HomeMy WebLinkAboutDocumentation_Regular_Tab 08eh_08/12/1999 �-----�
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MEMOR.ANDUM � e.� MA sr�-n. sr,-� Pc,� �
� �, C3�i��i NG "�' `'
To: Thomas G. Bradford Villag� Manager
From: Scott D. Ladd, Director of ommunity Development ��
Kara L. Irwin, Planner�� � �
�„� � �) C.F�iv ,s'C�A�� �vg t t`?2_
Date: August 6, 1999 h\ �,� �� ��c`7�
�• �
Subject: Special Exceptio� Us� Public H�a.ring and Sit� Plan R�view for- the Tequesta
Village Center, a planned mixed-use development (PMUD) application within
the Village Mixed-Use Zor�ing Dist�i�t, 190-222 Tequesta Dr�ve, currently known
as Tequesta Plaza, for approval of a Master Site Plan and construction of Building
"A" of said Master Site Plar�: �eorge G. �'sen��l� & Associates, agent �or JMZ
Tequesta Properties Inc., and Thomas G. Bradford, for the Village of Tequesta,
applicants.
The Village of Tequesta Departm�nt of Co�nm�nity develop�ent has received applicati�n for
Master Site Plan review for a project referred to as Tequesta Village Center. The applicant's
agents axe George G. Gentile &�Associat�s, for JMZ Tequesta Properties Inc., and Tho�as G.
Bradford, agent for the Village of Tequesta, applicants.
The application is for permit�ed uses �d- four special exceptions uses, according. to our zoning
code for the Mixed-Use district. We are referring to this project as a mixed-use development,
according to the Comprehensive Zon�r�g Qrdinance fur- the mixed-use district (�1-U District) a
planned mixed-use development (PMLTD) is "required for all permitted, special exception and
accessory uses �rithin the mix�d-us� district except lots or parcels of less than three (3) acres."
A planned mixed-use development is defined by the Code of Ordinances, Appendix A,
Comprehensive Zoning Ordinance, Section IV as fa�lows:
A uni, fied development process that permits a mixture of land uses to develop in a
creative, vital arrd diuerse way. Residential, commErcurl and public buildings and
facilities are the primaty uses in this development approach. Neighborhood
_ identity is emphasized in mixed-use areas arzd responsible use of the enuizonment
and naturad features is requirec� All modes of traff c, including vehicuular,
pedestrian, and bicycle are integrated into and conneet various uses. The mix
and intensity of uses and the property development standards (with the exception
of buidding height, which is limited to a maximum six- (6) stories or eight four
(84) feet) can be fully negotiated with the Village to provide optimum
development flexibility in mixed-use qreas.
Tom, attached are nineteen (19) sets of packets, including an original, for the above referenced
subject. Please place this item on the August 12,1999, Council agenda. Staff recom�ends
approval.
/kli
NOTICE OF PUBLIC HEARING
SPECIAL EXCEPTION USE
SITE PLAN REVIEW
VII.LAGE OF TEQUESTA
THURSDAY, AUGUST 12,1999
7:00 P.M.
Public Notice is hereby given that the Village Council of the Village of Tequesta, Florida, will
hold a Public Hearing during the Village Council meet'vng Thursday, August 12, 1999, beginning
at 7:00 P.M., in the Village Hall Council Chambers, 357 Tequesta Drive, Tequesta, Florida, to
consider:
• An application from JMZ Tequesta Properties �nc. for a Special Exception as provided by
Section X(�, Special Exception Uses, of the Village of Tequesta Zoning Ordinance No. 355, as
amended, for the Tequesta Village Center, at 190-222 Tequesta. Drive, on the properry currently
laiown as Tequesta. Plaza, within the M-U, Mixed Use Zoning District of the Village of
Tequesta to allow for:
� an appro�umately 8,000 square foot classic car showroom (large scale retail sales
and services) on Pazce13, Building "A"
• a restaurant on Parcel3, Building "A"
• Civic/CulturaUPublic Use on , Parcel.2, Building "D"
• An application from the Village of Tequesta for a Special Exception.as provided by Section
X(J), Special Exception Uses, of the Village of Tequesta. Zoning Ordinance No. 355, as
amended, to a11ow for Civic/CulturaUPublic Use on the property proposed for the development
ofthe Tequesta Village Center, Parcel 1, Building "C", currently known as Tequesta. Plaza, i90-
222 Tequesta Drive, within the M-U, Mixed-Use Zoning District of the Village of Tequesta.
The above Special Exception applications were submitted in conjunction with the applications of
Site Plan Review for the Master Plan of the proposed Tequesta Village Center and Site Plan
Review of Building "A", a portion of the Tequesta Village Center. The Applications for Site Plan
Review as provided by Section X(M), Site Platt; Prerequisite to Btulding Permit Issuance, of the
Village of Tequesta Zoning Ordinance No. 355, as amended, provides for Village Council
Review of the Tequesta. Village Center, a 4.83 acre parcel, cunently known as Tequesta Plaza, to
be redeveloped within the M-U, Mixed Use Zoning District of the Village of Tequesta.
At such time and place, the Village Council will hear a11 evidence in support of or in opposition
to this application. You aze advised that if any person decides to �ppeal any decision made by the
Village Council with respect to any matter considered at the Public Hea.ring, he will need a record
of the proceedings, and for such purpose he may need to ensure that a verbatirx record of the
proceedings is made, which record includes the testimony upon which the appeal is to be based.
PLEASE GOVERN YOURSELVES ACCORDINGLY.
Village of Tequesta
For the Village Council
Ron T. Mackail, Mayor
s ectfully, �
Kara L. Irwin
Planner
Posted: July 28, 1999
SITE PLAN REVIEW FOR MASTER SITE PLAN AND
BUILDING "�" OF NIA�TEl� SITE PLAN FOR
TEQUESTA VILLAGE CENTER
TABLE OF CO�TT�N�S
I. Village of Tequesta DRC StaffReport and Recommendation 1
II. StaffAnalysis for Building A Site Plan Review 4a
II. Applicants Response to DRC StaffReport 5
III. Applicant Response to DRC Comments by Utilities Director 7
IV. Applicants letter for modifications to the Application 8
V. Site Plan Review �pplication. for �PMUD) Planned Mixed
Use Development- Tequesta Village Center 9
VI. Site Plan Review Application for Building A Site Plan 12
VII. Statement of Use- PMUD 15
VIII. State�ent of Use- Build�ng A 1 b
IX. Location Map 1 �
X. Environmental Statement- PMLTD 1 g
XI. Legal Descriptions- Village Parcels 19
XII. Legal IIescriptions- Jl�Z Parcels 21
XIII. Application for Landscape Waiver 23
XIV. Ordinance No. 377 Compliance Checklist 24
XV. Traffic Impact Analysis Zg
XVI. Availability of Utilities 7p
a) Loxahatchee River District '71
b} BellSouth 73
c) Adeiphia 75
d} Village of Tequesta Water Department 76
e) FPL ��
XVII. Tequesta Village Center Water Management Calculations 78
XVIII. Tequesta Village Center Exfiltration Trench Calculations 83
XIV. Tequesta Village Center Pipe Size Calculations 91
XV. Recorded Reciprocal Parking Agreements 94
XVI. llRAET Declarations of Covenants ar�d Restrictions 114
XVII. Village Staff Comments for Declaration of Covenants and Restrictions 128
XVIII. DRAFT Developers Agreement 130
r 1
VILLAGE OF TEQUESTA
DII'ARTMIIVT OF COMMUNITY DEVELOPMEIV'f
� Post Office Box 3273 � 357 Tequesta Drive
�'� o Tequesta, Florida 33469-0273 •(561) 575-6220
,� Fax: (561) 575-6239
c
VILLAGE OF TEQUESTA
VII.LAGE COUNCI�,
July 13, 1999
Staf�' Report and Recommendations
for Development Review Committee (DRC)
and Site Plan Review (SPR)
Tequesta Villa�e Center: JMZ Properties, applicant; Greg Grudovich, agent,
Village of Tequesta, applicant; Thomas G. Bradford, agen� Request for plan
approval. The property is located at the Tequesta Plaza site between US One and
Old Dixie Highway on Tequesta Drive and is in the Mized-Use (M-U) zoning
district.
Background: The subject property is located on the South side of Tequesta Dr�ve,
between Old Dixie Highway and U. S. Highway One: It has an appro�cimate area of 4.83
acres and is within the Mixed-Use (M-i� zoning district.
Currently existing on the property is a retail shopping center.
The general area. is a mixture of residential and commercial. To the east and w�st of the
subject property there e�st commercial properties developed with banking facilities and
professional offices. To the north, across Tequesta Drive is a residential development,
Tequesta Oaks and commercial properties consisting of a bank, restaurant, and
professional of�ices to the South across Bridge Road a�e Commercial p�operties, rnostly
retail stores and offices.
The �x�sti�g b�ilding will be d�molished �d replaced vvith a pl�ed mixed-use
development. The site is broken into three separate parcels containing four separate
buitding sites and the applicant proposes a Master Plan approval, which will be developed
in phases. The Master Plan (PMIID) delineates specific uses and square footage for the
develop�nent of the three parcels.
The Villag� owns parcel # l, which consists of 52,778 SQ. FT. and the Roadway Parcel
that consists of approximately 0.6463 acres. JMZ Properties owns parcels #2 and #3.
JMZ Properties proposes to develop Building A, while the Village develops the adjacent
portion of the roadway. Once Building A is complete, the tenants from the e�sting
Tequesta Plaza will vacate the structure so that the Village may demolish the entire
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structure. Once the structure is demalished, the remainder of the roadway will be
completed and JMZ can continue to develop the remainder of the parcel according to the
Master Plan.
A road (Main Street) will run northlsouth through the middle of the site and provide
access between Tequesta Drive and Bridge Road and access to the internal portions of
each of the four sites by use of a roundabout.
Development Review Committee and Villa�e StaffReview
A formal meeting of the Development Review Committee was held on Monday Iuly 12,
1999, at 2:00 P.M. In attendance, representing the Village of Tequesta were Matthew J.
Morrison, Utilities Department, Scott D. Ladd, Community Development, Kara L. Irwin,
Community Development, Chief Stephen Allison, Police, Sgt. Donald Ricciardi, Police,
and Acting Cluef Charles A. Burnsed, Fire-Rescue. In attendance representing the
applicants were George G. Gentile, GGG & Associates, Emily O'Mahoney, GGG &
Associates, James Stergas, Stergas & Associates, Pat Lawson, Messler & Associates,
Greg Grudovich, JMZ Properties, John Zuccarelli, JMZ Properties, and Joann
Manganiella, Vi�lage of Tec}uesta. Sta� s review, comments and requests are outlined
below:
StaffReport and Comments�
Comments bv Scott D. Ladd, Director of Communitv Develoument•
• Proposed projeet, as a mas�er plan (�'MUD) and site plan revi�w for building <`A> �uires special
exception use review and approval by the Village Council and as such, is a Quasi judicial public
hearing process for both the PMiJD and the building "A" site plan review
• The proposed project is a glanned mixed-use development (PMUD) because, as set forth in the M-U
District regulation, the total stte exceeds thre€ (3) ac�es. .
• As a PMiJD Master Planned Area, there needs to be controls established, i.e., unity of title, unity of
cc3ntrol, deed restrictions & covenants or some o�her legally acceptable method to control the
development of the PMUD. This is also required as there may be multiple owners of the varions
sites and also due to the proposec� project being phased for consUuction in lieu af being constructed
all at one time under a master primary building permit.
• With regard to parking formulas � and set farth o� the proposed site plan, it may be acGeptable
to use the shopping center formula for those buildings, or portions thereof, that are designated for
use as r€taiUrestauranUoffice or ��ai�/offce. Th� residen�ial should be calculated at two (2} spaces
per unit and can include on-street parking spaces if the Village specifically allows overnight parking
in the PMLTD. The civic%ultural should be calculated using the appropriate farmulas set forth in the
zoning code for the uses.
