of the
Comprehensive Plan is referenced, this policy concerns "A" rated
sites. The site is actually shown as a "B" rated site in the
Conservation Element of the City's Comprehensive Plan.
Therefore, the correct policy pertaining to "B" rated sites is
4.4.1 which states that "micro-preserves may be required oriented
to preservation of a minimum 25% of all native plant communities
which occur on site". POlicy 1.11.14 of the Future Land Use
Element of the City's Comprehensive Plan also concerns
preservation of 25% of native habitats. In addition, it should
be noted that, because the site has been significantly disturbed,
it i~ not subject to the County or City's environmentally
sensitive lands ordinances. The basis for this request is Policy
6.1.1 of the Housing Element, which is quoted on the second page
of this memorandum.
Concerning parks and recreation, the Recreation and Open Space
Element Support Documents of the City's Comprehensive Plan
require that a five acre public park site be provided in the
northeast corner of the site. Instead of dedicating the five
acre public park site, the developer is proposing to construct an
intensified private recreation facility in the center of the site
which consists of seven items:
1. Recreation building
2. Swimming pool
3. Tot lot (children's playground)
4. Picnic Area
5. Basketball courts (2)
6. Tennis court
7. Multi-purpose play field
Policy 1.8.2 requires that a parks and recreation dedication fee
be collected for projects which are not subject to the dedication
requirement contained in the Subdivision Regulations (rental
projects generally do not have to be platted). Policy 5.5.5 of
the Comprehensive Plan requires the payment of a parks and
recreation dedication fee in lieu of land dedication. The
formula for payment of the impact fee is contained in Article IX,
section 8 of Appendix C-Subdivisions and Platting. If five
private recreation items are provided which meet the criteria
within the ordinance, a 50% credit can be granted toward the
payment of the impact fee to the City. The developer has met
?5
these criteria. Therefore, based on a dedication requirement of
1.8 acres and a contracted land value of $1,125,000, the payment
to the City would be calculated as follows: $1,125,000 divided
by 23.6 acres equals $47,669. 49/acre which multiplied by 1.8
acres equals a payment of $85,805.08 to the City. The developer
is requesting that the City commission waive the $85,805.08 parks
and recreation fee.
The basis for the developer requesting the above exemptions and
waiver is policy 6.1.1 of the Comprehensive Plan Housing Element
which concerns provision of affordable housing:
Subsequent to Plan adoption, establish
procedures to provide information, technical
assistance, and explore possible incentives
to the private sector to maintain a housing
production capacity sufficient to meet the
required production. These possible incentives
could include assistance in land assembly,
below-market rate financing, allowances to
build on nonconforming lots, and density
increases.
With respect to the above, the developer's request is reasonable.
However, if it is the decision of the City Commission to approve
this request, the Planning Department will need to amend the
Recreation and Open Space and Capital Improvements Elements of
the Comprehensive Plan to remove the five acre public park which
is proposed to be located on this property.
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TI HY P. CANNON
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A:PM90-082
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THE HAMLEr JOINT VFN.l'URE
4723 W. Atlantic Avenue
Delray Beach, Fl~33445
April 2, 1990
Tim Cannon
Senior Planning Director
City-:of-.Boynton Beach
100 E. Boynton Bch. Blvd.
Boynton Beach, Fl 33425
Re: The Hamlet of Boynton Beach,
Low-income rental apartments
Dear Cor.~ssioners:
Tnis letter is a formal request to the city commission to grant the
Haclet Joint Venture incentives and credits for the above mentioned
development.
The development, as submitted to the city for site plan approval,
meets or exceeds comprehensive pIal policies in several areas~ The
site as it currently exists is a "B" rated, environmentally sensitive
property. Policy 4.3.5 of tbe Comprehensive Plan requires that 25%
of all native plant communiti-=s in "A" rated sites be preserved. Due
to the ratLlg and sccttered condition of thE existing ecosystem on th~
s"i.{-e, the p,eneral consenSll~ at the prelimi.nary technical reviev," board
r::::eting wes that expanded recreation facilities would take preced.:::nc'~
O~2r savine 25% of intact scrub habitat. The landscape plans suh~tte~
s!p~' small scattered po:::1~ets of micro preserve that w'i.ll be left intact.
Intense effort was extended in order to leave as much micro preserve CE
possible, as called for in policy 4.4.1 of the Comprehensive Plan,~nd
still allow the project to remain economically feasible.
A meeting was held with parks and recreation personnel to rrovide
specific criteria to guide the development and facilitation of the
recreation facilities for this project. The private recreation amenities
proposed are far in excess of tbe requireJ1ll'>Jlts of the Comprehensive rIll::
pulicy 5.5.2 for the 50% credit toward public park dedication. As a
result of the proposed site amenity package, a waiver of the recreation
impact fee is requested.
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/Continued:
We firmly believe that this project more than adequately serves the
requirements of the cities comprehensive plan and wishes of it's
citizenry.- and respectfully request the commission grant the waiver
and credits outlined herein.
ay elner
Managing Partner
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SITE PLAN APPROVAL APPLICATION
City of Boynton Beach, Florida
Planning and Zoning Board
This application must be filled out completely and accurately and
submitted in one (1) copy to the' Planning Department. Incomplete
applications will not be processed.
Please print legibly or type all information.
I. GENERAL INFORMATION
1. Project Name: The Hamlet of Boynton Beach
2. Date this application is accepted:
(to be filled out by Planning Dept.)
I
3. Applicant's name (person or business entity in whose name
this application is made):
'.
Hamlet Joint Venture Co.
Address:
4723 West Atlantic Blvd.
Delrav Beach. FL 33445
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Phone:
(407) 496-2000
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i 4. Agent's Name (person, if any, representing applicant):
Jav FeIner. Manaaina Partner
Address:
4723 West Atlantic Blvd.
Delrav Beach. FL 33445
Phone:
(407) 496-2000
5. Property OWner's (or Trustee's) Name:
Hamlet Joint Venture Co.
Address:
4723 West Atlantic Ave.
Delrav Beach, FL 33445
Phone:
(407) 496-2000
6. Correspondence address (if different than applicant or
agent)*:
* This is the address to which all agendas,
letters, and other materials will be mailed.
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Planning Dept. 1/89
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7. What"is applicant's interest in the premises affected?
(OWner, buyer, lessee, builder, developer, contract
purchaser, etc.) Contract Purchaser
8.
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Street address or location of site: West of N.E. 4th Street
South of N.E. 20th Avenue
Legal description of site and property control I:
See Site Plan
10. Intended use(s) of site: Multi-fami1v residential
11.
Developer or builder:
Hamlet Joint Venture Co.
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12. Architect: Slattery & Root Architects
13.
14.
Landscape Architect:
Joe Peterson
Site Planner:
Slattery & .Root Architects
15. Engineer: George Abou-joude
16. Surveyor: Obrian, : Sutter &.Obrian
17.
Traffic Engineer:
Ivan
18. Has a site plan been previously approved by the City
Commission for this property? No
19. Estimated construction costs of proposed improvements shown
on this site plan: $9,177,000.00
1
Planning Dept. 1/89
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.~ll II. SITE DATA
. : r :.The following information must be filled out below and must
1 ' 'appear, where applicable, on all six (6) copies of the site plan.
. I !i, : 1. Land Use Category Jhown in
the Comprehensive Plan Mu'~i-family residential
Page 3
2. Zoning District
3. Area of Site 21.08 acres 918,623 sq. ft.
4. Land Use -- Acreage Breakdown
a. Residential, including 16.83 acres 79.83 % of site
surrounding lot area or
grounds
b. Recreation Areas 'It 2.54 acres . 12.04 , of site
(excluding water area)
c. Water Area N/A acres % of site
d. Commercial N/A acres % of site
e. Industrial N/A acres % of site
f. Public/Institutional N/A acres , of site
g. Public, private and
Canal rights-of-way 1.71 acres . 8.13 % of site
. h. Other (specify) acres % of site'
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i. Other (specify) acres , of site
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j. Total area of site 21.08 acres 100 , of site
'It Including open space suitable for outdoor recreation,
and having a minimum dimension of 50 ft. by 50 ft.
5: Surface Cover
a. Ground floor building 120,960 sq. ft. 13.16 % of site
area ("building footprint")
b. Water area N/A sq. ft. , of site
c. Other impervious areas;
including paved area of
public & private s'treets,
paved area of parking d
I lots & driveways (ex- ~ .
eluding landscaped areas),
and sidewalks, patios,
decks, and athletic
courts. 327,642 .;q.ft. 35.66 % of site
d. Total impervious area 448,602 sq. ft. 48.8r-. % of site
e. Landscaped area 10,680
inside of parking lots
(20 sq. ft. per interior
parking space required-
see Sec. 7.5-35(g) of
Landscape.Code).
Planning Dept. 1/89
%' of site
sq. ft.
1.16
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f. Other landscaped areas, 423.051 sq. ft. 46.06
excluding water area
g. Other pervious areas,
including golf courses,
natural areas, yards, and
swales, but excluding
water areas 36.290
.~ of site
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sq. ft. 3.94
% of site
h. Total pervious areas 470.021 sq. ft. 51.16
i. Total area of site 918.623 sq. ft. 100
6. Floor Area
-.
a. Residential 165.504 sq. ft.
b. Commercial/Office N/A sq. ft.
,
c. Industrial/Warehouse N/A sq. ft.
d. Recreational 3.025 sq. ft.
e. Public/Institutional N/A sq. ft.
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f. Other (specify) . 1.225 sq. ft.
Laundry Building
g. Other (specify) 2.304 sq. ft.
. Office
. Management
h. Total floor area 172.058 sq. ft.
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7. Number of Residential Dwelling Units
.
a. Single-family detached N/A dwelling units
b. Duplex N/A dwelling units
"
c. Multi-Family (3 +
attached dwelling units)
(1) Efficiency. N/A dwelling units
(2) 1.Bedroom 72 dwelling units
(3) 2 Bedroom 136 dwelling units
(4 ) 3+ Bedroom 32 dwelling units
d. Total mUlti-family 240 dwelling units
e. Total number of dwelling units 240
of site
% of site
8.
Gross Density i_ 11.38
dwelling units per acre
9.
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Maximum height of structures on site 37
feet
2
stories
10. Required off-street ~arking
a. Calculation of required
number of off-street
parking spaces
b. Off-street parking spaces
provided on site plan
Recreational Area
a:: 5.2,
Recreational Area a:: 5~
Unit Parking a:: 482
240 Units x 2
.
= 480
Total Provided
a:: 534
)
Total Required
532
517 Standard + 17 Handicap
Planning Dept. 1/89
dd
Page 9
IV. MISCELLANEOUS
The following materials must be submitted in one (1) copy:
(check)
1. A check, payable to the City of Boynton Beach, as per
the attached fee schedule.
2. For projects that generate at least three thousand
(3,000) vehicle trips per day or two hundred and fifty
(250) single directional vehicle trips in a one (1)
hour period, a traffic impact analysis must be submitted
3. Any other engineering and/or technical data, as may be
required by the Technical Review Board to determine
compliance with the provisions of the City's Code of
Ordinances.
V. CERTIFICATION
(I) .(We) understand that this application and all papers and
plans submitted herewith become a part of the permanent
records of the Planning and Zoning Board. (I) (We) hereby
certify that the above statements and any statements or
showings in any papers or plans submitted herewith are true
to the best of (my) (our) knowledge and belief. This
application will not be accepted unless signed according to
the instructions below.
-
.
~tbik-
yf;Ao
Da,te
:
VI.
Agent
y'~o
(We) hereby designate the above signed person as (my) (ou
r)
ori~ regard to this
a ure of Owner(s) or Trustee,
A thorized Principal if property
~s owned by a corporation or other
business entity.
application.
Y~/90
Date
SPACE BELOW THIS LINE FOR OFFICE USE ONLY
Review Schedule:
Date Received:
Technical 'Review Board
Planning & zoning Board
Community Appearance Board
City Commission
Date
Date
Date
Date
Stipulations of Final Approval:
Other Government Agencies/Persons to be contacted:
l
Additional Remarks:
Planning Dept 1/89
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~ SLATTERY & ROOT
'-"' '1: ~. .~~~!i ITEC!~"...o
NOR'H 'AU' IE loCH nOR.,... ..011 us 1)1.
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::. '1: ARCHITECTS
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MILES
400. . 800 9)z:-1600 FEET
a:..J. p. N N
'I 11
.03 I
'-.,,/
/~
.
. LIGHTING FIXTURE SCHEDULE
- lYPE CATALOG NUMBER
"
c .. -. .'. WIDELITE
XLM-100-FT-S-DB-
S5DEG-XL-RPTA.
o WIDELlTE
FM-1000-C-QV
o ALT. HUBBELL
SLG-1000H-15X
SLG-1000H-16X
DESCRIPTION
250 HPS CUTOFF FIXTURE WI ARM TO MOUNT
TO ROUND POLE.
36' OA DIRECT BURY FIBERGLASS POLE WI 4" X
12" HANDHOLE & SMOOTH SURFACE VEIL.
SAME AS "A" EXCEPT DOUBLE HEAD.
SAME AS "A POLE" EXCEPTlWlN MOUNTING.
1000 MH CUTOFF FIXTURE W/5 DEGREE
UPTILT. MOUNTS TO TYPE "A POLE."
MUST ILLUMINAITE POOL TO 10 FC. MAINT'D.
NEMA TYPE 7 X 6 1000 MH FLOODS.
",-
"-
'.
A WIDELlTE .
XLS-250-3-S-DB
,A POLE SHERMAN
SB36-0-50-DB
~
B WIDELlTE
.(
13 POLE . SHERMAN
I
'I_ DPOLE
SHERMAN
TB46-C-200-DB
NEMA TYPE 5 & 6 PARABOLLlC SPORTUTERS.
COMPLETE WITH ALL NECESSARY MOUNTING
HARDWARE.
SAME AS "A.. P.OLE" EXCEPT TENON TOP & 46'
OA. COMPLETE WITH BULLHORNS WERE
REQUIRED.
,.._ .NEMA TYPE 3 X 5100 HPS COMPACT FLOOD
WI HPF BALLAST."
:, E
HUBBELL
-~ MIC-0100S-258
NOTE: CONTRACTOR TO VERIFY VOLTAGE PRIOR TO ORDERING FIXTURES.
POLES TO CONFORM TO S. FL. BUILDING CODE WITH SPECIFIED LOADS.
CONTRACTOR RESPONSIBLE FOR AIMING ALL SPORTS LIGHTING TO
BASED ON FACTORY COMPUTER DESIGNED AIMING DIAGRAM.
~ '.- "-', --;",; .... ~ ::.
..-.-------_. .-
. ... .....--._.... ...:...... . ..r' . .
, -ow ..__..... ....~.~
"
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;'
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/ ...
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mruRE TYPE A 'l (;
/
"':.if/iI" .,. ~.', -. . .'. ..'.1.... -.... t<..'.I:"t):". ~!>>'
. . :~{sj~1I~1~.~;~l:~\~~.:~ :~:, .::':';:;:)::~~~~\~!,~~~1E~
SPEClFlCA110NS
e:
o HOUSING
One-piece die-cast aluminurQ fixture
housing with integrally cast heavy-duty
hinges. Lens frame swings down for
easy lamp access. and is secured to fix-
ture housing by captive corrosion resis-
tant screws and gasketed for a positive
weatherproof seal.
o REFLECTOR
Single. piece hydroformed Alzak'" reflec-
tor is d~signed for consistent and effec-
tive photometric performance, Meets IES
definition of Type III cut-off distribution.
":-::.':_..:. .
~
~
.,.
...
o LENS
Shock resistant tempered glass lens.
ej,
n.m No.
I
o SOCKET
Premium glazed procelain mogul base
socket with reinforced center contact for
positive fit. Pulse rated to 4KV.
o BALLAST
Pre-wired high power factor regulating
ballast is designed for - 2QoF starting
temperature with metal halide or mer-
cury vapor lamps (-4QoF starting for
HPS). Coil and windings are copper.
Ballasts are mounted to an integral heat-
sink for effective heat transfer. Capacitor
(and starter for HPS models) are field
replaceable.
o MOUNTING
Standard factory installed extruded alu-
minum surface mounting arm provides
COMMERCIAL OUTDOOR
UGH11NG
175 to 400 watt HID
Excel.Lyte cut.off luminaires provide
excellent illumination for a wide range of
roadway and parking area applica!ions.
Superior optics minimize house. side light
trespass and maximize street.side throw for
effective light control. The architecturally-
styled housing features a durable polyester
. powder finish and full gasketing for long
service life and low maintenance,
APPLICATIONS
. Parking Areas
. Malls
. Parks
. Roadways
. Perimeters
. Outdoor Tennis Courts
easy installation to square or round
poles. (A rotating mounting plate permits
flush mounting to 4" minimum round or
square poles. Mounting plate is preset
at factory for square poles.) ,
Accessory extruded aluminum 4"
round tenon adapter permits the installa-
tion of up to four XL Series Luminaires
(speCify mounting configuration) to poles
with 2" (2:Ya" 00) x 4" tenons. An ac-
cessory surface mounting plate is also
available for mounting the fixture to
walls.
o GASKETS
Lens is permanently sealed to frame
with liquid silicone. Lens frame assem-
bly is sealed to the fixture housing by a
continuous neoprene rubber gasket.
o FASTENERS
Corrosion resistant.
o FINISH
Dark bronze Duraplex pOlyester powder
coating provides exceptional weather
resistance.
o U.L LISTED
o USER PROTECTION
Published three year limited warranty.
.c.
~
~7
..- .. --
. ORDeRING GUIDE - EXCEJ..L YTE LUMINAIRES
CaIaIog Numberl') Primary Une
. (wilh Surface Mount Btacket) VoIlage Watts
.400 WATT METAl HAUOEilAERCURY VAPOR lAMPS (TO -2O"F)
~3)-S-OB 1201208 "55
24012n
480
250 WATT METAL HAlIOEitwlEACURY VAPOR lAMPS (TO - 20"F) .
)(lM.2SO-{3)-S-CB 1201208 294
2401277
480
~ ~_,,:::=-:~,;.":17S WATT METAL HAUDEilAERCURY VAPOR LAMPS (TO -2O"F)
~.-_.._. -- -)(lM.175-(3)-S-OB -', 1201208 210
24012n
480
400 WATT HIGH PRESSURE SODIUM LAMPS (TO -4O"F)
)([S..COO.(3}-S-CB 1201208
. 2401277
~ ~ 480
A 250 WATT HIGH PRESSURE SODIUM lAMPS (TO -4O"F)
;,i#r25O-(3)-S-CB 1201208
24012n
480
150 WATT -55V HIGH PRESSURE SODIUM LAMPS (TO -4O"f)
Xl.S-150-(3)HX-55-S-DB 1201208 188 2,8011.60
2401277 1.401125
480 ,70
(1) Surlace tnoUltlng brackel15lilClOfy insIalled and fClIatlng mounting plate allows rilO be installed 10 eilhef round Ot square poles, ..- mil1"""'"'-
(2) AI 8aIIas1s are /ligh poMll' lac1Oto.
(3) \\:lIlag<< Slandard HID rUlltles are Iumished with HPF single voIlage ballasllor 120-1. 208~. 240... 277~. Ot 480v. To speedy. 8dd lIOIIage to- ~........ "".ll..-__L .
. Leulhan operating. .~: XlS-4OO-277-S-OB,
,.
~
f'
i
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l
i
C.
-
0P110NS (Factory Installed)
Description Component Catalog No.
Fused Ballasts
12Ov, or 2nv systems F1
208v, 24Ov, or 480v systems F2
Photocen Receptacle
Plug-in twist lock receptacle only.
Photocell not included P
. "
-;;--- :Q'<Af-r
~i"".
.
..
POlE MOUNTING (Tenon)
-
Una Current
Starting
Oper_
4.0012,30
2,0011.75
1.00
2.6011.50
1,30/1,12
0.65
1,8011.04
0.9010.78
0.45
465
4,3012.48
2,15/1.86
1.07
300
2,7511.60
1,3811.20
0.69
ACCESSORIES (Field Installed)
~~
"~ino
Re..;.,,,,.~
Description -.c
Glare Shield iOOlponent Catalog No.
Architectural bronze painted glare shield. Painted aluminU/lll sect""", GS-XL
field installed in patterns of two (any corner). three side or :four Sl~_ .~ be
tions. Four side assemblies provide 150 cut-off. four side ~semo.). ~''\~flOura-
Auxiliary Lens
Clear vandal-resistant polycarbonate shield protects lumiMlire fro.;"- '" .
gun pellent and other missiles. Note: To mount auxiliary lems ana...~ ~I<s. .alr-
on same lumina ire. consult factory. ~ ShIeld
Wall Mount Bracket
For mounting XL series with surface arms to walls or other mat surl,"",,- }fe
duty casting 6'h- x 6'h- x 2" deep with one ~4- tapped t:oIe on ~,\... avy-
sides for surface conduit. Four corner knockouts allow SW,XL to t>.,t.. ~~_~ur
to wall, . 'U\PJ
Pole Mount Tenon Adapters
Permits installation of XL series luminaire with surface arms to top I.'~"".... XLM.(.).DB
2" Std. pipe tenons (2%- 00) ~s With
.Specify drill mounting from configurations shown below.
One arm XLM-DM10-DB Three arrtlS @ 1~,.
Two arms @ goo XLM.DM09O-DB Four arrMI @ 90"
Two arms @ 180. XLM-DM2180-DB
WALl MOUNTING
l=1
l XL Series mounts to wan via
SW-XL mounting plale. Four
.. comer knockouts enable SW-XL
10 be lagged 10 wall.
=:..' ~-.MOUNTlNG CONFIGURATIONS
u. ., · POlE MOUNT1NG (So.ri...) ~
... Standard unils wilh surface arms
mounl directly to square pole
(4- min.) via (2) bollS, Rolating
mounting plate converts XL
Series to ..- round pole.
~~
'-,
Shpg.
WI. (Lbs.)
~illO
36
~...
""""1l'lQ
34.
34
42
38
'~T
35
AL-4-XL
SW-Xl:
XLM-DM312Q-DB
XLM-DM4090-DB
~.O4\
:r.. 04"
WIRE t'" ,'"'
, -'NeE
....
ORI~\ ~
FOflll \ .t..~NTING DIMENSIONS
. ......ARO SURFACE ARM
1~-
XLM Series tenon adaptors
convert XL Series ann
mounted fixtures to 2" tenon
mounting (21i1. 00).
~~
T
r-1-- XLM-DM1D-oe
L-r- EPA - 1.30
0-0
XLM-0M21llO-0B
EPA - 2.60
XLM-OM2090-DB XlM-OM3120-0B
EPA - 1,73 EPA - 2.60
. .
. . . -
--... -.--.. -.- _.. .,-,
.J
)(LM-DM<4090-0B
EPA - 3.03
....
04. .
3t.
.
.i
'" -
...
...
~ ~.
PHOTOMETRIC DATA
lsofootcandle chart
One 400w HPS mounted on 30 ft. pole
XlS-400
2
o
. 2
:I
4
,
-
:I
lsofootcandle chart
Four 400w HPS mounted on 30 ft pole
XlS-400
4
:I
2
o
2
:I
4 4
QUICK FIXTURE ESTIMATOR
XLSeries features SOo cut-olf with 43.5% of
the lamp lumens on street-side and only 14,5%
of the lamp lumens on house-side.
4
lsofootcandle chart
Two 400w HPS mounted on a 30 ft. pole
XLS-400
:I
2
4
o
2
:I
4
CONVERSION MULTIPLIERS
MTGHT LU400 LU2SO MVR4001U MVR2501U
20ft. 2.25 1,24 1,53 .92
25 ft. 1.44 ,79 ,98 .59
30 ft. 1.00 .55 .68 .41
35ft. ,73 .40 .50 .30
. 40 ft. .56 .31 .38 .23
The following guide is designed to help you
estimate average footcandle values on the
ground the fixtures at various mounting heights.
I~
,
WIdIIt
~
L8l_ IIMC1nll
~I
~i :6 250 WATT tIPS (lateral Spacing)
~ 40 50 60 60 70 80 90 100 110 120 130 140 150
25 8.9 7.1 5.9 5.1 4.5 40 2.6 3.2 30 2.7 2.5 2.4
25' 40 6.9 5.5 4.6 3.9 3.4 30 2.7 2.5 2.3 2.1 1.9 1.8
.---- 50 58 47 40 3.3 2.9 2.6 23 2.1 19 1.8 -
-
400 WATT tIPS (laIeral Spacing)
50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200
30 1.0 90 1.7 68 60 5.4 4.9 45 42 3.9 36 3.4 32
30' 45 8.9 7.3 6.3 5.4 4.9 4.4 4.0 3.7 3.4 3.1 2.9 2.7 2.6 2.4 2.3 2.2
60 7,1 59 5.0 4.4 39 3.5 3.2 2.9 2,7 2.4
250 WATT ~AL HAlIDE (laIera/ SpacIng)
40 50 80 70 80 90 100 110 120 130 140 150
25 8.4 6.7 5.6 4.8 4.2 3.7 3.4 3.0 2.8 2.6 2.4 2.2
25' 45 63 50 4.2 3.6 3.1 28 2.5 2.3 2.1 1.9 1.8 1,7
80 5.5 4.4 3.6 3.1 2.7 2.4 22 20 1.8 1.7 1.5 1.4
.'.....":, 400 WATT ~AL HAlIOE (laJeqI Spacing) - -
.. 50 80 70 80 90 100 110 120 130 140 150 180 170 180 190
30 1.8 6,5 U 48 4.3 3.9 3.5 32 3.0 2.8 2.11 2.4 2.3 2.2 20
30' .as U 58 4.11 4.0 35 32 U 2.7 2.5 2.3 2,1 2.0 1.9 1.8
80 52 4.3 3.7 3.3 2.9 2.11 2,4 2.2
----:-:~; :"'~~.:. .
.'~ .,,:.,~~~~~~~':
~;
/)7'..
. .
.--
',- > ,~: ~DlMENSIONS
. .
0-- -L DE] T .~
~ 3r 14. ~
T .1
.. ~~I~h.1Ir'3~.1
T r-1B.~. -r-14.--1
EPA-1.30 sq.IL
.
--
..
..
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, ~_._........._...__. . .
. . .. - .
- -. "- '-..~ .
--;--- --......-
---- ..-.... ....-.'
. -'. .
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. ~......._~~-
, ...;:::;~-
""")
. .
-. ..
"'~.' ~_: _:-:'::.~~"'. ;~:'''-'
!~.~~~=r_~.__._._
. ...... .........
.-- --. ~. .~ --
..---""'----------. . '. . - "---
~_=.:.~_.c_~.:.:t::_:=..::._.... 1 ':-. :...*U~_;~~;.;~~~~-:.....#'~......-.,~. I .._~;-~~~~~..:..
...
.
. Gii1lD"B company
W1DE-lITE
P,O, BOX 606
SAN MARCOS. TEXAS 78666
(512) 392-5821
FAX (512) 353-5822
e
:._::-.:...;:,..:.:;....;:.::: . -
.~ ~._..:.:.::.::::.::...:~~...'"-'.-
._._-~-'- ..--.--..
...;',.:._J
Specifications anCl Climenslons
are subject 10 change
without notice.
BULlETIN 0379-0389
Printed In USA
Copyright 1989
. .' -:. ';.. 1.. - . ~.: -
_ _ '":T. :-.."c"' - . ".".
". .
,.. ." .,-......,. -,".
"-. ....--_.._~......
- . ...:...:....~:~:~,~.-:~::~.~t::~_.._
-::c.
~o
POLE TYPE A P..lt. ,B Pok.
.
~
-.:SHERMAN
t,:; ,-
~ "
POLE DIVISION
DIRECT. SIDE
BURIAL ~_MouNr
FIBERGLASS POLES
NOMINAl ABOVE WGT.
CATAlOG MIG. SHAFT GROUND OF TIP BUTT
NUMBER HEIGHT LENGTH LENGTH POLE 0,0. 0,0.
(f1) (FT) (FT) (LB) (IN) ON)
SIDE MOUNT 501 LUMINAIRE
5 INGLE MAST ARM
5816-(;-50 .1 b.4 --n-;-4 8 ~ - 3.1 I. ~l .4 7.3 5.7 -1.
Jr." S820-C-50 11 9./' 15.75 4 3.7 7. 9 ~ .5 5.8 4.5 2.
f1JuiA: 5826-C-50 2 6.3 21.31 6 3.7 9.3 .0 5.0 3.5 2.
583 -C-5 9.51 4.58 7 3.7 ,0. .4 4.0 . 2-.
-c-s' b. .TS- --rT J.I ,1. .0 2.5 . J.
'I'" 583 -C-51 9:40 4.44 13 3.7 .2. '-0- 7.5 . 3.
r 584 -C-5 5.98 9.98 167 3.7 3. 2 .0 2.5 . 3.9
5816-0-50 .3 16 :;nr T.---.r-s- 40 4.41 7.97 ...7 -4-.4 3:5 1.7
B'o 5820-0-50-02 16 19.75 15.75 51 4.41 8.66 4.6 3.6 2.7 2.10
5826-0-50-02 21 26.31 21.31 72 4.41 10.08 4.4 3.4 2.5 3.00
fl.G 5830-0-50-02 25 29.58 24.58 93 4.41 10.79 4.0 -3.0 2.-3 3.30
31i-D-50-D2 31 36.15 31.15 148 4.41 12.20 4.0 3.0 2.2 3.50
- -" 583"9-0-50-02 34 39.44 34.44 175 4.41 12.91 4.0 3.0 2.2 3.50
r 584b-C-50-D2 40 45.98 39.98 261 3.70 13.62 4.0 3.0 2.2 3.60
..
~l
.
SIDE MOUNT
DOU8LE MAST ARM 180 DEGREES
\.'
)DI.l
TWO-SOl LUMINAIRES
EPA PER LUMINAIRE.
1. EPA RECOMMENDATIONS ARE CALCULATED PER AASHTO STANDARDS AND
INCLUDE A 30\ GUST FACTOR. 2. STATIC DEFLECTION OF POLE DOE5
NOT EXCEED 1.3' OF SHAFT LENGTH ABOVE GROUND. 3.EM8EDMENT DEPTH5
ARE BASED ON LATEST ANSI STANDARDS. 4.MAIN DEFLECTION UNDER FULL
EPA DOES NOT EXCEED ASTM STANDARDS
STANDARD: POLE CAP; SMALL ACCESS DOOR (2 1/2- X 5-) WITH COVER;
HOLES DRILLED FOR MAST ARM SELECTED; WIRE ENTRANCE
PROVIDED BELOW GROUND LEVEL; STANDARD COLORS - LIGHT GREY(1) ,
~~ ;~n~F'~~ ~ND ~LACK(31
. _~OPTI RGE ACCESS DOOR 14- X 12-)L)UNDERGROUND HOLE FOR ANTI-
~ R T ON P E INSERT; SPECIAL COLORS;TENON FOR
MOUNTING APPARATUS
NOTES:
.
'"
e
......,
TJP DlAME:TER
- SUI" ON POLE CAP
CAN IIC PAINTD
TO HATCH PaL
DEF. %
4EPA
46 MPH
t10UNTING to..a FtR
SUlE ARM IO.tlTS TO
IE DRJllE1l TO JUYER'$
SPEClF1CA TroNS.
2-t/2'xl!' HANlHllE \lITH
A CAST AI.. DClJl OR A
4'>d2" HANIlKlLE V1Tlt A
nlCRGLASS JlDQR.
CtPnDNAU.
-2-3/.. AHTl-flOTATltlN
THRU H1.ES CDP~
LIl1TTDHMAHCTER
:d!
';eo.
.0\
..
eJ
.. ...
-
. .
. CalaloO No.
fiXTURE TYPE
c
~~:-1-~;.: .
.: '.;':'- :":,.'
. .
Y":'!" ,.:-.
- \~.~~~~..
?;:Z~:~;~
',. "..t-,..
jl
- .;:: .: .~ ... .
. '.~1?f~.:.~~.:...-'
. ~.'. ...~.: .
. '..':~- ':::: :' .".
, .
...
Excel-Lyle 1000 luminaires are designed
to provide superior area illumination with
1000 watt metal halide and HPS lamps.
Computer-clesigned, high-efficiency reflec-
tor systems are available for either Type III
medium cut-off or forward throw cut-oll dis-
tribution. Very low EPA and wide pole spac-
ing make Excel-Lyle 1000 ideal for
shopping center applications. Its high per-
formance optics also make Excel.Lyte 1000
the perfect choice for automotive dealer-
ships and tennis court lighting.
TbIl Excel-Lyle 1000 combines crisparchi-
tectural styling with durable, enclosed and
. gasketed construction. The rounded con-
tour housing is single-piece, die-cast alumi-
num with a polyester powder coating for
mellent weather resistance. The tempered
glass lens is permanently sealed to a die-
cast lens frame which swings down for con-
venient relamping. The Excel-Lyte 1000
features a unique ballast assembly installed
in a cast aluminum mounting arm for ease
of maintenance and separation from lamp
heat. These quality construction features
provide long service lile and assure opti-
mum performance.
SPECIFICAnONS
D HOUSING
Precision one-piece die-cast aluminum
housing with rounded corners eliminates
leakage and unsightly weld seams, A
one-piece architecturally styled die-cast
aluminum lens frame swings down for
easy famp access, and is secured to fix-
Ilem No.
I
: ~ .~ .
. .."
': = '<.:.: :~.:';~,~3~:
ture housing by two captive screws. Bal-
last service door is held by two captive
screws and safety cable.
D LENS
Clear, tempered flat glass lens, or tem.
pered sag glass for BT.56 lamps. Both
lens styles are permanently sealed to
lens frame, .