• Because the proposed project is a PMLJD mast�r planned area, the required concurrency statements
must address the level of seivice (LOS) for the enrire master planned area, not just the site plan for
building "A". The totals for the various comprehensive plan elements with regard to the levels of
service (LOS) must be established up front using the proposed uses and building square foot areas,
then as the various sub areas (building sites) evolve proper monitoring of the I.evels of Service
(LOS) can be accomplished and any deficiencies can be addressed in a timely manner so that
compliance with the comprehensive plan requirements can be met.
� Site plan has the flood elevation listed as a B Zone, when in fact the site is in a C-Zone.
3
• All parking space striping for off-street parl�ing spaces in�st be double lined
• The e�sting zoning is Mixed-Use (M-Ln — not commercial as indicated on proposed site plan. The
existing Land-Use is Co�mercial (changing to mixed-use with second reading of the EAR Based
Comprehensive Plan Amendments at the July 22, 1999 Village Council meeting)
• Need color rendering and color chips for builciing "A" site plan review and roof �ile specs.
Comments bv Kara L. Irwin. Planner: '
MASTER PLAN:
• The site must be platted prior to the issuance of the certificate of occupancy for th� first building.
• The plans are lacking the dimensions needed to do a proper analysis for the Site Plan Review.
• The landscape calculatiQns must also be broken down into % of landscaping for the site and % for
vehicular areas.
• The `Ex'�ring Zoning' is Mixed Use and the B�sting Land IIse designation is M-i7.
• The applicant must provide a`unity of title' or `uniry of control' agreement for the master site plan
(PMUD) review of the four l�uildings and their sites.
• The applicant did not generate the parking requirements conectly. The uses must be broken
separately and the parking requirements fnr each must he added tagether to find the sum for the total
site.
• The covered walkways must me included in the total building coverage.
• All required landscaping must be on site to be included in the landscape data calcularions.
• For a master plan (PM[Jl�l the aPPlicant should also specify the details of the pro1ect e.g. paint
wlor, roof coverings, windows, architectural styling, lighting standards (poles, heads, etc.) and also
uniform sign,age (monument signs, wall_signs, control signs, etc.),.etc.
• Standards for newspaper vending machines should be established.
• Per the purchase contract vuith the Village, the northwest parcel must also allnw civicicultural use.
• Include in the plan the option for adding pervious pavers, hard grass areas, concrete, etc., to allow
flexibility in the roadway an+d as a methad to meet skorm�vater runoff / drainage criteria.
• Amend the bridge road streetscape plan to match the Village's exisring plan which allows.for more
parking spaces.
• Show all easements on the plans.
• Need �onditions for the Master Plan (deed restrictions/covenants)- set forth the azchitectural style,
color schemes, roofing materials, lighting, window treatments- plan for the overall look desired in
the master plan.
• Show riming of phases on the master pian (PMUD).
• Check the borings for water level to determine possibility of underground parking or under building
. parking.
• Create a list of required waivers to the landscaping reqnirements.
Comments bv Matthew J. Morrison. Utilities Director•
WATER DISTRIBUTION
• The 6" �xisting water main on bridge road is improperly located.
• The water mains seivicing the development should utilize the seivice entrances on the east and west
side of the project site rather tha�t fhe main road into th� eomplex. Utilizing these areas will
minimize damage to high traffic areas in the event that circumstances wanant system repair and
provides for a completely looped syste�n. A utility corridor ease�nent (north to south} at these
locations is highly desirable.
• The double valves as shown are not rec}uired.
• Add valve at service tie-ins to Buildings B and C.
• Add a main line valve bet�een the two hydrant mains.
STORMWATER COLLECTION
• Incorporate proposed cha�ges to Bridge Road in the stormwater detail (i:e. curb and gutter, etc.)
• Discuss what will accommodate drainage from the main road right-of-way.
'4
• Minimize impervious surfaces by utilizing pavers or other pervious road and parking surfaces.
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• Conceptuallocation of e�ltration trenches are adeqnate at this time, however details, calculations,
soil percoladon tests, etc. wi11 be nceded to deternune whether or not these devices will perform to
the Village's twenty-five (25) year frequency, t�venty-four (24) hour duration storm criteria.
• Coordination between the applicant, the Village & ENCON in order to identify options to eliminate
numing the sewer connection under the buildings or the roundabout.
Comments bv Chief Stenhen J Allison Police•
• What is the anticipated increase of traffic on Bridga Road? It a}�pears as if it may be substantial and
require some type of additional traffic control at the intersection of Bridge Road and Old Dixie
Highway.
• Elevator security — will they function 24 hours a day, 7 days a week?
• Rest rnom security — will they be secure�d after a certain hoiu or will a key be required tn make
entry.
• A complete evaluation cannot be completed withQUt a lighting plan.
Comments bv Acting Chief Charles A. Burnsed Fire-Rescue•
� The turning radiuses were checked and seem to be adequate for fire and rescue apparatus.
• Overhead trellis needs to be a minimum height of 11' to allow for access of fire vehicles.
• There needs to. be a fourth hydrant located on the north side of the project for adequate water supply
from any direction.
• The building sgecifications need to be submitted which specify tyge of constructi.on, fire grotection
and materials in order deternune water flow calculations which meet ISO requirements.
• Water distribution system must be designed to deliver adequate flow to protect eomplete center.
• Project must comply with all applicable governing codes, provisions, and standards.
Staff Reeommendation:
The praposed site plan, with apprapriate conditions, is a reasanable praposal for the
subject proper�y, located i� the l�ixed-LTse (M LJ} aoning district, and could be
implemented. The applicant addressed all comments made by Development Review
Committee in a satisfactory m�nner �or the site plan review. If the Village Council
considers the applicant's request for approval, staff recommends approval with the
following conditions:
1) A`Ur�ity of Control' document must be executed hetvaeen the property owners in
lieu of the "Unity of Title', which is required by the Village Code.
2) A`Declaration of Covenants and Restrictions' must be created by the property
owners and recorded in the Public Records of Palm Beach County, Florida. Please
see `E�ibit _', a draft `Declarations of �o�enants and Restrictions' for the
Tequesta Viliage Center.
3) �`Developers Agreement' is executed by the property owners creating standards for
development of the remaining parcels and also Building "A" of the Master Plan.
Please see `E�ibit _', a draft `Developers Agreement' for the Tec}uesta. Village
Center.
4a
Village of Tequesta
Staff Analysis for Site Plan Review Applications
Building "A" of the Master Site Plan
Applicant � T �� �O��es and V'illage of Tequesta
Agent Georg� G. Gentile & A�.s�ciates
Contact: Kara L. Irwin, Village Planner
Telephone/Faz: (561) 575-6220 / 575-6239
Notice D�te July 28, 1999 and August 8, 1999
Public Hearing: ° �
Project name: Tequesta Village Center �
Appl�cant: I1VI� Properties and Vil_lage of Tequesta
Project Location: On the South side of Tequesta Drive between U. S.
1 a�d Oki Dixie H�ghway.
Address: 190-222 Tequesta Drive
Acreage: 4.83 A,cres
Present Land Use Designation: Mixed-Use
Present Zoning District: M-U �
Existing Use: Retail Shopping Center (Tequesta Plaza)
B�CK�R4UND
The subject property is located on the South side of Tequesta Drive, between Old Dixie
Highway and U. S. Highw�y One. It has a� �pprva�rr�ate area of 4, 83 acres and is uvithin
the Mixed-Use (M-L� zoning district.
Currerrtly existing on the property is Tequesta Plaza, a retail shopping center. �
The general area is a mixture of residential and commercial. To the east and west of the
subject property there exist commercial- properties deueloped with banking facilities and
professional offices. To the north, across Tequesta Drive, is a residential development, �
Tequesta Oaks and commercial properties coxisisting of a bank restaurant, and
professional offces to the South across Bridge Road ar.e Commercial properties, mostly
retail stores and o�ices.
4b
The ex�sting building will be demotished ar�d r-eplaced with a planned mixed.-use
development. The site is broken into three separate parcels containing four separate
building sites and the applicant proposes a Master Plan appr-oval. The Master Plan
(PMLJD) delineates specific uses and square footage for the development of the three
parcels.
PROJECT DATA
The Vi�lage owns_parcel # 1, w�ich- consists of 52,778 SQ. FT. and the Roadway Parcel
that consists of approximately 0.6463 acres. JMZ Tequesta Properties Inc. owns parcels
#2 and #3.. JMZ Tequesta Properties Inc: proposes to-develop Building A, while the
Village develops the adjacent portion of the roadway. Once Building A is complete, the
tenants from- the e�sting Tequesta Plaza wit_l- vacate the structwe so that the Viliage may
demolish the entire structure. Once the structure is demolished, the remainder of the
roadway wil�. be completed ar�d JMZ Tequesta Properties Inc. can .continue to develop
the remainder of the parcel according to the Master Plan.
STAFF ANALYSIS
This section analyzes the_ application's. ability or inahility to satisfy a11 applicable
development provisions of the Comprehensive Plan. The analysis is as follows:
Comprehensive Plan. consistency- A r-eviEw of the-pxoposed development for
consistency with the goals, objectives and policies of the Comprehensive Plan found the
Project in_compliance with the.Future Land Use Element. The Mixed Llse Zoning
District set forth in the Comprehensive Plan allows for the combination of Commercial
and Residential- Uses, as shovvn in. the Tequesta. Village Center. Project.
Property Development Standards-
Parking Requirements: The required parking for the square footage of Building "A" is
determined by the sum of the required parking for the square footage of the different
uses: The applicant has provided parking on-site a�d provided for additional parking
through a reciprocal parking agreement with Nations Bank, 150 Tequesta Drive. The
reciprocal, parking agreement provides 56-1.1.2 parki�g spaces for use by the Tequesta
Village Center, Building "A".
Total Parking required 103 spaces �
Tota1 Parking Provided on-site 45 spaces
Tota1 Pazking from- reciprvcal- agreement 56-112 spaces
Tota1 Parking +101-157 spaces
Streets/r�ghts-of wa,�The mi�imu� width of tt�e right of way within tt�e Froject area. of
Building "A", sixty (60) feet, is within the requirements of the code which is a minimum
of fifty (50) feet.
Dra�nase; The drainage for- the_ entir.e r�aster plan site and Building "A" has been
reviewed by the Village of Tequesta Utilities Director and found satisfactory.
Schedule of Site Regulations: Bui�ding "A" meets ali- the rec�ui�ed site regulations� for the
Mixed-Use Zoning District.
�G
Landscapi�g: The landscaping for Bui�ding "A" r�eets the general site requirements for
percentages and azea of landscaping, yet does not conform to the general form and style
outlined with�n the Villages- Code of Ordinances: The plan uses a unique style to apply
the requirements of the Village Code of Ordinances. The plan provides lush landscaping
for the_ site plan of Building "A", which is the overal� intent of Section. X, Supplemental
Regulations Applying to a Specific, to Several or to all Districts, Subsection (I�,
Landscaping: General Requirements: Tt�e appl;cant requests waivers to the form of the
overall landscaping not the quantity.
Si�na�e- Rec�uirements: The applicant pr.oposes w�iform signage for Building "A" as seen
in the Site Plan Submittal.
STAFF RECOMMENDATION
Staff Recommends approvat- for the site plan for- Building "A" af the Tequesta Village
Center Master Site Plan with adherence to the conditions set forth in the Development
Review Commi�tee StaffReport.
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"' �� . � . . � ' .. • . . _ .
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" GEORGE G. GENTILE � ' �
� 6 ASSOCI ATE S. INC. - � . � " � � . � '
LandscapcArohiucts,. � ' •
Planners and - . ,
Environmental Consultant5 - '
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, July�27, �'�9�J : , ' _ • � .
Village of Teq�uesta . , . � � " � -
� � Department of �ommunity Development � . � . . '
. 357 Tequesta Urive : - ' . �
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' . Tequesta, Florida 33469 - �: , : - . .
. Attn: Ms. Ka�a trwin � ' �
-. ' Re: Teque�ta �tiilage Center �� . _. ' ,. ' � .
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, , , , Dear Ms. �rwin.". . � . , . � .
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., _ . . __ ,
-, � Please f�t�tl �e fallowing respt�nses to the�Staff Report'and Recommendations for .
��`' Develo(��e�t F��view Committee. �(pRC) ar�d �ite -Plan f��view (SPR) of July 13,
1999 fc�` the ahowe �efereneed .project. . : • _ � ` � _ . .
, . . : , - ,: , .
, Resp�nse to comrn�nts t�y Scott �: Ladd,; I�irector of Community Development: ' -
� �� , 1. `' T#�v6 Spe�al �xception Use Applicafions will � be filed for #he 'PMUD and the ,,
` Phase I Building A Site Pt�. .' :_ _- v ;
. 2. A�epted. : ." , . -::. � _ r : � � - , � .
� 3, ' JMZ ia of procuring .the n�cess�ry;documents. aridicated which will be ready by �,
� tt�e.Master and Sit� Pl�n-subrnittal date. _ - " . � . .. � .
� _ 4. Use square footage a'nd parkirig calculafions have been_ reconfigured and ,
� � detailed. In a conv;ersation wit�- $cott 'Ladd c3r� July 8„ 1999, he conceptually �
-approved the perc�nfages of us�s defined-for. Buif�ings C and D. The,us�s we.re
defined �s such to allow tf�e greatest versatility #o #he f(atur� development. -�. ., �
' 5. Letters requ�sting concurrency,and LOS st�tements are included in the Master ,
" � ' and Site Plan Stabmittal package. : . " -
- 6. The Flood Zone B notation ha� been ehanged to C-�one. ',� �- ,
. � � 7. The zoning and I�nd-use designations have been changed ta. Mix�d-Use and M- �
U re�pectively. ' � .
, _• 8. Color boar�ls fpr the architectural package w.ill be prov'ided. :� � � , '-
RespQnse to comments by Kara�L, Irwin, Plann�r: � •� , �
� : 1: Platting docum�ntation wil! be provided. -
� 2: Additional dimensions hav� been �ddect to� the site plart indicating building �. � �
- - . ` - setbacks. , , - : , �
�� '� 3. The#andscape calcutations have been further defined. �. .
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L:\CUENT FILES\Tequesta Village CenterlCqmespondence107-27-�9 response ftr.doc
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' _ 675 WeStindiantown RoaA �
- 5uite 201 �
, Jupitcr, Florida 33458 � . - . � • . . . � . � '
,. 561-575�9557 ' _ �- � • . >
' 561-575-5260 FAX � � ,
� " _ '. ' , , .
� , � � - . y � . . . .
� � . � . I . ' � - � . . � �
. ' . . . ' 6
. - , • - ' ,,
� � 4. See r.esponse num�ber 2(Scott La�d) above. ' �
5.� See r�sponse number 3(Scott l.add). above. �
= 6. See response number 4(Scoft Ladd) above. � � �
' ,� 7. The covered walkway� have been included in the buildir�g coverage area. �. ••
� _ 6. The. landscape tabular has defined se,para�e on-site and off-�ite landscaping for ��
� ' Fequirement calcula�ions. � � � � .
, 9. Signage, and li�hting has been addressed. � Architectural� color boards_ and .'
�• , , sampleswill be part of the submittaL � � ' - �
. 1 f�. Newspaper vending machine� standards will be proposed for the �subniittal. � ��
11. T,he B�ilding D use h�s been modified to reflect inclusion of civi�/culfural use.
� � 12. We will argue the valu� of pr:oviding perviaus hard surtaces at the concl�sion ,of. ' :
' `- the drainage research: � �
, 13: Bridge R�ad parking has ,�een adjusfied. This site. plan has more� parking than �
- the conc��tual design of the Village due to fewer driveways on#o Bridge Road.
-� �, � 14. Preliminary utility easement§ are shown on the engineering and site plans for
submittaL , � . . _
- � 15. �ee� response number 3(Scott Ladd) abo`ve. ,, � .
- , �., 16. A note has been . added' ta the master site plan describing .phasing of each.
buiiding. ' ' . � � ' � . , , .
� `.
. a 17. An underground parki�g structu�e has been ruled out by the devsloper �ue to
costs and problemati� maintenance. � - , �
- . _. . � - 18. LandsEape _w�ivers have been included on the�landsc�pe plans. • � , , � �
. � . ,
. � , � � , � ,
Respdnse to comments by;Matthew J: Morriso�, Utilities Direcfior � . .
�' M�ssler 8 Associa#es will, address these commc�ts: , - �
. _ . . � • �
' Response to comments by Chief Stephen J. Allison, �Police. • � �
- .� p � 1. Traffic reports are included in the submittal package. �
-�� 2. Jim' Stergals a�d JMZ assuced everybody that the. elevator and restrooms in .�
� 4� . Buildin� A will need a tenant ke�'to use during desrgna#ed_ hours. • . �
3. A lighting plan is included as part,pf the J17laster Site Plan. � �
�� ,� Response to comments by Acting Chief Charles A. Burnsed; Fire-R�scue .
� 1. Accepted. � � ' ' . � , . - • ,
2. The trellis over the rQadway will be minimum of.13 foot clear.
, - ' 3. The other profession will ad�r these concems. � . � , , � �
_.. . , ,
_ �+ - ,
. - � �V� - . � 4 . . - , r . ..
. . � � , ' � " � � - ' . . . � � . .
.
� . � � . t � � . . � .
, � - Emily O'Ma ney ASLA ` � � � '
" Vic�-President , _ " . � . . .
, � . .
', . ' � � '
� Enclosures ' � .
_ . \ - .
' L:ICLIENT FILES1Tefjuesta Vllage CenterlCorrespondenceW7-�7-99 response Rt.doc �
� � • � . .
, . _ - , .
� _ . 1 .
�
� � �1lessler .� �iss��cis�tes
� C�NSULTING ENGINEEAS
11211 Prosperity Farms Rd. , Suite C-301, Palm Beach Gardens, Florida 33410
Phone (5611 627-2226 Fax (5611 624-1569
July 29, 1999
Village of Tequesta
Department of Community Development
357 Tequesta Drive
Tequesta, FL 33469
Attn: Ms. Kara Irwin
Re: Tequesta Village Center
Dear Ms. Irwin:
Please find the following responses to comments by Matthew J. Morrison, Utilities
Director, included in the Staff Report and Recommendations for Development Review
Committee (DRC) and Site Plan Review (SPR) of July 13, 1999 for the above referenced
project.
Water Distribution
1. E�cisting water main locations have been revised.
2. Proposed water mains have been located in the utility corridors located on the
east & west side of the property.
3. Double valves eliminated.
4. Revised - see sheet #4 of the plans.
5. Revised - see sheet #4 of the plans.
Stormwater Collection
1. Bridge Road improvements (under separate contract) have been incorporated
into the plans.
2. To be addressed at later date in accordance with the discussion held at our
meeting of July 16, 1999.
3. No use of pavers or pervious road materials has been made.
4. Clarification has been made - see sheet #2 of the plans.
5. See water management calculations (separate document) made with this
submittal.
Sincerely,
MESSLER & ASSOCIATES
CONSULTING EN NEERS
�
Timot J. Messler, P.E.
Presi ent
, -: _ . ,
�
, . . - .
,. _ ` • . . g
� � • � � . �
�I� .
' GEORGE G. GENTILE
� ' . 6 A S S 0 C I A T.E S. I N C. � � - . . � .. � . . . . . � � . -
LandSCape Architect5, , ,
Planners and . ' � �
Environmental Consultante . �
. � r=
t-
' . . . �l�.I.AGE OF
� August 3, 199� .. T�QUEST
� �� .' -
' � . � � _ _ . Al1G 0 41999 , ' � .
,�illage of Tequ�ta' . � , _ pEPARTI�NT Q� " '
., Depart�nent of Cbmmun�ty Development � � �����n pEV�QPM�
357 Tequesta Dtive � �
�. Tequesta, Flo�ic#a 33469 '
_ •, .
, . > -
� . Attn: Ms..Kara Irwin '
. , .
" . " `. Re: T�quest� Village Center° . � ' , �
' - ' . ' i .. . . , � . _ ` . . . - . .
. : Uear:M�. In�rin: . � . : : � < . .
� � �: I�, wa� .b�i��Q(�t�,;t� our attention after our submittal .on Friday; July 30, 1999 fo,r the .
, above r�ferer�c�d project tha� there were a'`few .minor di��repancies on the plans. . .
Please note the #o,{lowing r�odifcations �s you and your staff review this project: �. ' __
�' -.The Ind�x/Title Sheet wiJl be revised to read JMZ Teques�a Properties, "
_ � . � Inc: as t�i� Developer . : � , � -
,- -` �heet Sp-2 wi41 c�efine .��e cotor ,of the .pro�os�c� `Hadc� lamp posts as
� , . "G'reen" as specified in t�ie 'Had�o' Sp�ci��ation literature. - � �
We hope ,this iriforri�atio�n �ssists- yau and• your st�ff: Our office will update our
' drawings. to reflect these revisidns and will -be < nc�ic�d on any future, revisions or �, � .
- ' . updates for'this project: ' ' . _ , , •
, • ,
' Since , ' _ ; . ,
, . _ ,
: ' - �, -
: dason Litterick ' � � , " � . , . ' . . ; .
. Designer_ ' . ' - �
, �
. . . , . ,. .
� . , . � � '
� . . �, _ , _ , -
F \W1AW�D\CLIENT FILES\Tequesta Village Center\Correspondence�08-03-99 submittal discrepancies.doc ,
� 675 Wcstlndiantown Road , . ' ' .. . . � - ' . � .. , � � �'
5uite 201 •
� Jupiter, Florida 33458 �
> ,561-575-9557
• 561-575-5260 FAX � _ . � 1
� .
,
�. PMUD
VILLAGE OF TEQUESTA xECE�r: 9
DII'A,RTMENT OF GO1��IUNTIy DEVELOPI�IVT CHECK NO .•
'� Post Office Box 3273 • 357 Tequesta Drive AMOUNT:
`,, Tequesta, Florida 33469-0273 � (561) 575-6220 �'
Fu�: (561) 575-6239
co
SITE PLA.N REV�W APPLICATION & CHECKLIST
PROJECT: Tequesta Village Center (PMUD)
LOCATION: parePl : 1- 60-4 _40 �� 00 000 704
PROPERTY CONTROL NUMBER
ADDRESS: Tequesta Drive & Brid e Rd. (Existinq Tectuesta Plaza)
A DRC REPORT & APPLICANT RESPONSE: :. See �attached response .
B. STATEMENT OF OWNERSHIP: See attached
C, STATEMENT OF IlVTENDED USE: See: attached .s�=atement of use.
D. STATEMENT OF COMPLIANCE WI�H COMP PLAN & CONCURRENCY `
REQ TIRFMH .
E. STATENIENTS OF PRELIIVIINA,RY REV�W BY _OTf�R AGENCIES:- . .
F. GENERAI; LOCATIOI`J MAP: See attached location map/cover shee t( INDE�
G. ENVIRONMENTAL IrvII'ACT ANALYSIS/STUDY: S e e a t t a c h e d
H. TREE SURVEY: See landscape plan.
I. SITE PLAN:
1• ARCHITECT-ENGINEER SURVEYOR PLANNER DEVELOPER: S e e i ndex s h e e t
2. DETAILED DESCRII'TION: �
(a) BO[TNDARIES & TOPOGRAPHY See survey.
(b) EXISTING STREETS See survev/site plan, SP-1
� k.
(c) ADJACENT BUII.DING &!OR STRUCTURES "
(d) ACCE3S (INGRES5 8z EGRESS) ��
(e) TRAFFICIlVIPACTSTATEMENT See attaehed studv.
(fl TOTALPAVING WITHIlVPARI�INGAREAS (SQ. FT. &%) Site� sP-'
(g) �FF STREET PARKING/LOADIN�"`i AREAS s i t e p 1 a n s P-1 .
(h) TABULATION OF PARKIlVG/LOADING SPACES S i t e p 1 a n S P-1 ,
� 10
(i) RECREATION FACII,TTIES & LOCATION
(j) SCREENS & BUFI�E]EtS See site plan/landscape plan SP-1 & L-1
(k) REFUSE COLLECTION AREAS See s i te plan SP-1 .