D REFLECTOR
Fabricated from high purity pre-finished
anodized lighting sheet with reflectance
up to 86%. Optics are: IES Type III me-
dium cut-oil using E-25 1000 walt HPS
or BT.56 1000 watt metal halide or Cut-
off forward throw using BT-37 1000 walt
metal halide. Ideal for tennis courts. car
lots and perimeter lighting,
D SOCKET
Premium glazed porcelain mogul base
socket with reinforced center contact for
positive fit. HPS socket is pulse rated to
Excel-Lyte 1000
COMMERCIAL OUTDOOR
UGHnNG
1000 watt HID
APPLICATIONS
. Shopping Centers
. AulO Dealcr:;hips
. Parking Areas
. Outdoor Tennis Courts
. Malls
. Parks
. Roadways
. Perimeters
5KV.Lamp is held in precise photomet-
ric alignment and is protected from
breakage due to vibration by an insu-
lated lamp support at bulb end of lamp.
(E25 and BT56 only)
D BAllAST
Pre-wired high power factor regulating
ballast is designed for -20oF starting
temperatures with metal halide lamps
(-40"F for HPS lamps). Coil windings
are copper. Ballast compartment is sep-
arate from the lamp compartment. For
. cool operation. ballast mounting uses
full length dual-sided heat sinking for
effective heat transfer. Capacitor (and
starter for HPS models) is thermally iso-
lated from both the lamp compartment
and ballast compartment.
o MOUNTING
Standard factory installed cast aluminum
surface arm provides easy installation to
square poles or flat vertical surfaces,
Accessories are available that permit
flush mounting to 4- round or straight
square poles. -.---- -
D FINISH
Dark bronze Ultraclad polyester powder
coating for exceptional resistance to
weather and oxidation.
:-..-:-::-:";".:..c:.r.t'
D ULlISTED
o USER PROTECTION
Published three year limited warranty.
~6l
...
..
ORDERING GUIDE - EXCEL-L YTE 1000 LUMINAIRES
Une Current
Shpg.
WI. (Lbs,)
Catalog Number" Primary Une
(with Surface Mount Arm) Voltage WallS
lYPE 10 MEDIUM CUT .oFF DISTRIBUTION
1000 WATT METAl HAUDE lAMP BT56 ENVElOPE TO -2O"F
XLM-1000-3-(.)-S-OB 1201208 1070
240/277
480 ..
1000 WATT HIGH PRESSURE SODRJM LAMP E25 ENVELOPE TO -40oF
XLS- 1 000-3-(.)-5-0B 1201208 1090
2401277
480
.
BanastlZl
Type
Slarting
Opere
..
9,215.3
4.6/4.0
2.3
~}
Regulating
45
9,215.3
4.6/4,0
2,3
Regulating
49
CUT.oFF FORWARD THROW DISTRIBUTION
1000 WATT METAl HAlIDE lAMP BT37 ENVElOPE TO - 2Oof1'l
. XLM-1000-FT-r}S-OB 1201208 1070
2401277
480
A
9.215,3
4.6/4,0
2,3
Regulating
45
(0) Vo"age: Slandard HID fixtures are fumished with regulating HPF single \lollage ballast for 12OV. 208V, 24OV. 277V or 48OV. To specify add voltage to catalog
number. Example: )(LM.10Q0.3-2n.S-DB,
(1) Surface Mounting arm is factory installed.
(2) All ballasts are high pc1Ner factor.
(3) At time of catalog printing Venture Ughting International offers a 1000 walt lamp in a BT.37 envelope Catalog number MH.1ClOO-U-BT37.
. Less than operating,
0P110NS (Factory Installed)
.
Description Component Catalog No.
Photocell Receptacle P
Plug in twist-lock feceptacle only.
Photocell not included. Ordering
example: XLM- 1000-3-277 .S-OB-P.
Photo Control Button PB
Button type photo control factory
installed in side of surface mount-
ing arm. Specify voltage. (Not
available in 480V,) Ordering
example: XLM-1000-3-27~.
P8J208V. .~
. Surface Mounting Bracket Arm q~~g~~
with Uptilt
Tilts fixture up by approximately
5- or we. Ordering Example:
XLM.1OOQ..3-277 oS 1 OOEG-OB.
Mastfitter Bracket Arm SMF14
For mounting fIXture to a 2:V.- 00
tenon" Ordering Example:
XLMJ'f 000-3.277 -SMF14.0B,
FEATURES
ACCESSORIES (Field Installed)
Description
FusIng
Protects HID circuitry.
120v or 277v systems
208v. 240v or 4BOv systems
Round Pole Top Mounting Adaptor
For field allachment to standard surface arm converts unit for mount.
ing to round pole mounting (4- 0.0.).
Component Catalog No.
F1
F2
~
)
Two Ute Square Cross-Arm Mounting Bracket
For mounting two XL-10CO luminaires in-line. Mast fitter fits 2-~- 0,0.
pole top tenons.
Three Ute Square Cross-Arm Mounting Bracket .
For mounting three XL-1000 luminaires in-line. Mast fitter fits 4- 0,0.
pole top tenons.
Houseside Shield
Reduces light behind the pole. Painted dark bronze to match fixture.
4- Square Pole Mounting Adapter
For field allachment to standard surface arm allONs unit to be
mounted to a 4- square straight pole.
SCA-XL.21SQ-30.0B
. SCA-XL-31 80-30-0B
GS-XL
XL-4SPA.OB
Reflector HouU1g
Mogul Base Socket__
-.'.1000 HPS or 1000 MH C&C . --"~-:-:-:=-:-:-~..-:".~;:~.,"'~<~''''~~~;'P"
Ballast HousinglMounting Arm
...
Lens Frame Assembly
lens Frame Gasket
Forward ThrON (MH) Rellector
Cover Altachment Cable
.00.
,.,.J
Ground Screw
Photocell Button Side Mount
F1 Of F2 In-rl/lll Fusing
...33
"..-
--.- -- --- ~- -.
. . .
. '._ :_;~:DlMENSIONS
-- ..... -_.......~-::--=.:.. _.-.
.-\
.
r
'I
_b-17.llO'
fl
',_..------
,
I
Drill mounting dimensions ior
standard surface arm w:XL.
4SPA.OB adapter on 4.
straight square poles.
EPA - 1.9
MOUN11NG CONFIGURAll0NS
r5"~ ~ 1
-r
2"
.44 dia.
.75 dia.
Drill mounfing dimensions lor
standard surlace arm on 5" ~
. ~ straight square poles.
Drill mounting dimensions
lor round pole top add on
bracket (XL.RPTA), Note: 114.
00 tenon is used height must
be 8".
FOR S" OR ~ STRAIGHT SQUARE POLES
Note: For mounting to 4. straight square poles the
XL-4SPA.OB adapter is required.
FOR ROUND POLE WITH 4. MINIMUM 00 USING XL.RPTA ADAPTER
Note: II 4. 00 lenon is used. heiQht Of tenon must be 8. and tenon must
be capped.
'-'
-
"0"
One Lite
One Lite
Tv.o Lite @ 90"
.- -- . - -- - - - -
.,....--...-....,- -- ...
-----...-....
Three Lite @ 90"
- ..-..--.--.
_:::_d~- ~~_~~:~:;::~_~~-:;_..:....
..., ;:~-~~: ~::;--- -
.)
-'
"....
10.
180"
.'
..
Tv.o Lile @
:a:
Tv.o Lite @ 180"
~~~
_:_--:-~.l:_
Three Lite @ 120"
. .. . .
. .~~-=: ~.--:-,,'.:;-:r:"'Y_' ."':"~.'" o:;j .:.'.1:-';:0=" " ~_~-='_t.._ ". ::::..:=::--=--~:r:".~"
SQUARE CROSS ARM MOUNTING
SCA.XL.2180.30-0B
Four Lite @ 90"
SCA.XL.3180-3Q-OB
S1
.....
. PHOTOMETRIC DATA
ISO Footcandle Chart
One 1000 Watt Clear Metal Halide Lamp 8T56
Lamp Lumens 110.000
XlM-1ClOO-3
-~
1IH
,M
OH
.M
1IH
:1M
~
2H
:1M
2H
'M
OM
.M
HORIZONTAL FOOT CANDLES AT GROUND LEVEL
~.o x MH (0 DEG.) AIMING, 1,00 LAMP POSITION FACTOR
M,H.A BCD E F G H
30 12.00 8.00 4.00 1.50 1.00 0,50 0.00 0,00
35 8,82 5,88 2.94 1.10 0.73 0.37 0.00 0,00
.co 6.75 4,50 2.25 0,64 0.56 0.28 0.00 0,00
45 5.33 3,56 1.78 0,67 0.44 0.22 0.00 0,00
50 4.32 2.88 1.44 0,54 0.36 0.18 0.00 0,00
.
ISO Footcandle Chart
Two 1000 Watt Melal Halide
MHtOOOlU/8T37 @ 1800
Lamp Lumens: 110.000
>eLM-looo.FT .
30<
.lIH
.
'H
~
.
0><
,..
~. ,..
:lo<
3>f
2H
2H
3>f
'H
ow
...
..
HORIZONTAL FOOT CANDLES AT GROUND LEVEL
0.0 x MH (0 DEG.) AIMING. 1.00 LA!-AP POSITION FACTOR
M.H. A B C D E F G H
30 30.00 20.00 10,00 6.00 4,00 2,00 1.00 0,50
35 22,04 14,69 7.35 4.41 2.94 1.47 0,73 0.37
40 16,87 11.25 5.62 3,37 2,25 1.12 0.56 0.28
45 13.33 8,89 4,44 2.67 1.78 0,89 0,44 0.22
50 10.80 7.20 3,60 2.16 1.44 0.72 0,36 0,18
. GCNLYr: company
PO. BOX 606
SAN MARCOS. TEXAS 78666
(512) 392.5821 FAX (512) 353.5822
ISO Footcandle Chart
One 1000 Watt Clear HPS Lamp E-25
Lamp Lumens 140.000
XLS-l ClOO-3
"-...
)
.M
M
'M
:1M
~
2M
IH
,M
2M
:1M
HORIZONTAL FOOT CANDLES AT GROUND LEVEL
0.0 x MH (0 DEG.) AIMING. 1,00 lAMP POSITION FACTOR
M,H. A B C D E F G H
30 20.00 10.00 6,00 4.00 3.00 2.00 1.00 0.50
35 14,69 7.35 4.41 2.94 2.20 1.47 0,73 0.37
40 11.25 5.62 3.37 2.25 1.69 1,12 0,56 0.28
45 8,89 4.44 2.67 1.78 1.33 0,89 0.44 0,22
50 7.20 3.60 2.16 1.44 1,08 0.72 0,36 0.18
ISO Footcandle Chart
Four 1000 Watt Melal Halide
MHtOOOlU/BT37 @ goo
XLM.1ClOO-FT
3H
~ . 'or.
2H
."
OM
'"
.'.- 2H
:lo<
3H '.2H
...
lH
IH
lIH
)Of
HORIZONTAL FOOT CANDLES AT GROUND LEVEL
~.o x MH (0 DEG,) AIMING, 1.00 LAMP POSITION FACTOR
M.H. A B C D E F G H
30 60,00 40.00 20.00 10,00 5.00 2.50 1.00 0,50
35 44,08 29,39 14,69 7,35 3,67 1.84 0.73 0.37
.co 33,75 22,50 11,25 5,62 2.81 1.41 0,56 0.28
45 26.67 17.78 8.89 4.44 2.22 1.11 0,44 0.22
50 .21,60 14,40 7.20 3.60 1,60 0.90 0,36 0.18
-)
Specifications and dimensions
are subjecllO change
without notice.
BULLETIN 0383.()889
Printed in USA
Copyright 1989
....
3j
c.atog No.
-, .--' .
....,=-,.,"-
.
SPECIFICAnONS
.
o HOUSING. alloy with integr:aJ!Y-
DiEH:ast a1uml.nlJT!l fins and a built'ln.
cast heat diSSIpating
aiming device.
o REFLECTOR ed aluminum .
High purity anocIiz 'thout machine
reftectors. assembl~~um effici:ncy.
. to assure ..... .
forrnng... .... ~
- ::: 0 'rocKEr' ul base sock~!.
Pre-wired griP-~~:~ held in P:lse
Glass end of t. e nt and protect. .
photometric a1lgnm: patented "StabiJux
from breakage by
seeke!.
I'.
~ ~. ~.-- - :~~" :':.~:::....;
o LAMP ACCESS ovable socket
A gasketed an~~p acces.'i
assembly proVl
-~._':-~-;-~~~
I
. . lalion system is.
temperature ~ the~~emperature ri:~
Class H (180 C) f II class below. 8
the windings ~ in a drawn a1u-
components . FIXture and ballast
minum container. ate but integral com-
arranged as separ
ponents. _...,,-~
D MOUN!lNG ballast baseprovi~es .
Cast a1urmnu~ andard vertical pipe
slip fitter for 2 st
tenon.
D GASKETS askets provide
High temperahturprer&'f seal,
positive weat e
D FASTENERS
All stainless steel.
D FINISH . t industrial gray.
Corrosion.reSlstan
o U. LUSTED .. Ii factory for
(Most models: consu
D BALLAST ballast designed fO~F U L file card.)
. h power factor HPS (-20 . 'TECTlON
~~.F starting lemper:,~. Lamp . - - -- '''0 USER PRO ear r""eel warranty.
M tal Halide/Mercury not exceed Published three-y
e t factor does per'
current cres 'ndings are cop . I'd
1 65. Coil 80d WI psulated in a so I
~re and COil are enca nd with the
. rvoJ...ocler resin com~d the encapsula-
',,^,"1~ located OUtSl e . .ting
capacitor maintenance. Um,
lion for ease of
~. .-~...t::'!,~..;~
.....~ ~ .'4,.:-t~,..;-.'...
. ,. ".~"';'....:.:.,lu~. ";:' r;~~..J."'~-;'"
. ., , .......- '.""f:~-~_"~".,
~ ~~ ' ':~;'{'f~~~
. f.r .
'~ ~,
:,~ ~:
~... ....; ~
:....,
....:.jJ..:
'H'i'l'
'.'::.:
. ..
.:.:'~:"
':'1..
. .,' ,,;~f~
. . ....',."-...~'!..
. .......-:......:I\J':..@
.[:r ~~xii;~/{~tf!~:
- .i.__... ... .t'T;.-::t.. "~"'''~
., ..~..!"".t~.~:~~<~.,;:t'i;
::)~~.t":":.....,.). .. ....~....t......",..
y..... '=~~:~ ~--f:~~ r. #~.~:;::)'" :
-tC' i.""7~11.".,.,.;._ .,;.,
~:~::'.-"'...4:'..~...:...,lJ..._. H
D LENS red to withstand
7132. glass. tempe. I shock; held by
thermal and I?hY~C::ame and seale~et~
die-cast a1umlnu n extruded g~s
housin~ f1an9~t~~ ~crews to prOVide a
and stalnl~ss mbly.
sealed optical asse
. ~ '."7""~,=-'''' '~~ :~~;;-:~_....'
SlRIAL and
1ND":rrs LlGH11NG
SPO 1500 watt HID
400 to
d of outstanding
k recor Ut
A proven trac de the Wide- e
performance ~as ~~ industry standard.
F Serit!S noodlght !Jon a choice of ,
Heavy-duty const~ fo~r reflect~r OptiOns
HID !amp ty=bi~ty for superior Indus.
prOVIde the r hting,
trial and sports 19
APPLlCAno~s
aI AoodIightlng
· Gener d Aprons
. Airport Ramps an
. Parking Lots
. Construction Sites
. Tennis Courts
. Athletic Fields
......::
.. .. ....;:..~ .-,'
~ -~.-.:...;.-~~~~~:~
-",4.~~_.__
e
BUlLETIN 0343
~CLJ
.;,:-,'~~',:~.9-~'DERING GUIDE-F SERIES FLOODLIGHTS
- - .
. _ . ~_........_-_. -.- -..... ..-'
~~.,_._-------.~._"~... .
BaJIast Data'"
- - 1'1 - ' . -. . -, ':'... p . U U Cu t
_____;,:.~.~ Number -, _"_",--=:""~_,,,:"~_,",.,, omary. . .__. ne . ne rren
__ _ .h -- _. - _.-.......- _.. .-, Voltage Watts Starting Oper.
.1500 Watt Metal Halide (or 1000 Watt Me~~ry Vapor ~t 1500 watt operation)
.. FM-15OO{ ')-208 .. .,. ,., . 208 1610 .
2401277
FM-15OO{}480 . 480
.. '1000 Watt Metal HalidelMercury Vapor .
~-1006{C)-QV
M-1QCX){ ~ .
400 Watt Metal Hali.delMercury Vapor
FM-4OO( )-OV
FM4OO{ }-400
.10Q0 Walt High Pressure Sodium
Fs.1 QCX){ )-QV
Fs.1 QCX){ }-400
400 Watt High Pressure Sodium
FS4OO{ }QV
FS400{ }480
. '. . 1201208
2401277
480
1201208
2401277
480
1201208
2401277
480
1201208
2401277
480
1610
1070
1070
455
455
1090
1090
465
465
(lJSpeo1y reflector Iype from dz$lnbuloon guode.
(2)AI baIaSlS a:ellogh power !actor Illemym glade, capable rJ S1at1ong 11>8 lamp 10 _20oF (-40oF Hps) unless Oll1elWl5e speo.
iec1
. Less 1tIan operatrng
CAUTION. HID Urwlafes ShOuld be crwated on rFJUfIfJ<<J syStems only. Ungrounded power t11SUtliRoon syStems may carry tIIt)I1
tr.WlSIefl/ l'OIIages whCtl <:an cause labe of any ~ fJ/eClf.caJ equrpment.
opnONS (Factory Installed)
13.f:1J17 .80
6.7515,85
3.40
9.215.3
4,614.0
2.3
4.012.30
2.011,75
1.0
9,215.3
4.614,0
2.3
4.312.48
2.211.86
1.07
Ballast
Type
RegUlating - ,
Regulating
Regulating
Regulating
. ReguIaling
~egulating
Regulating
Regulating
Regulating
Regulating
Est. Sh~ . ...:.::":.'-.::':.:;.-.
. _.0. Wt. Obs. '.- --_'~_'._"-"~.J"".:-')
.. 92" -. :....-1
. '.1
. ~ .. -
92 - ,;
.... ...........
, -9<)"' '~'. ,1
- .. ...,.a . 1
90 .....
64 .:'. . '.j
.64
92
92
66
66
)
. Component
Description . Catalog No.
"UteMatic" Auxiliary Ughting LQ-70
Patented.soI'd state .UteMatic.
emergency/auxiliary systems.
__.:-::::and.for cold weather operation _
~._u-_- w__ aa.vn"to -700 at extra cost. To -....
order, s~ "LQ-70" as catalog
number suffix. Example:
FM-1ClOO-A-QV-LQ70.
..
..
DISTRIBunON GUIDE
Component
Catalog No.
V
Description
Vertical Aoodlight
Available at no extra cost.
Ordering example: FM.1500-B-
. .':"-.480- V.
Special Coatings
F Series fIoocIghls are available
with special coatings for corrosive
~esJcc:msu1t factory)~ _::' :_...._..;::..:~:..: .,~,'
Marine/Hazardous Applications
Specially constructed versions
of the F Series floodlight for
harsh marine and hazardous
location lighting are available.
Refer to MF.HAZ Series flood-
light catalog sheet, Bulletin
0344.
.. __~.. :=.':" ~e~~ury VaporlMetalJ::faflde ,_
-- --- ;z --.. - (Phosphor Coated)
Catalog No'..,. BeamSpread NEMA
q: _"'~~ '~" ,-:, Hort. x Vert Type
Catalog No.
1SOOw
. FM-1500-B
FM.1SOO-C
FM-15OO-D
1000w
Metal Halide
(Clear)
Beam Spread
_,__ Hor. x Vert.
NEMA
-- -Type
Catalog No.
High Pressure Sodium ___",;=.-"'-_._..
. . '--::--~'~~;.:?;~'~--.::.:;::t";,~~.~~~;j':~.
-- ..
Beam Spread NEMA
Hor. x Vert. _Type.,
'..
'1000w
FM-1()()(}.A '.' 1440x1350 7
. ~15 ..cd;i~J~:~~ ~:12V=~c,~:::~ :~:~J~L~~15 '., :~:~1~:
400w ''..':.., .' ", -- .......- -4OOw 400w
FM-4OO-A . , _.1440x1320 7
. . FM-4OO-B.' :.1260x1300 6x7.
FM-4OO-C'. 1480x1310' 7
FM-400-D .. '..'; 1360x1300 .7
FM-4()()'B
FM-400c
FM-4()()'D
320x 480
1400x 1070
1300 x 1040
3x4
7x6
7x6
300 x 500
1460x1050 .
1200x 900
3x4
7x6
6x5
1000w
FS4()()'B
FS-4ClO-C
FS-4()().D
270 x 520
1460 x 1050
1300 x 930
3x6
.7x6"
__._.7x6 ._..~; "...~~)
--
2x4,
7x6
7x5
....
,97
~':':":'~".,. ~~ ~. DIMENSIONS
. ..:~: ~ .-.~'~~:':;~~.. .;....:t .~:".....;. :;;,':.
... .~
. .:: '''~::' ~.:.-- '~~-=.--
,=;;::::~,:.:;~,:1500 and ,1000 Watt M.od.els _~;::~.:,~-,-_._,.
: ._~-S--_._.:.
. e. .. 27-1/2.
I
26.
j'r".1Iz.
1\ ) TI,J ~
118. L
_::J
;.
400 Watt Models
e.
....- .
~
A
~
,'_~':;'.i~_-=_,,-~>.,~'!.::r.:X Dimension
.,' '". " Metal Halide/
'. Mercury Vapor
1500w
" 1000w
400w
High Pressure
Sodium
1000w
400w
Regulating
.. _'-- h_~._;"'_~~,;_~.
12.'h.
12.'h'"
901h'"
12-1h'"
12.1/2'"
EFFECTIVE
PROJECTED AREA
2" vertical pipe
tenon by others
C
B~
A--
r'O",
I ~I
9.11z
L'
rS"l
I
X
__. I
. '-l
Effective
Projected
Wind Area
Direction in FL Z
1500w
2" vertical pipe 1000w
tenon by others
A (00) 3.09
8 (150) 2.93
C (300) 2.76
D (Side) 1,86
A (00) 2.11
B (150) . . 1.85
":""c (300) . -c ,0' :.-1.74
. D (Side) 1.31
-. ....
-~ ~-':":':i-'~~ti~::...
400N
.-------. ..~
,--_"-0-- _
:.~-"'";"'~-~:~-'i:~,:,,~~=-_:': ;:".": :.::.-
TYPICAL DISTRIBUnON PATTERNS
NOTES: 1. Drawings show shape of patterns only and are not to scale.
.. ._~.~: __'.~ ..: . 2~ A and B reflectors are of specular aluminum; C and D re~eclors.are. of diffusing aluminum. Type A reflectors are
.----";:- not suitable for clear lamps. -- --. -. .. .. . ..,., ~o
.
Shape of
Pattern:
.......J.;. _
.~..
Reflector
Lamp
Type:
A
phosphor
coated
8
phosphor
coated
D"
to"
.. ..tMW..l~'::_
8
clear
(melal halide)
D
clear
C
phosphor
coaled
'C
clear
D
phosphor
coated
...
38"
. ACCESSORIES (Field Installed)
Fused BaI\astS -
~7"":126V.-277'; SystemS" .--'~. F.f1'
.08V. 240v or 4SOv .
. systems F.f2
Fuses are KTK 30 amp unless
Olherwise specified: available at
extra cost
Mast Fitters .
NOTE: Mast fillers for 2 - sid. pipe
require a tenon hl of 4.518 - min.
~
MF-1
Mast filler for 2 - standard pipe:
supplied at no cost for ftoodIights
without integral ballasts when
specified on order.
FM-1000-A.M.
Shpg. ~ 2-112100.
Adapter for standard ~
lowering devices or ;
mounting on conduit r
stems -
&:ps lIoodIighIs for inslallalion
on standard lowering mecha-
nisms. Base lapped for 1.1/4-
pipe. Available at extra cost in
place of mast filter on 1500.1000
.__ ...and 400 walt lIoocJights without
. -. integral ballasts when specified
on order: FM-1~A.TH1_
Slipg. ~ 2 Ibs.
Trunnion Base ~nt
Wall Mounts
:. Designed to permit mounting of
fIoodf.ghts on flat vertical sur-
faces. 1d are constructed of qual.
ity cas! cWminum aDoy.
NII-@""
. .
..-' -
'-
'r T .
1[1]]r- 1 .-
~,.~. -,--I
T
J'
1
WB-S
For use with WB-1 wall mount to
provide surface mounted wiring;
tapped for two 3/4 - pipe
ertrances. Has wiring compart-
ment with gasketed cover plate.
Shpg. ~ 3-112 Ibs.
Shock Mounting
Brackets
5MB-1000
-,..,.
....::. For mounting noodlights ~
Ir-- ",,1 integra balasts Oess mounting
~.~ II arms and MF-1 fitter) in applica-
tions where severe vibrations may
~ '. . , present a problem. Bracket is
... .. . constructed of hot-dip galvanized
HV.1 ~' steel with neoprene pad.s to
~ast aluminum. Ca1ibrated for--' .absorb shock. Cadmiu~ plated
horizortaI ~ SuppflEld at assembly hardware furnished.
extra cost in place of mast fitter on Shpg, ~ 36 100.
.. floodlights without integral balasts
.when specified on original order:
FM.1000-A-HV1.
Shpg. ~ 3 100.
e
5MB400
As above. but for 400 walt flood-
lights.
____. ." Shpg. ~ 31 100.
WIOE-LITE
P.O. BOX 606
SAN MARCOS. TEXAS 78666
(512) 392-5821, TELEX 776-479
PX.1 ,,~ ., WG-4-F
Cross-arm bracket with ~ ~ As bove
stub "l.'" base Shpg ~ ilbs.. a. but for 400 walt 1I00d-
-=..~~ . .-=:-,"i'~~ -- C3 _.~ 0:0::_: ..:-.;;~
110 .---. .
. t ..H...- . ..,,~
I dJ ....lIN'w.....,,'-'" .~
t<;;;"~ ~
~.,~ ..,;;;;;::::::=:: )i
~'.i;~ "--r:~:;::-.1;
I :lJ; I
i i
PCM-1 : ,
Bracket with .standard r~~)
for models with integral . -
(photocel not included) f tl,~
into 112 - NPT hole in bantllll ~
or mast fitter. . 1/2 Ibs..
Shpg. 26. i
Flat Base Mount
r-'I
I I
~
FB-1
Cast aluminum. For 2. ~;a~d
pipe nipple (limit height ",.0 : no~
pie not included). For :~llRaWr:~
floodlights on Oat surf~". "'t::.,.
Shpg. ~- .. I ~
Cross-Arm Bracket
~:~.
· ---1
.~
..~..::~ 'IV-D' --~
Cutoff shield for 400 walt 1I~
lights: directs. 6mits light patterns
provides precise vertical cutot
without dislortion of lateral pa!-
tern. May be readily installed I.'!:
the fl8ld.
.. ~-::::.r-!:..-:~'.".
Shpg. WI. 3 Its
~..-I:'"
Iv v~
SK-100 ....
Same as above. except for 1000
watt lIoodIights.
Shpg. WI. 5 100.
Wire Guards and
Auxiliary Lenses
WG-1O-F
Wire guard for 1000 wall flood..
lights: 10 gauge sleel, bright zinc
electroplated after fabrication.
Furnished with self-tapping
screws.
Shpg. ~ 1 Ib
)
AL.1O-F
~ lens for 1000 Walt flood..
lights. 1/4. thick impact-resistance
polymer lens. furnished with
_ mounting hardware for easy field
attac:hmert.
Shpg, ~ 2 100.
- AL-4-F
As above. except for 400 walt
lIoodrlQhts.
.--_.....~'.'
~------
.-.- .----
. Note: Accessories such as aux!!-
- ------'" Iary lens, wire guards or shields
are for Independent use only,
~... ..
,--- -------.------....--...
._~~:?
,.
----
BULLETIN 0343-0287
Printed in USA
Copyright 1987
39
-.c.
Ie '- ~. . -:-. .:-
t,._~,~o~;~SPORTSLITER @ "IXTURE TYPE ~T.
i
I .
1~;\.j"'~~~:!~!ft!~i1~~-~~;rt~..._.:,
- control.
The SL Series Sportsliler floodlight is functionally styled to
provide quality.controlled illumination for all sports lighting
requirements. The SLG Series for general purpose and the
SLH Series for heavy duty applications provide optimum
lighting performance for stadiums, coliseums, parks and
.. recreational areas.
Lens Assembly - Thermal shock and impact.resistant.
.. tempered glass surrounded (on both sides and edge) by
silicone gasketing provides a weathertight seal. Stainless
steel lims band and corrosion-resistant hardware are
standard. Quadrant latching provides uniform pressure and
ensures a weathertight seal.
Efflclent Parabolic Reflector - Exclusive Anodal~ finish
provides factory-controlled maximum photometric efficiency.
IES-NEMA beam spreads 2. 3, 4, 5 and 6 are available.
Parabolic reflector is formed from a single piece of aluminum.
The spinning process is computer programmed to provide
optimum light control for H.J.D. lamps.
Socket and Wiring Compartments - A spring loaded,
nickel-plated mogul base socket is mounted in a thermally-
isolated die casting. The large:isolated wiring chamber at
the rear of the casting is designed for ease in wiring.
Watertight cord bushing and gasketed cover with captive
hardware allow quick installation.
Integral Ballast - Cast aluminum weathertight box features
captive hardware with silicone gasketing. The large box
.;~_. - .-.-.~. houses a class "H" insulated. -2O"F (-400 HPS) starting, 60
Hz HPF ballast Ballast assembly is thermally isolated and
is designed for cool operation, long ballast life and easy
maintenance.
.
: 1"-.- :-::-w....:--.' -
Steel Trunnion - Heavy duty steel mounting trunnion (yoke)
is finisned in gray Lektrocote8, Mounts with 4090 slipfitler
brackets. Repositioning stop anows trouble-free relamping
without reaiming.
ADDITIONAL FEATURES
. Sight thru latch aiming
. Calibrated aiming sector and repositioning stop
. Leklrocotee finish. . - -_. - .
. Up-aiming option
. 1000 and 1500W Hot Re-stn'ke option (4BOV)
._-_._.---
" .--.--".-.-- -..
.
'-"T-'.-'~-- -.::: -..:;:~~:"'--"'::"':-'.-'-' .-
~~~ .. LIghting
DIMENSIONS
22'110.
CSn,_J
J.
Er'
.~.
115_
-L "..-
.....(211_)
'1121."
to' --
./
I-"--Iss:r......,--
SLH
no ....
~..Mi'C2OI -,'-
r
22'110.
Iln......,
I
1
J...
.....
1121-)
T
- -.- --~-- ......~,~......_. ----..
_---:-"----~._~---~-. - .--~ -J;'.Iz:..;- '-:- __--...-:~LREMOTE
. 1i. .... ..,;:r
~'I- II::::", ---- .. _.- .
171-1
-...:;.--. _._--'-'~--' - ....
....... ...... - --_.
_. - "
____A ..
Plojecl
Type
Catalog Number
RelNlU
:';c..
Lt(j
Hubbell/Llghtlng DIvision, 2000 Electric Way, Christiansburg, Virginia 24073, (703)382-6111 . Fax: (703)382-1526 . Telex: 23-740n19 Lf;/
Hubbell Canada, Inc., 870 Brock Road S., Box 100, Pickering, Ontario L1V2R3, (416)839-1138. Fax: (416)839-9108. Telex: 06-981288 \
Harvey Hubbell, Ltd., Ronald Close, Wobum Adlnd. Estate, Kempston, Bedford, England MK42-7SH . Tel (44 234) 855444 . Telex: 826065
October 1989 C1989 HubbeR Incorporated Printed in U.SA
,
_ ~SPECIFYING INFORMATION
The following Is a listing of Standard Units. When ordering, com-
plete Catalog Number by using catalog logic.
~ ......... Purpoee I w.I9ht 1- ~.outyt I WoIgIll IUA
..... Cal8lag. ..... c.lMlg (14
- r<<atl8go ..- 1bL.. TrPe .......... IbL I.. ft.)
REJ.IOlE UNIT - LESS BAllAST ASSEMBL yo
Sl.G-XXXXX-G20 14 6.4 2 SlH.XXXXX-020 18' 82 2.8
1500 Sl.G-XXXXX-G30 14 6.4 3 SlH.XXXXX-030 18 82 2.8
SlG-~-G40 14 6.4 4 SlH,XXXXX-o.co 18 82 2.8
max. SlG-XXXXX-GSO 14 6.4 5 SlH,XXXXX-OSO 18 82 2.8
SlG-XXXXX-G60 14 6.4 6 SlH,XXXXX-060 18 82 2.8
HIGH PRESSURE SOOIlJIr
600 SlG-06OO5-15Xtt 50 22.7 5 Sl.H-OSOO5-15X tt 54 24.5 2.8
SlG-10005-12X 54 245 2 SLH-10005-12X 58 26.3 2.8
1000 SlG-10005-14X 54 245 4 SLH-10005-14X 58 26.3 2.8
. SlG-10005-15X 54 245 5 SLH-10005-15X 58 26.3 2.8
SlG-10005-16X 54 245 6 SLH-10005-15X 58 26.3 2.8
METAL HAUOE
. SlG-1000H-12X 50 22.7 2 SlH-1000H-I2X 54 24.3 2.8
SlG,1000H-13X 50 22.7 3 SlH-1000H,13X 54 24.3 2.8
~ Sl.G-1000H-14X 50 22.7 4 SLH-1000H-14X 54 24.3 2.8
SlG-1000H-15X 50 22.7 5 SLH-1000H.15X 54 24.3 2.8
- 1...- G-1000H-1I1X 50 22.7 6 SLH-1000H-1I1X 54 24.3 2.8
- , SlG-15OOH-12X 58 26.3 2 SlH,15OOH-12X 62 Z7.9 2.8
SlG-1500H-13X 58 26.3 3 SLH-1500H,13X 62 Z7.9 2.8
1500 SlG.1500H-14X 58 26.3 4 SLH-1500H,14X 62 Z7.9 2.8
SlG-1500H-15X 58 26.3 5 SlH,1500H,15X 62 Z7.9 2.8
SlG-1500H-16X 58 26.3 8 SlH-15OOH,15X 62 Z7.9 2.8
. Spdy WIlIage. voIage Me! ~ Type to be used. Example: SlG-l~. Reler to
ClIIaIog logic below.