� (1) AVAILABILTTY OF UTILITIES : POWER WATER
SEWER TELEPHONE CABLE TV
gIl�EgyDRANT$ See attached letters from agenci
(m) PROPOSEDUTII..TTYEASEMENTSORCiRANT5 See survev/engirieeri:
(n) PROPOSED RIGHTS-OF-WAY See survev/site plan SP .
3. GROSS ACREAGE / ACRES & SQ. FT. 4. 3 a c./ 210 , 5 0 6. 2 3 s f.
(a) TOTAL OPEN SPACE (5Q FT'. &%) . 2 3, 2 7 2. 6 6 s f.(1 1$ ) �
, (b) TOTAL LOT COVERAGE (STRUCTURESxSQ. FT. & %) " �
�,9 9�,(1 Gf _ � 28.5$.�. _.
. (c) TOTAL LOT COVER�4GE (IMF'ERVIOUS SURFACE: ALL PAVING, �
�� ; : WALKWAYS, PATIOS, DECKS, ETC.) (SQ. FT. & %) � " : .
� , 1(14 �_f- (4�-6�)
. � � _ � (d) LOT COVERAGE (GItEEN AREAS) (SQ. FT. & %): ; . . . . � .
� 1. WITHIN ALL PAVING AREAS "
2. R;�:MAINDER AT�L AREAS "
3. TOTAL LOT COVERAGE 2 3, 2 7 2. 6 6 s, f. (11 �)
(e) UIVITS PER ACRE �v / a
(fl TOTAL SQ. FT. AREA ALL BUII.DINGS, ALL FLOORS 5 9, 9 5 0 s, f.
J. PROPERTY & LANllSCAPE MAINTENANCE PROVISIONS (AGREEMENTS /
SURVIVABII,TTY BOND5)
K. PRELIlviINARY PLANS AS FOLLOWS:
1. STORMDRAINAGE ��e enc�ineering drawings/ �Niessler & Assoc.
2. SEWERLAYOUT See engineering drawings/ Messler & Assoc.
3. WATER DISTRIBUTION & SYSTEM LAYOUT
(INCLUDINGBACKFLOW PREVENTER LOCATIONS) See engineering
4. UNDERGROUND ELECTRIC LAYOUT
(INCLUDINGTRANSFORMLRLOCATIONS) See engineering drawings
Messler & Assoc.
11
5. TELEPHONE & CABLE UNDERGROUND LAYOUT (INCLUDING ABOVE
GROUND JUNCTION & DISTRIBUTION BOX LOCATIONS) "
L. ARCHITECTURAL ELEVATIONS (ALL ORIENTATIONS) a r i h__� r � e 1 ev .
M. BUII.DING APPEARANCE & LANDSCAPING Architectural land, plan.
N. SIGNS (PROPOSED NUMBER, TYPE, SIZE & LOCATIONS) see sic��age naekage
0. PROPOSED TOPOGRAPHIC CONSIDERATIONS (DREDGING, FILLING, SLOPE,
DRAINAGE PATTERNS, NATUIRAL VEGETATION, ACCESSIBILTTY,
RETAINING WALLS, BERMS, PRNACY WALLS AND/OR FENCES)
SPP �i tP = 1 an SP-1 � Pnqi nPPri nsJ
P. FLOODPLAIN MANAGEMENT CONSIDERATIONS:
1. ZONE DESIGNATION _ F l r��� � nn P c
2. BASE FLOOD ELEVATION n/ a
3. PROPOSED FINISH FLOOR ELEVATION �. 0. 5'
4. . COASTAL HIGH HAZARD DE5IGN CONSIDERATIONS: •
none
Q. DEVELOPMENT STAGES (PHASES) see : si�e p�an -� SP-1..
AP ANT' IGNATCTRE
2 �" /
DATE
23 COPY SETS REQUIRED AS FOLLOWS:
� 2 5ets- Fuil Size, Engineered Signed and Sealed(Used for permitting)
8 Sets-Full Size
13 Sets-Reduced to 11 a 17 ONLY if tegible
' BLDG. A SITE PLAN, PHASE�1
E •
; `VILLAGE OF TEQUESTA x�cE�T: 12
DFPARTMFNT OF GO1��A�IUNfI'y DEVIIppN�Jp CHECK NO.:
'� Post Office Box 3273 • 357 Tequesta Drive AMOUNT:
`,, , T'equesta, Florida 33469-0273 � (561) 575-6220
Fax: (561) 575-6239
co
SiTE PLAN REV�W APPLICATION & CHECKLIST �
PROJECT . _Tequesta villaqe center�buildinct "A"
LOCATION Parcel no. 3 60-43-40-30-00-000-7045
PROPERTY CONTROL NUMBER
ADDRESS: Tequesta Drive & Main Street
� A. DRC R�PORT & APPLICANT RESPONSE :. See PMUD. :
B. STATEMEIVT OF OVVNERSHiP: � See PMUD _' �
C. STATEMENT OF INTENDED USE: See •. attached ��tatement of use .
D. STATEMENT OF COMPLIANCE VV�i COM�' PlAN &.COl�lCL1RR�TCY � . • .
REQUIRE�MEIV'TS: See PMUD .
� E. STATEN�NfS OF PRELIIVIIIIARY REVIEW BY :OTI�R AGENCIES:= See PMUD
� F. GENERAI, LOCATION MAP " SEE PMUD " -
G. ENVIRONMENTAL IlVipACT ANALYSIS/STIJDY See PMUD
H. Z'REE SURVEY: _ SPP 7 a nd G a� 1 a n
I. SIT'E PLAN:
1• ARCHITECT-ENGINEER SURVEYOR PLANNER-DEVELOPER: s ee i ncl ex shee t,
2. DETAILED DESCRIPTION:
(a) BOUNDARIES & TOPOGRAPHY __ See survey.
(b) EXISTING STREETS See survev / site plan, Sp-2
(c) ADJACEIVT BUII,DING &!OR STRUCTURES "
(d) ACCESS (Il�TGRESS & EGRESS) ��
. (e) TRAFFIC IMPACT STATEMENT see attached study.
( fl TOTAL PAVIl�TG WITHIN PARKING AREAS (SQ. FT. &%) S i t e p 1 a n, s P-�
(g) OFF STREET PARKING/L4AD1N(i AREAS S i te lan , SP- 2.
(h) TABULATION OF PARKING/LOADING SPACES S i t e n 1 a n, S P- 2
13
(i) RECREATION FACILITIES & LOCATION See PMUD .
' (j) SCREENS & BUFFERS See PMUD .
(k) REFUSE COLLECTION AREAS See PMUD & site plan sP-1 .
� (1) AVAILABILITY OF UTII.ITIES : POWER WATER
SEWER TELEPHONE CABLE TV
FIRE HYDRANTS See application.
(m) PROPOSED UTII..ITYEASEMENTS OR GRANTS See site plan/surve�
(n) PROPOSED RIGHTS-OF-WAY See survev.
3. GROSS ACREAGE / ACRES & SQ. FT. See PMUD .
(a) TOTAL OPEN SPACE (SQ. FT. & %) . "
(b) TOTAL LOT COVERAGE (STRUCTURESxSQ. FT. & %) ��
{c) TOTAL LOT COVERAGE (Il�iPERVIOUS SURFACE: ALL PAVING,
WALKWAYS, PATIOS, DECKS ETC.) (SQ. FT. & %) " .. ; � .
(d) LOT COVERAGE (GREEN AREAS) (SQ. FT. & %): �
1. WITHIN ALL PAVING AREAS see PMUD .
2. REMAINDER ALL AREAS see PMUD _
3. TOTALLOTCOVERAGE See PMUD
(e) UIVITS PER ACRE N/ A
( fl TOTAL SQ. FT. AREA ALL BUII.DINGS, ALL FLOORS 2 5, 2 41 s. f.
J. PROPERTY & LANDSCAPE MAIlVTENANCE PROVISIONS (AGREEMENTS /
SURVIVABII,ITY BONDS)
K. PRELIlVIINARY PLANS AS FOLLOWS:
1. STORM DRAINAGE See enainerincx drawings . •
2. SEWER LAYOUT See enginering drawincts .
3. WATER DISTRIBUTION & SYSTEM LAYOUT
(INCLUDINGBACKFLOWPREVENTERLOCATIONS) See enqinering drawin�
4. UNDERGROUND ELECTRIC LAYOUT
(INCLUDINGTRANSFORMERLOCATIONS) See enginering drawings
14
5. TELEPHONE & CABLE UNDERGROUND LAYOUT (INCLUDING ABOVE
GROUND JUNCTION & DISTRIBUTION BOX LOCATIONS) see engine�x�i�g �
L. ARCHITECTURAL ELEVATIONS (ALL ORIENTATIONS) See Architectural .
M. BUII,DINGAPPEARANCE&LANDSCAPING See arehitecture/lancl��a=e plan.
N. SIGNS (PROPOSED NUMBER, TYPE, S1ZE & LOCATIONS) See s iqnacre plan.
0. PROPOSED TOPOGRAPHIC CONSIDERATIONS (DREDGING, FILLING, SLOPE,
DRAINAGEPATTERNS, NATUIRAL VEGETATION, ACCESSIBII,ITY,
RETAIl�TII�TG WALLS, BERMS, PRIVACY WALLS AND/OR FENCES)
See site plan/landscape plan/ enqineerina.
P. FLOODPLAIN MANAGEMENT CONSIDERATIONS:
1. ZONE DESIGNATION �
2. BASE FLOOD ELEVATION . N/�
3. PROP05ED FINISH FLOOR ELEVATION �. 2 0- 5' �
4. . COASTAL HIGH HAZARD DESIGN CONSIDERATIONS: 1v/A •
Q. DEVELOPMENT STAGES (PHASES) : See site plai� { SP-1 ).
AP ANT' IGNATURE
2 ��
DATE
23 COPY SETS REQUIRED AS FOLLOWS:
� 2 Sets- Full Size, Engineered Signed �nd Sealed(Used for permitting)
8 Sets-Full Size
13 Sets-Reduced to 11 a 17 ONLY if legible
15
Tequesta Village Center
PMUD
Statement of Use
The proposed project is located on the south side of Tequesta Drive approximately 600
+/- feet west of US Highway One. It is bounded on the south by Bridge Road, the East
by Nations Bank, on the north by Tequesta Drive and on the west by Tequesta Business
Associates office building. The site was the location of the former Tequesta Plaza, which
included Publix, Goodners Variety Store and various other retail shops.
The development plan includes a mixed use Town Center concept, which includes retail,
uses, office space, restaurants, civic/cultural uses and Governmental uses. The plan
was developed based on the Village Council approved plat of this parcel, dividing the
original property into four parcels. A new public roadway referred to as Main Street
divides the four parcels.
The development theme is a quaint downtown center where residents and visitors alike
can stroll through the shops, enjoy a pleasant meal, obtain professional or medical
services, attend public meetings or enjoy a cultural or entertainment event. The concept
favors a pedestrian atmosphere only inviting the automobile on the periphery of this
urban environment. The street fabric includes lush street landscaping, covered walkways
along the main street shops and brick paver accents to define pedestrian movement and
slow vehicular traffic entering the Village Center Space.
The architectural style established for this project is a contemporary Mediterranean motif
that blends well with existing architecture in the area. The street edge is enhanced by
the architecture and details on the buildings bring 'a fresh new exciting look to this
abandoned Town space. The building colors will be controlled by development
regulations and will be pastel tones with a tile roof material capturing the Mediterranean
style accent of terracotta complementing the base building colors.
The PMUD includes four phases with the first phase development to be the north east
corner of the site. The overall project at build out will include the following:
Building A(Phase I) 25,241 SF
Building B(Phase II) 43,104 SF
Building C(Phase III) 17,000 SF
Building D(Phase IV) 31,608 SF
Phases proposed could be built in sequence or concurrently as the market demands.
There will be a total of 331 spaces available to the Village Center which includes on
street parking, on site parking and off site shared parking. This concept of on street
parking and off site shared parking encourages pedestrian use of the area surrounding
the site, which in turn will provide economic benefit and more use of the surrounding
commercial uses. A shared parking agreement has been established between the
Developer of the Village Center and Nations Bank.
The project as proposed follows the Traditional Neighborhood Design concepts and will
revitalize this depressed Village Center core. We hope the public will soon enjoy this
new urban space created for public use and enjoyment.
16
Tequesta Village Center
Building "A" Site Pian
Statement of Use
The overall project. Tequesta Village Center is located on the south side of Tequesta
Drive approximately 600 +/- feet west of US Highway One. It is bounded on the south by
Bridge Road, the East by Nations Bank, on the north by Tequesta Drive and on the west
by Tequesta Business Associates o�ce building. The specific site within the master
PUD is located in the north east corner adjacent to Tequesta Drive and the west
driveway of Nations Bank.
The site area is 4.83 acres and is within the "Mixed Use" zoning category and M-U Land
Use category of the Village of Tequesta. The proposed site development meets the
requirements and land development regulations of the Village of Tequesta's Zoning code
and Comprehensive Land Use Plan. The development plan also meets the intent of the
Village Center Plan established for this area several years ago when the mixed-use
district was established.
The proposed structure will be three (3) stories in height and include 1,600 SF of
Office/residential use on the top floor, 3,197 SF of shopping center restaurant and 9,581
SF of office use on the second floor, and 8,202 SF of shopping center retail and 2,661
SF of shopping center restaurant use on the first floor. The total building area is 25,241
SF. Parking provided for this first phase building will include a total of forty five (45)
spaces on site or within the Main Street right of way and the remaining will be shared
parking to meet the required 103 spaces required. As soon as this site is built and the
old existing building can be removed additional street parking will be built to support this
first phase project.
The architecture and landscape will meet the requirements and submitted program for
the overall Tequesta Village Center PMUD. The project will provide the first section of
covered walk space along the street frontage of Main Street with a potential for outdoor
dining outside the proposed restaurant.
. � �
•
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18
Tequesta Village Center
PMUD
Environmental Statement
The proposed project is located on the south side of Tequesta Drive approximately 600
+/- feet west of US Highway One. It is bounded on the south by Bridge Road, the East
by Nations Bank, on the north by Tequesta Drive and on the west by Tequesta Business
Associates office building. The site was the location of the former Tequesta Plaza, which
included Publix, Goodners Variety Store and various other retail shops.
The development plan includes a mixed use Town Center concept, which includes retail,
uses, office space, restaurants, civic/cultural uses and Governmental uses. The plan
was developed based on the Village Council approved plat of this parcel, dividing the
original property into four parcels. A new public roadway referred to as Main Street
divides the four parcels.
The previous development on this property included a commercial shopping center,
which was built in the 1960's. The site elements of that project exist today and will be
modified to meet today's utility requirements, environmental regulations and construction
industry standards.
The proposed development will include all utilities for this type of urban environment.
These wil! include domestic water, sewer, electric, telephone, cable television and a
stormwater management collection system monitored by both the project and the Village
of Tequesta's stormwater utility department. It would be fair to say that the proposed
utility program will greatly minimize the site's impacts fo the environment. The current
development does not meet current standards of stormwater quality leaving the site,
visual pollution to the surrounding area and urban forestry standards as stipulated in the
Village's landscape code. It should also be noted that all utilities will be placed
underground which will also enhance the visual quality of this site and the surrounding
land uses.
The overall project will benefit the Village by providing an oasis within the commercial
core. Residents and Visitors to the site will enjoy a safe, pedestrian environment that
provides diversity, personal services and cultural experiences. The project will provide
tax revenues that will pay for its municipal services as well as affording the village to
enhance their existing services to its citizens.
. ..�.�....... "'� _�'_' "". ....� .... ........ .. w u a..wa.a.a:u.. yJvv�.
_ ORB 1 i�9f� p9 557
: EXHISIT "A" l
` PAGE 3 OF 5
EXHIBIT A-2
� � �.�c�� orscR���� � � � � �
:; . .
- . GU i�(.)C?"1' It(CI i'C-Ui�-WAY C'(jNNI:C'�'tNG � .
� E3[Zti)V� �t4AD T4 TCQUI':STA U[tlVG - _ . .
; , _ .
A• PARC'Gi. OI� LANU LYING !N SECTlQN 3q. TOWt+JSi�([P �(� SOUTf 1. RI'tNGC a��ASC. P11Lh1: �
' BCACF( COUM'Y': F BE3ING MOt2E PNtTlC(1[./IRi.Y DESCRtRC�O AS i'U[.L04YS: .• , .:
-, C,�OMtMtNfING A'1 ':(�tG POthff Of--tNCERSCCTtON OFTHGCEN'ttF�L.[NE OF ST/�� R07:� NO.
" � '�tUSHtt3HWAY'NO. [).LYC['EITEiCSO(TCHL[NEOl�SECi(ON•:►p.x�OWNSEI[i�� . � . ', . -
- RANGF a��J.IS'1':'('[ tBNC'E l�lOR'CE[ tfi°S�'SS" EAST' (Bt1SIS OF REAI�lN .�`iS). AI.�1� .f'i.x'CI1� SAI[) �
' iCf�7ZRLINE, A DtST'�INC'G OF G9S,551-'CETTO A POtN'�' OMa t8 LAS'[ERLY �X7�N$lON X?C. .
• T(iE iVOttT'ti RIGi1 iT�Qf -�YAY [:[NC QF E3RIOGE ttOAU (F'ER OECU $OOK i 1.ld+: i'll�E'",��S��F •: '
�' TlfC PUt3UC ttECORQ$ Q� PAI,M B�ACN ttOUN'('Y. F�ARI�A);'t'lt�NCE SOVIl�"�►°�G'fi5`':� " , •.. �
f r �Y.LST. A[.ONG SI�tU EAS7F.[tI.Y EXTENS[Q�( AND SAtO NORTH R[G�ECt-0F•t4'Ay �L.[N�: �':: . �
} DtSTANCE OF ��G�.17 F'�CTTO'E'itE t'0[NTOF BEG.INN[t�lG; THENCE NQR'CFI 4S°1iX15� �y�ST. A•, '
:� • DISTANCE OF 3S:�G FF�T': TE�ENCF NOR'C'N pU°13Y1S WEST, A DtSi ANCE OF 7a.St+,i �GT'!'O " ,
:; � TItE BE<iENNII�IG tN� A CURVE. BEINO CONCAVGTO T1iE EAS'C ANQ. HAV[h1r', II,R�RtUS OF
7c1,cx! �E�T;•'['tiEt�iC� NORTNERLY AI.ONCi TNG /lRC OC' SAfD CURYE T! iROUC3[ 1 A C GiJTRAI. . -
- r1NGLE OF lii°�li'ilt": FOR AN ARC LENGTH OC tA.i�4 [�ET; TyENCE NORTl�1 !!� CAST, A
D[STANCGOC 171.i9.FCGT'COT!{Bt3EG(NNtNG.OFA�CURVE..QEINGCON�AVE�'O'fll�
�i/CST AND N�Vi�lG A�RAU[US OC :I;tl.pq TCGT: TH�IJCB NORTf tGItE.Y A[ANCi Ttl[:11RC, Or .
SAtt? CU.RVG Tt{ROUGf4 A CCM'RAL ANGL.E Of I8°SG`I�t". ['OR AN ARC LCNCj'1'E! . Q(' dZ•�17
' t'G�i':'['f{ENCE�lORTIiAq : . , , .
��{°.�7'17" CAST. A DIS'fANCG OC' i5:3G rEET FO'A �OINTON T1�1: SOU'1"I� RCGI�iT'-0F;WA1'.� �
' i.t�tG Ot� TGQUi:STA DREV,B {PGt Oi•TICIAL. RECOttO� ROOICt.G2S. PAGC 3(�2 Oi"E'HE PUI3LlC •. .
_ nCCQRUS OC' PA[.M [3CACH COUNTY. r'LORlDAj ���ec soc"rrit K���.sr:�c�« WCST�IL,O�1G . -
� SAID SOUTt! R[G(�C,i'-UC-WAY L.II�IE. A O[STANCE UC S2.4G �L•Gt"Ii0'I'HL D�GIN�tNG �F'A� •
;; CUR�'E. OElNG CONCAVE Tb'I'1iESOUTH AND.HAYtNG A RADiIlS OC 1ciS,W f•'E�E[: TIIE.NC� �
' W�STERLY ALON�'7'NC ARC OC SAiD CUttY� THR�tJGH A CGM'RA� ANC�I.E O� t t°S:c'�id".`. '
�= FOR AN ARC LENGTH OC G3.�IG FEEi ; THENCE DL'PARTING_ SA(D SOUCi�Rt(3HTAf�-�VAY' �
LINE SOUTt� S 1° iA'!g" EAST. A D[&7'ANCE OF 38.83 FFC1: TNENC�Z SQU�'N ltc!° 13YIS" CAST, A .
> UiSTANC'E OF G8.97 FEETTO Tt{F. BEQ[NbtTNG OF A CURVE, �E1NG CON�AVE TQ Tl�E t1/E5T '
ANO ltAVING A RAD[US OF 7p,aQ ['CCT; TifENCE SOUTKERLY ALON<3'I11E ARC OP &AIO � �
CUIt,VETHROUE'iFt A CENT`i�Al. ANGi.EUF 18°SG[R". �OR AN ARC I:ENG('[t OF 2j.li FEEI':; •� �
TtlENL:ESOU7l� l�tgt3'ii" WEST. AD[STANCEaF [�'3.19 E�E:TTO'CfiEBEGtNNINGOP�A• �'•. •
; 'CURY�. BEIN�; CONCAVETOTHE�EASTMt� HAYING A EUDIUS�OC [3U.aA fEET:1'i{EtJCE., . ,
� . SOU'I'1{ERLY IIW.NG'i'��C ARC'OS SAt� CURVE TIiROUGI I A CEKCKN. At�IGL.E UC 7!3'S(`�4R«: •
� c�o�t art �c E.cNC� i oF �i.v� �r: rE �:rtc� sounc aa� i;�us� �asr. n n�srnt�c� or ��.s.���
fEB'i':'('I�ENCB SOJ,Ji"E{;��°�IG'SS" WEST. A•DISTANCE OC 3S.�G-FELTTO��A PO[N'i"ON'I�iE �
NORTH RIGHT-0E-WAY OF 5AID BR[DG� ROAD: TI�ENCE NORTI,I.R9°�G'SS" EAST 'AI�ONG . .
SAID NORTH R(GEfI'-0E-�YAY i.tNE, A D[$'IANCCOC 11t1.(lq FEETI�U T[�IE POINTOC ; '
- `•_.,•� .:�E�..._.u'�.�•...,. r:,._�..- . .. . , � .�. . � • : . . ' . ��:
w- — . .. . _ ...
;:�
s
EXHIBIT °B�' 20
LL:G�IL DLSCRIP"I'[OI�I �
1'AEtCCL NO. t .
LYING IN SECT(QN 3U,
TUWNS[-{IP 40 SOUTIi, RANGE 43 CAST
A PARCC.L OF LAND !.Y(NG !N SCC'i'tON 30, TUWNSt�t[P 40 SOUTii, RANGE 43
E:AST, �'ALh4 t3EACN COUNT'Y, E�LORI[)A, f3E1NG MORC PART[CUi.ARLY
DESCRIE3Ei� AS FOLLOWS:
CU��(h1CNCING AT "1'I{E PUINT ()H INZ'EItSL:GT(UN Qr TE�IE CENTERLINE UE�
STATE ROAD NO. 5(US HIGHWAY NO. 1) W1TH TEiC SOUfH LINfi OF
SEC'ftON 30, TOWiJS�iiP 40 SOU'I'H, RANGE 43 EAST; THENCE NOIZTN
03°54'S5" EAST (BASIS OF BEAR[NGS), ALONG Tf-IE SAID CENTERLINE, A
UIS'1'ANCC OF G95,55 I'EE'f T'O A PO[NT ON THE EASTERLY fiXT'ENSION OP
. THF NORTH RIGHT-OF-WAY LINE OF E3R[DGE ROAD (PER DEED BOOK l 1GG,
PAGE 552 OF l'HE PU[3LIG RFCOKDS OF PALM BLiACH COUNTY. FLOR[DA);
Z'HENC'E SOUTH 89°46'S5" WEST, ALONG SAID EASTERLY EXTENSIOI�t AND
SA[U NORTE� [ZIGHT-OP-V�'AY LWE, A DISTANCE OF 673.37 FEET TQ THE
- POINT OE BEGINNING; TEtENCE CONT[NUE SOUTH 8y°46'S5" WEST, ALONG
SAID NORTH R[GHT-OF-WAY LiNE. A D[S'tANCE OF 203,21 E��BT; "I'HENCE
NORTH 00°13'OS" WEST, A UISTANC� OF 224.5? FkET; THENCE NORTH
89°46'S5" EAST, A DISTANC.F O� 263.52 FEET; THENCE SOUTE{ 18°43'l3" WEST,
A DISTANCE OF 87.10 FEE'T' TO THE BEG[NNING OF A CURVG. BC[NG
CONCAV6'CO THE EAST AND HAVING A RADIUS OF 130 FEET; TH�NC�
SOUTHERLY ALONG T'HE ARC OF SAiD CURYE THROUGH A CENTRAL
ANGLE OF l8°Sb'18", COR AN ARC LENGTH OF 42.97 FEET; fHENCE SOUTH
• 0° 13'OS" EAST, A DISTANCE OE 74.99 FEET; THENCE SOUTH 44°4G'S5" WEST, A
DISTANCE OF 35.36 FEET' TO THE POtNT OF BEGINNING.