- .a1N H.P.s. - Consul Factory.
t ftIudes Protec:live 0Uet H'"
tt ~ ilcUIed, fi/:t1N LntS haw fllur --.d Hot "-lIIra as standard.
OPTIONS*
The following factory app/'Ied options are available, Order with the
fixture by adding the suffix.
SufIIx
-HR
.c(X)
.fOOt
1Ion
1000 << 1 f/X1N MelaI Halide Hot Re-sIrike
1613 so CORD - OCher \h8n standard :r length replace
"X. wilh 6 (8 Il) << 12 (121.~
SINGLE FUSE 1'20, m \/OIls)
DOUBlE FUSE (208. 240, 480 volts)
CHARCOAl.. FILTER BREATHER
FOR AIMING ABOVE HORIZONTAL
UNlTwmc LAMP
-c.FB
oUA
-I:
-Hell Resde .....aIllI n 1000 and lWN Metal Halide. conSl.IlIldcry.
f$l.ClIlIIAIlor X as IcIowI: 1-12OV; 2.l!08V: 3.24011: 4-277V: 5-480'1.
ACCESSORIES
For field Installation with SL Series. Order separately.
~ Description
Sl.-Cl. t INTERNAL CONCENTRlC LOWER
sc-HCLt INTERNAL HALF CONCENTRIC LOWER
Sl..fLSut FRONT LAMP SUPPORT
Sl.-SPC. POl YCARBONATE SHIao (1000 wall Nema S. 6 only!
Sl..V . VISOR (fully rolationa~
LR-30 lUMINAlRE SAFETY RETAINER
(STRANDED AIRCRAFT CABLE Va x 30")
4090 CROSSARM MOUNTING BRACKET
4024C SlIPFITTER 8- OD. (2" 1'iP8)
"$oJIItlIe b NEMA 5 IIlllII beam apuds. 400, 600 IIlll l000w Ody.
"'Nol1Ubllll1or f!JX1N Of Hell Reo.......
fNcllUblllllor ... MIl Hell Reo'"
SUGGESTED SPECIFICATIONS
FIoodI~ shall be HubbeU lighting Spcxtsliler Series. .
Ca1 No. Sl klr use with _ wall ~
MECHANICAL _ ___,
-----' fIoocI91t shaI consist a one-piece spun aIumi1um pilraboIicr8ftec:ti tInished -_.~:::~~
..in Anodal provicing maxinun ~ Iigt't 0IApIL Fronl reIamping ~ --_~':~~~:J
steel door assembly shall be IingecI with lIvee (3) swing action ~ and ... -~ - --
sealed with.high temperature siicone lens gaskellens to be flennaI shock.
impact-resislanl tempered clear glass. Unit musl have integral sigI'C'lIw amng
latch.
SockeI shall be spring loaded nickel'plaled moguf base, tne:U1Ied in a lhermaIy
isoIaIed die cast aIumiun housing. A large IsoIaIed wiring chamber shall have
wa18l1i!t1l ccrd bushing and gasketed CCoIeI' with captive hardware.
BaIIasI housing shall be cast akJrnirom wealher1ight box with captive screws
and siicone gaskeling. The baIast assembly shall be'lhermaIIy, isolaIed lor
cooler operation and longer ballast life. Unit shall have heavy~ steel tnJrrion
(yoke) finished in gray lek%rocole. A reposition stop shall be provided for ~
!tee relamping wilhout reaiming.
Unc shall be counter balanced when yoke position bolts are loosened 10 provide
ease a manenance and instaIalion. Unit shall be SLG General Purpose <<
SLH heavy~ with proIective 0lAer hulL
ElECTRICAL
The standard l\oodIigI'i shaI1 be UL listed - sUtabIe lor 0lAd0cr wet Ioc:aIion
appIic:aIions.
The baIast shall be class "If' Insulated .2O"F, stilting and 60 Hz HPF baIast.
PHOTOUETRIC PERFORMANCE
The IIc:xldlq1t shall provide IES Nama beam spread _ with mininun
ellic:iency a %..
HOT FIE.STRIKE - see page 11 b.
PHOTOMETRIC DATA*
1I.ta1 Halide
H.p.s,'
1000W
HP-03537
Consult Factory
HP-03385
HP-03380
HP-02167
Beam Type 1000W
Nema 2 HP-03194
Nema 3 HP-03197
Nema 4 HP-01004
NemaS HP-0100s
Nema 6 HP-01006
'6OIJW consult factory.
'Photometries same for Hot Re,s1rike
1500W
HP-01062
HP-01183
HP-01034
HP-01033
.HP-01035
CATALOG LOGIC
SlH-1000H-151-XX
SL Seriea TT T OpUona
Application ~ Voltage
G _ General Purpose 1 -120
H - Heavy,Outy (with huI~ ~ : =
Wattage .. 4 - :en
MelaI Harlde -1000,1500 5-480
High Pressure Sodium _ . - OUAD- T AP"
1 000, 0400, 0600 1'20,208, 240, 277) .
Beam Spned
lamp Type 2 _ Nema 2
H - MelaI Halide 3 - Nema 3
S - High Pressure Sodium 4 - Nema ..
5-NemeS
(s-Nema6
Bellnt
1.HPF
o - less Ballast
..'-----
.- ---- .~.
:;.--'---.....:.. ~
. ..
\
.""
POLE TYPE
D
Pok.
..
-~
SHERMAN
POLE DIVISION
DIRECT.
BURIAL
FIBERGLASS POLES
POST
TOP
NOMINAL SHAfT WGT. MAXIMUM EPA
CATAlOG MTG. SHAfT ABOVE OF TIP BUTT PER LUMINAlRE (1) OEF.%
NUMBER HEIGHT lENGTH GRNO. POLE 0.0. 0.0. 80 MPH Too MPH 1100 MPH 4EPA
(FT) (FT) (FT) (LB) (IN) (IN) 46MPH
501 VERTICAL LOAD.
- !-3/r DR =-- TDIDN
~--1
. 4.
f
.
13
16
21
31
1001 VERTICAL LOAD.
.
36,15
.
31.15
.
3.3
TB20-0-100 16 19,75 15.75 51 4.41 08.66 10.0 8.0 6.3 1.2
TB26-0-100 21 26.31 21.31 72 4.41 10.08 9.5 7.5 5.7 1.8
'1'830-0-100 25 29.58 24,58 93 4,41 10,79 9,0 ~,9 !),3 2.0
TB16-0-100 31 36 15 31 15 122 4 41 12 20 6 5 5,0 3.8 2.8
'1'839-0-100 34 39,44 34.44 147 4.41 12.91 6,3 4.8 3.5 3.0
T846-C-100 40 45.98 39,98 206 3 70 13,62 6,0 4.5 3.3 3,1
2001 YERTICAL LOAD.
'1'826-0-200 21 26.31 21.31 76 4.41 10,08 10.0 8.0 6.0 1.8
TB30-0-200 25 29.58 24.58 105 4.41 10.79 10.0 7. 6. .
'1'836-0-200 31 36,15 31.15 169 4,41 12,20 10.0 7. 6. .
T8~Q.;n-'nn 34 39,44 34.44 202 4.41 12,91 10,0 7. 6. .
46-C-200 40 45.98 39.98 295 3.70 13.62 10.0 7. r 5. i .
3001 VERTICAL LOAD.
2-1/2'X:S' HNaKll.E VJT)ol
" CAST AL. Jla]If DR "
.'xU. HAHZlK1E \11TH "
rDEJlGLASS IllXlR.
CCPTJtINAU.
'1'829-0-300 25 7 Q ,<:11 ,-c,58 117 4,4 10,79 1 7,-n 9 ,-" "7-." .6
T"36-F-300 31 36-1~ Of 1 1'; 172 5 12 12.cn 12.0 9 5 7.0 1,9
T839-F-300 34 39,44 34.44 200 5,12 13.62 12.0 9.5 7,0 2,0
TB46-C-300 40 45 98 39 98 359 3,70 13,62 12.0 9.0 7.0 1,9
*VERTICAL LOAD - WEIGHT OF FIXTURES + MOUNTING APPARATUS
NOTES: 1. EPA RECOMMENDATIONS ARE CALCULATED PER AASHTO STANDARDS AND
INCLUDE A JO' GUST FACTOR. 2. STATIC DEFLECTION OF POLES DOES
NOT EXCEED 1. 3\ OF SHAFT LENGTH ABOVE GROUND. 3. EMBEDMENT
DEPTHS ARE BASED ON LATEST ANSI STANDARDS, 4. MAIN DEFLECTION
UNDER FULL EPA DOES NOT EXCEED ASTM STANDARDS:~ .
STANDARD: 2 3/8- TENON FOR TOP MOUNTED LUHINAIRE, SHALL ACCESS OVAL
DOOR (2 1/2- X 5-), WIRE ENTRANCE HOLES PROVIDED BELOW
GROUND LEVEL, STANDARD COLORS-LIGHT GREY (1) , DARK BRONZE(2)
AND BLACK (3)
OPTIONAL: 3- TENON, LARGE ACCESS DOOR (4- X 12-), UNDERGROUND HOLE FOR'
ANTI-ROTATIONAL PIPE INSERT, SPECIAL COLORS, STAINLESS STEEL
WIRE MESH IN PLACE 01" TENONS FOR TIP DIAMETER J- OR SMALLER.
..
,
-..
-2-3/" AHTt-ROTATUlN
TltIU HCI..ES CDPTJONAUo
LJaTTDHJlJAHCTDt
.~....~
.......
462-
....
MICROLITER@Hi9h Pressure so~~tJ~E: ~PE
=----.--.
~--_..\.
. Low Wattage
. High Performance Floodlight
A compact H.I.D. floodlight for energy efficient outdoor lighting
and specifically the retrolighting of PAR and R lamp fixtures
and 500 watt Quartz floods. Utilizes efficient H.J.D. high pressure
sodium light source. The Microliter luminaire provides an optical
assembly with controlled NEMA beam spread. Ideal for
floodlighting applications such as building facade, sign lighting
and display, as well as general safely and security lighting. .
FEATURES
.
Reflector System - A one-piece aluminum, hydroformed
parabolic reflector with Hubbell's exclusive ANODALe finish
provides maximum reflectivity and beam control. The reflector
is designed to produce a Ty~ 5 horizontal x Type 3 vertical
beam spread when a clear lamp is used. The reflector assembly
is field adjustable by rotating 900, When this occurs, it will provide
a Type 3 horizontal x Type 5 vertical beam spread for use
on column, sign, marquee and facade -lighting. All units are
shipped with a factory installed lamp. 100 and 150 watt units
are shipped with a clear lamp. 50 and 70 watt units are shipped
with a coated lamp and provide the wide distribution (5x6)
required for lighting applications having setback limitations.
Rugged, Weathertlght Housing - One-piece, lightweight.
die-cast housing is designed for heavy-duty applications where
. .Iong life and maintenance-free service are essential.
Additionally, a satin smooth, protective, bronze LEKTROCOTE~
. finish having a chip resistance of up to 4H pencil hardness
is applied.
One-Piece Door & Lens Assembly - A die-cast aluminum
door frame pivots on two cast hinges, and the door Is secured
with two captive HUBBELL GARDe treated screws. A thermal
shock anctlmpact resistant glass lens is provided and sealed
to the fixture housing by a continuous high temperature silicone
gaaket to ensure weathertight operation,
Intpgral Cold Weather Ballast - Both NPF and HPF high
pressure sodium ballastry are available and integrally mounted
to the housing for maximum heat dissipation and cooler
operation. All NPF units are 120 voll HPF units are available
in ~201277 volt on 50 and 70 watt luminaires and QUAD-TAP"
(120,208,240, 2n volt) on 100 and 150 watt luminaires. All
ballasts are suitable for -40oF cold weather operation.
Mounting - To make installation quicker and easier, each
Microliter luminaire is shipped with a factory Installed lamp. All
. units feature a Y2 inch threaded knuckle with locking teeth for
rigid multi-purpose aiming. Knuckles are also protected with
a durable bronze LEKTROCOTEe finish.
Additional Features - All units are UL-1572 listed, suitable
for wet locations. Optional mounting accessories and
photocontrols are also available.
~_.. ", .....- ~
.... - ..----.
~~~~.::-.~7:"::'-;~ ~ .
....
..'
li~~~~ "LIghting
E
~_.
DIMENSIONS
t--7Y..': --.
I (179 ml>>) '-
r I \
I
9.'....
(235 mm)
~
\4.... ..
~':"~m)
..{oj'::: .,.,
~.~.
MIC-SPC-2
MIC-GS-2
I
~~
.. "._,
,...
fa
MIC-TS
S-302
~.
Projecl
---
. ..-......'=
~
T~
c.wog Nurnbet
---
AImaItcI
~8
...
".1_p
.... -..
~ ORDERING INFORMATION
NEUA
Catalog Number Beam se....d Voltage
H- x . ....
NORMAL POWER FACTOR. HIGH PRESSURE SODIUM
"'IC-OOSOS-651 50 519511611111 Coated 120 N.P.F. 7 3.2 .71 .1
...1C.Q070S-651 70 5(950) 1 6(1110) Coated 120 N.P.F. 7 3.2. .71 .1
"'1C.Q100S-651 100 5 (711 1 31340' Clear 120 N.P.F. 8 3_6 .71 .1
"'1C.Q150S-651 150 51711131340' Clear 120 N.P.F. 9 '4.1 .71 .1
HIGH POWER FACTOR. HIGH PRESSURE SODIUM
"'1C-0050S,259 50 51951 x 611111 Coated 12O/2n 9 4.1 .71 .1
70 51951 1 6(1110) Coated 120/277 9 4.1 .71 .1
100 5 (710) x 3134') Clear 12O/208/240/2n 10 4.6 .71 ,1
150 51710' x 31340' Clear 12O/208/240/2n 11 .50 .71 .1
SUGGESTED
SPECIFICATION
Unit shall be Hubben lighting Microliter
Series. Catalog ~ MIC- tor
use with a fat use with a
walt lamp.
Mechanical
The housing shall be cast aluminum and
have a y,.lhreaded knuckle. Unit shall have
a hinged and removable lens assembly lor
easy access and maintenance. Unit shaH
have a one,piece, hydlOformed. paraboflC
reflec10r thai is capable 01 providing either
horizonlal or vertical lamp operation.
Luminaire shaD have a factoly Installed lamp
to ensure maximum performance and ease
of instaDalion. NPF Of HPF baJIast shall be
inlegrally mounted to the housing lor
maximum heal dissipation and cooler
operation as specifl8d by the designated
catalog number. AU painted components
shall have electrostatically charged powder
paint Lek1rocole flllish.
Electrical
lklit shaD be UL 1572 fISted. suitable IOf
wel locations. Unit shall be capable of
starting at -40oF lor cold wealher operation.
-
..\
OPTION
"The following factory applied option is available with the Microliter Series. It must be ordered with
the fixture by adding the appropriate suffix.
~ I S_:I I
Description
PhoIocontrol. 120 volt
ACCESSORIES
For field Installation with Microliter L Order separately.
Catalog Number
Description
Weight
Ibs. legs.
.8 .3
.8 .3
Isofootcandle Curve
MIC-0150S-X5X
Mounting Height. 20 Ft.
Aimed 600 (300 Below Horizontal)
1MH
o
1MH 2MH 3MH
MIC-GS-2
MIC- TB
MIC-SPC-2
5-302
Glare shield 4. deep.
. Crossarm trunnion box. Half yoke with large wiring box lor
mounting to any ftat surface.
PoIycarbonale shield assembly.
Pole top sliplillef lor y,o swivel knuckle. Sfipfds ~o 0.0. pipe
.8 .3
7'1
P$~~it .. LIghting
- ..
TESTED TO CURRENT IES AND NEMA STANDARDS UNDER STABIUZED
LABORATORY CONDITIONS, VARIOUS OPERATING FACTORS CAN CAUSE
DIFFERENCES BElWEEN LAB DATA AND ACTUAL FIELD MEASUREMENTS.
HubbelllUghtlng Division, 2000 Electric Way. Christiansburg. Virginia 24073, (703) 382-6111 . Fax: (703) 382-1526 . Telex: 23-7 40n19
Hubbell Canada,lnc., 870 Brock Road S., Box 100, Pickering, Onlario L1V2R3, (416) 839.1138. Fax: (416) 839,9108. Telex: 06-981288 ;.
Harvey Hubbell, Ltd., Ronald Close, Wobum ReI. Ind. Estale. Kempslon, Bedford, Engand MK42-7SH . Tel (44 234) 855444 . Telex: 826065
Seplember 1989 . c 1989 HubbeD lncorporaled Printed in
~ -.-----.
PHOTOMETRIC DATA
Isocandela CUl'\(e
MIC-O 150S-X5X
TUl"" ....,,,. ..S/'JII(.....,'.. .......
touOCI tIIGIt ......... too.YM IlAIIs..-.:AO-<l'ltl()frl'Al It'
..... '''ICLIAIlt KAMSNlI&Owl.'CAl ..'
_ns 'M ......."<<"', ."
LCl. "'. .....L....III$ ....
...... .- ...... '(MlCAtIDL(~. IIIIt
0 -.. -&r- .-a ...... C&NOl.[~" .",
OOC.frIO("a C&"A,.I "..,.....o.,..eu..o-. -
. Awl-.c.a Of a.c"..I. ".., ,""I ....1It66..()f'.oa..T."ln...on '0''''
5MH
21
.. 18
I",DO_ ~~T!f~I
1~~:L.l..l.. _L.
'=::', . I
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UIt, . .
\ .
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!. ~ I I I
',2 ~~12 !i: 10.:.' ~!.tl ~D .~-
14 13 13 12 10 , 8. 1 I ~ !IO
Ij-'ii-,5ii-iil0-.r;t-~ 103
21 24 21 17 14 -,i-gTJi ~ 134
-~i:44:~~~~i':i4 llip:-; _~~o
!II n ~ ;!g 27 " 131 I! 1 343
i~~~~4: ~. ~ ]a , ~ ~ .!.~W_.I _4~3,
'''',32 lI4 13 42 21.17'101 I us
14"'2/"19.j"~27-'ato' 1 ~II
101' ei'-aii'.. -32 -22 -,41'i 0 iiz
Sz~..1!t~lI.II' .~ E.I.
z.a_!'~~~L' 71 ~ 142
~'_'~ 111.14 .:.~2...'0i-'J-! _ ~ '~
14' 14' 13' 12 11.,0, I' 7 ~ lI4
12 12 12.11. 101 I; I 1 ~ 15
11. 11 11- 10 10 I' 7 1 ~ 10
--~
I I I
<0() 3$ 30 2S 20 IS 10 S 'In81 ~ 431 321 24Cf18l1l1 III :JIOI
co..-.10TALS 10 I'S . <0()
"'C:"~"Y:':;::.~...-:~.". OfGAIES It4Of'lZONtAU
4MH
1
12
9
gll
1<3
~
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:::3
~II
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12
2MH
1MH
o
3MH 2MH
15
18
21
.! ., ::': r/~i' '
. ..
" ,~I
1/ I ~
; .
, ,.
/ .,'
4081 N.W. 2nd Avepue
Boca Raton. FL 33431
. Zuhair M. Jalloul,. P.I;.
CONSULTING ENGINEER' .
.
PROJECT: THE HAMLET OF BOYNTON BEACH
.
~8TER AND SEWER DEMAND FLOW CALCULATIONS:
TOTAL NUMBER OF UNITS =
ANTICIPATEO:DEMAND PER UNIT~~
TOTAL DEMAND= 240x 275 GPD =
240.UNITS
275 GPD
66,000 GPD
NUMBER OF ERCs'= 66,000 GPD/ 350= 188,6 ERC
, .407-750~JJ
. (~05r3~~-
.ZUHAIR M,.JALLOUL, PoE
REGISTRATION #35416
MARCH 26 ~ '-.1990 '
J
..
..
..
.
,"
~
ZUHAIR M. )ALLOUL, P,E,
4081 N, BOCA RATON BLVD.
BOCA RATON, FL 53431
PHONE: 407-750-5278
MARCH 26, 1990
PROJECT: THE HAMLET OF BOYNTON BEACH
.
FIRE FLOW CALCULATIONS
ASSUMING 60 PSI PRESSURE AT EXISTING WATER MAIN
TOTAL LENGHT OF DIP LINE FROM EACH LOOP DLRECTION
= 1,400 L,F. AND 1~250 L.F,
USING 1,400 L,F.
REQUIRED FLOW AT FIRE HYDRANT = 1,500 GPM 6
or 2,16x10 GPD
FLOW FROM EACH DIRECTION ~ 1,080,000 GPD
HEAD LOSS 9 7.4 FT,/ 1,000 L,F, OF LINE
LINE HEAD LOSS = 7,4x 1,400/1000 = 10,36 FT
HEAD LOSS IN FITTINGS = 5.50 FT
TOTAL HEAD LOSS = 10,36 + 5,50 = 15,86 FT,
,
TOdAL HEAD LOSS IN PSI 6 15,86 FT x 1 PSI/ 2,307 FT
* 6,87 PSI
R~SIDUAL PRESSURE @ 1,500 GPM = 60- 6.87 ~ 53.13 PSI
.
..
.
~.~
ZUHAIR M. JALLOUL
P.,:.E. fJ 35416
'.
~
I
,
ZUHAIR M. JALLOUL, P.E.
4081 N. BOCA RATON BLVD.
BOCA RATON, FL 33431
PHONE: 407-750-5278
MARCH 26, 1990
PROJECT: THE HMvlLET OF BOYNTON BEACH
.
TOTAL SITE AREA 21.07 ACRES
.. PERVIOUS AREA 8.99 ACRES
BUILDING 3.44 ACRES
"PAVED 7.50 ACRES
WALKWAYS 1.14 ACRES
TOTAL PROJECT - ROOF 17.63 ACRES
IMPERVIOUS AREA FOR WATER QUALITY 8.64 ACRES
.
. % IMPERVIOUS FOR WATER QUALITY= (8.64/17.63)x100=49.01 %
2.5"x PERCENTAGE= 2.5x.4901=1.225"
1.225 INCH x AREA CONTROLS
REQUIRED VOLUME OF ON SITE DETENTION =
1.~25"X 21.07= 25.81 AC-IN OR 2.151 AC-FT
FOR DRY DETENTION = .75x25.81= 19.36 AC-IN OR 1.613 AC-FT
..
EXFILTERATION'TRENCH CALCULATIONS:
L = V
K*(H2*W+2H2*DU-DU-2+2H2*DS)+(1.39E-4*W*DU)
. cfs/ft-2-ftHead
K= 9.26 x 10E-4
..
V= VOLUME TREATED (ac-in) =. 19.36 AC-IN
H2= DEPTH TO WATER TABLE = 6.5'
,. W= TRENCH WIDTH = 5.0'
DU= UNSATURATED TRENCH DEPTH = 4.5'
DS= SATURATED TRENCH DEPTH = 0.5' \'
L= 259 L.F.
LENGTH OF TRENCH PROVIDED = 320 L,F,
.
~~
ZUHAIR M. JALLOUL
P.E. # 35416
11
.
.
Geotechnical & Construction Materials
Hydrogeology & Monitoring Wells
Engineering · Inspection · T..~lng
CLIENT:
PROJECT:
LOCATION:
FeIner Construction
Proposed drainage
N.E. corner N.E. 17th Ave. & 2nd Lane
Boynton Beach, Fl.
ORDER NO. .
REPORT NO.
DATE:
4793.2
2 .
1111189
tI
TEST: Usual Type Open Hole Exfiltration Test
SURFACE
ELEVATION: Ground surface Water table from ground surface In excess of 6'
CASING
DIA),lETER: 8"
TUBE DEPTH: 6.0'
ONE MINUTE PUMPING RATE
INCREMENT IN GAL./MIN.
LOCATION: Approx. 920' w. & 300' S. of .N.E. property 1 17..9
corner 2 17.6
3 17 .2
4 16.0
5 16.7
,
6 16.6
7 16.5
.. 8 16.4
MATERIAL DESCRIPTION: 9 16.4 .
. 10 16.4
. 0' - 6.0' Lt. tan quartz fine SAND
11 16.4
.
12 16.4
,
13 16.4
.
" 14 16.4
K (Hydraulic Conductivity) '15 16.4
K, - ~'.19xl0-4CFS/FT2-Ft. Head 16 16.4
17 16.4'
. .
~~(/#/
Michael J. Heil, Project Manager
P.E. #21083
1310 NEPTUNE DRIVE. BOYNTON BEACH. FL 33426 · Boynton Be.ch 736-4900 Pomp.no Stich 941-8700
. ~cf'
r-
.
.
~ .
NUtTING
ENGINEERS
Of' 'LOItIOA tNC,
ElTAlUIHED 1M7
Geotechnical & ConstructlonM.lerl.ls
Hydrogeology & Monltorlng'Wells
Engineering · Inlpectlon · Teetlng
. CLIENT:
PROJECT:
. LOCATION:
Felner Construction
Proposed drainage
N.E. corner N.E. 17th Ave. & 2nd Lane
Boynton Beach. Fl.
ORDER NO.
REPORT NO.
DATE:
4793.2
1
11/1/89
~
TEST:. Usual Type Open Hole Extiltration Test
SURFACE
ELEVATION: Ground surface Water table trom ground surface In excess of 6'
CASING .
DIAldETER: 8"
TUBE DEPTH: 6.0'
ONE MINUTE PUMPING RATE
.. , INCREMENT IN GAL./MIN.
LOCATION: Approx. 300' s. & 360' w. of N.E. property 1 17.4
corner 2 17.1.
,
3 16.8
4 .16.7
5 16.6
6 16.6
7 16.6
. 8 16.6
MATERIAL DESCRIPTION: 9 16.6
. 10 16.6
. ,
0' - 6.0' Lt. tan quartz fine . SAND '11 16.6
-
12 16.6
,
- 13 16.6
,. K {Hydraulic Conductivity) 14 16.6
K-9.32xlO-4CFS/FT2-Ft. Head
"
~4{] d'l
Michae~ J. Hei~. Project Engineer
1310 NEPTUNE DRIVE. BOYNTON BEACH, FL 33426. Boynton Beach 7~900 Pomp.no Beach 941.a7~ 19
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.......
MEMORANDUM
TO: Jay FeIner
FROM: James J. Golden, Senior city Planner
DATE: March 8, 1990
SUBJECT: The Hamlet of Boynton Beach - Site Plan
With respect to the above, please be advised of the following:
1. Traffic study to be resubmitted pursuant to the comments
from the Palm Beach County Traffic Engineering Division.
2. Comprehensive Plan requirements for a city park site and
preservation of native habitat to be discussed at March 13,
1990 meeting with Technical Review Board.
3. Parking lot design in vicinity of guard house to be
discussed at TRB meeting.
4. Parking calculations on page 4 of application and on site
plan are incorrect. The number of spaces required for the
240 units is 2 spaces per unit (480 total), pursuant to
Section 11.16.a of Appendix A-Zoning. Parking requirements
for all recreational amenities must be shown in accordance
with 11.16.e(12) of Appendix A-Zoning.
5. Proposed building colors must be indicated on blue print
elevations (item No. 14 on site plan application checklist).
6. All exotics must be removed from the site pursuant to the
Tree Preservation Code.
7. N.E. 4th Street to be dedicated and constructed between N.E.
16th Avenue and N.E. 20th Avenue prior to the issuance of a
Certificate of Occupancy (Policy 2.6.2 of the Comprehensive
Plan) .
8. Sidewalks are required along N.E. 4th Street (Sectfon 22-25
of the Code of Ordinances).
9. The internal sidewalk system should connect to the sidewalk
system along N.E. 4th Street (Policy 2.4.4).
10. Details on project signage have not been shown. For future
information, certain types of subdivision signs require site
plan approval.
11. The five recreation items provided for 50% credit must meet
the minimum acreage requirements set forth in Section 8.F of
Appendix C-Subdivisions, Platting. The acreage provided for
each amenity should be shown on the plans and delineated
accordingly.
12. Several proposed locations of inlet structures on the paving
and drainage plan conflict with proposed scrub habitat
preserve areas on the landscape plan.
~~j.~
OJAMES J. GOLDEN
JJG:cp
6~ \
EN3INEERIN3 DEPARIMENT MEMO NO. 90-084
March 29, 1990
TO: J. Scott Miller
City Manager
FRa.1: Vincent A. Finizio
Acting Assistant to the City Engineer
RE: T .R.B. Carroents
The Hamlet of Boynton Beach
Slattery & Root Architects
Zuhair M. Jalloul, P.E., Consulting Engineer
In confonnance with Chapter 19, Article II, "Site Plan Review and Approval",
Chapter 19-17, "Plan Required", Boynton Beach Parking Lot Regulations, Article
X, Section 5-142, "Required Inproverrents" including Chapter 22, "Streets and
Sidewalks", the applicant for the above referenced project shall su1:mi.t the
following information, data and plan (s) corrections.
1. Revise interior grassed swale section and typical road cross section for
N.E. 4th Street swales, to indicate that swale areas shall be fully sodded
and irrigated as specified within j the landscape plan general notes. Chapter
19-17 (k) "Engineering Data", minimum standards for 60' public rights-of-way
Specification Drawing A-81026 and Chapter 7.5 "Environrrental Regulation",
Article II, 'ILandscape Code", Section 7.5-35 (6) "Particular Requirerrents
for Grass".
2. Indicate on site plan the two sidewalks shown on the N.E. 4th Street
construction detail. Chapter 19-17 (k) 'ITechnical".
3. Lighting for the public rights-of-way for N.E. 4th Street shall be designed
and installed by Florida Power and Light Ccxrpany, a F.P.L. cost estimate
for street lighting installation and an equivalent amount of monies pre-
paid to the City of Boynton Beach for said installation. Upon approval of
the street lighting plan, the City of Boynton Beach will authorize the
installation of same.
4. Internal sidewalks shall continue through parking lot ingress/egress
approaches and be so transitioned to facilitate handicap pedestrian circu-
lation. Section 5-142 (g) "Sidewalk Standards".
5. In order to limit the Developers costs associated with parking area construc-
tion, the Design Engineer may delete the requirerrent for stabilizing the
parking stall areas, if the Design Engineer deems this action reasonable.
All other roadway and street areas shall remain stabilized as shown on plan
details.
6. Provide a current sw:vey not older than 6 rronths. Chapter 19, Section
19-17(k) "Technical Data".
7. Provide yellow longitudinal skip lines to delineate the left turn moverrent
exiting this site onto N.E. 4th Street. Federal Highway Authority's IIManual
on Uniform Traffic Control Devicesll, the State of Florida "Green Book", and
Chapter 22, "Streets", Section 22-23 "Stahdards" pursuant to Department of
Transportation Specifications.
8. Dedicate the R.O.W. for N.E. 4th Street.
9. Stonnwater inlet structures shall be located in. grassed areas. Section
5-142 (g) "Drainage Standards".
10. Provide a plan view and construction details for the off-site roadway
inproverrents as specified on pages 21 and 22 of the Traffic Impact Analysis
prepared by Olsak and Associates, Inc.
VAF /ck"
cc: Jim Golden, Senior City Planner
.~A:=t.V.L. .
Vincent A. Finizio r
. .01
I
~(
MEMORANDUM
Utilities #90-163
TO: Timothy Cannon
Inte~im Planning D
FROM: John A. Guid~y
Di~ecto~ of Utilities
DATE: Ma~ch 8, .1990
SUBJECT: TRB Review - The Hamlet - Site Plan
We offe~ the following comments on this p~oject:
1. Fire flow calculations shall be redone on the basis of 1500
gpm, not 1200 gpm, in accordance with the City Code.
2. Provide estimates of the total daily water demand and sewage
flow,
3. Please tie the proposed water main into an existing 16"
wate~ main in N.E. 4th Street, rather than the 8" main.
4. Install a pe~manent sampling point near the common area.
5. Add a note to the effect that the City will own and maintain
only the main line portion of the sewer.
6. Indicate cleanouts at maximum 75-foot inte~vals on the sani-
ta~y service lines. We recommend access covers be installed
.. .over all cleanouts in pavement.
7. Relocate the water meters to grassy areas nearer to water
.. ma ins .
..
.8. Show all easements.
9, Indicate meter sizes.
10. Add gate valves as needed.
11. Appropriate backflow preventers shall be installed on water
services to the laundry, maintenance, recreation and manage-
ment buildings.
12. Add a note that all water services with either end under
pavement shall be of type ilK" copper. Water services shall
also have ball valves at the main with sultab~e valve boxes
to grade.
dmt
bc: Peter Mazzella
UY
RECREATION & PARK MEMORANDUM #90-123
FROM:
Timothy Cannon, Interim Planning Director
Kevin J. Hallahan, Forester/Horticulturist ~i4-
TO:
SUBJECT: The Hamlet - Site Plan
DATE: March 8, 1990
1. The applicant must prepare a tree management plan for the
site, including the total acreage of preserved, relocated
and removed scrub habitat.
2. Thirty percent (30%) of the shrub/hedges for new
landscaping must be native species.