SAID PARCEL CONTA[NS I.211G ACRES MORE OR LESS, . �
,�
- ; ��.,_
.u�.vs�y
(:t.��I�lki�(;I•I.�f�-1 � t)111Lit��NC:I�. (:c►nsulcin�; t?iibincc�c. liir. .
....�....... ...� vv...v sau. ..va .:v vvvv v ua u+nv�ua�aiuu �VVY
; � 0� 1 1090_� ��P��g 5
.= EXHIBIT "A" T 1HY Fi. WILIi�V� tt1„ER!( P$ COIA�lTY� FL
PAGE S OF 5 � 21
_ LEGAL DESCR[PTlON
PARCCL NO. 2
. LYING IN SECTION 30, .
TOWNSHiP 44 SOUTH, RANGE 43 EAST
A PARCEL QF [.AND LYING 1N SECT[ON 30, TOWNSHEP 40 SOUTH, RANGE 43
� EAS'[', PALM BEACH COUNTY. FLQRIDA, BEING MORB PARTICULARLlt'
DESCRIBED AS FOLC,OWS:
_ GUMMENCING AT THE POIN.T OE INTERSECT[ON OF THE CENTERLINE OC
_ STATE ROAD NO. S(US HIGHWAY NO. i) Wl'fH THE SOUTH LINE QF
SECf[ON 30� TOWNSHIP 40 SUUTH, RANGE 43 EAS't; Tt�NCE NORTH
03°54'S5" EAST (BASIS OF BEARINGS)� ALONG THE SA1D CENTERLINE, A
� D[5TANCE OF 695.55 FEET TO A POINT �N THE EASTERLY EXTBNSION OF
� THE NORTH R1GHT-OF-WAY: L[NE OF BRIDGE ROAD (PLR DEED BOOK 1166,
PAGE S52 OF THE PUBL[C RECORDS OF PALM BEACH COUNTY, FLORtDA);
THENCE SOUT'H 89°46'SS" WESr, AGONG SAID EASTERLY EXTENSION AND
SAID NORTE# �RIGHT-�JF-WAY LiNE, A DISTANCE OF 876.58 FEET; THENCE
NORTEi 00°13`OS" WEST, A DiSTANCE OF 224.57 FEET TO THE POINT OF
-�- BEG[NNLNG; THENCE CONTINUE NO[tTH 00°!3'OS" WEST, A DiSTANCC OF .
9b.49 FEET TO A P�iNT OIV THE SOUTHERLY RIGRT-OF-WAY LINF OF
TEQUES'CA DRIVE (PER OFFiCIAL RECORD BOOK 6625, PAGE 302 OF THE
PUBL�C� RECORUS 4F PALM BEACH COUNTY, FL4RIDA); TI-�NCE ALONG �
SAID SOUTHERLY RIGHT-OF.-WAY LINE FOR THE NfiXT'1'WO (2) COURSES,
_ � NORTH 67°59'40" EAST, A DISTANCE OF 231.34 FEET; TO THE BEGINNING OF
A CURVE. BEING CONCAVE TQ TI� SOUTH AND HAVING A RADIUS OF 3a5
� FBET; THENCE NORTHEASTERLY ALONCi Tf� ARC OF SAID CUEZVE
THROUGH A CENTRAL ANGL� UF 9 FOlt AN ARC LENGTH OF 52.59
FEET; TEI�NCE DEPARTING SAID RIGHT-OF-WAY SOUTEI S I° l0' 19" EAST
ALUNG A NON-itAUTAL LINE, A DTSTANCE OF 38.83 FEET; THENCE SOUTH
00° 13'OS" EAST, A DISTANCE OF 68.97 FEET 'TO THE BEGINNING OF A CURVE,
� BEING CONCAVE TQ TE� WEST AND HAVITiG A RADlUS OF 70.�0 FEET;
t THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAI, ANGLE OF 18°56'18", FOR AN A,RC LENGTH OF 23.14 �EET;
THENCE SOUTH 18°43'13" WEST, A DISTANCE OF 86.09 FEET; THENCE NORTH
_ 89°46'S5" EAST, A DISTANCE OF 263.52 FEET TO T'HE POINT OF BEGlNNING.
SA[D PARCEl. CONTAINS 1.0022 ACRES MORE OR LESS, SUBJECT TO
_.. EXISTING EASEMENTS OF RECORD.
98-OGI(98W i •P2.I.F.GAL)
- � C:UNNWGHAA4 & DUItRANCE C�nsulrit�g Enginccrs, [nc. �
. _"__ "'_' _'_ . _' ."" _ '_ _ "'_'�'»�__ L ..�..
• OiiB 1 i�9i0 Pg 558
EXHI$2T "A" 2�
• PAGE 4 OF 5
i �
- LEGAL DESCRlPTtON
t'ARC�L NO. 3
LYiNG tN SECT[ON 30, ,
TOWNSH[P 40 SOUTH, RANGE 43 EAS'i'
A PARCEL OE LAND LYING tN SEC1'{ON 30� TOWNSHIA �0 SOUTH, RANGE 4a
EAST. PALM BEACH COUNTY, FLOEtlDA, BEING MORE PART[CULARLY
DESCRtBED AS FO[.LOWS:
� COMMENCIIVG AT THE POINT OP INTERSECTION OF THE CENTERL[NE OF
STATE RDAD N�. 5(US HIGHWAY NO. t) WITH THE SOUTH LINE OF
SEGTION 30, T�WNSH[P 40 SOUTH. RANGE 43 EAST; THENCE NOEtTH
03°Sq'SS" EAST (BAS[S OC BEARtNGSj, ALONG THE 5AiD CENTCRLINE, A
Dl51A1�[GE'OF G95.55 FEET TO A POINT �N THE EASTERLY CXTENSION OF
- THE NORTH RIGNT-OE-WAY LING OF BRIDGE ROAD (PER DEED BOOK 1[6G,
PAGE 5S2 OF THE PUBL,IC REGORDS OF PALM BEACH C4UNTY, FLORIDA);
THENCE SOUI'H 89°46'S5" WEST, ALONG SA[D EASTERLY EXTENSION AND
i SAID NORTH RIGHT-OF-WAY t,fNE, A D[STANCE OF 3b0. l6 FEET TO THE
POINZ' OF $EGINNING; THENCE CONT[NUE SOUTH 89°4fi'SS" WEST. ALONG
SAID NORTH RIGHT-OP-WAY LlNE, A D[STANCE O� 203.21 FGET; THENCE
NORTH 45°13'US" WEST. A DISTANCE OF 35.36 FEET; THENCE rTORTH
- 40°13'OS" WES't", A DISTANCE.OF 74.99 FEET TO THE BEGtNNING OF A
� CURVE, BEING CONCAYB TO THE EAS't AND NAVfNG A RADIUS �F 70 FEET;
THENCE NORTHERLY ALONG THE ARC OP SAID CURVE THRO[JGH A
. CENTRAI. ANGLE 4F 18°S6'!8"� FOR AN A.RC LENGTH OF 23.14 EEET;
- THENCE NORTH I8°43'i3" EAS'f, A DISTANCE OF 173.19 FEET TO THE
�` BEGINNING OF A CURVE, BEING CONCAVE TO THE WEST AND HAViNG A
RAD[US OF l30 FEET; THENCE NORTHERLY ALONG THE ARC OC SAID
_ CURVE THROUGH A CENTRAL ANGLE OF l8°56'18"� FOR AN ARC LENGTH
OF 42.97 FEET; THENCE N4RTH 00°13'OS"WEST, A DiSTANCE OF 74.99 FEET;
-�• THENCE N4RTH d4°47't 7" EAST. A DISTAI�lCE OF 35.36 FEET TO A POINT ON
THE SOUTHFItI.Y R1GHT-OF-�VAY LWE OF TEQUESTA DRIVE (PER OFFiC[AL
RECORDS BOOK 6625, PAGE 302 OF "THE PUBL[C RECORDS OF PALM BEACH
- COUNTY, FLORIDA); THENCE 1YORTH 89°47'40" EAST ALONG SAID
SOUTHERL.Y RIGHT-OF WAY L[NE, ADISTANCE OF l46.98 FEET; THENCE
� SOUTH o0°13�05" EAST, A D[STANCE 4F 279.06 FEET; TE-IENCE SOUTH
03°54'S5" WEST, A D[STANCE:OF IS0.00 FEET TO THE PO[NT OF BEGINI�iING.
1 .
SA[D PARCEL C�NTAINS 1.9822 ACRES MORE OR LESS, SUBJECT TO
EXlSTING EASEMENTS OF REC�KD.
9l�iNrl(98t1G1-P3.1.[(i:1L) �
CUNN[NGHAM & DURRANCE Consulting Cnginecrs, tnc.
PMUD & BUILDING A SITE PLAN
� : VILLAGE OF TEQUESTA � a3
•_; j DEPARTMENT OF COMMUMTY DEVELOPI�NT
:. •� � Post Office Box 3273 • 357 Tequesta Drive
s � Tequesta, Florida 33469-0273 �(40�575-6220
' � , �N � • Fax: (40� 575-6239
APPLICATION FOR LANDSCAPE WAIVER
NAME OF APPLICANT: JMZ Tequesta Properti Inc.
MAILING ADDRESS: 196 Tequesta Drive, Tequesta, Fl. 33469-0273
.PHONE NUMBER: (HOME) (BOSINESS> 561- 748-8883
LOT/PARCEL ADDRESS: Parcels 1-3.
LOT: BLOCK: SUBDIVISION:
eROPFRTY CONTROL NUMBER: 60-43-40-30-00-000-7045
NATURE OF WAIVER: <DESCRIBE GENERALLY THF NATURE OF THE WAIVER
DESIRED) See sheet L (Landscape �r - planl for d ac^�rin - inn�
JUSTIFICATION OF WAIVER: (SUPPORTING DATA, WHY APPLICANT FEELS
. WAIVER SHOULD BS GRANTIs`D) `
►
NOTE: APPLICANT HAY BF� REQUIRED TO INCLODfi THB FOLLOWING YTEMS
WITH THIS APPLICATION:
1. APPLICATION FEE OF ON�S HUNDRED TWENTY-FIVE ( 6125) DOLLARS.
2. CURRENT SORVEY OF PAOPERTY SHOWING ALL STROCTURES, SETHACKS.
• PARKING AR1'sAS AND LANDSCAPT AREAS.
3. DRAWINGS TO SCALE OF PROPOSED IMPROVEM£NTS. IF ANY.
4. WRITTEN APPROVAL FROM PROPERTY OWNFR.
5. ANY OTHER DOCUMENTATION�PERTINENT TO THIS APPLICATION.
6. TWENTY-TW0 �22) COP OF ALL S S.
APPLICANT SIGNATURE: � Z �TJ�
DATT>
Recycled Paper
� ORD[tiTANCE ti'O. 377
CO�iPLIANCE CHECK I,tST
� 24
]. . PERIh1ETER LANDSCAPING:
[) t0' inside property line where vehicular use areas abut public or private streets
� � 2 10 ' South, n/ a East, n/ a West)
�. [] 5' inside properry line where vehicular use. areas abut adjacent land uses
� n/ a North, n/ a South, o' East, 5' West)
f•�• Perineter Landscaping Required
. � . ......... .....