3. The Australian Pine trees must be removed completely, and
the area made into a relocation site for scrub habitat.
4. The Wild Tamarind native species should be Tamarindicus
bahamensis.
KJH:ad
q
~
2.
3~
~ . ,
4..
5.
9
6.
7.
ENGINEERING DEPARIMENI' MEM) NO. 90-053
March 7, 1990
TO:
J. Scott Miller
City Manager
FRCM:
Vincent A. .Finizio
Acting Assistant to the Ci ty Engin~
T.R.B. Canrents (Courtesy Carrnents only, based upon T.R.B. rrotion)
The Hamlet
Slattery & Root Architects
RE:
.:.
In confonnance with Chapter 19, Article II, "Site Plan Review and Approval"
and Boynton Beach Parking lDt Regulations,Artic1e X, the applicant shall
suhnit the following infonnation and data.
1. Provi~e a traffic impact analysis. Section 5-144 (n) "Traffic Impact
Analysis".
Parking facility lighting system shall be photo-cell activated. Section
5-142 (g) "Lighting Standards".
Provide smtab1e illumination of 'the pedestrian walkways. Section 5-142 (b)
"Pedestrian Lighting".
. .
Provide internal directional arrows. Section 5-142 (c) "Traffic Control"
and Chapter 19, Section 19-17 (e) "Internal Circulation".
Location and dirrension of present and proposed. street and highway dedication
required to handle the traffic generated by the proposed uses. Chapter 19,
Section 19-17 (d) "Streets" ~
Provide a current survey not older than 6 rronths. Chapter 19, . Section
19-17(k) "Teclmica1 Data".
Drainage system shown on site plan drawn by Zuhair M. Ja110u1, P.E., conflicts
with landscaping plan that indicates scrub habitat and nango groves to rerrai.n.
Resolve plan conflicts. Section 5-142 (9) "Construction Standards".
8._ Indicate on plans the location of all raised contiriuous concrete curbing.
Section 5-142 (e) "Curbs". Curbing shall canp1y with. the mini.rm.lm standards
.. . specified within Section 5-142 (g) "Curbing Standards".
9. Parking lot stabilization as shown on site plan is not a requiranent of the
Boynton Beach Parking Lot Regulations. In order to reduce project costs,
the EI:gineer of Record. may delete his plan requirerrenf' should he deem it
practl.cal. . ,
10. Provide a full set of Drainage details.. Chapter 19" Section 19-17 (k)
"Teclmica1 Data" and Section 5-142 (g) "Construction/Qrainage Standards".
11. Provide construction details and a plan view of the errergency access area
at N.E. 3rd Street. Chapter 19, Section 19-17(k) "Teclmica1 Data".
12. Provide storrnwater drainage swa1e details for on site parking facilities
and for N.E. 4th Street. Section 5-142 (f) "Drainage" an:1 Section 19-17 (k)
"Technical Data" and Engineering DepartIrent Standard Drawing No~ A-80033
"Swales".
13. Provide yel1CM longitudinal skip lines to delineate the left tu.rn rrovanent
exiting this site onto N.E. 4th Street, and provide a set of construction
plans for the irnprovenents within N.E. 4th Street. Chapter 19, Seqtion
19-17(k) "Technical Data" and Section 5-142(g) "Construction Standards".
14. Provide dimensions and elevations of proposed parking facility. Section
5-142 (g) "Construction Standards".
con It. . . . .
57
EN3INEERING DEPAR'IMENI' MEM) NO. 90-053 con't.
15. Provide .pedestrian sidewalks along the R.O.W. of N.E. 4th Street,
Chapter 22, "Streets and Sidewalks", Section 22-25 "Sidewalks Required".
16. Indicate on plans the location of. all handicap stalls and ranps. Handicap
parking must catply with Florida ~ of Building Cedes and Standards
and Section 5-142(k) "Handicap Requirerrents".
17.
-=,
Parking lot drainage gradient lines irxlicate an inverted crown in conflict
with the typical section which irrlicates a crowned pavercent area. Resolve
plan conflicts. Section 5-142 (g) "Construction Standards". Also provide a
construction section for the parking areas. Section 5-142(g) "Construction
Standards" .
18. Dedicate R.O.W. and construct N.E. 4th Street. Provide lighting arid road-
way construction plans for N.E. 4th Street. Rerrove existing speed burrps.
,. NM'/ck
9C: Jim Golden, Senior City Planner
.
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oF'
Page One of Two
BUILDING DEPARTMENT
MEMORANDUM NO. 90-092
March 12, 1990
TO: Timothy Cannon, Acting City Planner
FROM: Michael E. Haag, Zoning & site Development Administrator
RE: COURTESY COMMENTS FOR HAMLET APARTMENTS
Upon review of the above mentioned project, the following list of
comments have been provided as a courtesy with the applicant's
full knowledge that there will be a full review made when the
project's site plan is placed on a Technical Review Board agenda:
1. All plans submitted for public record by a design
professional, registered in the State of Florida, must show
original signature and seal of design professional
responsible for drawings.
2. Show handicapped accessibility walkway leading to project
from Northeast 4th Street. Identify walkway material, width
and slope.
..
3. Show spot elevation along handicapped accessibility walkway
leading to the apartment entrance from the required
handicapped parking space.
4. Provide a complete floor plan drawing for building type C.
5. On plans, identify the type of material and width of all
walkways.
6. On paving and drainage plans, omit typical parking stall
detail shown and use the typical parking stall detail shown
on the site plan drawing. On the paving and drainage plans,
show the location of the handicapped parking spaces.
7. On the plans, identify the pool and wading pool square feet
surface water area.
8. On the plans, identify the square foot area of the tennis
court and basketball court and their associated paved area.
Also show appropriate parking space calculations for the
entire site consistent with Section 11H of the City Code of
Ordinance.
9. On the plans, identify the type of grass cover and its
location throughout the site.
10. On the plans, show the location of trees planted at 40' on
center at the southeast corner of the property.
11. On the plans, show continuous vehicle use area landscape
screening around the perimeter of the property (continuous
screening landscape material plant spacing is two feet (2')
on center).
12. Provide a sidewalk along Northeast 4th Street.
13. Show location and size of project title signage. All
signage must comply with the sign code.
14. Show the location and type of site directional signage.
15. On the plans, identify the location of the guardhouse from
the east property line.
S9.
!
I
Memo: Timothy Cannon
Hamlet Apartments
March 12, 1990
Page Two of Two
16. On the plans, show an elevation view, floor plan and typical
wall section drawing of the guardhouse building. Include
the guardhouse parking space and accessibility path to the
guardhouse.
17. South Florida Water Management District permit is required.
18. Lake Worth Drainage District permit is required.
19. Show landscaping around compactor dumpster.
20. Identify the location of the required pedestrian lighting.
21. All landscape material must meet the minimum size, spacing
and grade requirements identified in the landscape code.
22. On the plans, identify the width of the perimeter landscape
strips.
23. Provide a total count of each species of trees, shrub and
ground cover material and show overall percentage of
landscape material with a 50% native count.
24. On the plans, identify the total number of two bedroom and
three bedroom units.
meh:eaf
cc: Don Jaeger
HAMLET.SDD
(a)
MEMORANDUM
POLICE # 90-024
TO:
Mr. James Golden
FROM:
Lt. Dale Hammack
RE:
The Hamlet
DATE:
March 9, 1990
As per our discussion at the Technical Review Board meeting of
6 March 1990, I am recommending the following:
1. Remove speed bumps. (Public safety)
2. Improve N.E. 4th St. and open N.E. 4th St. North & South
(Public Safety)
3. stop signs and stop bars at ends of all parking aisles
connecting to drive ways. (5-142C)
4. .Sidewalks on main entry way & along N.E. 4th St. (Public
Safety)
5. .2nd and 3rd driveways West of guard house on the North side
should be closed. (Public Safety)
~[k4--
L . Dale Hammack
DH/cm
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MAR .S. C::l!7
PLANNING DEPT.
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FLORIDA AFFORDABLE
HOGSING, INC..
October 24, 1989
Mr. Remar Harvin
Director of Housing & Community Development
of Palm Beach County
801 Evernia Street
West Palm Beach, FL 33401 I
Dear Mr. Harvin:
Enclosed is a revised set of financial projections with respect
to the affordable housing for senior citizens which we would like
to develop in Boynton Beach. The principle revisions were reduc-
tion of the number of units from 256 units down to 240 units, and
elimination of the developer fee. There are a few other refine-
ments that may more accurately reflect what we feel the numbers
will be. .
....
Mr. Douglas Dawson of your staff objected to the large developer
fee and also the consulting fee being paid to Florida Affordable
Housing. Those fees were in essence being paid from the equity
contribution and the elimination of those fees results in a
reduction of the equity contribution. Based upon the projected
cash flow, the $4,407,000 equity contribution will yield less
than a 1% annual cash flow return initially to the. Developer,
Hamlet Joint Venture.
Bo.ynton Beach City planners advise us that they will require
dedication of a 60 ft. strip for continuation of Northeast 4th.
Street since there are presently no through streets between U.S.
1 and Seacrest in this area. We desire to have an enclosed
communi ty with security such as is offered at Wedgewood Apart-
ments in Riviera Beach, and as we are presently developing at
Auburn Trace in Delray Beach. Bringing Northeast 4th Street
through cuts off a 1-1/4 acre parcel from the 23.6 acres we are
acquiring. Adjacent to that 1-1/4 acres to the South is St.
Andrews Manor, a home for approximately 90 Alzheimers patients.
We have met with the Reverend Edward Doherty, the Administrator
of St. Andrews, and he is very interested in utilizing the 1-1/4
acre parcel for an addition to St. Andrews so that they could
4723 W. Atlantic Ave. · Suite 9 · Delray Beach, FL 33445
(407) 495-8470 · FAX (407) 495-7147
(&
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offer skilled care for Alzheimers patients. Presently St. An-
drews is only equipped and licensed to offer intermediate care
and when patients regress and need additional care, St. Andrews
is not presently able to care for them. The projections now
reflect sale of that 1-1/4 acres t6 St.. Andrews for $65iOOO~ We-:
are pleased with this revision in our plan since there is such a.
critical need for care of Alzheimers victims. Father D'oherty-'
advised us that there are approximately 48,000 Alzheimers victims
in Palm Beach County and about 200 beds.
At Mr. Dawson's suggestion, I talked to Tony Smith, whom I knew
through our Auburn Trace development in Delray Beach. I talked
to Tony late this past Friday and he advised me that he would
unfortunately be on. vacation this week, but that I should sit
down with you and discuss utilization of funding from the coun-
ty's Housing Trust Fund.
I know just from what I read in the papers that you are extremely
busy, but there is some urgency with respect to this request, as
discussed in the Executive Summary of the booklet I sent to you,
and a great need for decent affordable housing for low income
senior citizens. Could you please find the time to meet with me
this week.
Thank you for your consideration.
Kindest regards,
J
Thomas G. Hinners
President
TGH:rf
"
cc:
Tony Smith
Johnnetta Broomfield
James J. Golden
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I
THE HAMLET
COSTS
BUILDING CONSTRUCTION
80
160
240
One Bedroom Units @ 650 sq. ft.
Two Bedroom Units @ 850 sq. ft.
Office, Laundry, Recreation,
Maintenance, Guardhouse
LAND
SITE IMPROVEMENTS
sewer, Water, Streets, Parking,
Drainage, Perimeter Wall
Dandscaping and Irrigation
Recreational Amenities
SOFT COSTS
Architect
Engineering
Ad Valorem Taxes
Feasibility, Appraisals, Surveys
Legal & Consulting
Title Policy & Closing Costs
Construction Interest
Accounting: Office
~ender Finance Fees
Tax Credit Fee
Insurance
R-ent Up Reserve
Contingency
PERSONAL PROPERTY
Maintenance Equipment
Offi~e Equipment/Furniture
Laundry Machines
Furniture
Recreation Equipment
GRAND TOTAL
1
52,000
136,000
188,000
x $35.00 $6,580,000
6,366 sf
x $60.' 382,000
1,060,000
$1,000,000
330,000
70,000 1,400,000
$ 90,000
50,000
55,000
25,000
100,000
80,000
450,000
80,000
220,000
50,000
100,000
150,000
100,000 1,550,000
$ 30,000
25,000
25,000
50,000
10,000 140,000
$11,112,000
(pi.-.
THE HAMLET
FINANCING ASSUMPTIONS
I. FIRST MORTGAGE:
Amount
Interest Rate
Amortization
Term
Annual Debt Service
$ 3,043,000
11%
30 years
15 years
'$ 347,759
II. SAIL Second Mortgage
Amount
Interest Rate
$ 2,550,000
9%
Amortization & Term - 3% interest only payments of $76,500 per
year, when available from cash flow, for 15 years with deferred
interest of $2,295,000 plus principal payable after 15 years,
i.e. no compounding of interest.
III. TOTAL FINANCING:
,1
First Mortgage
Second Mortgage
City/County Grants
Equity Contribution
Total Development Cost
$ 3,043,000
2,550,000
1,112,000
4,407,000
$11,112,000.
.
..
2
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THE HAMLET
RENT ANALYSIS
1989 Area Median Income: $37,600
CALCULATION OF TENANT RENT:
Number Percentage Net
Persons per of Median Income 30% of Monthly utilities Rent tl
Family Income Limits Income Rent Allowance Projec'
1 42 15,780 4,734 395 (60) 335
2 48 18,060 5,418 452 (70) 380
3 54 20,280 6,084 507 (70) 425
TENANT/UNIT-TYPE MIX:
Number
of
Persons
1BR
2BR
Monthly
Rent
1
2
3
75
5
$
25,125
58,900
4,250
80
150.
10
160
$
88,275
.
x 12
$1,059,300
..
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THE HAMLET
OPERATING EXPENSES
utilities $ 70,000
Repairs & Maintenance 60,000
Management Fees @ 5% 53,000
Security 75,000
.
Office' Expense 10,000
Advertising 8,000
Insurance 50,000
Ad Valorem Taxes 130,000
Payroll & Related Taxes 80,000
Legal & Accounting 10,000
$ 546,000/240 Units
$ 2,275/Per Unit
OTHER INCOME
coin Laundry Machines
$
30,700
Vending Machines, Pay Phones, etc.
4,000
$
34,000
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CITY of
BOYNTON BEACH
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211 South Fflflf" Highway
,... o. Box :na
Boynton e,lICtt, "'arid. 3342!5-0310
(407) 7304..111
OFFIC( OF THE OIR~CTOR'OF UTILITIES
Oc;tober 31, l~e'
Mr. ihoma~ G. Hinners, Pres;cent
F10rida Arrordablo Housin9. Inc.
-4723 W, Atlenlie Ave., Suite 9
Delray Beech, FL 33445
'O.ar Mr. Hinners:
SUBJECi: The Ham'~t - PrQPoeed Developments
After r~viewing your pr&liminary layout for tni~ project, we o.n
e~c~rtQ;n the fo1'?w1n9;
1. A 16" water main exists in th~ N.E. 4th St. right-of-wey.
2. A 10" 9ravity sewer a1so ~~ist. in the N.E. 4th
St. r1ght-of-way. with . manhole at N.E. 17th
Avenue, This .r.. i6 e.rv.d by Lift Steelen No. 310, which
must b. uP9raded to accommodot~ the ~dditignal flow~.
3. The city ha. .uffi~;.nt reo~rvo cep~Qity at both the water
and wast.water treatmont p'ent~ to :~rve the propo~ed
facil1ty.
-
IF you hdVO any (ur~her qU~5tion8 re~ard;nQ th1~ matt~r. pleas.
rcfe~ th~m to P~t~r Mazzella of th1~ office.
Sine.rely your~.
C~y OF I BOY7-' BEACH
~oh ~rY.
Dir ctQr o' Utifiti..
dlh
xc: Peter Ma=:el1a
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CITY of
BOYNTON BEACH
100 E, Boynton Beach Blvd.
p, O. Box 310
Boynton Beach, Florida 33435.0310
(407) 734.8111
November 14, 1989
Hr. Thomas G, Hinners, President
Florida Affordable Housing, Inc,
4723 West Atlantic Avenue Suite 9
Delray Beach, Florida 33445
Dear HI.', Hinners:
This letter is to advise you that at the November 7, 1989 regular
meeting of the City Commission, Vice Mayor Olenik moved and
Commissioner Wische seconded the motion to commit Two hundred
thousand dollars ($200,000,00) for the Affordable Housing
Development to be developed by your organization within the City
of Boynton. Beach, One hundred twenty-five thousand dollars
($125,000,00) would be used to upgrade the Sewage Pumping Statio!!
#310 and also Seventy-five thousand dollars ($75,000,00) for the
completion of North East 4th Street, '
It is our understanding that Florida Affordable Housing Inc, will
build the road and be reimbursed by the city at the time of the
completion of the entire development which is estimated to be
December 1991, Additionally, Vice Hayor Olenik motioned and
Commissioner wische seconded that the above motion would be
contingent upon Florida Affordable Housing, Inc, receiving One
millio!l dollars ($1,000,000,00) from Palm Beach counti to support
the Affordable Housing Development,
Finally, Mr, Hinners, as stated in the City commission meeting,
the city does support the development of affordable housing
within our City, Though final plans have not been approved for
the construction of the housing units, and also we know that this
is the initial stage of. the application process, the written
proposal as submitted to the city has been reviewed and we do
support your application for the SAIL program,
ry!
/
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If you have any further questions please do not hesitate to call,
Good luck in your endeavor, We look forward to working with you
in the future for the completion of this Affordable Housing
Development,
Sincerely,
J;h. II(
, - - € f..'7 X( (/..
Georg~)Hunt
Interim City Manager
(J~----~
JB:GH/kg
c: Johnnet~a Broomfield, Director
Community Improvement Department
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PLANNING DEPT. AGENDA MEMORANDUM NO. 040
j'
.T~~ J, Scott Miller, city Manager
I
FROM:. Timothy P. Cannon
DATE: February 27, 1990
SUBJECT: Preservation Requirement for The Haml'et Project
Please place the above-mentioned item on the City Commission
agenda for the March 6, 1990 meeting,
Mr. Jay Felner, agent for Hamlet Joint Venture Co., has requested
that the City Commission consider reducing the native habitat
preservation requirement from the 25% which is usually required
to approximately 16%, The applicant has submitted a site plan
(for 240 rental apartments), which will be considered at the
March 13 Planning and Zoning Board meeting and March 20
Commission meeting, however, the applicant would like the
Commission to address the preservation requirement at this time,
in order to amend the site plan, if necessary, prior to the P & Z
and commission meetings. A copy of the proposed site plan is
attached, as is a letter from the applicant,
The property in question is a 21-acre tract located in the
vicinity of N.E, 4th Street. Approximatley 14 acres are covered
by Florida scrub, which is in a somewhat degraded condition. Due
to heavy impact on this site form pedestrian and motor bike
traffic, much of the ground cover and understory has been
destroyed, however, a significant number of sand pine and other
native trees remain, Because the site has been significantly
disturbed, it is not sUbject to the county or City's.
~nvironmentally-sensitive lands Ordinances, Nevertheless, the
site is shown as a "B" rated native habitat site in the city's
. Conservation Element of the City's Comprehensive Plan, Policy
4,4.1 states that, for "B" and "C" rated sites "micro-preserves
mAY be required oriented to preservation of a minimum 25% of all
. native plant communities which occur on-site."
The applicant is requesting that the preservation requirement be
reduced from 25% to 16% in order to place the maximum number of
units on the site allowed by the zoning regulations (10.8
dwellings per acre), The preserved area would consist of 2.23
acres on the western portion of the property. An additional .5
acres would be preserved in scattered locations around the site.
Such a request would be consistent with Policy 6,1,1 of the
Housing Element which states "subsequent to plan adoption,
establish procedures to provide information, technical
assistance, and explore possible incentives to the private sector
to maintain a housing production capacity sufficient to meet the
required production, These possible incentives could include
assistance in land assembly, below-market financing, allowances
to build on non-conforming lots, and density increases," The
reason that this
1
75
request would be consistent with Policy 6.1,1 is that the
financing for the project is through the Palm Beach County
Housing Finance, and consequently, a certain percentage of the
units are required to be rented to low- and moderate-income
families,
It may be possible for the full 25% requirement to be met, if
some of the buildings were to be constructed as 3-story buildings
(the buildings shown on the proposed site plan are all 2-story
buildings). However, it is not desirable for 3-story buildings to
be constructed on this site because of the conflicts that would
be created with the surrounding neighborhood, which consists
entirely of low-rise residences (single-family to the north and
west, an ACLF to the south, and a mobile home park to the east).
Allowing 3-story buildings on the site would arguably conflict
with Policy 1.17.7 which states "Subsequent to Plan adoption,
modify the land development regulations to utilize buffering
measures, performance standards, and other project design
considerations and use limitations which minimize land use
conflicts, as part of the review of development plans,
Due the need to balance preservation needs with the need to
provide incentives for affordable housing-and the need to
minimize land use conflicts, it is the Planning Department's
recommendation that the applicant be allowed to reduce the
preservation requirement from 25% to 16%, The language in Policy
4,4.1 implies that the city has this discretion with respect to
the exact amount of habitat to be preserved,
Timothy p, Cannon
-,--
~
cc: Kevin Hallahan
~ohnetta Broomfield
~
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SLATTERY & ROOT
ARCHITECTS
Architectural Design & Planning
Member: A.I.A.
February 26, 1990
Boynton Beach city commission
120 E. Boynton Beach Blvd.
Boynton Beach, Florida 33435
Re: The Hamlet of Boynton Beach
Low Income Housing Project
Developed by The Hamlet Joint Venture
Dear commission Members:
The project presented for your consideration consists of 240 low
income rental housing uni ts. The property selected for the
proposed housing complex contains roughly 14 acres of scrub oak
habitat. The city comprehensive Plan requires that 25% (or 3.5
acres) of said acreage be preserved intact. The developers have
taken the utmost care to preserve as much of the best oak scrub
habitat available and still allow the project to remain
economically feasible.
.
.
Various design schemes were looked at including reducing the
density of the units, as well as increasing the heights of the
! buildings to three (3) stories. We feel that the scheme selected
is the most economical and aesthetic design possible to have on
this difficult site. The net result of the proposed design scheme
is the preservation of 2.23 acres (16%) of the best available
intact scrub oak.
We realize that the 2.23 acres is less than the required 3.5 acres
of habitat and propose to leave an additional 1/2 acre of intact
oak scrub to be scattered around the site.
2101 N.W. 2nd Avenue - Boca Raton. Florida 33431 - (407) 392-3720
11760 U.S. Highway 1 - North Palm Beach. Florida 33408 -(407) 775-1334
7S
Boynton Beach City commissioners
February 26, 1990
Page 2
We respectfully request that the city commission waive the 25%
requirement thereby ensuring that the city is meeting its policy
goals as outlined in sections 6.1.1 and 6.1.3, pertaining to low
income housing, of the cities'comprehensive plan.
'Mark D_ Burton,
SLATTERY & ROOT
MDB:le
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SLATTERY & ROOT ARCHITECTS
2101 NW 2nd Ave. 11760 US Hwy. 1
Ste. 5 Ste. 301
Boca Raton, FL 33431 North Palm Beach, FL 33408
(407) 392.3720 (407) 775,1334
[!'[ELrLr~OO @If LrOOLi:\~~[KXJDLrLrLi:\~
TO
CI/f ~ fjhy;.pp b?AdI
RE:
DATE
o Samples
the following items:
o Specifications
>
WE ARE SENDING YOU ";ti Attached 0 Under separate cover via
o Shop drawings 0 Prints 0 Plans
o Copy of letter 0 Change order 0
NO.
o Approved as submitted
o Approved as noted
o Returned for corrections
-1f FIf Jt.- f72/3.
19
o Resubmit_copies for approval
o Submit_copies for distribution
o Return_corrected prints
r;;:;eh?1-/1.R7
'!
~ For approval
o For your use
o As requested
o For review and comment
o FOR BIDS DUE
>
....
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PRODUCl24o.l 1N7fBS/1l.e.. -. IbsI. 01471.
SIGNED:
COpy TO
_ ,~noa~d of Count). Commissioners
Carol J. Elmquist, Chairman
Karcn T. Marcus, Vicc Chair
Carol A. Roberts
Ron Howard.
Carole Phillips
County Administrator
Jan Winters
Department of Engineering
and Public Works
March 5, 1990
Jim Golden
Senior City Planner
City of Boynton Beach
120 N.E. 2nd Avenue
Boynton Beach, FL 33435
SUBJECT: THE HAMLET OF BOYNTON BEACH
Dear Mr. Golden:
By way of cover letter, dated February 13, 1990, I have received a traffic report
from Ivan Olsak, P.E., for a proposed 240 - unit apartment complex named "The
Hamlet of Boynton Beach" within the City of Boynton Beach,
Since the application for this project was submitted after February 1, 1990, I
assume that is subject to the new 1990 Countywide Traffic Performance Code unless
.otherwise notified by the City as to a valid previous approval covering this
site.
~The traffic study prepared by Mr, Olsak did not specify a project buildout time
from and did not address the Countywide Traffi c Performance Code (County
- Ordinances 90-6 & 90-7 and Resolution R-90-283),
It should also be noted that the traffic study did ~ot use the accepted trip
· generation rate for attached housing (7 trips per day per dwelling unit) which
is found in the County Road Impact Fee Ordinance (Ordinance 89-19). Moreover,
traffic study should have addressed the need for turn lanes at the intersection
of Northeast 4th Street and N,W, 22nd Ave,
.....
RECEIVED~ .
MAR 13 .
PLANNING DEPT.
"An Equal Opportunity. Affirmative Action Employer" ..
BOX 2429 WEST PALM BEACH, FLORIDA 33402-2429 (407) 684-4000
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71
March 5, 1990
Jim Golden
Page 2
Without clarification of the above items, a determination can not be made as to
whether or not the project complies with the 1990 Countywide Traffic Performance
Code.
Please feel free to contact me if you have any questions concerning these
comments,
Sincerely,
OFFICE OF THE COUNTY ENGINEER
4~
Allan A. Ennis, P,E., AICP
Development Review Engineer
AAE:dem
File: SID "H" misc.
Dist. 3 Intersection.
City of Boynton Beach - Municipal
cc: Audrey Wolfe, Special Projects - Palm Beach County
Ivan Olsak, P.E., Olsak and Associates
.
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aae\jgolden.tra
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71
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,I
MEMORANDUM
TO: Technical Review Board
John Guidry, Utilities Director
Bob Eichorst, Public Works
Charles Frederick, Recr & Parks Dir
Ed Allen, Fire Chief
Edward Hillery, Police Chief
Kevin Hallahan, Forester/Horticulturist
Don Jaeger, Building Official
Vince Finizio, Acting Asst to City Engineer
FROM: James J. Golden
Senior City Planner
DATE: March 7. 1990
SUBJECT: Special Technical Review Board Meeting - March 13, 1990
Please be advised that the Technical Review Board will meet on
Tuesday, March 13, 1990 at 9:00 A.M. in Conference Room "c" to
discuss the following projects with the developer's consultants:
1. The Hamlet of Boynton Beach (9:00 A.M.)
2. Carriage Homes of Congress Lakes (10:00 A.M.)
The purpose of this meeting is to assist the developer's of these
projects in meeting the City's development regulations prior to
-resubmittal on March 26, 1990.
..
Ma
_ GOLDEN
JJG:frb
"
cc:
City Manager
Timothy P. Cannon
Tambri J. Heyden
Johnnetta Broomfield
John Wildner
William Cavanaugh
Lt Dale Hammack
David Crockett
Pete Mazzella
Mike Haag
Central File
Tom McMurrain
Jay FeIner
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TRB3.13
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TRAFFIC IMPACT ANALYSIS
..
240 UNIT APARTMENT COMPLEX
SOUTHWEST CORNER OF
N.E. 4TH STREET
&:
N.E. 20TH STREET
CITY OF BOYNTON BEACH
PREPARED BY:
OLSAK &: ASSOCIATES, INC.
WEST PALM BEACH, FLORIDA
MARCH 1990
,
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TABLE OF CONTENTS
INTRODUCTION. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1
IDeATION MAP......................................... 2
SITE PLAN............................................ 3
TRIP DISTRIBUTION....................................4 ,
TRAFFIC GENERATION RATES.............................5
PROJECT BUlLOOUT..................................... 6
MAJOR PROJECT MAP........... ~ . . . . . . . . . . . . . . . . . . . . . . 7 - 8
HISTORICAL GROWTH.................................. 9 10
RADIUS OF DEVELOPMENT INFLUENCE TEST 1................ 11
1992 BUILDOUT TRAFFIC ASSIGNMENTS....................12
TEST 1 - TOTAL TRAFFIC...............................12A
RADIUS OF DEVELOPMENT INFLUENCE TEST 2...............13
1992 BUILDOUT TRAFFIC ASSIG~ENTS TEST 2.............14
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.
J?~J\lC lI()tJ~.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41].!5 -- :L~
RECOMMENDATIONS & CONCLUSIONS........................20
ROADWAY REQUIREMENTS................................. 21
OFF SEASON CONVERSION FACTORS.....................22 - 23
THRESHOLD E VOLUME................................... 24
1% LOS VALUE......................................... 25
3% IDS VALUE......................................... 26
ITE TRIP GENERATION RATES.........................27 - 29
QUANTUM PARK TRAFFIC IMPACT ANALYSIS..............30 - 34
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INTRODUCTION
This is the site of a proposed 22.6 ~cre, 240 dwelling unit
~partment complex, which will be located in the southwest cor.ner
of the intersection of N.E. 20th Avenue and N.E. 4th Street in
the unincorporated area of Boynton Be~ch.
The purpose of this Traffic Impact Analysis will be to
determines
~)
The effect
of
this projects
tr~ffic upon
the
surrounding roadway traffic;
b) Site related improvements.
c) Compliance with. Palm Beach County's New Areawide 1990
Traffic Performance Standards (Municipal).
Traffic counts were available from the Metropolitan Planning
O~ganiza~ion Traffic Count Locations and from Peak Hour Tr~ffic
Counts taken by our firm during the 3rdweek of March, 1990. ---
.
Access to the site will be from N.E. 4th Street.
-
Five hundred thirty two parking spaces are required, but the
project will provide parking for five hundred thirty four spaces.
'The dwelling units are categorized by the number of bedrooms
b~sed upon the following:
One Bedroom - 72 Dwelling Units
Two Bedrooms - 136Dwelling Units
Three Bedrooms 32 Dwelling Units
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LOCATION MAP
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HAMLET OF BOYNTON BEACH
~ SLATTERY & ROOT
~ t,: IW .~..~S!" ITEC!~.>;,..
.....'u,....,...""N'"l,,,f"A..II~ uohn"UI
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TRIP DISTRIBUTION
This report will address assumptions as to the general
distribution of traffic as follows:
N-35%
W-30%
E-15%
.'
S-20%
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TRAFFIC GENERATION RATES
Trip Generation Rates are taken from Palm Beach County's
Fair Share Impact Fee Ordinance and are as follows:
7 T/D.U. x 240 Dwelling Units = 1680 Total Trips/Day.
These 1680 trips/day will then be distributed throughout the
roadway network assuming 100Y. occupancy and development based
upon the trip distribution identified on Page 4. This Traffic
assignment constitutes Test #1 in Palm Beach County's Mandatory
Traffic Performance identified on Page #11 of this report. In
this test the Traffic must be distributed to a 1Y. threshold
level.
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PROJECT BUILDOUT
Building Permits for this project is contemplated to be
obtained under one building phase. Building permits for Models
will be constructed with the approval of the project which will
then leave approximately 230 dwelling units left to be
constructed. This report will then assume one phase beginning in
August 1990 and ending in December 1992. This data including the
historical growth rate will be added to the surrounding roadway
network. Based on these assu~ptions, buildout for this project
will be a two year time from ending in the calendar year of 1992.
...
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MAJOR PROJECT MAP
Provisions of the Traffic Performance Code dictate that all
major projects within the project radius of influence during the
build out period of the proposed project shall be specifically
accounted for in projecting background traffic. A major project
is defined as:
Any PROJECT, including those within municipalities, which
is:
,
(A) A Development of Regional Impact;
(B) A PROJECT which generates more than seven thousand
(7,000) trips;
(C) Any PROJECT of any type or size which is contractually
bound to financing or constructing any portion of a
Major Thoroughfare which is not site related;
The major projects within the Study Area include:
D-7 Quantum Park
D-8 Motorola
D-9 Boynton Beach Malls
R-20 Citrus Glen
R-21 Melear PUD
C-18 High Ridge Plaza
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MAJOR PROJECT MAP (CONTINUED)
All traffic from the unbuilt portion of the major projects
approved prior to the County Engineers approval of the proposed
projects traffic study which will add more than 10Y. of th~
adopted Level of Service "0" within the proposed projects Radius
of Development Influence during the Buildout Period of the
proposed project shall be specifically accounted for in
projecting traffic.
A review of the major projects reveal only one possible
project generating more than 10Y. on anyone link before 1992.
This project would be Quantum Park. The buildout for Quantum
Park has been slow. Phase I generates some 12,018 trips (see
page IV - 3 Quantum Park T1A enclosed). The only occupied
structure within Quantum Park is the Publix Distribution Center.
The only buildings scheduled for construction is a 19,000 square
foot "Safe-T-Clean" office/warehouse plus a second building in
the 16,000 square foot range also an office/warehouse.
~ Because approximately 20Y. of all the uses listed in Phase I
_ would be required to be built before the 10Y. threshold would be
.met on N.W. 22nd Avenue according to the TIA for Quantum Park,
page IV-6, it is concluded that Quantum Park will not approach
the 10Y. threshold on any link prior to the Buildout of this
project, January 1, 1992.
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HISTORICAL GROWTH
Based on the information contained on Page 13, it will be
necessary to compute the Historical Growth for five segments of
road in which development traffic exceeds 1% of LOS "D", these
are:
a) US 1 from N.W. 22nd Avenue to Hypoluxo Road.
b) US 1 from N.W. 22nd Avenue to Boynton Beach
Boulevard.
c) N.W. 22nd Avenue from US 1 to Seacrest Boulevard.
d) N.W. 22nd Avenue from Seacrest Boulevard to High
Ridge Road.
e) High Ridge Road from N.W. 22nd Avenue to Hypoluxo
Road.
f) Seacrest Boulevard from Boynton Beach Boulevard
to Hypoluxo Road.
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HISTORICAL GROWTH (CONTINUED)
The West Pall Beach Urban Study Area Traffic Counts Annual Average Daily
Counts Nere then obtained for the following four years 1986, 1987, 1988 & 1989, to
to deterline the above roadways historical growth pattern,
The following infor.ation was obtained:
AYE. HIS.
GRDIITH
1986 1987 1988 1989 RATE
ROAD LOCATION YOLU"E YOLU"E YOLU"E YOLlmE X/YEAR
a) U.S. 1 N.II. 22nd Avenue 4976 4996 7564 +tn/Yr
to Hypoluxo Road
b) U.s. 1 N.II. 22nd Avenue 18926 22744 19557 19309 t5X/Yr
to Boynton Bch Blvd.
c) N.M. U.S. 1 to Seacrest 16472 18930 15916 16500 tn/Yr
22nd Ave. Blvd.
d) N.M. Seacrest Blvd. to 9712 11251 1107B 11481 t6X/Yr
22nd Ave. High Ridge Rd.
I) High N.M. 22nd Avenue to 1677 t10X/Yr
Ridge Rd. Hypolulo Road
f) Seacre5l Hypoluxo Road to 10345 B8B4 1274B 13475 t11I/Yr'
Blvd. Boynton Bch. Blvd.
..
'High Ridge Road frol N,N. 22nd Avenue to
Hypoluxo Road assule average
of lOX/yr.
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RADIUS OF DEVELOPMENT INFLUENCE TEST 1
The New 1990 Traffic Performance Standards now require under
Test 1 that the projects traffic be distributed throughout the
roadway system identified in Table 2 as outlined below:
Net Trip Generation Maximum Distance
1001 - 5000
2 m~les
However, as stated in the Traffic Performance Standards this
project must address only those links beyond the 1/2 mile radius
on which its Net Trips are greater than 1;' of the capacity of the
link affected. For this project all of the links subject to this
portion of the Traffic Performance Code are listed on Page
#13 of this report.
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1992 BUILDOUT TRAFFIC ASSIGN"ENTS
17000
175'
Hypolulo Rd.
5-Line '200'
1-95
6-Lane
High Ridge Rd. Sucrest Blvd. U.S. 1
2-Line 4-Line 4-Line
2232 18428 17000
'501 8230' 688
2282 18650 17688
12115 12115 12115 12115
U501 229 -lli. 1164
12365 12344. 12631 13279
N.II. 22nd Ave.
4-Line
N.II. 22nd Ave.
2-Line
NA
1680 22206
JH.
22550
18428
-ill'
18485
N.E. 4th St.
2-Line
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22206
'275'
22550
LEGEND
18428 1992 PROPOSED TRAFFIC
~ PROJECT TRAFFIC
18485 TOTAL TRAFFIC
'Less thin 11 threshold
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TEST 1 - TOTAL TRAFFIC
1992
240 8UILDING PE~ITS
LINK ANALYSIS FOR ROADWAYS WITH >11 OF LOS"D" OR GREATER
U.S, 1 U,S,I N,W. 22nd N,W. 22nd N,W. 22nd
FRO" - TO 22nd - 22nd - U.S. 1 - Proi, Seacrest -
Hypoluxo Rd, 8,8,S. Proi. Entr. - High Ridge
Entrance Sea crest Road
NU"BER OF 4 4 2 2 2 -
EXISTING LANES
NU"BER OF PROP 4/30200 4/30200 2/13700 2/13700 2113700
LANES/CAPACITY
LOS "C"
DEY. TRIP bB9 344 1164 516 229
ASSI6~ENT
EXISTING 1999 16500 19309 7564 7564 7564
ADT
+
HISTORICAL 500 2997 4551 4551 4551
GROWTH
+
"AJOR PROJ.
TRAFFIC
=
TOTAL 17689 22550 13279 12631 12344
TRAFFIC
EXCEEDS N N N N N
LOS .C.
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7'6
RADIUS OF DEVELOPMENT INFLUENCE TEST 2
The New 1990 Traffic Performance Standards now require the
projects traffic be distributed throughout the roadway system in
accordance with Resolution R-90-283 outlined below:
MODEL TEST/TEST 2
Net Trip Generation
1001 - 4000
Maximum Distance
1 mile
However, as indicated in the report "When an application for
a Site Specific Development order has a radius of Development
Influence beyond the directly accessed link, then that project
must address only those links beyond the directly accessed link
on which its net trips are greater than 3% of the Test 2 Network
capacity of the link impacted. Page 14 shows.all links of
roadways greater than 3%. As indicated on Table 5 the directly
accessed link, N.W. 22nd Avenue from Seacrest Boulevard to US 1
is below the adopted level of service based upon the 2010 Model
Run. Since this link of roadway is not included in Modified
Table'S, Exhibit C, and this project has no link of roadway shown
on Table 5 with greater than 3% project traffic, this project
meets Test 2. This project therefore meets Test 1 and Test 2 of
the new 1990 Traffic Performance Standards and only the projects
Peak Hour needs to be analyzed to determine its effect in
relation to the ordinance.
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1992 BUILDOUT TRAFFIC ASSIGN"ENTS
. TEST 2
17000
n~.
Hypoluxo Rd.
~-Line .2 .
1-95
6-Line
High Ridge Rd. SeicrfSt Blvd. U.S. 1
2-Line 4-Line 4-Line
2232 18428 17000
.50. .230. UB9.
2282 18650 17688
12115 12115 12115 12115
8150. *229. J!! 1164
12365 12344 12631 13279
H.M. 22nd Ave.
4-LiII! .
N.If. 22nd Ave.
2-Line
HA
1680 22206
a34U
22550
19428
-.ill'
19495
H.E. 4th St.
2-Line
"
SITE _./
1680 ADT
/,-
22206
8275.
22550
LEGEND
19429 1992 PROPOSED TRAfFIC
~ PROJECT TRAFFIC
19485 TOTAL TRAFFIC
'Less thin 31 threshold
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PEAK HOUR
Conversion factors must be applied to the Peak Hour Trip
information contained within the current ITE Trip Generation
Rates because the trip rate of 7 trips per dwelling unit, which
we are required to use, is derived from local information.
Therefore, the ITE Trip Generation Rate will be factored up to
reflect Palm Beach County's trip rate of 7 trips/dwelling unit.
The peak hour trip generation is therefore based upon the
following information:
a) A.M. Peak Hour
Enter .651 T/D.U. x (.27) x 240 D.U.'s = 42 Trips
Exit .6541 T/D.U. x (.73) x 240 D.U.'s = 114 Trips
b) P.M. Peak Hour
Enter .805 T/D.U. x (.63) x 240 D.U.'s = 122 Trips
Exit .805 T/D.U. x (.37) x 240 D.U.'s = 71 Trips
This information will be used to identify peak hour turning
movements at the sites entrance and N.E. 4th Street, as shown on
pages 16 through 19.
...
-15-
.9?
.
N.E. 4TH STREET & N.W. 22ND AVENUE
AM PEAK HOUR
N.E. 4th Street
-2- -1- -12-
2 1 12
.J + L. N.W. 22nd Avenue
-2- 2-1 L1 -1-
-72- 72~ ..c-- 65 -65-
-14- 1~ r1 -30-
i t I
9 0 10
-43- -0- -30-
.. LEGEND
12 EXISTING PEAK HOUR TRIPS
-14- EXISTING PLUS DEVELOPMENT PEAK HOUR TRIPS
-16-
~
.
,
N.E. 4TH STREET & N.W. 22ND AVENUE
N
P.M. PEAK HOUR TRIPS
N.E. 4th Street
-1- -1- -6-
1 1 6
.J ~ L N.W. 22nd Avenue.
-1- 1 ~ L 14 -14-
-80- 80 ---- --- 89 -89-
-39- 2. C 3 -88-
I t r
0 3 6
-21- -3- -56-
LEGEND
89 EXISTING PEAK HOUR TRIPS
-89-~EXISTING PLUS DEVELOPMENT PEAK HOUR TRIPS
-17-
/o()
AM PEAK HOUR VOLUMES
PROJECT ENTRANCE AND N.E. 4TH STREET
N.E. 4th Street
-42- -3-
0 3
~ ~
Project Entrance Road ~
-114- o .
-0- Ot
i f
0 19
-0- -19-
LEGEND
o ~XISTING PEAK HOUR TRIPS
-0- EXISTING PLUS DEVELOPMENT PEAK HOUR TRIPS
-18-
N
(OJ
P.M. PEAK HOUR VOLUMES
N
Project Entrance & N.E. 4th Street
..
LEGEND
9 EXISTING PEAK HOUR TRAFFIC
-9- EXISTING PLUS DEVELOPMENT PEAK HOUR TRAFFIC
-19-
./o~
,
RECOMMENDATIONS & CONCLUSIONS
The project generates a total of 1,680 ADT on the
surrounding roadway network. As shown in the report, this
project passes Test #1, which requires the project traffic to be
assigned to the roadway network below the 1~ threshold. This
project also passes Test #2, which requires that the project
traffic be assigned to the roadway network, to the a 3~
threshold. None of these roadway links within the 3~ threshold
are shown on Palm Beach County's 2010 Map.
The Peak Hour Turning Movements shown in this report
indicated the PM peak hour on N.E. 4th Street is greater than 100
vehicles per hour. Palm Beach County requires construction of _
right turn lane when a right turn peak hour volume exceeds 100
trips per hour, therefore this warrant is met. The next page
indicates this requireed turn lane. Also, turn counts are
included for N.E. 4th Street and N.W. 22nd Avenue. Both the A.M.
and P.M. peak hour volume for a left turn movement is more than
30 vehicles per hour. Palm Beach County requirements are when a
left turn peak hour turn count is greater than 30 vehicles per
hour; a left turn lane must be constructed. The next page also
indicates this requirement. Other than the left turn lane being
constructed on N.W. 22nd Avenue and the right turn lane on N.E.
4th Street into this project, no other construction is warranted
or recommended.
-20-
I~
..
ROADWAY REQUIREMENTS
.
N.W. 22nd Avenue
___J~
Proj ec:t Entranc:e ,
.
__J
LEGEND
REQUIRED TURN LANE
~
EXISTING LANE
N
-C.
r---
+
N.E. 4th Street
-21-
.J{)~
OFF SEASON CONVERSION FACTORS
Seacrest Boulevard, north of N.W. 22nd Avenue.
F Off Peak = DTP - DTO = Pk Factor
DTO
Pk Factors = 13627 13323
13323
Pk Factors = .0228
AADT = OPV x [1 + (F Off Peak)]
2
AADT = 11318 x [1 + (.0144)]
AADT = 11481
,.j.
,
-22-
/os-
~
OFF SEASON CONVERSION FACTORS
N.W. 22nd Avenue
F Off Peak = DTP - DTO = Pk Factor
DTO
Pk Factor = 9157 - 6893
6893
Pk Factor = .328
AADT = opv x [1 + (F Off Peak)]
2 .
AADT = 6498 x [1 + (.164)]
AADT = 7564
..
-23-
/CXo
,
Facility
2 lanes undivided
2 lanes one-way
3 lanes one-way
4 lanes divided
6 lanes divided
8 lanes divided
4 lanes expressway
6 lanes expressway
8 lanes expressway
10 lanes expressway
...
-24-
THRESHOLD E
LOS
Standard
13,700
16,900
25,600
30,200
46,300
60,000
73,800
110,700
147,600
184,500
.Io?
1Y. LOS VALUES
FACILITY
1Y. THRESHOLD
2 lanes undivided
2 lanes one-way
3 lanes one-way
.4 lanes divided
6 lanes divided
8 lanes divided
4 lanes expressway
6 lanes expressway
8 lanes expressway
10 lanes expressway
137
169
256
302
463
600
738
1107
1476
1845
...
-25-
I{)?
3% LOS VALUES
Facility
2 lanes undivided
2 lanes one-way
3 lanes one-way
4 lanes divided
6 lanes divided
8 lanes divided
4 lanes expressway
6 lanes expressway
8 lanes expressway
10 lanes expressway
411
507
768
906
1289
1800
2214
3321
4428
5535
...
-26-
/09
APARTMENT (220)
Average Vehicle Trip Ends vs: DWELLING UNITS
On a: WEEKDAY
TRIP GENERATION RATES
Average
Trip Rate
6.103
Average Weekday Vehicle Trip Ends per Dwelling Unit
Range of Standard Number of Average Number of
Rates Deviation Studies Dwelling Units
0.542-11.814 2,94 120 272.9
DATA PLOT AND'EQUATION
14,000
en
c 12,000
z
w
CL
a: 10,000
t-
W
...J
U 8,000
:I:
W
>
w 6,000
(!)
<(
a:
w 4,000
~
II
t- 2,000
0
0
o
400
800
1,200
1,600
2,000
2,400
x = NUMBER OF DWELLING UNITS
o ACTUAL DATA POINTS FITTED CURVE
Fitted Curve Equation: T = 5.92(X) + 51,0
R2 = 0,932
DIRECTIONAL DISTRIBUTION: Not available.
.//0
.\
APARTMENT (220)
Average Vehicle Trip Ends vs: DWELLING UNITS
On a: WEEKDAY
A.M. PEAK HOUR OF GENERATOR
..
TRIP GENERATION RATES
Average Vehicle Trip Ends (Weekday-A,M, Peak Hour of Generator) per Dwelling Unit
Average Range of Standard Number of Average Number of
Trip Rate Rates Deviation Studies Dwelling Units
0,568 0,095-1.079 . 91 231,9
DATA PLOT AND EQUATION
600
en
c
z
w
c..
a:
t- ~
w 400
..J
(.)
:c 0
w 0. 00
> 0
w 0
(!) o 0
c:(
a: 0 ODD
W 200
~ o 0
,
II 0
t- o
o
o
200
400
600
x = NUMBER OF DWELLING UNITS ..
o ACTUAL DATA POINTS FITTED CURVE
Fitted Curve Equation: T = O,54(X) + 5,0
R2 = 0,863
DIRECTIONAL DISTRIBUTION: 27% enter, 73% exit.
. //1
.. .
APARTMENT (220)
Average Vehicle Trip Ends vs: DWELLING UNITS
On a: WEEKDAY
P.M. PEAK HOUR OF GENERATOR
TRIP GENERATION RATES
Average Vehicle Trip Ends (Weekday-P,M, Peak Hour of Generator) per Dwelling Unit
Average Range of Standard Number of Average Number of
Trip Rate Rates Deviation Studies Dwelling Units
0.702 0.095-1.636 * 109 231.8
C/) 600
0
z
w
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II
I-
DATA PLOT AND EQUATION
o
o
400
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200
x = NUMBER OF DWELLING UNITS
o ACTUAL DATA POINTS FITTED CURVE
Fitted Curve Equation: T = 0.59(X) + 24,0
R2 = 0,804 ..
DIRECTIONAL DISTRIBUTION: 63% enter, 37% exit.
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e~;02;1"e eel17 ~ftON 5LATTeRY & ftOOT AftCHITeCT
TO 17:le70415'
",02
I'
Ra: The Hamlet: of Boynton Beach
~ow-~ncome ren~al apartments
Dear Commissloners:
This let~er is a formal request to ~~e city commission to gran~ the
Hamlet Joint Venture incentives and credits tor the above mentioned
development.
.~he development. as submitted to the city for site plan approval,
.neets or exceeds eOl1rp2:"ehens1ve plan policies in several areas.. The
9i te CiS 1't currently exists is a "B" rated, environmen1:aJ.ly
sensi tive property. Poliey 4..3.15 of the Comprehel1s1ve plan
requires 'that 25~ of al.1' l'la~.ive plant communities in "An rated
sites be preserved. Duo to the rating and scattered condition of
the existing ecoeystem on tho git., 'the general consensus at the
preliminary technical review board meeting was that expanded
,recrea1:1on facilities 'Would taka precedence over savina 25% of
lntact scrub habitat. ~hQ landQcape plans, submitted show small
scattered pockets of micro prcu:Gr\7C1 that will be left intact.
Intense effort Wa.::I ex'tendCld in order to leave as much micro
preserve eo poeaible, ac called for in policy 4.4.1 of the
'compreheneive Plan, and $~ill allow the project to remain
"economically feasible.
.~.
A meet:lng was neld with parks and r.craation personnel to provide
speci!lC er1t:er1a to guide the development and facilitation of the
recreat10n racil1t1es for thi~ projec~. Tho private recreation
amenities pronosed ar~ iar in eKees~ of the requirements of the
Comprehens1ve.Plen policy 5.5.2 for the 50~ credit toward public
parK de~1cat1on. As a re~ul t of thGl proposed si't:e amenity package,
a walver of the r~cre~tion impact fQa iE requested.
..
,
We tlrmly believe that th1e projec't mo~e than adequately serves the
requirements ot the cities co~rehensivQ plan and wishes of it's
citizenry and respect:fully request the eo~i~~ion grant the waiver
and cred1ts outlined hereln.
.. Sincerely,
.~
of'
~
TOTRL P,ll2
//?
-~-----'-'<;- -
Board of County Commissioners
Carol]. Elmquist, Ch~irman
Karen T, Marcus, Vice Chair
Carol A, Roberts
Ron Howard
Carole Phillips
County Administrator
Jan Winters
April 11, 1990
Department of Engineering
and Public Works
James J. Golden
Senior City Planner
City of Boynton Beach
100 E. Boynton Beach Blvd,
P. o. Box 310
Boynton Beach, FL 33435-0310
Dear Mr. Golden:
The Palm Beach County Traffic Division has reviewed the traffic impact study for
the project entitled The Hamlet at Boynton Beach, N.E, 20th Avenue/N,E. 4th
Street pursuant to Countywide Traffic Performance Ordinance (Ord, No. 90-7) and
Municipal Implementation Ordinance (Ord. No. 90-6). The County Traffic Division
has determined:
The project meets the 1990 Traffic Performance Standards Code of Palm Beach
County because there are no overcapacity roadway segments within the
project's radius of development influence under Test #1 and Test #2,
If you have any questions regarding the determination of the County Traffic
Division, please feel free to contact me, or call 684-4030. Your transmittal of
this traffic study for our review is appreciated.
Sincerely,
OFFICE OF THE COUNTY E~NEER
//-~
, 1"1 an A. Enni s, P. E.,) AICP
Development Review Engineer - Traffic Division
i . J~,:t~G'''~,..,,~
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File: New - TPS -,Traffic Study Reviews
aae\Hamlet
JRECEfWED ,.
APR IV 18)
PLANNiNG DEPT.,
41\
.--
~'..
.. An Equal Opportunity - Affirmative Action Employer"
BOX 2429 WEST PALM BEACH, FLORIDA 33402-2429 (407) 684-4000
JEJO
@ printed on recycled paper
PLANNING DEPT. MEMORANDUM NO. 90-091
TO: J. Scott Miller, City Manager
FROM: Timothy P. Cannon, Interim Planning Director
DATE: April 12, 1990
SUBJECT: New Site Plan - The Hamlet of Boynton Beach.
Please place the referenced item on the City Commission agenda
for Tuesday, 'April 17, 1990 under Development Plans.
DESCRIPTION: 'Request submitted by Jay FeIner for site plan
approval to construct a 240 unit multi-family residential complex
on 22.578 acres, located on the west side of N.E. 4th Street
extended, between N.E. 17th Avenue and N.E. 20th Avenue.
RECOMMENDATION: The Planning and Zoning Board recommended
approval of this request, subject to staff comments, copies of
which are attached. In addition, the developer is requesting
that the City Commission consider granting several exceptions and
credits for this project, as outlined in the April 3, 1990
.memorandum from the Planning Department and the April 2, 1990
correspondence from Jay FeIner (see attached).
~ l (;.--- r /k
TI OTHY P. CANNON
JJG:frb
PM90-091
. ...
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l./., 17.... 90 e"t:7 0J1)"'lI'r1'SSlon f'nij,
ROUG-H DR.A.pr
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DEVELOPMENT PLANS
A. Project Name:
Agent:
Owner:
Location:
Description:
The Hamlet of Boynton .Beach
Jay Felner - Managing Partner
Hamlet Joint Venture Company
West side of N.E. 4th St. extended,
between N.E. 17th Ave. and N.E.
20th Ave.
SITE PLANS: Request for site plan
approval to construct a 240 unit
multi-family residential complex
on 22.578 acres
l~ .
1
Jim GOlden, Senior Planner explained this request came to
the Commission with recommendations for approval from the
TRB and Planning & Zoning Board. This had been placed under
Development Plans due to the exceptions and credits the
developer was requesting.
Jay Felner, Managing Partner of the Hamlet Joint Venture
Company requested final approval of the development.
Reference was made to the City Commission previously
discussing contributing $200,000 for infrastructure on this
project, subject to Palm Beach County contributing
$1,000,000. Mr. Felner made comments about the November 7,
-19~9 Ci ty Commission meeting where he had appeared with Mr.
Remar Harvin. The County representatives will meet on
Tuesday, April 24, 1990, at which time a decision should be
.m~~e .
t
~;iim Cannon, Interim Planning Director interjected the deve-
loper was requesting the City waive the recreation impact
fee of.$85,000. .
~
Ms. Johnnetta Broomfield, Director of Community Improvement
referred to her April 4, 1990 memorandum to Jim Golden,
Senior Planner and remarked that initially when the appli-
cant came in they discussed recreation, the housing develop-
ment and a day-care center. She was interested in when the
site plans for the day-care center would be submitted and
when construction would be complete. Ms. Broomfield noted
the day-care center was one of the reasons why the Dept. of
Community Improvement had expressed support of the project
before the City Commission.
Mr. Felner stated he had no problem with construction of the
day-care center. The reason for the delay on the day-care
center had been related to an easement which ran through the
middle of the day-care center property. They are abandoning
the easement. The applicant had been working with the
Utilities Dept. towards a new pumping station so it could be
put on the property in the proper location. Mr. Felner
stated on the advisement of staff, the child-care center
site plan approval was being handled separately.
1
I;JQ
Commissioner Weiner didn't want to approve this site plan if
the day-care center was not included on it. Mr. Felner
explained the day-care center was not included on this site
plan because it is going to be located across the street on
N.E. 4th Street, outside the walled community. The property
for the day-care center is owned by the Hamlet Joint
Venture. Mr. Felner stated they had been working with the
City towards a lift station being constructed on a portion
of that property. It was being handled separately so the
housing portion of this project would not be delayed.
/'
Mayor Moore asked if that lift station was over and above
the $200,000 and the $85,000. Commissioner Olenik recalled
the $200,000 for infrastructure included the construction of
the lift station. Mr. Felner responded that was correct.
Discussion took place about assurance that the day-care
center would be built, when it was not included on this site
plan. Relative to the loan approved by the State, Mr.
FeIner indicated the day-care center was included in the
paperwork submitted to the State. Mr. Felner stated the
center had to be completed when the apartments are
completed. The site for the day-care center and lift sta-
tion measures 1651 x 3321. The lift station will occupy a
301 x 301 segment of that property. The child-care center
will occupy 7,500 sq. ft. and will accommodate 150 children,
which is the HRS regulation.
Remarks were made about tying the day-care center in with
issuance of the certificate of occupancy on the apartments.
,~r. Cannon further explained the applicant could submit the
day-care center on a separate site plan or he could submit
it all on one site plan. One solution to this, in Mr.
Cannon's opinion, would be to stipulate that after a certain
number of building permits are issued, the developer would
have to come in with the site plan for the child-care
center. The child-care center would have to be under permit
or the City would not permit the remainder of the apartment
units. Mr. Cannon didn1t think it would be unlawful for the
child-care center to be attached as a stipulation, par-
ticularly if the City is offering some type of financial
incentive.
City Attorney Cherof interjected this would have to be in
the form of a stipulation joined by the developer as this
would be a unilateral imposition, conditioned subsequent to
the approval of the site plan. He thought the City would be
in "uncomfortable waters" if it tried to withhold later
building permits, without a stipulation. Mr. FeIner was
agreeable to this being part of the motion. It was agreed
that when 25% of the certificates of occupancy are in place,
they would have to have the child-care center completed.
(This changes later in the discussion.) This is all depen-
dent on the developer getting the $1,000,000 from Palm Beach
County.
2
IllS
"":
..
Don Jaeger, Building Official requested this be tied into
the permit issuance rather than the certificate of occupancy
issuance. The certificate of occupancy is a ministerial
duty of his position without discretion, if the building is
completed according to the plans. The issuance of the per-
mit should be the key. He suggested it be tied into a cer-
tain number of buildings. Unless the developer came forward
with a site plan and completed construction according to the
permit, the City would then stop issuing permits. City
Manager Miller thought it should be tied into 25% of the
permits issued. Discussion ensued.
Mr. Felner suggested they submit the site and building plans
and go through the entire TRB process before they break
ground for this project. Some Commissioners still wanted
further assurance the center would be constructed. Mr.
Felner asked, "What would you like me to do to assure you,
so that you have a level of comfort?" The response was to
bring in the site plan for the child-care center and. finish
it before 50% of the project is finished. Mr. Felner
agreed.
Discussion took place regarding forgiving of the 25% native
habitat preservation. Mr. Cannon explained the requirement
for the preservation of native habitat on this site is at
the discretion of the City. This is a B-rated site and has
been significantly disturbed. If the City didn't feel it
was necessary to preserve the habitat, they could approve
the project without that preservation requirement. The
landscape requirements of native vegetation would still be
>>pheld. These numbers would not be deviated from.
The waiver of the habitat and the waiver of the recreation
requirements are part of this, if approval is given.
Motion
,
Vice Mayor Wische moved to approve the site plan for the
Hamlet with all the amendments that had been mentioned, that
is, the prohibitions on the child care center, with the
$200,000 towards infrastructure included, subject to the
County providing $1,000,000. This would also waive the
$85,000. This would be subject to staff comments. The sti-
pulations between the developer and the City will ultimately
be in writing. Commissioner Artis seconded the motion.
Henrietta Solomon, 230 N.E. 26th Avenue, Boynton Beach, was
allowed to address the Commission, as a representative of
village Royale on the Green. Mrs. Solomon stated the area
where this project is to be constructed suffers from high
crime. She didn't think 240 rental units should be
constructed in this area. In her opinion, affordable
housing should be scattered throughout the City. She asked
the Commission to consider the neighborhood this project is
going into.
Mayor Moore called for a vote on the motion which was on the
floor. The motion carried 5-0.
3
/bl1
l
/
Feiner Construction, Inc.
4723 W. Atlantic Ave., Suite 9
Delray Beach, Florida 33445
(407) 496-2000
.~ ~/HJ~@rJ
. ~ { M_6 IJ k/</2 t! J
LEITER OF TRANSMIIT AL
DATE~PROJ' NO,
A TfENTION
RE:
TEL, NO, <_>
GENTLEMEN:
WE ARE SENDING YOU
_Attached
Via
_Shop Drawings
_ Prints _ Plans
Samples
Copy of Letter
Change Order Other
SpecificationS
~
COPIES
/
DATE
NO,
THESE ARE TRANSMITTED AS CHECKED BELOW:
FOR APPROVAL
APPROVED AS SUBMITfED
APPROVED AS NOTED
RETURNED FOR CORRECflONS
OTHER
19
x
X
FOR YOUR USE
AS REQUESTED
FOR REVIEW & COMMENT
FOR BIDS DUE
REMARKS
).(30
,... .
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r,'Rnf3: l,. R. ('aretta, Trustee "-':'.:' .(..~.~.:(t
<< li20 Il<1rr1.son St., 1I011v\/lhll(, Florida 1M..., 457-7207
.... Auburn Trace .Joint Ventllre ....!l<........
,.(,1 4723 \01, Atlantic Ave., Del rav Bench, Florida ,n,.., [,Q5-Bl.iO - J.
hcfQO'f ~qt~. Ihl' 'M SeKf'f $h.'" 'Sell ".s eu>tot $lWI1 bIV 'he I~Qw.tt') Il!al DlfJOfJrly (.n"", P'(')()tooI'",'l3lkJ ()Qf$0f\.l,! O'~I'Y 1"P..f"('II'\,'''V') Itur":(:I~ty '~') lIoon II.. I.~..,
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Palm Beach
DESCRIPTION: 1., L'Qo"ll "nalO'''''' vi Ile.. P'O(>O"y Ioc.,.".\
COUnly. h')t.~:
SEE EXHIBIT A
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SII""I ad<lo.... Clly. llO. ell"" ProoOfIV os: i4, 03 Acres 1n Boynton lleach
None - Vacant Land
rfflSoOnaIly:
650,000
II,
PURCllASE PRICE.... ...... ............................................. ............. ..................................................... ............... S
Po\ltoAENT:
10,000**
1.1
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Seller's Broker
S
Oeoosotl.,IO lltl ""Ill in .scrow by
Sulljocl 10 NIO .......10.."" 01 """'0391 ... 000<l .tand,"O In I....." 01
io Ihe amounl 01
havinl) ::10 aooroxun.ua IVRsent pnnc:lQal batoalce 0' S
1.;:1 P'ufena.s.money mor'~ arc2rnQflQa08,.,.e be_..-q anruaJiIltent'Sl: 81 _ ~.()f1I()f,"S set IOflhheIOtl"If'I~1 0' .......... S
Idl O'/'.or: S
I" e."""" 10 CIOS. IU.S. cash. LOCAU.Y ORNm C"'~"" Ot c:aS/llef. Ct'<ld<I, SUbt<JCllo ..Jiu$tn..... 0'" pn>ra''''''' S
PI. Tllo..! FOR ACCEPTANCE, EFfECTIV~ DATE:" lhis ollar i. ROI "00.."" by llnlI ""__cd 10 Oil p;,,'IU' OR FM:.~ OF EXECUTION com"""''''''I.''In....''.1Q bel_en lhu """,,'$
on", belon. September 27, 1989 ,I~. ".po.HUJ WIll.., e"y.r'. OOhon. b. roM",d 10 euyer.nd IhI oller wiU\(j'.wn.
The rJ.1le 0' this Contract t-elllltctiVfl Oaht.) will b. the date when Ihe I.SI 0". 01 Ihe Buy&:' 3nd U'UJ Sellor has sionoa this oller.
IV. flNANCINQ: 1.111 1/'.0 pun;hos4I pric. Ot lJI?f pOll eI ~ is 10 be lin.nced by . IIMU "".Iy loon II;. Conh.a lOt 5.110 .nd PuIC/Ul'" I"Coo.1t0d1 is contlillooN 0", It'c e...,.,.
cA.lII.....j a ""'linen C;Of'Y'Wftlmen. 'ot tl'W.l k)an wtlhlf1 days .rom EUoclr-.e 0.310. at :1.1\ i",lI;J1 intelest rat. no' to ..ceed ':.: 'Ifm 01 )"e:ws;,
l)ud fI' I~ c-trOUaI an'IOUf"( of $ . Buyer WttI make DPplQhOn WIll"" I1.J"'S lion EIf~I""" O~ttJ. O)I..J tlSd 'C31onoblo d.a;ge.'Ce 10 ubla..1 II~ bvn COIn-
1n.trT'lent ~. Iherealler. 10 n.,et the lernlS 81"1:1 condilions of 1M C()I'T\ITUlm4tnl and \0 doStI "at toon. Ct'VVf 101..... pay ~ loan eapens.eS. U &.ryer I;:ul$ 10 obIlWllhe bDll conw'Ultnu" antS.
Pon"lPIty "o,lIies SoISet In wntinQ. 01 alter <llhQQnt elkwl fo\1dS to meet the lerml nnJ cont.lllions 01 lIat COlM"'"~ut Of 10 w3f\4 Buvor 1 "9hll undet Ihis lutlOaraQUIDh Yf'Ilhin rhu: I.nu
II&11ed for ObCa~ the contmltmenl. Ihen ellht!f owty may QnCet 'Nt eonlfad De'd ~ shQU bo relURJOd IhQ cJcoosrtl$l.
tbl lho ....I.1Q '''''''03QO ""SCI1l>o<lIn PillaQl'.llh nlbl.b<Mo 1Ia.(CHECK III OR 1211: 11\ 0 Q .NiaI.... .....e.. '010 OR (21 0 . A.O<IIn,..... '.'0 01 'S. lI'" .",.,m.