�>>>> 3 » ♦ �»» �ti» �
•.r
Wall/fence � PaYking Area �+
(open land use)
• �.r
Residential 5' Car�ercial
USB 8uildin9
r•r
. ,
''' Property
..�
':, Line
; f
.
� >> ._
' � f � � 1 p • J+�?}��fri�f?tS
• • • • VL�LL ti�ti�1 •1M�ti�ti�ti�����1�ti��R� �
Publia/Privare Righr-of-Vay
[] 5' off -street parking to off-street parking
n/ a North, n/ a South, 5' East, O' West)
'~ tiit�•.�ti• 5 ti•ti.t•t:1.ti.Mr 4 1•�.L.t•t.ti.ti• •ti� 1���ti �ti�S�S�t• SK�ti�ti�t• •••
1 ti♦ti'.
•�.
. �ti� 'ti
� �
.ti. •S•
"'' Co�nnrercial
CoMMercfal 5 . 5 . 8uilding �
8uildi�9 . , .
.
...
� .�.
' �. .
� .ti.
. . • •'
' y' . •ti•ti ti•ti•ti%'�•'�� ti•tiK•ti•�•1• '' •\•ti• ti•ti•ti•ti •1•ti•ti•ti ti•ti•ti�•'ti•ti Y�
� � rY.r + ,r ` ,r _ lp r�r�r-r�r•t•r � .r � -r � s,r ` ,r �
�1�VY�, �� �.�.� .�. .4'V��Y � � • .�. .vr`�����r` ���,.
• • J"�rf��t�'�.�l�l�l
Property Lines Public/Pzi�ate Righr—of—Vay�
r�f�r perineter Landscaping Requir.ed
25
[ X J 1 canopytree per 30 linear feet of landscaped area (12' high / 5' ciear trunk)
OR
[ x) 3 palm tree ciuster per 30 linear feet of landscaped area (12' gray wood)
.� [ X] Only fifty (50%) percent of all trees provided in landscape plan shall be palms
[ x� 2' min. in height at planting hedge to grow to min. 4' / maz. 6'
[ X ] Balance of planter strip provided with grass or other ground cover material
Cross-seccion oF PeriMerer Landscape Rea�irer�enrs_
' �-3 O' Max --�
:::. ::: ::`
• . . . f 12 ' �ai n
iii � i.i iii
. �
� 5 � Pili1
hed9e Z'at
planting ,
Commercial properties abutting and/or immediately adjacent to residential:
[na] Hedge not more than 6' from residential property line
[na] Planted min. 2' on cenfer and maintained at min. 6' % max. 10'
[na] 5' min.1� 6' max. solid opaque fence and/or wall
Buffer Reouired at Con�ercial/Residential Abuttr�ent
.
: S opaque �_
rall/fence h�dQ.
�
�
Iseaidentfa � Cawytnoial
1
• �5 ' rsi n .
' ■planting area
■
■
Proaerty
Line
- 2 -
2. 1NTERIOR G�►NDSCAPING COjti'IMERCIAL PARKING AREAS: 26
[ X] 6' X 20' landscaped islands at each end of parking row
� groundco�er/soa/shrubs 6' �+i�
�`. ' 1 �---�
r ., r one interior island per 10 pai king sRacl s •r.�
.�� . �
� ��� IM11 �1
�� 1 2 3 d 5 6 7 8 9 10
�
canopy tree-r�in 1 per island
[ x) 6' X 20' landscaped island every ten (10) parking spaces or fraction ihereof
[ X] 1 tree planted in each island
[ Xj 5' divider median between abutting rows of parking spaces and
rows of parking spaces and driveways
[ XJ 1 canopy tree or 3 palm trees per �0 linear feet between abutting parking
ro�i�s and ro�vs of parking spaces and driveways .
[ XJ balance of island landscaped with grass, ground cover, shrubs,
or a combination of same
i I I •+.
"'� pazking spaces �'
.
.'.'
.�
..
. .
{,�.{ . . :{.
:ti+� 1�, . . , . � . �
.
�"i�+.r.�. . ` i ` � � 1r��r� r ti�ti S•1r •ti ` � ♦.ti.ti. . �.�. .�.1•t•J•: . . '
�f• r ... 5 �+in .- ,.._... .. 45
� 40 �+aY � nin
��{� .ti.�. .
•
:: ii
.�
�.�.
3. L�INDSC4PING SURROt1NDING PRINCIPAL STRUCTURES:
[�J Parl�ing rows and traffic aisles separated from principal structures on the side
and front by a landscape strip of at least 4' in width. (Where a building fronts on
two (2) streets, all sides, except for designated toading areas, must by around
sides and front of primary structure
( Side, Side, Front)
- 3 -
2�
4. ACCESS (INGRESS / EGRESS): �
[ X), Access ways from public rights-of-way max. 24' in width
5. tERISCAPE REQUIREMENTS: �
[ X] Moderate drought tolerant
[ X] Very drought tolerant
[ X] Non-invasive.species �
[ x] Hardiness zone (other than Tropical)
[ xj Salt tolerant
[ X) Medium or high �vind tolerance - -
6. ADDITIONAL REQUIREb•tENTS;
[ XJ 60% landscaping indigenous to So. Florida
� xJ i 5% min. gross parking area landscaped
[ X ] Automatic irrigation facilities provided
[ X] Tree survey indicating all trees of three (3) inches in diameter or greater
[ x] Prohibited landscaping identifed for removal
[ x] Graphically indicate quantities, types, sizes at planting and .
at five (5) years maturity �
[ X] Indicate botanical and common names
7. CO�iPATLBILITY VVITA STREETSCAPESf
[ J U.S.One
[ X] Tequesta Drive
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29
TEQUESTA VILIAGE CENTER
CONCURRENCY 1'RAFFIC IMPACT ANALYSIS
Introduction
Pinder Troutman Consulting, Inc. has been retained to conduct a traffic impact analysis for a proposed
mixed-use development in the Village of Tequesta. The purpose of this study is to determine if the
proposed development meets the requirements of Article 15, Traffic Performance Standards, of the Palm
Beach County Unified Land Deveiopment Code (ULDC).
Site Data
The site is located on the south side of Tequesta Drive between Old Dixie Highway and US 1 as shown
on Exhibit 1. Existing on site is a 52,000 SF retail center of which 23,000 SF has been operational within
the last five years. It is proposed to develop a mix of uses in four (4) buildings as detailed on Exhibit 2.
Access to the proposed development will be via one (1) driveway connection to Tequesta Drive and one
(1) driveway connection to Bridge Road. Year 2003 conditions were examined for this analysis.
Existing (1998) Traffic Conditions
Exhibit 3 provides the 1998 annual average daily traffic (AAD� volumes for the surrounding roadway
network as compiled by the Metropolitan Planning Organization (MPO) of Palm Beach County. Palm
Beach County does not collect 24-hour automatic machine count data on Tequesta Drive east of Old
Dixie Highway. Daily volumes were estimated based on the approach eounts at the intersection of Old
Dixie Highway and Tequesta Drive. Count data is provided in Appendix A.
Peak hour traffic volumes were determined by applying a'K' factor of 9.3% to the AADT volumes. These
volumes are also shown on Exhibit 3 along with roadway lanes, levels of service (LOS) and the adopted
LOS D service volumes.
1
30
Project Traffic .
Trip Generation
Section 10.8, Fair Share Road Impact Fees, of the Palm Beach County ULDC was reviewed to
determine acceptable daily trip generation rates for the proposed uses. For several uses, daily
rates were not available, therefore, the Institute of Transportation Engineers (ITE), Tri� Generation,
6"' Edition was utilized as the source of daily and peak hour trip generation rates. For the
museum, trip generation rates developed from the Norton Gallery of Art and approved by Palm
Beach County were utilized. This data is included in Appendix B.
Exhibits 4A, 4B and 4C provide the daily and peak hour trip generation data respectively for the
existing and proposed development. Because Qf the mixed-use nature of the deve(opment,
internal trips will occur between the uses. Based on the net new external daily trip generation of
2,145, for Traffic Performance Standards purposes, the Test 1 radius of development influence for
the proposed development is two (2) miles. The Test 2 radius of development influence is one (1)
mile.
Trip Distribution and Assignment
A directional distribution was developed based on land use patterns and the roadway network.
Exhibit 5 shows the assignment of daily and peak hour project traffic as well as the project impact
percentage (% of daily adopted service volume).
Future Traffic Conditions
Roadway Improvements
The current County and State Roadway Programs were reviewed to determine if any roadways,
within the study area, are scheduled to be improved within the buildout time frame of the project.
Background Traffic
Historic growth trends and Major Project traffic must be analyzed in the projection of future
background traffic volumes. Historic growth data is provided on Exhibit 6 for the surrounding
roadway links. Major Project data, compiled by Palm Beach County, was also reviewed. No
Major Projects are projected to have a 10% impact on the analyzed roadways.
2
31
Tra�c Performance Standards Analysis
Test 1 (Link Test)
This first test of the TrafFic Performance Standards examines if any roadway finks, required to be
analyzed, are p�ojected to operate below adopted level of service standards on an average daily
and average peak hour basis. Roadway links within one-half mile and those outside one-half mile
with a project impact greater than 1% of the LOS D service volume are required to be analyzed.
Exhibit 7 shows future daily, AM and PM peak hour traffic conditions respectively for the analyzed
roadway links.
Tequesta Drive west of Old Dixie Highway is projected to operate below the adopted daily LOS
standards; therefore, an Alternate Test 1 analysis is required for this link.
Atternate Test 1
The Alternate Test 1 link analysis is shown on Exhibit 8 showing operation above adopted LOS
standards. Intersection count data is provided in Appendix A. The count data was factored to
peak season based on the 1998 24 hour count data on Tequesta Drive. The intersection analysis
is provided in Appendix C and is summarized on Exhibit 9 showing operation above adopted lOS
standards. Therefore, the requirements of Alternate Test 1 are met.
Test 2 (Model Test)
This test examines tratfic conditions based on model projections that are developed and
maintained by Palm Beach County. No roadway links within the one (1) mile radius are Test 2
deficiencies; therefore, the requirements of Test 2 have been met.
Intersection Analysis
Major intersections for which a proposed development adds more than 10% of the total traffic on
any link connecting a major intersection are required to be analyzed. No major intersections
meet this requirement based on the proposed development's impact.
3
32
Concerns have been raised regarding the peak hour ope�ation of the Bridge Road / Old Dixie
Highway intersection. An analysis of this intersection is provided in Appendix C and summarized
on Exhibit 9 showing operation above adopted LOS standards.
Driveway Volumes
AM and PM peak hour project driveway volumes are provided on Exhibit 10.
Conclusions
This analysis shows that the proposed development meets all of the requirements of the Traffic
Performance Standards of Palm Beach County.
4
33
_ EX H I B I TS
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7/9/99
TEQUESTA EXHIBIT 1 �
VILLAGE CENTER PROJECT LOCATION �TC
r
# PTC99-81
7/27/99
land uses2
EXlllbit 2 Page 1 of 1
Tequesta Village Center
Proposed Land Uses
Multi-Family
Building Retail Restaurant Covernmental Office Civic / Cultural Museum Residential
A 8,202 SF 5,858 SF 0 SF 11,181 SF 0 SF 0 SF 0 DUs
B 9,650 SF 0 SF 0 SF 16,727 SF 0 SF 0 SF 13 DUs �
C 4,113 SF 0 SF 8,775 SF 0 SF 4,112 SF 0 SF 0 DUs
D 6,930 SF 0 SF 0 SF 8,874 SF 6,930 SF 8,874 SF 0 DUs
TOTAL 28,895 SF 5,858 SF 8,775 SF 36,782 SF 11,042 SF 8,874 SF 13 DUs
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COUNTY LINF ROAD 6LD
COUNTRYCLUB DRNF
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1330 N.T.S.