AI IbM Olune Irans'" some Uxeu Inle,esl ,..es Ale sub,.'l to incfease. It k'tc.e:lsed. Itle 'alO sn.,11 nol a..e.eet Woo pet alUlum. Selle. shell. wilhin
\byS I.om EIIIJCIMt Date. IUfnash . "~Iemen1 lrom al mcw~s ~,)I1flQ pnrc~ bo&.1rccs. muthod ot payment. jntCfe~ r~IG and slat us 01 fnQllQa(}Qs, If eu,..e. h.U aoreed 10 asSUft'Wt
a nlOfltJ\)Qd whch f&o..ltleS a()pl()VaI o' &r;ref by Ihe fI'OI'l~tt lot as.\umlAion. Ihen 8L1'ft)f sJlOJlI plon~llly c.ota., all f"C'OJ.cd Dophe~tlClt'5 a"'l __I cNlQcnlty cornotele ard letUln tt'Eom
'0 U", InotlQ.:lO.... A,.., fOOIIQ3Qee ~(S1lg 10 ..ceed $ "'\0. be paid hy iii not filled in. eQually dividddl. II Ihe Buye, IS nOI :lcc,pled
by (rClf1~e 01 the leQltfements lot 35SUfR.ll1Of\ Die not In ~COl'OOlnce .tth lhe Ittfms 01 lhe ConIfxl Of rnor~ft m.....' .a ct\3fC)(t ." .uceS$ ~ ,,,. 'talad 1110.,.... SIltUoc 01
BuyOf 1NtV' 'cSCIf"d lhis Conltacl by Pf()l'T'CJ( '#IrnUen notice to Inti otrler party ....t6Cst edhCr elcel$ 10 poly IhQ .'rCfease .11 Interns. 'ale Of e.ceu fnOf lqoqoe ChO'ges,
V. TITLE EVIDENCE, A'Io." -20- ClOys lltll",. c:toso/lQ d.lO. S.lIer 'hO~. ,1 Sell"'.. ..oen... ",,,...., 10 e..... Of ew..... Ollorno<, in llCCClaanc. w.th SI.ndar" A. tChe<:k (II
OOI2JHIIODll'"Ic:lOII~IoOOI2\(lI."..,....arw:.ccn,,"'met. \/ithin 60 days after all contingencies have been satisfied,
Vl. CLOSINQ DATE: fhls Iraos.achon Shall be ClOset:J and lhe deed and QlhOf etas..) pof)etS ck:1N\lrau on . uu~,s ilUIQfl()Qd by OUWtf prOViSIOM of ConnDct
VII. RESTRICTIONS; I!ASEIAENTS: LIMITATIONS: &.rre< ....lIll.ka lillo """"Clio. '"''.IQ.,..I'Clion'.lJIohil,,''Cl''' II'll othe' ""...""",nll irmose<lby o<,.""",~... 'ulhol.y; nlSlI",,"""
oil'''' UI.'Itt-t' Allpeannq on the pL." or othcfwt,. common 10 the Sl.J~t: publ-.: IIhhly e.3s-:n..~n\S 01 "."COIII '1!:)s...-muaW, O)Ie 10 be b:~I~ COIlI,..,lOuS III Real Property "11:$ ~d
IU If'Io.. 11\,111 K) Ittet ilI\ W1I.Jlh us to lhe ..,at Of' hOlll lines and 1'h real in WtlJU\ as 10 U-.o "10 lines, "uteS! c..cflot'VirMO SOtfC.dlCd Mfem); taxes lOt year 01 c:Jc)sJnQ and 'lUb5eOte'f"4;
~3IS. :'UUIN'd morlC).1QtlS If'd OUfehase l'I"OOCy nlOflC)3C)Cs.I' ony;, 01her~
640,000
pro.ded. thai \hOt. ...... .1 dO""9 "" vClIa'ocn ot 1/'.0 ''''OQC)lIlQ ancl none oIlt'cm pr""",1S use 01 Rool P'OOOfly lOt mu 1 t 1- t am11 V ourooselSl.
VIII. OCCUPANCY: Se<Iot w:"'."" lhal I""," ... f'<I oar'lol in occ....."ey other Ih..... Se<Iot. hut W PrOOClly is M1Il>N:led 10 be ronla<l Ot OCOIOOo<l beyor(l clOsK1Q. tho 'olCl aral "'"""
O....eI w. be "a'ed hot..... ancl Iho lenanll.\ 01 oca.oanl. cliSClO...., ourSUolO' 10 Slat'IJ:lo" F. S<oller aQI.... 10 00<..... OCClJO.rcy eI PrOOOfIV al 1_ eI CIO"'''O ...,... OIhe.......
...,ed _ern " OCCl-'ancv io 10 lltl ""'MI,ed bofOt. dO..-q. Iluyeo auurna. all ,ilk 0110.. 10 PrOOO'ly lrom d:l1O 01 occ.ooarcv, SI\IlI be ,,,,,,,,,,,,,lJIo ard 1i:>b'a "" """"""....... !rom
!h0l1 d.1te, ar.s snal be de4med k) have ac:ClKlIed ProI::lefty in Uletf ..iallnlJ conchliot\ a5 01 lime oItok.WlQ occuparcy unlrlll!lss OIherwise staled hHe.n Of In. ,eporall Wfll~
IX. TYPEWRITTEN OR HANDWRITTEN PROVISIONS: Typewlluen or hnnctwriltcn PfOy\sod Sl\al conkOl an cr.,t.,d Pl'O'oICs;ons of Contract ., con'hCt wllh "att",
X. ..~aULATION FUDER: If C.,,',uacl b Ullllzed lot ,... $ale 01 . now r.saoeoc.. lhe mSl.Ilahon RIdc1 01 IlIQUNOktot m2Y be aUac~
XI. COASTAL CONST"UCTION CONTROL UN~ C'CCCl") "'O!R: II Coo.",,:> I. ",.,,0<1101 Iho -. of Pr""""y .f1eeled by 'ho CCCI.. Cl"pI,~ 161. FS.. (1961\..' ""~.
.....'0(lIy 8f'd 1/'.0 CCCI. Ada< '" _..8I0oI may lltl ..,~ 10 I.... ConUllCl
XII, fQREION INVESTMENT IN RI!....L PflOPI!RTY T....X ACT I"~~'l RIOER: Tho ....,"'. """I cconuly ",,'h '/'.0 pr.....""" eI F'RPtA ..d .Wlc.>DIo '09U'0"""" ...""" ""'1
.eq._o &:net to l.JIQ\oIde adOlllon.3I ~ al CIO'lMq 10 rn8'4tt w"hI"toIdInQ rCU'....en....s. anrJ ttI8 FIRPTA RtC10r Of' eo..,alen4 lnay be altadled 10 1M Cont,act
XI1I, ASSIQNASILIlY: (CHECK III Ot 1211: &.rre< (" all ""'f .-...on OR 12\ 0 rroy 1101 ouq. Coo.,,,,,"
XIV. SPECIAlCLAUSES:ICIIECKCII"'(2\);~""IIIIiiII"f1achodORI2\D isrot.ooOc:'lJIo. ** See Addendllm
THIS IS INTENDED TO BE A LEGALLY BINDING CONTRACT,
IF NOT FULLY UNOERSTooO. SEEK 'THE ADVICE OF AN ATTORNEY PRIOR TO SIGNING.
TtlS FORM HAS eEW APPnovED ey tHE flORIDA ASSOClA\1Ot1 OF REr\lIOOS IollO n IE FLORlOA BAR.
AWl""" Does no< eonsllM. .. cpnct1 /IlaI a->y oIlho Ierms Dfl(/ COI101icns i1 /1ld C""tmel VAJu/d be ..., lho pM_ i1 . pI.lleulo, _, r..."..
_ co-ocIIliOns $I>CAJId lltl ~lBted _ WO'I lho """""I"" ......esl.. objcclMlS fJOS' 01 QI nO<(l$led p8'l<lflS.
COPYIlIGlIT IllSS BY THE "'Ef~~~ ~o .!.~ Fl~R~'" ~~TlON REALT ,INC.
**
**
~'
'rZ ..
,Set....
SocIolSocurity 01 Tulo." -::~'2 -70- '1'''2:-7 C:,
~IO
lBuyer\
Soool s.cur~y '" T.. lo. ..
..
~IO
0.10
13..ler.
l&ryerl
Soo:lIl Seeu,,'y Ot Ta. 1.0. ..
Sooal Socurlly '" T.. 1.0. ..
Mrt~c" 'to "r".
~..1111 ..1Ilot Pa'89'aPh "__IF OTliER T.wl CASH. THEN SUBJECT TO CLENlANCE. -
llROKERSFEE:ICHECK&COMPUTETHEONE.oPI'\.lCIoSLE\ By: ,1/1/. /i itA. r.fp
.... IP A USTlNQ AO"!!"'E,", IS Cu"nENTLY IN !Ff!CT. ' -
,w s;;'er ;tqt... 10 PI'! lhe 6rOl'lef f\8I'T'ed below. ~W"19 cOOOlitfalinQ suo'&QeOIS 1'\Qmle"d. .:1GCOrd.'IQ 10 11'10 l8fma .,. an e.fS.I.... leoGIDae Itslft) DQfee,,'Iet't,
OR
o If NO LIanNa AQ"E~M(,", IS CU"R~HTLY IN EFF!CT. .
~ _~ pay ''''' ere.- noo"""lii:-lO;;'~.... cl c"..;q, "om 1/'.0 dlsbn"""".. eI lho lJIocuaUs 01 u.. ...... C""""'.....'o,., II.. ....0..... ot ICOMPLElE On.Y ONE\
_ .". uf fJl'osal:U'(J\OI,O (Wico OR S . lor &0k0f'. ",",ven in etleGIll'lQ 1M "'U by lirUnJ 11'1.1 &.r,er ready. WtIftrWJ Atld ~ 10 putchase pu'~...an' 10 Ihe tt.A~'IQ
Coo.,""1 II B".", 10" 10 ooorlorm ..... ueoo"'1S1 io 'vl.."'O' 50'S. U""ecI. b~ 1101 o""",_q lhe 80"".... !.:e .bo.... orc,..-' ........1.01 _, &_, .. I". ~.,"'" lor 80010....
K1"';OS .."It......~ COsl. .,.oetOOd by &C*M. .)I'd I.... ba&.>>lC.O s~ be glW 10 s..:t\ef. II U'8 tr3l'tUClion shnll nol' COM because 01 lell(!oI or 13....0 of SetIer 10 petlOlrn. s.ae. ~
Po'" Ihl' I".. lne '0 Stok_ on ~. In ant "'q;..l1l'Wl aflSflllO o..t 01 Ihd Contract cone"........) lhe ~Of 5 100. tho P!'f:'v."irq patly ShAA IUC.,.... ",..~ aUOIf'lf!y IctC'S ;,nJ GO)!.
IEsa_ ~l
By.
/dh
._ 01 C_'1lroQ _0Q0nt\
(Seller I
l$eo"'"
JIlO!RS CAN Sit OBTAINED fRO... Till!. F\.OI1lOA ASSOCIATION OF REAI.TOHS OR TIlE F\.OAIDA eAn.
"-::
..
ADDENDUM
THIS_ApDENDUM to Contract for Sale and Purchase dated
as 0 f ~ h e ~ 9ri:1; day 0 f S e p t em be r, 1989, by and bet wee n L. R .
Paret ta, Trustee, as Seller, and Auburn Trace Joint Ven ture as
Buyer.
time by
ceived,
shall be
1. This Contract may be terminated by Buyer at any
notice in writing to Seller. Until such notice is re-
or until closing has occurred, the following charges
incurred by Buyer:
01'
a. Commencing on December 15, 1989, Buyer shall pay
$1,000 per month to Seller as a nonrefundable extension fee;
b. In addition to the above, on March 15, 1990 the
$10,000 deposi t paid hereunder would become nonrefundable but
would be applied to the purchase price upon subsequent closing;
~ c. Commencing May 15, 1990, the monthly extension fee
~~rom Buyer to Seller shall be increased to $4,000 per month.
In the event Buyer terminates this contract prior to
~~ ~_:l IS, 1990, the $10,000 deposit paid hereunder shall be
refunded in full to Buyer. In the event Buyer does not pay the
required extension fee within 10 days of its due date, this
cont~act shall terminate. In the event closing has not occurred
by September 15, 1990, this contract shall terminate.
_ 2. Seller represents that they are the fee simple
owners of the property. Further, Seller covenants that they have
. full authority to execute this Contract,~nG ~ha~ ~nl _~~t_ic~9fla
-cf tRG ~raport::( :.0.. c b~efl. J.i.';:l\_lo"c~ 814)' er JU,()// r~{Y ..f~/e{/ t>>AI ~...
i r? t?v# /#.sp ec.:r/p.-p-> 70 ~~ "'eJ-/1/R~ I/' c- ~.se. t?f' -If, e:: 'pJ-p,P'r,/
3. Se11er hereby grants to the Buyer, its agents ~r ~
ontractors, the right to enter the premises to make said soil ~
tests and surveys, if they are not already available to the _
Seller or. if Buyer feels .addi tional tests are necessary. The ~
Seller will also make available to the Buyer existing soil dataro. 1~ ~
surveys of topographical features on the property, engineering,.' L1. ~
site plans and any other w6rk which Seller may have in his pos- ~
session relative ~o the property. The Buyer shall pay all costs
incident to its examination and engineering and shall not suffer
any liens to be placed on the property. If the Buyer does not
r. close this transaction for any reason, the Seller shall be enti-
tled to all engineering plans, tests, or surveys obtained by the
Buyer,. at no cost to Seller.
4. Legal description on survey, deed and title policy
are to agree.
)
. \,~
.'
5. It is anticipated that Seller will deal with the
sale proceeds as a 1031 tax exchange. This involves Buyer pur-
chasing another parcel and trading it for the subject parcel.
Seller herein will hold Buyer harmless for any and all liability
that may be involved therein, together with all closing costs for
any and all other real estate closing that may be involved.
Buyer herein agrees to execute and complete all other documents
pertaining to the other closings as well as the subject closing,
provided Seller indemnify and pay all costs thereto as reci ted
herein. Seller agrees that this 1031 tax exchange will not cause
any delays in the subject closing as called for in this contract
and will indemnify Buyer if any such delays should occur.
WIT~S: I
. <If) ~_~~La
,. .
BY:
,;r
BUYER:
.,.
AUBURN TRACE
JOINT VENTURE
....
BY: FELNER DEVELOPMENT CORPORATION,
Managing Partner
Jay Felner, President
?'~~--::,
..
c
jD!
, ,.
leqal Descrlotion:
..
'.
I that part ~f lots 22 through'26, inclusive, of the SAM GROHM .JR.1S. HYPOlUXO SUBOIYISrOH.
:ording to' the plat thereo,f, as recorded in Plat Book 1, Page 81, public records, Palm .
ach County, Flo.r.ida, lying Westerly of the West line of the East ?40 feet of Section 16,:, '
~nship 45 Souto. Range 43 East, Palm Beach County, Florida;
, '
. ,
5S, However, the South 60 feet of said Lot 22.
'\
" ,
.... 0"
o . .0...
SO LESS, the foiiow1ng speciffcally describ'ed parcel of land; .." '.'.. ~
..... .. .:" :..... .....:
.. i.. .. .... .. 00 .. . . ~ .0:..
FROM the Southwest corner of Lot 20 lying 'in said SN-\ BROWN JRI~. ~YPOLUXO SUBOIVISIO~, .
run North ,020_021-2511 Hes t. along the \~es t lines of Lots .20. 21 ana 22, 'a distance .
of. 379.12 feet to a line .60 feet, ~!ortherly of and as mea'sured at right angles to, ....
the South line of s.aid lot 22; " .' , , , ':'.
Thence, South 890-56.1-:!!811 East; along said line, a distance of 25:02 feet to the
POINT OF BEGINNING;' :" , , "
, .
"
.... ~..:.
. '.
.'.
. . .
Th~nce~ Horth 024')-021-25" West,' along a line that.lies 25 feet Easterly
of the West line'of said Lot 22,.a distance of 61.08 feet;
Thence, ,South 89~-57!-23~ East"a distance of 364.25 feet;
Thence, North 000-021-3i" East. a distance of 58,89 feet;
.ThenceJ South,89"-57.1-2311.East,'a-distance of 20.2 feet;
Thence, Horth '000-021-3711 East" 'a distance of 24' 'feet; ,
Thence). SQuth 890-571-2311. East, a 'distance of 8 feet~
Thence, North 000-02.1-:-37'" .East. a distance of 70.6 feet;,
ThenceJ South 890-571-23I1,East~ a distance of 159.6 feet;
Thence, 'Sou'th 000-021-3711 WestJ a distance of 70.0 feet;'
ThenceJ South'890-571-2311 East.,~ distance of. 20 feet; .... ..':,
.Thence. South 000-021-3711 HestJ a distance of 29.95 feet; .. "'.
,Thenc.e" due East, along a line that 5s 602'feet Sou,therlyofand as ',' .;:.:
measured at'ri'ght an91 es to) the 'North 1 i rie 'of ,Lot:26 of said SAM BROWH '.' ", '~
'JRJS. HYPOLUXO SUBOIVISIOl'{; ,a distance of 377.17. f,ee't to a po'int in'a . .' '., ::
line that is 355 feet Wes:te'r1y pf'anq perpendicular, to. thE: East l.jhe of . .:"~,:.::,:::'~
.Section 16, TOrmshi p 45 South, Range 43 East;" ' : ." ' " ::j~i'
Thence, $outh O1Q-531-20'1I East, along said line; a distance of 114.06 ~'..\~:~'
feet to the North l,ine of said South 60 feet of Lot 22; .:,::.t~!.."
Thence, Horth 890-561-.4811 \-lest, along said.line) a'dis.tance of 959.13 feet~ -'..;,~.
to the POUlT OF BEGINNING. ;::"~~
- .':....-..
, . .
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.
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"
. .:
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&
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. ....
. . ~
Containing: 14.03, Acres
"
.. :/~::.
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"o..!,
.' ....
". ..'
o .0... ::.
'.
':
, '
.. '
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O:"A1IE:I: Charl..'l D, r.lnnn.... T.. ,l'~.l,
;' 0920 $k'tlioe Drt'I... D"lr:"1f B"'l(''l !:'l '''''''f, :P'-<>ne !.Of,_,';'O, ~
""" .'uh'lr" TTnc'? Jntot Vp.!1:IJre ,1'80-,-,.
cI 4i2J W, Atlantic Av.... Oelrnv 8..nch. Fl 33445 I"""",, 495-84;0 -"
,....~ no~ tl\nt 1M ~ 11""" ,... nlld ev.,." VWI bN 'he IQfOwwq '~OI Ofn()e'ffy C~"IIW ~tv' nnd Oftfsonat Cf~IV ,-P-olon.,dV llcOl~1W1'Y ~~l \.100'11"'" I~
tefl"l"!ll'lfld CQn:ldlOn1....ncn lNCtuce 1M SlendarQs lor n4C11 e,IDte r,~tSaClk>f\S Dflnied on II'" ,~" or aUac:::f"Ietd .~13l"W1an:tI't.J ana 011., aodencJum 10 1M Ifl~'unenc.
L
CI':SCIIIPTlOH: la. L.Q:ll <le'e,",,'''''' cI n..o, ""'-oy ""'.'ed In
Pnlm Beach
~lv,F1Qrc:la:
SEE E.XHIBtT A
Ibl S1I_aadre...cty.z":c"ItvoP..,.,."v": 9,57 Acres in 8ovnr:on Bench
leI ~"""'"V: None - vaennt land
n.
""'RCHAS E PRICl!.,...."... ..... ..........,'....,..",..................,..,..,.. ....,..... .............. ......., '.,...... ...........,.." ..... ......... S
PAVIAI':NT:
lal 0e00.~1.'10 be I'leId In ...:row by
lbl SuIlieCIIo 1oNO a..u'rexlon 01 """tQ:lQe in 9'O<l standlrw} In ,.....,. 01
"I"'}S': ~
,-..... ~'" '
co-:.
Buver's Broker
In .h.. amount of
s
IO,QOO **
hfNenq an aoProllemale Pf"sen. Dnrc.pal ba~nc:e 01 S ~t/ A
leI Pvra>o3. ""'""Y """'QI)Qe ond """1Q3Ql! l'OIe _rq annual k"....sc at ....L!LL ... on ,..",. .01 lonh _. in """,,",01 ...,:..... S /1/ A
ldl 01"-" S ,-,.....,,-
1., Sa.....,. .., _ eU.s. C:lSh. ux:.o.u.y cn-N COfIU.., 01 c:1Sl1ie<. cheCkl, """'eel 10 eajustmenl. and Il'<l'1lIIons S ~ ~t... <C 0 r.' 0
Ill, TlMI! FOR ACCl!PTAHCI!lI!FI'I!CTlVI! CAn:" INs "". Is not ..eculed:W'~ .,._ad 10 ,,'_,;on OR F~ OF !XEC'.JOON eommun""""" In wnerq _ (,.., _""
en cr ~ S.ot'~~",Jo..o" ....~, : ';89 S'.-:.7' Ze," ,-1 fer, the deooliUs. .wlll. ~r SU"ye,., oDlion. Oe returned 10 Bwer and 'he aU., w"hefr...n.
, I
The dele 01 Ihls C4nlracr (.~"ftC't1~ ":It,.,-, Wilt be Itt. dale ....he" the lasl OM of Ihe Buye, and the Sette' has SlqMd Ihls aile,.
IV, FlH""CIHO: 1., U ,"" .....,..... grc. 01 onv cart 01 . I, 10 be ronanced by . IhItU C..IV loon, INs ConlraCl 101 s... .ncf """""'" 1"C:>n<nocl'l ;, ccncIo~ on I.... eu.-
Obla.r-.-t I ",diM comrrwc~ '01 ,,,., bef\ Wtthw1 Uavs "om Eli_CINe O~I.. .. an inilQllntefllst 'ale not 10 ..ceed ,.: .e,m o' ~
.., In I'" OI---=- "'""""' cI S ew... .... ""'".. A""'ca'lOI'I ....ton day., Irom E/f..,u.. 0.... ancI_ ........- ailqonce 10 __ I.... ..,.., ccm-
........... ancI, 1,.,...lIet, 10....... .... IOfnos.nd cono,tIons 0/ ,he con'"........" ard 10 CION '...10.... ew... ."... ".., OIl","" .............11 0..... ,..10 10 Olllan I.... 10.. ")......~._. enl.
"""""'IV ..,.,roe. Soo<ler in _ln9, 01 .,Iet ollll)onl 0/'011 lads 10 ~ !he _ anti cona~1cno cI lhor e"",,,,~""'" Of to _ 0....... 'lQIlI. .....,., .Ns SUXlW~a"" ....hin ..... I....
sa"ed 'or OOlaonrq ,he _I....... !hen"'Mt Darty....... cancel.... ConIrDCI and Il<II"!f" .,.." be munaed ''''' deoo..tl.\.
Ibl The .....,onq"""OQOQe Oo-scr.bed In ""''''''.'''' IIlbl_ hIlS (CHECK III OR 1211: 1110. _..bIe int'"'" ral. OR 121 0 a O_InI""'sa ro'. 01 ~ PM annum.
AI "me 01 title It:rm.lef some li.fl'd Inlerest '"'e, IWe suotect 10 inert'sso. If increased. Ihe rall SMtI not IllCtea ~. De' annum. Seller ,".11. .....hln
Cbv'I (rom EHe>eIi'vlt ~le. furnrsh . slatement from p mor,~, Slat_lg C)f1l'"C1DOl ba_'V'I:es. I"'Wttt'lOd Of oavfTWW'll. imef'eSl 'ale ano Slalus ot l'I"Ofl'QOQ8"S. ., ~ hi:! ;)Qr'nCI 10 a.ssume
. morlQOOl! Wf'IIICn f'I!OJlf1!'S looroval 01 ~ t7t .M nof03Qltl! 'Ot M$UfTIOliorl. lhen ~ YWM ororrolty Obtaft al ~ aDOlCll1on5 and WI' C1~'V c::c:wroete .~ h!"'r\.-n Itw!m
10 ,,,,,,,,,,,,-. Ar.,,,,,,,_cha'Q"Ulnot 10""''''''' S ......",lladby III nOI III1"d 'n. .oua'" ~lvld.(lI.1I1h" Buver i. nol .ee.cl.d
by mortQ.;lQe1l or 'he '~13 lor as~ton ant not in ICcero.:Jr.::e w.." I,.., !'flns Of 1.... COnuKt Of mc:r~ ~ a cnarqe in ,~, 01 ttle ,.ated ~ SeOef' or
&Ilte'l' mrw '~crd this Concr8C1 tpy ~~ wI1Uen I"OtCI to I"" 01""" De,1Y "'.,., edhef CteClS 10 gay 'I'M trlCft&54t In ~5\ lallt Of' 4!Jtcess n'IClt~ cnarQes.
V. nn.E EVIDENCE: A'...... U ':l:rts be,,,,. ""o.orq "'''0. S...Of .M" ., Set"". ".oens.. <let"'" 10 a.... Of euy.,.. .,\()t....." ;n ace_anc. "'~h SLa"""'" A. 1c:>ec:K C II
OIe21tlllano'Ir""loI"I"'CRI21~1~"'......"""c.,."",,''''''''' within fiO days nfter all contingencies hae been satisfied
.. V1~ CLOS1NQ DATE: Thlos IrM58Cuon sMII b. ClOs~ an1lh1t de-ed N"d CUlef Ctosrq Q304tfS ti~te-d on . unwr" elllleno&Q by other grCNlSlOf"S of Conrrad.
VII. RESTRIC1TOHS: U.SEMEHTS: UMITATIOHS: ev.... ",,,,,,'.111'" SUbI"CIIa: Zenono. ,...tnetoons, """"boloans anc:l Othe< re<N~"""'" ""DOsed by ~"""",Olll .......".V:'_""'"
ann .....,U"" &OO8enf'Q en the 0&:11 or ott""www ccwn"'On to lhe SUO::Sfv'sGT, CUbfC: utdily '''M't'nMI, 01 'eeotCI (easemeont3 ant IQ be 1oc:=lht<S c:cnt~ 10 ReM ProOeny InIrs and
rIOf """'lII' (!'\an to I~ jn Wtdlh ,u to IN ,.ar or I""... Ii,.." ~ 7':, l&et in wcJll'\ :IS 10 lhe soo linn. """'1 oc.r'lI!!f'tlftM specdieo "'l'If'It; "xes let ynt 0( (:I()sarq and ~
";"'tats:. a'~ 1TQ1Q:)Qe1 and DlJtcRue t'nOflil"ty tnOftQ3qes. if 8f1'V; ot~
"""'~ hI""'" ....... al"""""'''o _"onclh''''''-''' and none '" I....m."..."...... cI Re.._ry lor mult ::.-tam::.l'/ ~.~
VlII. OCCtJPAllCY: S_ _ronr. IMe I........ ""' ro oarlles in occworcy Other than Set...., !luC W _ry ;s Inrende<I 10 De ....,"" 01 <lCCI.CI<<l t>eo,oond ~ "'" lad a"d .......
_"'" .no. be ..alord ,...... ,., the 1......1., or OCC\.I)8n.. diselO''''' eM"",,"1 10 SI""""'d F. So,.... aQI'"' 10 <le4_ occwooncy '" Prooer1y ., rw... '" dooon;J ........ __
saAI"" ""'-' n ~ is 10 be _ bortono ClOsns. a.,.,. .......... Of nsk 01 loss 10 """'""v 'rom d:lle cI OClO.OlarC"(, ..... be rnoonsaIlIe oncl llao.. 101 _--=- ,"""
""'I GAl., ancf ...... be _'0""'" ace""t'" _tv In ....... ....111'9 conco.lon.. c< ,...... Oil""", OCC\.Oarcy unon.s "'_. OUI'" ""'.... Olin a ......al. -.In].
IX. 'tYPEWRITTI!N OR HAHOWTIml':H mOVISIOHS: r_",,," or hale-,lIen or"","","" sm. contrellll or,",eel """"""'"" 01 Con~eclln con/llcl",dh 1-'"
X. INSUUTlON RIt)I':R: I Contooc:lls ut~ad 'or h ..... ol a mw ,esO!rc.. Ihe '.......,ion Ride< 01 1KlUN...... m:tV be .It~
Xl., COASTAL CDHSTRUC1TOH COHTJIOL UNE l-Ccct.-l RIDI':R: U ContUICI ;. u...."" 101 "'" .... 01 _tv .1t0CWd by I'" CeCl.. o.."'et IS\ FS, 119S71. as .....-d,
...." .""'" end I,.. c=. RIOo< 01 _ ....., be .lIoc;;;;; 10 """ Controct.
Xn. 'ORI':IOH INVE:nNIHT IN AU.L mOPI!RTY TAX ACT 1'F1APTA-11I10I':R: TI>e carl"" "''''' eomo<v ...Ih ."" """'""""" 01 FlRPTA ancI o"",;,;able fe9U'l111cno ..men ~
........ Se<Ieo 10 _ *"",'IenaI ca.h 01 c:tosonq 10 ..... ....~ ;;0;;-_.. anti h FIRPllI. Ride< or 0(lUN....... ~ be 1lt3Cf\ed 10 Ihos Cont,acI.
xnL ~IONA.IUTY: (CHECK III 01 1211: eu.- c nlCJ ....., US91 OR 121 a may I"C( &s""l" ContI'8Ct.
XIV. SPI!ClAL CUUUS:(CH"CK 1"01 1211: _IIIC! Is IllaclledOR 1210 is notaQOilQbkr. ** SEE ADDENDUM
THIS IS INTENDED TO BE A LEGALl.Y BINDING CONTRACT,
IF NOT FUUY UNDERSTOOD, SEEK THE ADVICE OF AN ATTORNEY PRIOR TO SIONING.
THIS FORI.! HAS ~EN APP\lOIIl1D BY T~ FlOIllCA ASSCCA1ICN OF REl'LlCRS,IM) l~ FLORIOA B.AI\
,!o~ <lOIrS rd ecrUldtJl. .. CX>hcn IflOll ..., aI rt>tr """" M>d ~lials .. Ihs CMlr.lcI s/tOvtd ~ w::uot"" I:ty rt>tr IWT!es ... a part/(;tJ8r ~ Term!
M>d COle'''''' $/>OtJII! ~ ""9Ollatrd ~ le>a'I rt>tr ~:Mr Peresu. ~ M>d ~nr>g fIOSIlials ot IIIo1l~rd j)Oo'SO"lS.
COPYRIGHT IllSS EN THE F\.CRfOA BAS1 J.HO THE F\.CflICA ASSOCAllCN CF IlE.ALTCfl5.lNC.
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ADDENDUM
THIS ADDENDUM to Contract for Sale and Purchase dated
as of the 14th day of September, 1989, by and between Charles D.
Clapper, Jr. as Seller, and Auburn Trace Joint Venture as Buyer_
1.
following:
This Contract is expressly contingent upon the
a. Buyer obtaining a second mortgage loan from
the State of Florida under its SAIL program for twenty-five
percent (25%) of development and construction cost for this
project.
b. Buyer obtaining a low income housing tax
credit allocation from the Florida Housing Finance Agency for the
maximum amount allowable under the Internal Revenue Code.
c. The subject property and the adjacent paretta
13.4 acre property receiving final site plan and pla t approval
from the City of Boynton Beach for at least ~ apartment units
plus a day care center for up to 99 children. 2$'.2. c::~~
d. Confirmation that electrical, water, sewer and
telephone services are available to the property and the utili-
ties shall be adequate for Buyer's intended use; and the Buyer's
abili ty to obtain the necessary state and local governmental
permits for sewer service, water service, and storm water drain-
age,-for its intended apartment project on said property. Buyer
shall be diligent in submitting all data required by such govern-
mental agencies.
e. Buyer obtaining a certified topographical
survey, bearing a legal description, made by a licensed surveyor,
showing the area, dimensions and location of the premises to the
nearest monuments, streets and alleys, as well as all improve-
ments and encroachments. The survey shall also show the location
of all recorded easements against or appurtenant to the property,
and disclose any condition rendering the premises unusable, in
Buyer's sole opinion, for the purposes .stated herein.
~
f. satisfactory soil and subsurface water condi-
tions to allow the Buyer to use the property for its intended use
in the Buyer's judgment.
g. Buyer obtaining ingress and egress permits to
public thoroughfares adequate, in Buyer's sole opinion, for the
intended purposes.
/3/
In the event items c., d., e., f., and g. above have
not been obtained and closing has not occurred by April 30, 1990,
Buyer, at its option, may terminate this Contract and receive a
refund of all monies paid hereunder; or waive anyone or more of
the contingencies; or invoke the provisions of paragraph 2 of
this Addendum.
In the event items a_ and b. above have not been ob-
tained by February 28, 1990, Buyer, at its option, may terminate
this contract and receive a refund of all money paid hereunder;
waive either one or both of the contingencies; or extend the
period of time within which to receive said items io~ an addi-
tional 90 days, in which latter event the Ten Thousand and No/lOO
Dollar ($10,000.00) deposit paid hereunder becomes non-refund-
able.
2. It is the intent of the parties for Buyer to make
every effort to close within nine months hereof, but recognizing
the difficulties of obtaining all of the above items from the
various governmental bodies involved, Seller hereby agrees to
grant six additional extensions of one month each for a fee of
Four Thousand and No/lOO Dollars ($4,000.00) for each extension.
This fee is not to be applied to the purchase price but is a
non-refundable extension fee payable at closing. In no event
shall the closing extend beyond fifteen months hereof.
3. Seller represents that they are the fee simple
owners of the property. Further, Seller covenants that they have
full authority to execute this Contract and that any restrictions
of ~e property have been disclosed.
4. Seller represents and warrants to Buyer that
Seller has dealt with no real estate brokers in this transaction,
and agrees to indemnify and hold Buyer harmless from all claims
of real estate brokers claiming by, through, and under Seller.
5. Seller hereby grants to the Buyer, its agents or
contractors, the right to enter the premises to make said soil
tests and surveys, if they are not already available to the
Seller or if Buyer feels additional tests are necessary. The
Seller will also make available to the Buyer existing soil data,
surveys of topog~aphical features on the property, engineering,
site plans and any other work which Seller ~ay have in his pos-
session relative to the property. The Buyer shall pay all costs
incident to its examination and engineering and shall not suffer
any liens to be placed on the property. If the Buyer does not
close this transaction for any reasons, the Seller shall be
entitled to all engineering plans, tests, or surveys obtained by
the Buyer, at no cost to Seller.
6.
are to agree.
Legal description on survey, deed and title policy
L
13~
7. Buyer agrees to allow Seller or their representa-
ti ves, upon Buyer's receipt of reasonable notice, to examine
their files to determine that reasonable progress is being made
toward satisfactory contingencies enumerated in paragraph 1 of
this Addendum. In the event Buyer does not close on the land, it
agrees to make available to Seller all files related to efforts
expended in satisfying paragraph l.c., d., e., f., and g.,
8. It is anticipated that Seller will deal ~ith the
sale proceeds as a 1031 tax exchange. This involves Buyer pur-
chasing another parcel and trading it for the subject parcel.
Seller herein will hold Buyer harmless for any and all liability
that may be involved therein, together with all closing costs for
any and all other real estate closing that may be involved.
Buyer herein agrees to execute and complete all other documents
pertaining to the other closings as well as the subject closing,
provided Seller indemnify and pay all costs thereto as recited
herein. Seller agrees that this 1031 tax exchange will not cause
any delays in the subject closing as called for in this contract
and will indemnify Buyer if any such delays should occur.
,;
~~
SELLER:
BUYER:
AUBURN TRACE
JOINT VENTURE
~~~
/' ~
FELNER DEVELOPMENT CORPORATION,
Managing Partner
BY:~__d~
J Felner, President
L
/38
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EXHIBIT A
LE~AL DESCRIPTION . -#~/.? _
~~~~/-a-~~
All of Lots 20 to 26 inclusive of Sam Brown Jr.'s Hypoluxo Subdi~
vision lying in Section 15 and the East 340 feet of.Lots 20 to 26
inclusive of Sam Brown Jr.'s Eypoluxo Subdivision lying in Sec-
tion 16 as recorded in Plat Book I, Page 81, Public Records of
Palm Beach County, Florida, Township 45 South, Range 43 East,
Palm Beach County, Florida.
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MEMO NO. 91-250
.---------
TO:
FROM:
DATE:
SUBJECT:
Charles C. Frederick, Recreation & Park Director
J. Scott Miller, City Manager
September 23, 1991
Boynton Bay Rental Apartments
Reference your Recreation & Park memorandum No. 91-388 concerning a revised
site plan submitted for the Boynton Bay Apartments requesting changes in.
the recreation facilities, I wholeheartedly agree that the second change
(third paragraph) deviates from a family oriented recreation package orig-
inally approved by the City Commission, and thus they do not appear to be
meeting the Commission's intent of providing a strong family recreation.
element for low income families in this community. Also, making the
basketball court a multi-purpose court and moving the courts in another way
substantially alters the originally approved recreation element for this.
development in a somewhat negative manner.
Based on the reasons stated above, and more elaborately outlined in your
memorandum No. 91-388, it is my feeling that this request for change be
denied at the administrative level. Should the applicant wish to pursue a
change in the recreational facilities he should file a formal ,site plan
modification and thereafter proceed before the Planning and Zoning Board
and then to the City Commission for their review and appropriate action. .
.
....
JSM:cd
cc: Honorable Mayor and City Commission
Chris Cutro, Planning Director
Jay Felner, Felner Construction, Inc.
Centra 1 Fil e
Attachment
RECEIVED
'-
SI:'P 23
PLANNING DEPT.
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RECREATION , PARK MEMORANDUM 191-388
FROM:
J. Scott Miller, City Manager
John Wildner, Parks Superintendent .AA~J
Charles C. Frederick, Director ~r-
Recreation & Park Department ~ ~ K
Boynton Bay Rental Apartments
TO:
THROUGH:
RE:
DATE:
September 19, 1991
Attached is a revised site plan for Boynton Bay Apartments
requesting changes in the recreation facilities as approved. The
City Commission originally granted full credit towards its
recreation impact fees based on a strong family orientated
recreation package. This is the second change requested.
The original plan called for two basketball courts, a tennis
court, an open play field, childrens playground, pool, recreation
building, and a picnic area. The first change requested
substi tuted a shuffle board court for one of the basketball
courts.
The second change requests making the remaining basketball court
a multipurpose court (including tennis) and moves the courts "in
such a way that the open play field is shortened from 229' to
184'. Our experience is that multipurpose courts are not
effective (conflicts between different user groups tends to
occur). Usually one use (probably tennis) dominates. Open play
fields should be at least 200' long to allow ball playing by
children up to 12 years old (Little League age). It appears from
these changes. that the developers are changing from a family
oriented recreation package to one that is senior citizen
directed.
While the changes requested still meet the formal criteria for
providing private recreation, they do not appear to be meeting
the Commission's intent of providing a strong family recreation
element for low income families.
We await direction as to how to handle this request.
Attachment(s)
JW: ad
RECEIVED
}?Jo
SEP 1 9 1991
Cl.'tV' MAl'iAGER'S OFFla
..
.1"
Feiner Construction,: Inc. ?"7 ~y
4723 W. Atlantic Ave., Suite 9
Delray Beach, Florida 33445
. (407) 496-2000
I c-,c_' ,,,C..H;;>"~ L I" c.., /
LEITER OF TRANSMITI At
DATE 9-j(q -, I PROJ, NO,
A TrEN110N -::J"h..\ kJ I L cfJ u bI2
RE,&~~ eZ~/A-
TEL,N;,L-) 3" doa
GENTLEMEN:
WE ARE SENDING YOU
~Shop Drawings
Copy of Letter
1 Attached
X- Prints
Via
_ Plans
Samples
Change Order
Other
SPecifications
COPIES
DATE
NO.
DESCRIPTION
J 9'-/2.q(
I -/2,.q/
THESE ARE TRANSMl1TED AS CHECKED BELOW:
FOR APPROVAL
FOR YOUR USE
AS REQUESTED
FOR REVIEW & COMMENT
APPROVED AS SUBMIlTED
APPROVED AS NOTED
RETURNED FOR CORRECTIONS
OTHER
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TO:
FROM:
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M E M 0 RAN DUM i 9~-116
J. Scott Miller
City Manager
August 26, 1991
DATE:
Sue Kruse
City Clerk
RE:
Recorded Easement
The Hamlet, LTD
Attached please find a 'copy of ~he above mentioned recorded
easement that was recorded in Palm Beach County on August 6,
1991.
~~
mas
c: Engr. Admin. & Coordinator
Building Official
utilities Director
Planning Director
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AUG-06-1991 09:20am' 91-'222775
'" , '
. ORB 691.5 Ps 1114 "
Con - 10.00 Dot .60
JOHN B DUNKLE i'CLERK - PB COUNTY, FL
EAS E'M EN'!'
THIS'INDENTURE made this
26'
to... ~
199=:-
"
day of July
,A.D.,
by The Hamlet. LTD
~lership .
a ex~st~ng
Beach Cotmty
and'having its principal.
under the laws 'of The State of Florida and Palm
,
4723 W. Atlantic Ave., 41-9
place of business at l)p'~:lY 'RP:lrn, V1 ,33445
first party, to the City of Boynton Beach-l a political
subdivision of the state of Fl.orida, second party:
0' (\'lherever used herein, the terms, "first party"
and "second party", shall include singular and
plural, heirs, l.egal representative.~ and assigns
of individual.s and the successors and assigns of.
corpoiations, wherever the context so admits or
. requires. )
WITNESSETH
-
WHEREAS, the first party i.s fhe owner of property.' situate in
Palm Beach County, Fl.orida, and described as,fol.l.ows:
See exhibit "A" attached
'-
Cl.i1d,
.-
WHEREAS, the second party desires an easement for water and
, sewer utilities and/or other appropriate purposes incidental
thereto, on, over and across said property,
,< ,
and,
WHEREAS', the first' party is willing to grant such an
, easement, see attached sheets 2 - of 2 for sewer, 3 of 3 for water.
NOW, THEREFORE, for and in consideration of the mutual
covenants each to the other running and one dol.lar and other
good and valuabJ,c considerations, the first party does
hereby grant unto the party of the second part, its
successors-and assigns, full and free right and authority to
construct, maintain, repair, install and rebuild facilities
for above stated purposes and docs hereby grant a perpetual
easement on, ovc)~ and across the above describ~--pr-oQ.erty
for said purposes. /.\ \~. Ll.i5~( ,0..
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IN WITNESS WHEREOF, the first party has caused these
presents to be duly executed in its "name
, attested by its proper officers
thereunto/'duly authorized, the day and year first above
written~ ",
Signed, sealed and delivered
in the presence of:
The Hamlet, LTD, by, Felner DeveloJmmt Corp.
Jay Felner, President
~ <7& MEa~ Partner .
. ~U - . By?r--=
. ATrEST(i2~
(CORPORATE SEAL)
,STATE OF
Florida
COUNTY' OF Palm Beach
I HEREBY CERTIFY that on this day, before me, an
officer duly authorized'in the state and County aforesaid to
ta~e ackn?wledgemen~, personally appeared ~G2;I ,
if....6l...t.6t ~ geH"t0-____C. ~ ~
wel.l. known to me .to be./ ~he:.-.:_ ',', President and 'bth.VL ,
respectively, of' the*~~~named as first party in tne
foregoing Easement and that they severally acknowledged
executing the same in the presence of two subscribing
witnesses freely and vol.untaril.y, under authority dul.y
vested in them by said'~ ~ Limited Partnershil
~
WITNESS my hand and official seal in the County and
State last aforesaid this c5(9 day of ,?-..uLy , A.D.,
1990.
~~ i~~~e
State and County aforesaid.
My commission expi1:esy\;\IHI1.~!:1J;~}.~;.: ~
tlm:.:-.Y i't'::~r:; S.:'i:; OJ' FLOl:I::lA Al;.tARC3')l; ." ,~-'J' ':"
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LEGAL DESCRIPTION
ORB
6915 Ps 111.6
DESCRIPTlOII,
.
lllAT PAnT OF SECTIOtl 15 AND SECTIOII 16. TOWtlSlIlP .(5 SOUTH. RAtlOE 43
EAST, -'PALH OEACH COUIITY, FLORIDA. DESCRIBED AS FOLLOWS'
ALL'THAT PART OF LOTS 22 TllnOUOH 26, ItICLUSIVE, 'OF SAH aROW/1" JR. ''5-:....
HYPOLUXO SUBO I V I S I ON. ACCORD 1110 TO THE PLAT THEREOF. AS "ECDROED IN-::-
PLAT OOOK I, P1\OE 01. PUOLIC nECORDS. PAlM OEACII CDUNlV, FL-onID....
LYIIIO WESIEnLY OF TilE \'fEST LINE OF TilE EAST 340 FEET OF SECTIOtl 16,
10WIIStIIP 45 SOUTH, RAIlOE 43 EAST, PALH OEACH COU/lTY,'FLOnIDA, '
LESS, 1I0wEVEn, TilE SOUTII GO FEET OF LOT 22:
ALSO lESS, THE FOLLOWINO DEscnlBED PARCEL OF LANDI
FROM THE SOUTHWEST CORI/ER OF LOT 20 LYIIIO III SAID SAM aROWtI JR.'S
HYPOLUXO SUODIVISION RU" 1I0nTli 02-02'25" WEST, ALONO lliE WEST LIliES OF
LOTS 20. 21 AND 22, A DISTAIICE OF 319.12 FEET ro A LIUE 60 FEET
1I0RTHERLY'OF AND "'S HEASURED AT RIOIIT AIlOLES TO. THE SOUTH LINE OF
SAID LOT 22: THE/ICE SOUTH 09-56'40" EAST, AlOtlO SAID, LitlE, A DISTAtlCE
OF 25.02 FEET TO THE POltlT OF OEOIIINltlO: lHENCE NORTU 02-02'25" WEST,
ALONO A LIIlE THAT LIES 25 FEET EASTERLY OF THE WEST LitlE OF SAID LOT
22, A DISTAtlCE OF G1.00 FEET: TIlEIICE SOUTII 09'51'23", E"ST. A DISTAIICE
OF 3&4.25 FEET: THE liCE /lOnTlI 00-02'31" EAST. A DISTAIICE 01"50,09 FEETI
,TIIE/ICl! SOUTII 09-51'23" EAST, ^ OlS1AIICE OF 20,2 FEE.: '1I1E/lCl! 1I0nTII
00'02'31" EAST, A DIST^,ICE OF 24 FEET: TIIEtlCE SOUTH 09-51'23" E"'ST, A
DISTANCE OF'O FEET: 111EIICE 1I0nTlI 00'02'31" EAST. A OISTAIICE OF 10.&
FEET: TIIEIICE SOUTII 09-51'23" EAST. ^ DISTAIlCE O'F 159.& FEET: TIIEIlCE
SOUTlI 00-02'31" WEST, ^ DISTAIICE OF 10.& ,FEET., THEIICE SOUTII 09-51'23"
EAST, A DISTAIlCE OF 20 FEETI lHENCE SOUTH 00'02'31".WEST. A OISlA/lCE~
OF 29,95 FEET: THl!IICE DUE EAST, ALOIlO A L IIIE ll1AT IS &02 FEET
SOUTlIERLY OP AlIO AS, HEASUnl!D AT nlOIlT A/lOLES TO TilE 1l01lTlI'L1I1E OF LOT
26 OF SAID SAM onOWN ..In.'s IIVPOLUXD.SUDDIVISIOIl; A,DISTAtlCE OF
311.11 FEET TO A POWT IU A LIIIE TIlAT IS '3G5 FEET WESTEnLY OF AlID
PEnPEIlOICULAR TO THE EAST LIUE OF SECTION 16, TOWIIS/flP 45 SOUT/I. RANOE
43 EAST: THE liCE SOUTII .01-53'20: EAST. ALOIIO SAID LINE, A"DISTA/lCE OF
114.0& FEn TO lllE /lORTII LINE OF SAID SOUTH GO fEET OF' lOT 22: THENCE
lIonTIl 09-SG'40"' WEST. ^LONO SAID LIIIE, A DI5T^IICE OF 950,'3 FEET'TO
TilE POItIT OF OEOItI/lIlIO. 0,
::;.
AIlD TOOETHEn WliH:
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TIlE EAST 3<10 FEET OF THAT PART OF LOTS 20 to 26. IIICLUSIVE, OF SAM
anOWN JR.'S HYPOLUXO SUDDIVISIOIl LYIHO III ~AID SECTIOII 16, AS RECORDED
IN PLAT OOOK 1, p~aE 01, PUDLIC REconDS OF PALH aEACH COUIITY, FLORIDA.
AND TOOETHtn'WITH:
THAT PAnT OF LOTS 20 TO 2&, IIICLUSIVE., LYI/IO IN SAID SECTIOIl lS, OF
SAM DROWtl ..IR.' S HYPOLUXO SUDD I V I S 1011, AS RECORDED III PLAT BOOK 1, PAoE
61 OF THE PUDLIC"RECORDS OF PALM DEACH COUNTY. FLORIDA, DE'NO THE
SOUlI. 332 FEET OF THE WEST 165 FEET (AS MEASURED ALOIlO THE,SOUTH AIlO
WEST LINES TH.EREOF) OF S",IO LOTS 20 TO 26. ItICLUSIVE.
ALSO DESCRIOEO AS,
OVERALL OESCRIPTIO~'
TIIAT PART or SECTIon 15 1.110 SECTIOII 16. TOUIISHIP q5 SOUTH. RAIIOE U) EAST. PALH DEAtH COUNTY~
FLORIDA. DEI/lO A i'ART or LOTS 20.'21.22.23.'211.251.11026. SAri !lROWII JR.'S /U'POLUXO
SUDDlYISIOII ACCORDlIlC TO illE PLAT TlIE.REor RECORDED III PLAT DOOK 1, rACE ~ 1 or TilE PUDLIC .
RECORDS OF PALH BEACIl COUIITY, FLORIDA, AND DEINC HORE PARTICULARLY DESCRIDED AS rOLLOW~1
. .
'COHHE/lcr AT TilE SOUTIl'.lEST CORIIER or SAID LOT 20. SAH BROWII JR..'S IllPOLUXO SUBDIVISIOII. TIIEIlCE
1I0RTH 2~02'25" WEST. ~LOIIO TilE WEST LI/lE or LOTS 20. 21 AIlO 22, )79.12 rEET TO TIlE POIIIT or
DEOIIlIIIIlC AIlD TO A LIIlE 60 'rEET /lORTII or (AS MEASURED AT RIC"T AIIOLES) 1.110 PARALLEL WITH THE
SOUTII LIIIE OF S~IO LOT 22: TIIEIlCE SOUTII 69 56'116" EAST, ALONG ~AID PARALLEL LIIlE, 25.02 rEET;
TIIEIICE 1l0RTIl 02 02'25" '.lEST, ALOIIG A LINE 25.00 FECT LAST (AS HEASURED ~T RIGIlT AIIGLES) AND .
PARALLEL WITII TilE '.lE~T LlIlE or suo LOT 22. 61.08 rctTl TIlEIIC~ SOUTII 89 57'2)" EAST, 3611.25
FEET 1 TUEIICE /lORTI! 0 02')7" UST. 58.69 rEET: TUEIICE SOUTH 89 57'23"' EAST, 20.20 rEETloTI/ElleE
1I0RTlI0 02'37"!:AST. 211.00 FtET: TYEIlCE SOUTII 89 57'2)" tAST, 8.00 reEl:: TII~IICE 1I0RTH 0 02')7R
EAST, 70.60 FCCTI T"EIICE SOUTII 89 57'2)" tAST, 159.60 rEETI THEIlCE SOUTII 0 02')7" WEST, 70.60
rEtT: TIIE/lct SOUTII 8?057' 23" [AST. 20.;)0 HET. TlltIICE SOUTII 00002' 37". VEST, 29.76 fEET TO A .
:OlliE 602.00 FtET SOUTII or CAS IIEASURED AT RICIIY AIIClES) AIID PAnALLtL \lITII TilE 1I0RTII LIllt or
LOT 26 or SAlO SAlt DROWII .)n.'s IIUOLUXO SUDOIVISIOIII TIIEIICE DUE CAST. AlOIIC SAID PARALLEL
LIIIE 376.117 rEET TO A LIlIt )65.00 rr.tT ~tST or (A5 /tEASUREO AT nlCIIT AIIClES) AIID tAnAllEL
~lTlI'TIlE E:AST L11IE: 0; SECT10/l 16, rOllllSIUr liS SOVIII, RAlleE: It) tAST; TIIEIICE SOUTII 1 53'20"
tAST, ALOIIC SAlO "AfiALltL lIllt, 1111.69 reEr TO filE: ItORTII till! or SAID SOl111/ 60,00 FEET Of L.OT
22. TlltllCC SOUT/l 89 56'118" tAH, 1.1.0110 suo 1I0RTII LIIIE. 25.01 reET TO ... LINE )110.00 rEtT wesr
or (AS UtASURCD AT RICIIT AIlOlES) ~IID PARALLEL '.lITII THE EAST ~llIt or SAID SECTION 16/ THEKCt .
SOUTII I 53'20" ~AST. ALOIIO SAID PARAllEL LIIIt, 378.98 rECT TO TIIESOUTII Llllt SUO LOT 201
TIIEIICt SOUTII 89 57'09" EAST, ALOHG SAIO SOUTII LIUt. 3110.19 FtET TO Tilt tAST LIKe o'r SECTlOII 1"6
AIID TilE WCST Ll/1C or SECTIO// 151 TIlE/lCE 1l0RXI/ 891 )1'00" EAST. COIITIHUIIIe ALOlle Tilt SAID SOUTH
ll//C or LOT 20, 165.00 fEET: T1IEllct 1I0RTY 1 53' to"\lEST, PARALI.EL '.lITII TIIC SA! 0 \lEST L IIIE or
SteTIOII 15, ))2.00 :'I;ET: TytHCE SOUTII 89 )1'00" \lEST. 165.00 Fter TO illt SAID WEST lIIlE or
SECTIOII 15: ,TlltIICE :16nTII I 53'"20" liEST, ALOIIG SAID '.ltST LIIIE. 7611.)0 FttT TO tilt :IOnTlI LUtE: or.
LOT 26, SAIi DRO',lH JR. 'S HrrOlUXO SU801VISIOIII TIIEIICto'Ut \ltST, ALOlle SAID 1I0nTII LUIE, 1)112.25
Fen TO Tilt ;lEST LIlIE or SAID lOT 2~: TlltllCt SOUTII 2 02'25" tASt. ALOIIO Tilt WEST LIllI: or SAID'
. LOTS 22, 23, 211. 25 AIID,2~. 716: 11 rEtT TO TilE SAlO POI/IT or OtGUI/IlIlC,
')~9 '
RECORD VERIFIED "
PALM BEACH COUUTY, FLA. L
JOHN B. DUNKLE ,.: i ,;'
CLERK CIRCUIT COURT ;~'4;~":
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DESCRIPTION OF SEWER EASEMENT:
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AN EASEMENT 12 FEET WIDE IN 'fIlAT PART OF LOTS 20 THROUGH 26,
INCLUSIVE, SAM BROWN JR.' S HYPOLUXO SUBDIVISION" AS RECORDED IN,'
PLAT BOOK 1, PAGE 81 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY,
FLORIDA, LYING IN SECTION 16, TOWNSHIP 45 SOUTH, RANGE 43 EAST,
'THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: '
COHMENCE AT THE SOUTHEAST tORNER' OF SAID SECTION 16; THENCE
N.,053'20"W., ALONG THE EAST LINE OF SAID SECTION 16, 207.43 FEET
TO THE SOUTH LINE.DF SAID LOT 20; THENCE N.89057'09"W., ALONG
SAID SOUTH LINE, 60.03 FEET TO A LINE 60.00~EET WEST AND
PARALLEL WITH THE SAID EAST LINE OF SECTION 16; THENCE
N.lo53'20"W., ALONG SAID PARALLEL LINE 632.22 FEET TO THE POINT
OF BEGINNINd; THENCE S.87000'05"W~, 151.09 FEET TO POINT "A";
THENCE N.7047'37"~., 190.00 FEET; THENCE'N.65024'01"~., 150.00
FEET; THENCEN.89 01'33"W., 394.00 FEET; THENCE N.88 47'09"W.,
406.00'FEET TO THE END OF SAID CENTERLINE AND;. BEGIN AT SAID
POIN~ "A"; THENCE N.83004'16"W.~ 260.00 FEET; THENCE ,
N.75 33'46"W., 379.94 FEET; THENCE S.78001'30"W., 326.00 FEET TO
THE END OF SAID CENTERLINE AND; BEGIN AT SAID POINT "A"; THENCE
S.3025'20"E., 366.09 FEET TO THE END OF SAID CENTERLINE.
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ENG'NEERS.SURVEYORS.L~NO PL~NNERS
2601 NORT" FEDERAL "'G"WA'. DELIlA' REACH. FLORIDA
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ORB 6915 P'3 111'9
DESCRIPTION OF WATER MAIN EASEHENT:
AN EASEMENT 12 FEET WIDE IN THAT PART OF LOTS 20 THROUGH 26, INCLUSIVE, SAM
BROWN JR. 'S HYPOLUXO SUBDIVISIOtS, AS RECORDED IN PLAT BOOK 1, PAGE 81 OF THE
PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, LYING IN SECTIotl 16, TOWNSHIP 45
SOUTH, RANGE 43 EAST, TIlE CENTErlLINE Cf HIJICII IS DESCRrRED AS FOLLa~S:
COMMENCE AT TIlE SOUTIlEAST CORtlER OF SAID SECTION 16; THENCE N .1053' 20"W., . '
ALONG THE EAST LINE OF SAID SECTIOU 16, 207.113 FEET TO THE SOUTH LINE OF SAID
LOT 20; THENCE N.89057'09"W., ALO:1G SAID SOU1H LINE, 60.03 FEET TO A LINE
60.g0 FEET WEST AND PARALLEL WITH TIlE SAID EAST LINE OF SECTION 16; 'mENCE
<,~,X,' " N.l 53'20"~o' ~O~~G SAID P~~AL~~L ~n~E l?~.~!~/'E.ET TO THE ~Irl; Ofs BEGINNING;
~~''l:,~';': ' ,WENCES.88 06 42 H., 111.<:::" Fr.._T 10, POLin ,\, fHENCE 5.88 06 40 W., 15.46
jf<-].r~;:' (..:FEET; rnENCE N.2 30' 16"W., 155.27 FEET TO POINT "B!!; THEUCE N.2030' 16"W.,
~sA ?<. l:" 25.gB FEET; THENCE N.3010'34"W., 204.43 FEET TO POINT "C"; THENCE
...,(,. ;;,::': N.3 10' 34"W., 13. 79 f~ET TO POINT "D"; THENCE N. 3010' 34"W., 74.30 FEET .TO
',',;',:: POINT "E"; bHENCE N.3 10'34"W:, 87.61 fEET; THENCE N.0054'2a"E., 116~32 FEET;--
" TIlENCE N..33 46'14"W., 123.30 FEET TO POINT "f"; THENCE N.33 46'14"W., 3.90
fEET TO POINT "G"; THENCE N.33046'14"W., 10.00 FEET; THENCE S.89044'47"W.,
91.48 FEET TO POINT "H"; TIlENCE S.89044'47"W., 53.58 FEET; TO POINT "I"
TIlENCE S.89044'47"W., 91.17 FEET TO POINT "J"; THENCE S.89044'47"W., 86.60
FEET; THENCE N.87025'34"W., 80.37 FEET TO POINJ "K','; THENCE N.87025'34"W., ,
103.35 FEET TO POINT "L"; THENCE N.87025'34"W., 41.08 FEET TO POINT "H";
TIlENCE N.87025'34"W., 84.30 fEET TO 'POINT "N"; THENCE N.87025'34"W., 98.60',
FEET TO POINT "0"; TIlENCE N.87025'34"W., 35.75 FEET; THENCE S.88018'55"W.,
123.09 FEET TO POINT "P"; THENCE S.88018'55"W., 55.77 FEET TO POINT "Q";
TIlEN~E S.88018'55"W., 7.71 FEET; THENCE S.4020'55"W , 245.15 FEET; THENCE
N.90 OO'OO"E., 22-.'98 FEET TO POINT "R"; THENCE N.90600'00"E., 91.00 FEET TO
,POINT "S"; TIIEMCE N.90000'OO''E.~, 62.70 FEET; THENCE N.72013'22''E., 8.30 FEET
'TO POINT "TIi; ::iIENCE'N.72od;22I1E., 168.57 FEET; THENCE N.90000'0g''E., 108.46
FEET; TI-JENCE S.76045'58"E., 105.71 FEET TO POINT "U"; TIIENCE S.76 45'58"E.,
39.83 FEET TO POINT "V"; THENCE S.76045'58"E., 267.29 FEET TO POINT "W";
TIlENCE S. 76045'58"E., 34.36 FEET TO POINT "X"; THENCE S. 7601/5'58"E.. 166.10
FEET TO StlID POINT "E" AFOREDEscrUBED f1NB THE EtlD OF' SA!D r:ErIT!::RLI~IF.; I'J1!)
BEGIN AT 11-JE SAID POINT " A:; TIJENCE ,tJ. 1 53' 20"W., 32.02 FEET TO 'mE E:m OF'
TIlE CENTERLINE AND; BEGIN AT SAID POINT "B"; THENCE N.88006IJIO''E., 18.13 FEET
TO TgE END OF SAID CENTERLINE AND; BEGI~ AT SAID POINT "B"; 'THEtlCE
S.88 06'40"W., 40.37 F~ET TO THE END OF SAID CENTERLINE AND; BEGIN I\T SAID
POINT "C"; THENCE N.88 06'40"E., 19.90 FEET TO THE END OF SAID CENTERLINE AND;
BEGIN AT SAID POINT "C"; THENCE S.88 06'40"W., 47.50 FEET TO THE END OF SAID
CENTERLINE AND; BEGIN AT SAID POINT "D"; TI1ENCE rL86049'26''E., 15.60 FEET TO
TI-JE END OF SAID CENTERLINE-AND; BEGIN AT SAID POINT "F";,.THENCE N.560131J/6"E.,
12.88 fEET TO THE END OF SAID CENTERLINE AND; BEGIN AT SAID POINT "G','; THENCE
S.56 13'46"W., 15.00 FEET TO THE END OF SAID CENTERLINE AND; BEGIN AT SAID
POINT "H"; THENCE N.OoOO'OO"E., 18'62 FEET TO THE END OF SAID CENTERLINE AND;
BEGIN AT SAID POINT "I"; THENCE S.O OO'OO"E., 50.04 FEET TO THE END OF SAID .
CENTERLINE -AND; BEGIN AT SAID POINT "J"; THENCE N.OoOO'OO"E., 10.70 FEET TO
TIlE END OF SAID CENTERLINE ArlO; BEGIN AT SAID rOINT "K" 'mENCE N.OoOO'OO"E.,
8.48 FEET TO THE END OF SAID CENTERLINE AND; BEGIN AT SAID POINT "L"; THENCE
N.O OO'OO"E., 11.02 F~ET TO THE END OF SAID CENTERLINE AND; BEGIN AT SAID
POINT "M"; THENCE N.O OO'OO"E., 190.89 FEET TO THE NORTH LINE OF SAID LOT 26
AND TO THE END OF SAID CENTERLINE AND; BEGIN AT SAID POINT _"N"; TI-JENCE .
N.OoOO'OO"E., 14.18 F~ET TO THE END OF SAID CENTERLINE AND; BEGIN AT SAID
POINT "0"; THENCE N.O OO'OO"E., 10'65 FEET TO THE END OF SAID CENTERLINE AND;
BEGIN AT SAID POINT "P"; THENCE N.O OO'OO"E., 12.76 FEET TO THE END OF SAID
CENTERLINE AND; BEGIN AT SAID POINT "Q"; THENCE N.OoOO'OO"E., 10.52 FEET TO '
TIlE END OF SAID CENTERLINE AND; BEGIN AT SAID POINT "R"; THENCE s.ooOO'OO"E.,
11. ~ 1 FEET TO THE END OF SAID CENTERLINE AND; BEGIN AT SAID POINT "S"; .....TfJENCE
S.O OO'OO"E., 12.99 FE~T TO THE END OF SAID CENTERLINE AND; BEGIN AT SAID
POINT "T"; THENCE S.1746'38"E., 15'39 FEET TO THE END OF SAID CENTERLINE AND;
BEGIN AT SAID POINT "U"; THENCE S.13 14'02"W., 13.57 FEET TO THE END OF SAID
CENTERLINE AND; BEGIN AT SAID POINT "V"; THENCE S.13014'02"W., 15.11 FEET 'TO
TIlE END OF SAID CENTERLINE AND; BEGIN AT SAID POINT "W"; THENCE S.13014'02"W.,
25.6~ FEET TO THE END OF SAID CENTERLINE AND; BEGIN AT SAID POINT "X"; THENCE
S.13 14'02"W., 30.64 FEET TO THE END OF SAID CENTERLINE.
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2601 NORTH FEDERAL HIGHWAY, DELAAY BEACH. FLORIDA
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~t~? LINE DATA TABLE
,
LINE' BEARING DI5TANCE
L1 N . 890 57'09"W, 60.03'
L2 N.01o 53'20"W, 109.45'
L3 5.880 06'40"W. 111.25'
'L4 S.88o OG'40"W. 15.46' ,
L5 N.02o 30'16"W. 155.27'
L6 N.02o 30' 16"W, 25.88'
:1 L7 N.03o 10'34"W. 13,79'
J L8 N.03o 10'34"W. 74.30'
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L9 N.03o 10'34"W. 87.61'
. , L10 tl.OOo 54'25"E. 1 1 6 . 3 2 "
',~ ( ~ r . 1 . L 11 tl.33o 46'14~'W. 123.30'
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.-.. " . 46'14"W, 3.90'
- ~i:~)F( ~ L12 tJ . 330
L13 , N. 330 46'14"W. 1 0.00'
L14 5.89'0 44'47"W. 91 .48'
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L15 5.89'0 44'47"W. 53.58'
. ' L16 5.89'0 44'47"W. 91.17'
,
L17 5.89'0 44'47"W. 86.60'
L18 N.87o 25'34"W. 80.7.3,'
L19 N.870 25'34"W. 103.35'
L20 N.87o 25'34"W. 41. 08 '
L21 N.870 25'34"W. 84.-30 '
L22 N.870 25'34"W, 98.60'
L23 N.870 25'34"W. 35,75'
L24 5.880 18'55"W. 123.09'
L25 5,880 ,18'55"W. 55,77'
L26' 5.880 18'55"W. 1 . 71 ' .
. ....~ ~,!. 90'0 OO'OO"E. 22.98'
:- :2u N.900 OO'OO"E. 91. 00 ' or'
L29 N . 90'0 OO'OO"E. 62.70'
L30 N . 120 13'22"E. 8.30'
L31 N . 120 13'22"E. 168.57'
L32 N . 900 OO'OO"E. 108..16'
L33 5.7,60 45'58"E. 105.71'
L34 5.760 45'58"E. 39,83'
L35 5. 160 . 45' 58" E . 34.36'
L36 N . 00'0 OO'OO"E. 190.89'
L31 5 . 16'0 4S'58"E. 166,10'
L38 N.860 49'26"E. 15.60'
L39 N ..:010 53'20"W. 32.02'
L40 N.88o 06'40"E. 18.13'
L41 5.880 06'40"W. 40,37'
L42 N , 880 06'40"E. 19.00'
L43 5.880 06',40"W. 41,50'
L44 N , 560 13'46"E, 12.86'
~ L45 5 . 560 13'46"W. 15.00'
.~ .~~~. L46 N . 000 0,0' OO"E. ,18. 12 '
.~. 'w''' .t.
, -.,'1 L41 5.000" ob ' OO':E. I ' 50.04'
. ..:.1' . L48 N .000 00' OO"E ..' '10.10'
L49 N ..000 OO'OO"E, 8.46'
L50 N .000 00' oeY"E. ,11.02'
L51 N,OOo 00, ~ ,00': E , 14. 18'
L52 N ,000 00 ~ '0'0 "E . 10.15'
L53 N.OOo OO'OO"E. 12,16'
L54 N.OOo o 0 '"'0' 0 "E , 10,52'
L55 S.OOo OO'OO"E. 11.41'
L56 5.000 OO'OO"E, 12,99'
L57 5 . 110 46 "38" E . 15.59 ' ..".
L58 5.130 14'02"W. 13,51'
L59 5.130 14'02"W. 15.11'
L60 5.130 14'02"W. 25,68'
L61 5 . 1 30 IJ' t'2"w. 30.64'
5HEET 3 OF 3
1LJ1
RECORD VERIFIED
PALM 8Ef.CH COUNTY, FLA
- JOHN 8. DUNKLE
CLERK CIRCUIT COURT
89-190
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APARTMENTS
BOYNTON
BAY
July 1, 1991
Mr. J. Scott Miller
City Manager
The City of Boynton Beach
1 ()() E. Boynton Beach Boulevard
P. O. Box 310
Boynton Beach, Florida 33424-0310
Dear Mr. Miller:
When our Joint Venture (Boos/FeIner Construction and Florida Affordable Housing,
Inc.) approached the City of Boynton Beach to request some assistance for our
proposed affordable housing community, we requested individual meetings with the
Mayor and each Commissioner prior to presenting our request at a City Commission
Meeting. Not all of the Commissioners would meet with us, but those who did were
advised that our financing from the State of Florida carried with it a requirement that Ii, ~ +~/: ;~.
we rent at least 40% of the apartment homes to low to moderate income senior citizens"--_;., ~.~.
. At the time we intended to rent approximately half of the apartment homes to low to '
moderate income family households, many of whom would, of course, have children
. and that is why we also proposed the child care center across N.E. 4th Street from the
community.
When we appeared before the City Commission, the Mayor at that time, Gene Moore,
did not give us an opportunity to discuss our development, but instead belittled us for
requesting assistance and harshly criticized staff for bringing us before the
Commission. The request was put to a vote and a majority of the Commission voted to
pay $75,000 towards the repaving of N.E. 4th Street in exchange for contribution of
the land for N ,E. 4th Street by us, contingent upon, our obtaining $1,000,000 of
financing from Palm Beach County.
The funding for affordable housing, provided by the State of Florida through the
Florida Housing Finance Agency, is allocated 45% to families, 45% to elderly
households and 10% to farmworker households. The financing for Boynton Bay was
allocated from the funding for elderly households, and required, through a recorded
Land Use Restriction Agreement (copy attached), that at least 40% of the Boynton Bay
. .
hou.seholds be el.derly (age 62 years or q1Qe.Q~i~h the balance of the apartment homes
avaIlable for reSIdents of any age. ~cEIVED 499 Boynton Bay Circle
Boynton Beach, FL 33435
JUL 1
PLANNING DEPT. J Lj f
407-364-7600
407-731-1457 FAX
,~
,
So that my, partners and I could build quality, affordable housing, as we had done
previously at Auburn Trace, our affordable housing family community in Delray
Beach, we requested a favorable $1,000,000 mortgage loan from 'Palm 'Beach County "
to build this $14.2 ,million community. Palm Beach County agreed to this mortgage
loan, contingent upon our reaching agreement with the School Board of Palm Beach
County to address the issue of racial balance in the public schools. The concern of the
<:,,.1."01 n~'n'd o~, Jll. '>~In n"-"11 ro"'U'lt.. "nd th" Bo""d nf' ro''o''tlh' roOm""l'S(;lon"r.:: ""as'
....n...llv .1J'\;u.... .I u...l ~'" """V I "1' t.U1 . &""" c...... v. ........_..... ..,,'t "-",,.. 11. .... 1..........., T
that building an affordable housing community in our location would worsen the racial
balance in the local schools. The School Board's impact analysis disclosed that
Poinciana Elementary School, which serves this area, had 757 students enrolled (peak
enrollment 776), which enrollment was 84% black. According to the School Board,
"Study area 250" currently delivers public school students at a ratio of approximately
80% black to 20% white, Their study areas immediately to the south of our
community "collectively deliver 290 public school students to us - 289 black and 1
other. "
We strongly resisted any racial quotas on our community but, after many months of
. negotiations, entered into an agreement with the School Board recognizing our
requirement to rent at least 40% of the apartment homes to elderly households, and
- establishing a goal to rent the remaining 60% of our apartments in the approximate
range of 20-30% black and 70-80% other. Under the agreement we must submit
quarterly reports and we will be monitored by the School Board,
You are new to Palm Beach County and may not be aware of the fact that the School
Board of Palm Beach County is under great pressure from the Federal Government to
achieve better racial balance in its schools and they, therefore, must take steps such as
the agreement entered into with us. The alternative they would otherwise pursue would
be closing of schools such as Poinciana Elementary, and locating new schools further
west.
In response to the newspaper report about Mayor Wiener's concern that seniors housing
"could nudge the Palm Beach County School Board to close the aging Poinciana
Elementary to help solve integration problems", we would point out that senior housing
will in fact help preserve Poinciana Elementary. With respect to the child care center,
Mayor Wiener and City Staff made the child care center a requirement for approval
because they felt the City of Boynton Beach had a great need for a child care center.
2
j1J
'-
At about the same time as we were working with Palm Beach County, we were
approached by representatives of the Four Sea Suns Retirement Community adjacent to
our property to the south, and the Boynton Mobile Village Retirement Community
adjacent to our property to the east. We made appearances before these two retirement
communities, containing 188 households, and it was made very clear to us that the only
affordable housing community they wanted next door to them was an affordaQle
community for seniors. They were very happy to learn that our financing from the
State of Florida for :!.ffordable hcu:;:n;; required tllat at lea5t 40% 'of the "apartm:;nt '
homes be senior households, and strongly encouraged us to make the community 100%
senior citizens.
Since the affordable housing financing from the State of Florida requires that at least
40% of the units be occupied by senior households, and in light of the agreement
entered into with the School Board of Palm Beach County, we decided to gear our
marketing initially solely to senior households. What has become clear to us is that,
although some senior citizens did not mind living in buildings with a lot of children, ,
the vast great majority of senior households do not want to be disturbed by children, In
light of our required senior citizens set aside, we have gone to numerous seminars on
. senior housing and read many books on the subject and all the. experts agree that
seniors prefer living in retirement communities. Mixed age communities have
. generally been quite unsuccessful. In fact, as a result of the newspaper articles this past
Friday, several of the applicants at Boynton Bay have called to express their concern
about families, and wanted their deposits back,
From the standpoint of need, there is as much need for affordable housing for senior
citizens as there i,; for famiiit:s. SiI.ldies, commissioned by the Florida Housing Finance
Agency, have estaUlished that fact and that is why the State allocates an e<}ual amount
of funding for affordable housing for families and for seniors. We have certainly had
at least as much demand from low to moderate income senior households I at Boynton
Bay as we did from low to moderate family households at our Auburn Trace
I
development in Delray Beach, There is presently far more affordable housing in Palm
Beach County for families than there is for seniors. !
Almost all retirement communities for senior citizens are either extremely costly and
geared to wealthy households, or government housing geared to very low income
seniors, and low to moderate income seniors are forgotten. The only way to provide
decent affordable housing for seniors is through the long, laborious process of
obtaining necessary governmental assistance, as we have done.
3
/50
~ .. , ..
~
Seniors on fixed incomes, without employment income, are finding it more and more
difficult to maintain their homes and live decently. The housing of older Americans is
generally older and less adequate than the balance of the Nation's housing, The
percentage of income spent on housing is higher for older households than for younger
households. Seniors' greater needs for health care and other services further aggravates
the problem.
Boynton Bay will provide for low to moderate income senior citizens of Boynton Beach
and Palm Beach County the following:
1. Rents approximately $180 per month below the market rate for conventional
apartments - $425 per month for a one bedroom, $495 per month for a two
bedroom and $570 per month for a three bedroom, currently - for households
with incomes in the approximate range of $10,000 to $21,000;
2. Security which is extremely important to them - an enclosed community with a
24 hour gatehouse attendant; an emergency medical call button system and a
security alarm system;
- 3. Our clubhouse has been designated by the Division of Senior Services for Palm
Beach County as a congregate meal site and mini-senior center where seniors
will receive a free noon meal and an Activities Director will schedule and
coordinate numerous fitness, social and educational programs on a daily basis;
4. The ,}..!ae Volen Senior Center will provide free transportation to our senior
residents every weekday for shopping, medical visits, meals at other meal sites
and senior centers, banking, general errands and some social outings;
5. On-site we will have, in addition to the community center, a fitness room,
swimming pool and spa, gardening, card tables, a library, wellness classes
conducted by hospitals and medical clinics, a car care center, etc.; and
6. For an additional charge we will provide laundry service,
housekeeping services, trash pickup, etc.
Auburn Trace is a model affordable housing community for low to moderate income
families. We pledge to you and the C~ty of Boynton Beach to make Boynton Bay the
4
)51
,.
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J
foremost affordable housing community in the Country for low to moderate income
senior citizens. We know you will be proud of Boynton Bay. We are planning a
cornerstone ceremony in October at which you, the Honorable Mayor and the
Commissioners will be invited as our honored guests, but we hope that you will visit
Boynton Bay soon to see what an asset this community will be for Boynton Beach.
Kindest personal regards,
cc: ' Honorable Mayor and City Commission
Chris Cutro, Director of Planning
5
IS/;<
'1fU!, City of
tJ3oynton 'Beach
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100 'E. 'Boynton 'Bta& 'BouUvanf
!I'.a. 'Bo~310
'Bo!JlZton 'Bcadi,1'foritfa 33425.0310
City 9faf{: (407) 734.8111
1'}U: (407) 738.7459
June 26, 1991
Jay Felner, President
Felner Construction, Inc.
4723 W Atlantic Ave, Suite 9
Delray Beach, FL 33445
.RE: Boynton Bay Apartments
Dear Mr. Felner:
When the Boynton Beach City Commission originally approved the above
referenced community development in 1990, you had indicated in your presen-
tation that this rental complex would serve the low to moderate income
families. Also, along with this family concept a daycare center was sub-
sequently approved for construction on an adjoining land parcel.
. I am now reading in the newspapers of general circulation your adver-
tisements for rental ad notice that emphasize a "senior citizen" community.
I am somewhat confused with this change of approach - a family oriented
. community to one of senior citizens. An explanation on this matter would
be greatly appreciated. Thank you.
Sincerely,
CITY OF BOYNTON BEACH
~-"
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A:~~cott Miller
City Manager
JSM': cd
cc: Honorable Mayor and City Commission
Chris Cutro, Director of Planning
Central File
R "
REC~ffi})ED
JUN 21
-~r,lNli~G DEPT.
p~NN",G DEPT'! 4 \
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jJmema's gateway to tfie (julfstream
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GEE & JENSON
May 3, 1991
Mr. Ivan Olsak
Olsak & Associates
Consulting Engineers
308 Greymond Drive
West Palm Beach, FL
33405
Re: Boynton Bay Rental Apartments
Proposed Drainage and Roadway Modifications
Dear Ivan:
In accordance with our previous conversations and review of your
proposed modifications by the city of Boynton Beach Engineering
Department for the re~~~enced pr?ject, I have the,fo~lowing
responses:
1. The roadway typical cross-section may be modified to
change the ,12 inches of stabilized sub grade to l.2 inches
of compacted subgrade.
2. The 8 inch 1imerock, base and the' 1- inch of'-Type II asphalt
proposed should remain as in the typical road cross-
section previously approved.
3. The roadway widths of 12 foot each should remain as in the
typical road cross-section previously approved. Raised
curbing shall remain at the entry way per the original
design.
4. Your concerns 'about entry way drainage are noted and we
suggest that you submit a modified profile- 'for--the'''- -,
drainage at the entry way moving the--l'ow-point-- of' the' '
entry road west of 4th street to a point in line with
Catch Basin 25 and add additional inlets if necessary for
this roadway entrance to drain properly.
"'fA+\ ..~
JrnCEIVED
MAY ~
. ,
:::;,: if LANNING DEPT.
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One Harvard Circle. West Palm Beach, Florida 33409-1923. 407is83:3301 . FAX 4071686-7446
,
.n
Mr. Ivan Olsak
Olsak & Associates
May 3, 1991 - Page Two
WRS:kvc
91-025
5. In addition, your proposed curb cuts at the end of parking
areas to allow for drainage in, areas where continuous
curbing was designed is acceptable.
Please call me if you have any questions on this matter.
v~yours,
w. RiChJ;~
---
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cc:'Chris cutro
Vince Finizio
Don Jaeger
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Dear.~r. uinners~
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ThiS letter is to conf>-r>;, t ~or a building permitprior.:to' .tbe
de"elopment proj e'it ~pp~ l ';;~ pla;' appro"al \ Apri.l 11 tb :':l.~91 ) .
e"pirati.on date 0 ,t ~e remai.ns e"empt frOm tbe. Ci.~Y .S,,'\_ . .
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100 'I:. '.1loyrt lOti 'l\(iufi 'lllll/(l.t'arC<
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'Boyn'O" <Brarr.. :Trorida 33425.0310
City j{a((: (407) i 34'S 111
j5lX: (407) 738.;"459
~r. 'rom Uinners
625 Aubnrn ci.rcle ~est
uelraY Beach. YL 33444
to
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~:hamlet3.dOc/cu"rent
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"" ,- 'J3nOAD AND CASSEL
A TTORNEYS AT I.AW
MURRAY D. SHEAR, p,A,
MIKE SEOAL. P.A.
~f:rrn~Y A. DEU1Ctl. r.A.
p....TRICIA LEBOW, 1',.....
C, KEN BISHOP, P,A,
InVINO ~IIIMOrr
ALF:X C, KLIROS. P.C.'
ROBERT D. GATTON, F".A,
RIC.4Ano tJ, MACrAnlAND. r.A.
DAVID SUEAR, P.^.
c. DAVID BROWN, Jr, P.A.
.. DURTON SPRAKER, p.A.
DAVID.J. BERGER, p,A,
r, VERNON BENNCTT
MARWIN S. CASSEL, p.A.
.JAMES S. CASSEL, p,A,
MAURECN HEALCY KENNON, p,A.
ALICE BLACKWELL WHITE. p.A,
ALLAN B. SOLOMON, p.A,
R'CHARD E. RE:CKSON. P.A.
CLlrrORO I, HERTZ. p.A.
ARVIN .J, .JArrE, p.A.
M. STEPHEN TURNER
RALPH C, DATlLLIO
DOUGLAS L. MANN HEIMER
MARTIN fl. ""r~'-;'. ,...^.
IU^ n. oon()ON
MONTC A. .JACKCL
IGAL KNOOLER, F",A.
NORMAN S. WCIDER
RICHARD n, DOBKIN'
MICIlAEL A, OFII"'N
ANTHONY W. PALMA
....NDREW D. RArKIN
CIIAnLr!'l !,\, !'I' nA I ION
GARY S, DUNAY
RONALD .I. KLEIN
PHIUP n, SCHWARr7
UANDOLPH H. FIELDS, P.A.
HARRY A, PAYTON. p,A.
.JAMCS C. SLATER, p.A,
ARNOLD STRAUS, JR.. P,A.
STEVEN C. EISENBERG
DAVID K. MILLER
SUSAN RHODE:S
ROBERT T, ROSE:N
GARY BROOKMYE:R
THOMAS K. TOPOR
SANDRA p. STDCKWE:LL
ANDREW COTZIN
LAURIE: L. RIEME:R
M, SUSAN SACCO
RANDAL M. ALLIGOOD
.JILL STEINBE:RG SCIlWARTZ
RICAnnn 1"onnr.:!\. ..,".
ARIHUR nr:nor:n
THOMAS r, DIORIO
DAVID R, LENOX
~\,~ ~~
JONATHAN C, OSTCR
JAMES .I, WHEE'LCR
S1 EVEN CLLlSON
AMY S, SCHLOSSER
nmAN SMITH
H1A .J. COU:....AN
'HCDA.J, COLLINS
JCrrRE:Y r. GORDON
DE'nORAH H, JOHNSON
KAYLA .I, BISI10p
RONALD M, GACHt
RICHARD N, MILIAN
JOSE ^, CASAL
MICHACL R, KERCHCR
BE:RRY .I, WALKER, .JR.
HEATHCR WITTCRS
CHRISTOpHCR A. ANSELMO
CHARLES G. BARGCR, JR.
WILLIAM L. EpSTCIN
JUDITH A, JARVIS
BnENDA LCE LONDON
STUART R, ....ORRIS
JAVIER RODRIGUCZ
KIM R. BECHTOL
JErrRE:Y BROWN
MAnl< .I, CltMIt:lAn!\1<1
EDWAno M, I<UIlN III
JODI LAURENCE
GARY E. LEHMAN
7777 OLADES ROAD
SUITE 300
BOCA RATON, FLORIDA 33434
14071 4E13'7000
FAX 14071 4E13.732'
OF' COUNStL
SHEPARD BROAD
ALVIN CASSE:L
LEWIS HORWITZ
NORMAN BROAD, p.A.
KELLY OVERSTREET JOHNSON
_NOT ADMITTr:O IN "LontOA
."
January 14, 1991
Jorge L. Gonzalez
Assistant city Planner
City of Boynton Beach
~OO East Boynton Beach Boulevard
P.O. Box 310
Boynton Beach, FL 33425-0310
Dear Jorge:
Re: The Hamlet (Bovnton Bay)
, As you will recall, you wrote to me on December 18, 1990 to
confirm that the above-referenced project was exempt from
concurrency review by the City of Boynton Beach. You were also
kind enough to provide me with a letter from Palm Beach County
verifying that the project met the 1990 traffic performance
-standard code of Palm Beach County.
I have received an inquiry from the lender's counsel on this
particular project with regard to the meaning of the next to,last,
paragraph contained in your letter dated December 18, 1990 (a copy
of this l.etter is enclosed for your convenience). This paragraph
states that "The Hamlet project shall remain exempt from
concurrency management ordinance for as long as the site plan,
approved on April 17, 1990. remains valid and unexpired."
On a recent telephone discussion, you informed me that the
meaning to be inferred from this paragraph was that building
permits had to be appl.ied for within one year from the site plan
approval pursuant to City Ordinance. I woul.d appreciate you
confirming this to me in writing so that I can provide our lender's
attorney with a written explanation.
RECEIYED
JAN 1;' en
PLANHII\lG UEPf.
..
OTHER OFf'lCES: MIA....' ' FT. LAUDERDALE. WEST PAL.... BEACH. ORLANDO, TALLAHASSEE, ATLANTA, GA
/57
....
Jorge L. Gonzalez
January 14, 1991
Paqe 2
Again, your courtesies in this matter would be greatly
appreciated and I would appreciate a response as soon as possible.
Very truly yours,
,"---",
CASSEL
ay
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Enclosure
cc: Mr. Tom Hinners
,
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BHOAD AND CASSEL
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.
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CITY of
BOYNTON BEACH
Utilities Department
124 S.E. 15th Avenue
Boynton Beach, Florida 33435
(407) 738-7460
OFFICE OF THE DIRECTOR OF UTILITIES
November 19, 1990
Mr. Jay Fe1ner, Partner
THE HAMLET JOINT VENTURE
625 Auburn CIrcle West
De1ray Beach, FlorIda 33444
Dear Mr. Fe1ner:
SUBJECT: Boynton Bay Apartments & Day
Care Center - Easement
Please be advIsed that thIs offIce has no objectIon to the
ded I cat Ion of a new, pr I vate easement as shown on the attached
sketch, to replace an exIstIng easement. The sketch Is somewhat
defIcIent, however In that It does not IndIcate the 11ft statIon
s t te that I s to be deeded to the City. One of our cond I t Ions
of approval for the sIte plan was that saId dedicatIon be coupled
wI th the abandonment of the ex I st I ng easement. Th I s cond I t Ion
of approval Is still In effect.
We trust thIs letter addresses your concern. If not, please
refer any questions to Peter Mazzella of this offIce.
SIncerely,
RECEIVED
CI Y OF BOYNTON BEACH
~-,
ctor of Utilities
Joh
DIr
NOV 21 1990
PLANNING DEPT.
-
-
JAG:gb
bc: Peter Mazzella
cc: TambrI Heyden, AssIst. Planner - PlannIng Dept.
F I 1 e
/S1
CITY of
BOYNTON BEACH
Nailing:
Post Office Box 310
Boynton Beach FL 33425-0310
(407) 738-7480
100 E Boynton Beach Blvd
Boynton Beach FL 33435
BUILDING DEPARTMENT
City Hall Complex
West Wing
Telephone:
Address:
November 21, 1990
. Felner Construction
Mr. Jay Felner
4723 W. Atlantic Avenue, suite 9
'Delray Beach, FL 33445
RE: BOYNTON BAY RENTAL APARTMENTS (HAMLET)
File No.:90-016
This letter is to inform you that your project has received final sign-off
on November 19, 1990 of the plans submitted for review by the Technical
Review Board. Completing the' Site Plan Review process, enables you to submit
working drawings and construction plans for the site work and building
construction to the Building Department for plan review and permitting. To
initiate this process present to the plans analyst in the Building
Department the following:
aT appropriate and completed permit application form
b) copy of this letter
c) appropriate plans and associated documents
d) a plan filing *permit fee
The plan filing fee is made payable to the City of Boynton Beach in the
amount of *** .3% *** of the valuation of the work specified on the permit
application. The total permit fee is determined by the Building Department,
and is due when the permit is issued.
*section 5-4 Permit Fees, City of Boynton Beach Code of Ordinances
For information regarding permits related to the site work contact the Site
Development Division (407 738-7484) and (407 738-7480) for permits related
to the construction of the building.
If I can be of further assistance, please contact me.
RECEIVED
Development Administrator
Nav 21 1990
PLANNlNG DEPT.
MEH:ald
cc: Central Files
,TRB File
SDD File
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(407 J 265-4999..-11 1
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November 14, 1990
Mr. Peter Mazella
Assistant Director of Utilities
The City of Boynton Beach
124 Southeast 15th Avenue
Boynton Beach, Florida 33435
RE: Boynton Bay Apartments and Day Care Center
Dear Pete:
There presently exists a private easement on our day care site. This easement contains
a sewer line which services the boat yard immediately East of the site. We are
abandoning this easement and intend to replace it with a private easement on our
'property as described in the attached sketch.
. I would appreciate a letter from you stating that the City of Boynton Beach has no
~objections to this arrangement, since this is a private easement and will not be serviced
or maintained by the City of Boynton Beach.
Your prompt attention to this matter will be greatly appreciated.
Very truly yours,
&:~
Managing Partner
/[0 )
'....
I ,
CITY of
BOYNTON BEACH
@...,.,
.~-
100 E. Boynton Beach Blvd.
P. O. Box 310
Boynton Beach, florida 33435.0310
(407) 734.8111
OFFICE OF THE PLANNING DIRECTOR
September 28, 1990
.
Mr. Bob Wilson
Cooper Consulting Engineers
652 South Military Trail
Deerfield Beach, FL 33442
Dear Mr. Wilson: ~
This letter is to confirm the telephone conversation we had on
Thursday, September 27, 1990. Enclosed please find a letter from
the Palm Beach County Department of Engineering and Public Works
. verifying that "The Hamlet'" (Boynton Bay) project meets the 1990
traffic standards.
The Hamlet is exempt from the remaining city of Boynton Beach LOS
.standards (potable water, sanitary sewer, drainage, recreation
facilities, solid waste, and parks) for as long as the
development order (site plan) issued on April 17, 1990 remains
. valid and unexpired.
If you have any questions please do not hesitate to contact me.
Very truly yours,
CITY OF BOYNTON BEACH
Q~
~rg~)G~nZalez
Assistant City Pla~ner
,I
JLG:cp
Enc.
cc: Central File
jwt<
,
~
. f" ~ '
..
Board at Cou..t,. Co...,..l.lonen
Cuol J. Elmquist. Chairman
Karen T, MarcuI. Vice Chal,
Carol ^. Roberu
Ron Howard
Carol~ l'hllllrs
, .
. .
April 11, 1 ggO
County Admlnlltrator .
Jan Wlnten
Department of E"Klnellrlna
and Public Work.
"James J. Golden
Senior Ctty Pl.nner
C1ty of Doynton Belch
100 E. Boynton Beach Blvd.
P. O. Box 310 "
Boynton Beach, FL 33435-0310
Dear Hr. Golden:
The Palm Belch County Traff1c D1v1s1on has ~evtewed the traffic impact study for
the proj~ct ont1tled The'fiamlet at Boynton Deitch, H.E. 20th Avenue/U.E. 4th
Street pursuant to Countyw1de Traffic Performance OrdInance (Ord, No, 90-7) and
Mun1cipal Implementation Ord1nance (Ord. Ho. 90-0), The County l~affic D1v1:s1on
has determl ned: .
The project m9Qts the 1990 Traffic Performance Standards Code of, Palm Beach
County because there arc no overcapacity roadway segments within the
project's radius of development 1nfluence under Test '1 and Test #2.
]f you have any questions regarding the determ1nation of the County Traffic
D1v1s1ont pleasQ 'feel free to contact me, or call 664-4030. Your transm1ttal of
this traffic study for our rev1ew 1s appreciated.
.'-",
..
Sincerely,
OFFICE OF THE COU~N~
· 1 Ian A. Ennis, P. [.1 AICP ,
Dev~lopmQnt Revtew Engineer - Traffic Diviston .
.
AAE:cjk .
File: Now. TPS - Traff1c study Rov1DW$
au\H:amlot
0'.. . .
I.,.. fl1!""""',.,r"
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· I No. 39459 '\ *'
% \\ STAff OF jt;l: J
. ~';:I.) ORlt)~...:{~.y1
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"An I!qual Opportunlt)' . Arilrmatlve Action Employer"
BOX 24h WEST PALM BEACH, fLORIDA 31402-2429 (407) 684-4000
@ pml'" m "cvr/ftl~"
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....
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L
Boanl 01 Count, COMml_Ione"
Carol J. Elmquist. ChairmAn
Karen T, MarcuI. Vice Chll,
Carol A. Roberti
Ron Howard
Carole I'hlltlr~
.
County Admlnlltr.cor
Jan WhIten
--.
Department or E"Rlnellrlna
Ind Puhllc Work.
Apt'11 ll, 1 ggO
"',
"Jamu J. 901 den
SenIor City rllnner
City or Boynton Belch
100 E. Boynton Belch Blvd.
P. O. Box 310 "
Boynton eeach, FL 33435-0310
Dear Hr. GDlden:
The pa'~ BOlCh County Trafftc Dlvisiun his ~evl8wed tho traffic impact study for
the prnjf!ct ont1tled The'IIRmlet at Buynlun Up-ach. H.E. 20th ^venue/U.E. 4th
Street pursuant to Countyw1de Traffic rerformance Ordlnanc.e (Ord. tlo. 90-7) and
Muntc1pal Implementat10n Ord1nance (Ord. Uo. 90-0). The County Traffic Dtv1s1on
has determined: '
The project meC!ts the 1990 Traffic Performance Standards Code or. Palm Beach
County because there arc no oVerc~pac1ty roadway segments with 1n the
project's rad1us of development influence under Test '1 and Test fl.
.
]f you have any qU9st1ons regard1ng tha determ1nation of tho County Traffic
0iv1siont pleass 'feal frec to contact mg. or call 684-4030. Your transmIttal of
- this traffic study for our rev1ew is apprp.c1ated.
"
0... .
" " ,:t#""""""fII
. ~..,. ~t~" ""~
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· ( No. 39459 '\ *
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% '.. STATE OF it;::
GJ-;;:!.t OAI~~"-:.{~'i
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" . EO E" .....
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Sincerely,
OFFICE OF THE COU~N~
· lhn A. Ennh, p.r., AJCP
Dev~lopmAnt Review Engineer - lraff1c Division
AAE!c-ik .'
Fi1.: Now. TPS . Traffic Study Rav1aws
". ~.
.
au\Hamlot
- '.'An ~l)ual Opportunlr)' . AffirmatIve Action Employer"
BOX 242) weST rAtM BEACH. FLORIDA 33402-2429 (407) 684-4000
, @ pm"" on ',Cyfltd ".""
fhLj
CITY of
BOYNTON BEACH
@
'.. ':: ' .
.~.
100 E. Boynton Beach Blvd.
P.O, Box 310
Boynton Beach, Florida 33435,0310
(407) 734.8111
OFFICE OF THE PLANNING DIRECTOR
March 27, 1990
Palm Beach County Engineering Dept.
Attn: Mr. Charles Walker, County Traffic Engineer
PO Box 2429
West Palm Beach, FL 33402
RE:\ The Hamlet of Boynton Beach - Revised Traffic Impact
Analysis
Dear Mr. Walker:
Enclosed you will find two copies of the revised traffic impact
analysis for the above-referenced project. Please r~view this
project for consistency with the Municipal Implementation
Ordinance of the Palm Beach County Traffic Performance Standards
Ordinance.
.
If you have any questions concerning the above, please do not
hesitate to contact me.
Very truly yours,
CITY OF BOYNTON) BEACH
;)(t."" 1- /S;c.:':f~_
II ,.
JAMES J. GOLDEN
Senior City Planner
JJG:frb
Encs
cc: Vincent Finizio
Jay Felner
Certified Mail #P730 407 544
/eaS-
CITY of
BOYNTON BEACH
@'
-.. .: ~ .
.~..
100 E. Boynton Beach Blvd.
P. 0, Box 310
Boynton Beach, Florida 33435.0310
(407) 734.8111
12 June 1990
Timothy Cannon
Acting Planning Director
City of Boynton Beach
100 East Boynton Beach Blvd.
Boynton Beach, FL 33425-03l0
Mr. Remar Harvin
Director, Palm Beach County
Department of Housing and CommunitY,Development
801 Evernia Street
West Palm Beach, FL 33402
Dear Mr. Harvin:
This letter is in response to your request on behalf of the Palm
~each County Board of Commissioners with respect to crediting a
certain proportion of the dwelling units in the Hamlet project
toward the County's affordable housing. objectives. The City's
.Comprehensive Plan, under Objective 6.3, states "By the Year
2000, the City shall continue to implement a series of housing
programs aimed at providing adequate housing and housing sites
for low and moderate-income persons available to meet their
housing needs." The support documents for the Housing Element
project the,.number of rental units, by rent ranges, that will be
needed in the City through 20l0, however, the plan itself does
not contain any such numbers. Therefore, it would be possible
for Palm Beach County to credit 80 percent of the units in the
Hamlet project toward meeting the County's housing objectives,
without conflicting with the City's Pl.an. Consequently, it would
be acceptable to the City for Palm Beach County to receive credit
for the above-mentioned proportion of units, based upon the
County's 1 million dollar loan contribution toward the project.
Very truly yours,
TPC/cmc
cc: J. Scott Miller, City Manager
Johnetta Broomfield, Community Improvement Director
BOYNTON BEACH
7~
. Cannon
Planning Director
)&&
..
wpdS\doc\agrccmt\dcv
THE SCHOOL BOARD
OF PALM BEACH COUNTY, FLORIDA
THOMAS J. MILlS
SUPERINTENDENT
OF SCHOOlS
GROWTH MANAGEMENT CENTER (407-624-7239)
3930 RCA BOULEVARD, SUITE 3004
PALM BEACH GARDENS, flORIDA 33410-4272
" , . :' ~ ::. " ..;' . .
.- .' . -... ..-....~.. .
":-f>"i,~:;~:i;,~.;<~:"~:;.<'" 0"",
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April 25, 1990
Mr. Jim Golden
Assistant City Planner
City of Boynton Beach
Post Office Box 310
Boynton Beach, Florida 33425-0310
Re: The Hamlet
Dear Jim:
To confirm our telephone conversation, wherein you advised
that the Hamlet affordable housing project in Boynton Beach
has received all necessary approvals from the Boynton Beach
City Commission. This includes the City's contribution of
$200,000 credit for utility and road impacts, and $85,000
credit toward park and recreation impacts. The City's
contribution of the $285,000 impact credits is contingent upon
the developers of the Hamlet obtaining $1,000,000 in
affordable housing funds from Palm Beach County. Upon
receipt of the funds from the County, the developers may
begin pulling building permits.
Should any of the above not be your understanding of our
conversation, please contact me. Thank you for your time in
providing us with this information.
. trulYJ~Ul
Li da S. ~well
Real Property Manager
Growth Management Center
LSH:dkh
cc:
William V. Hukill
Howard Johnson
David H. Williams
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EXHIBIT "A" ,
;.
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100 1:. (E~::-:t":: 'Eea:.h ':S:Ju[tl'~rl.
, 1'.0. '};C\:} 1 0
'3oY'lton 'llr~li, j{oricfa J3':25.0.310
City~d1: {JOt} i34.8111
:J:Z..X: (~Oi) iJs.;4sE
December 18, 1990
..
~~tention: p.r. Gary Dunay
Broad and Cassel, Attorneys
7777 Glades Road, suite 300
Boca Raton, Florida 33434
.-
.'
Oear Hr. Dunay:
This letter is to confirm that the "Hamlet" (Boynton Bay)
project, located within the corporate limits of the city of
Boynton Beach, and specifically located at the southwest corner
of the intersection of N.E. 20th Avenue and N.t. 4th street is an
(A)(19) category development project, which means the project is
"fully,exempt" from the cit~' of BOYllfon Beach concm:rency
Management ordinance (ord. No. 90-18) for the construction of two
hundred and forty (240) multi-family units. '
I
I~ave also included a copy of a letter from the Palm Beach
County T~affic Division which verifies that'the Hamlet project
meets the 1990 Traffic Performance standards Code.
~
The Hamlet project shall remain exempt from the concurrency
Hanaaement Ordinance for as long as the site plan, approved on
April 17, 1990 remains valid and unexpired.
zf you have any questions please do not hesitate to contact me.
Very truly yours,
orge L. Gonzalez
Assistant city Planner
I.
"
Enc.
cc: central File
subj ec't. File.
a:hamlet.doc
"
"
)1)0