4LD•
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TEQUESTA DRIVE BRIDCE ROAD
a�o SITE z�
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31100 14300
1147 C 589 C
2890 1330
BEACH ROAD
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LEGEND <
2L - ROADWAY LANES � 4LD � 4LD
73502 D- DAILY TRAFFIC AND LOS � 30318 D � 23573 D
14300 -DAILYADOPTED < 31t � 31100
SERVICE VOLUME � 2820 D � 2192 D
1256D -PEAKHOURTRAfFICANDl05 � 2890 a 2890
1330 - PEAK HOURADOPTED �
SERVICE VOLUME
• - ESTIMATED BASED ON APPROACH
COUNTS AT OlD DIXIE HIGHWAY
7/26/99
TEQUESTA EXHIBIT 3 -
VILLAGE CENTER EXISTING (1998) TRAFFIC CONDITIONS �TC
#PTC99-87
7/29/99
trips99
EXhlblt 4A Page 1 of 3
Tequesta �Ilage Center
Daily Trip Generation Comparison
Existin
Internal External New External
Land Use Intensity Trip Generation Rate (2) Total Trips Trips Trips Pass-by Trips (1) Trips �
Retail 23,000 SF (1) Ln (T) = 0.625Ln (X)+5.985 2,821 - 0% 2,821 1,258 44.6% 1,563
2,821 - 0% 2,821 1,258 1,563
Proposed
Internal Externa) New External
Land Use Intensity Trip Generation Rate (2) Total Trips Trips Trips Pass-by Trips (1) Trips
Retail 28,895 SF Ln (T) = 0.625Ln (X)+5.985 3,253 98 3/0 3,155 1,401 44.4% 1,754
Quali Restaurant 5,858 SF 96.51 /1,000 SF 565 45 8% 520 78 15% 442
Office 36,782 SF Ln (T) = 0.756Ln (X)+3.765 659 33 . 5/a 626 31 5/0 595
Covernmental Office 8,775 SF 68.93 /1,000 SF (3) 605 30 5% 575 29 5/0 546
Civic/Cultural 11,042 SF 22.88 /1,000 SF (4) 253 13 5/0 240 - 0/ 240
Museum 8,874 SF 6.38 /1,000 SF (5) 57 3 5/a 54 - 0% 54
Multi-Famil Residential 13 DUs 7/DU 91 14 15/0 77 - 0% 77
5,483 236 4% 5,247 1,539 3,708
Net New Trips 2,145
(1) Source: )MZ Tequesta Properties, Inc. Existing on site is 52,00o SF however 29,00o SF has been vacant for more than five years.
(2) Source: Section 10.8, fair Share Road Impact Fees, of the Palm Beach County Unified Land Development Code (ULDC).
(3) Source: Institute of Transportation Engineers (ITE), Tria Ceneration, 6th Edition.
(4) Source: Institute of Transportation Engineers (ITE), T� Ceneration, 6th Edition for Recreational Community Center.
(5) Source: Norton Callery of Art. See Appendix B.
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#PTC99-81
7/29/99
trips99-81
Exhibit 4B Page z of 3
Tequesta Village Center
AM Peak Hour Trip Generation Comparison
Existins ,
Total Trips Internal External Trips Pass-by New Trips
Land Use Intensity Trip Generation Rate (2) In Out Total Trips In Out Total Trips (3) In Out Total
Retail 23,000 SF (1) Ln = 0.596Ln X+2.329 61/39 41 26 67 - 0% 41 26 67 30 44.6% 23 14 37
TOTALS 41 26 67 - 0% 41 26 67 30 23 14 37
Proposed
' Total Trips Internal External Trips Pass-by New Trips
Land Use Intensity Trip Ceneration Rate (2) In Out Total Trips In Out Total Trips (3) In Out Total
Retail 28,895 SF Ln (T) = 0.596Ln (X)+2.329 (61/39) 46 30 76 3 4% 45 28 73 32 44.4% 25 16 41
Quali Restaurant 5,858 SF 0.81 /1,000 SF (50/50) 3 2 5 - 0% 3 2 5 1 15% 2 2 4
OFfice 36,782 SF Ln (T) = 0.797Ln (X)+1.558 (88/12) 74 10 84 3 3% 72 9 81 4 5% 68 9 77
Governmental Office 8,775 SF 5.88 /1,000 SF (84/16) 44 8 52 2 3% 42 8 50 3 5% 39 8 47
Civic / Cultural 11,042 SF 1.32 /1,000 SF (66/34) (4) 10 5 15 - 0% 10 5 15 - 0% 10 S 15
Museum 8�874 SF OJ9 /1 �000 $F (50/50) (5) 4 3 7 - 0% 4 3 7- 0% 4 3 7
Multi-Famil Residential 13 DUs 0.51 /DU (16/84) 1 6 7 1 10% 1 5 6- 0% 1 5 6
TOTALS 182 64 246 9 4% 177 60 237 40 149 48 197
Net Trips 136 34 170 10 126 34 � 60
(1) Source: JMZ Tequesta Properties, Inc. Existing on site is 52,000 SF however 29,000 SF has been vacant for more than five years.
(2) Source; Institute of TrensportaUon Engineers (ITE), Ir�n Generarion 6th Edition.
(3) Source: Section 10.8, fair Share Road Impact Fees, of the Palm Beach County Unified Land Development Code (ULDC).
(4) Source: Institute of Transportation Engineers (ITE), T�in Generetion, 6th Edition (or Recreational Community Center.
(5) Source: Norton Gallery of Art. See Appendix B.
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00
#PTC99-81
7/29l99
trips99-81
Exhibit 4C Page 3 of 3
Tequesta Village Center
PM Peak Hour Trip Ceneration Comparison
ExistinP
Total Tri s Internal External Tri s Pass-by New Tri s
Land Use Intensi Tri Generation Rate (2) In Out Total Tri s In Out Total Trips (3) In Out Total
Retail 23,000 SF (1) Ln )= o.66oLn �+3.403 (48/52) 114 124 238 - 0% 114 124 238 "106 44.6% 63 69 132
TOTALS 114 124 238 - 0% 114 124 238 106 63 69 132
Proposed
• , Total Tri s Internal External Trips Pass-by New Tri s
Land Use Intensi Tri Generation Rate (2) In Out Total Tri s In Out Total Tri s(3) In Out Total
Retail 28,895 SF Ln (f) = o.660Ln (�+3.403 (48/52) 133 144 277 8 3% 124 145 269 119 44.4% 67 83 150
Quali Restaurant 5,858 SF 7.49 /1,000 SF (67/33) 29 15 44 4 10�0 27 13 40 6 15% 23 11 • 34
Office 36,782 SF T= 1.121(X)+79.295 (17/83) 21 100 121 6 5% 20 95 115 6 5% 19 90 109
Covernmental Office 8,775 SF 11.03 /1,000 SF (17/83) (4) '16 81 97 5 5% 16 76 92 5 5% 15 72 87
Civic/Cultural 11,042 SF 1.75 /1,000 SF (34/66) (5) 6 13 19 1 5% 6 12 18 - 0% 6 12 18
Museum 8,874 SF 0.79 /1,000 SF (50/50) (6) 4 3 7 1 10% 3 3 6 0% 3 3 6
Multi-Famil Residential 13 DUs 0.62 /DU (67/33) 5 3 8 1 15% 5 2 7 - po/ 5 ? �
TOTALS 214 359 573 26 5% 201 346 547 136 138 273 4l1•
Net Tri s 87 222 309 30 75 204 279
(1) Source: JMZ Tequesta Properties, Inc. Fxisting on site is 52,000 SF however 29,000 SF has been vacant for more than five years.
(2) Source: Institute oF TransportaGon Engineers (ITk�, Tr �io Ceneration, 6th Edition.
(3) Source: Section 10.8, Fair Share Road Impad Fees, of the Palm Beach County Unified Land Development Code (UIDC). .
(4) ITE does not have rate for PM peak hour of adjacent street for Covernment Office. Therefore u6lized Pm peak hour of generawr with in/out split of general officz.
(5) Source: InstiWte of Transportation EnBneers pTE), Trin Generati�n, 6th Edition for Recreationa) Community Center.
(6) So4rce: Norton Gallery of Art See Appendix B.
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150 43
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INDWNTOWN ROAD
LEGEND 4% a 4%
70% - PERCENT DISTRIBUTION � 66 � 8�6
1501 - DAILY PROJECT TRAFFIC r
112 - AM PFAK HOUR � �� w 0.3%
PROJECT TRAFFIC � 0.3%
195 - PM PEAK HOUR � a
PRO)ECT TRAFFIC �
4.8% -%OF DAILYADOPTED
SERVICE VOLUME
7/28/99
TEQUESTA EXHIBIT 5 � � �C
VILLAGE CENTER PROJECT TRAFFIC ASSIGNMENT
41
#PTC99-81
g rowth
7/29/99
Exhibit 6 Page 1 ot 1
Tequesta Village Center
Historic Growth
Dail Traffic Volumes Growth
Roadway 1995 1998 Rate
Tequesta Drive
West of O!d Dixie Highway 12,475 13,502 2.67% /Year
Beach Road (A1A)
East of US 1 5,902 6,337 2.40/ /Year
Old Dixie Highway
County Line Road to Tequesta Drive 6,598 6,672 0.37/ /Year
Tequesta Drive to Beach Road (AlA) 10,766 12,267 4.45/ /Year
Beach Road (A1A) to Center Street 35,728 37,49� 1.62% /Year
US 1
County Line Road to Tequesta Drive (1) 19,138 21,142 2.89/ /Year
Beach Road to A1A 22,279 � 21,26Q -1.55/ /Year
(1) Utilized available 1994/95 and 1998 AADTs.
Exhibit 7
#PTC9�3-81
Tequesta Village Center 7 ��
Test 1 Analysis testt
Page 1 ot t
DAI LY
Existing Existing Crowth (2003) (1) Total
Roadwa Link Lanes (1998) Volume %IYear Pro'ect 2
J ( ) (2�3) Capaci LOS
Te uesta Drive Count Club Drive to Old Dixie Hi hwa 2L 13502 1901 2.67% 965 16368 14300 F
Te uesta prive Old Dixie Hi hwa to Site 4LD 8465 1192 2.67% 1501 11158 31100 C
Te uesta Drive Site to US 1 4LD 8465 1192 2.67% 322 9979 31100 C
Old Dixie Hi hwa Coun Line Road to Te uesta Drive 2L 6672 124 0.37% 322 7118 14300 C
Old Dixie Hi hwa Te uesta Drive to Beach Road 4LD 12267 2983 4.45% 322 15572 31100 C�
Old Dixie Hi hwa Beach Road to Center Street 6LD 37491 3137 1.62% 322 40950 47500 D
US 1 Coun Line Road to Te uesta Drive 6LD 21142 3237 2.89% 215 24594 47500 C
US 1 Te uesta Drive to Beach Road (3) 6LD 21201 1582 1.45% 322 23105 47500 C
US 1 Beach Road toA1A 4LD 21260 0 0.00% 257 21517 31100 D
AM PEAK HOUR
Existing Existing Growth (2003) (1) Total
Roadwa Link Lanes (1998) Volume °/alYear Pro'ect (2) (2003) Capaci LOS
Te uesta Drive Count Club Drive to Old Dixie Hi hwa 2L 1256 177 2.67% 72 1505 '1330 F
Te uesta Drive Old Dixie Hi hwa to Site 4LD 787 111 2.67% 112 1010 2g92 C
Te uesta Drive Site to US 1 4LD 787 111 2.67% 24 922 2892 C
Old Dixie Hi hwa Coun Line Road to Te uesta Drive 2L 620 12 0.37% 24 656 1330 C
Old Dixie Hi hwa Te uesta Drive to Beach Road 4LD 114� 277 4.45% 24 1442 2892 C
Old Dixie Hi hwa Beach Road to Center Street 6LD 3487 292 1.62% 24 3803 4420 p
US 1 Coun Line Road to Te uesta Drive 6LD 1966 301 2.89% 16 2283 4420 C
US 1 Te uesta Drive to Beach Road (3) 6LD 1972 147 1.45% 24 2143 4420 C
US 1 Beach Road to A1A 4LD 1977 0 0.00% 19 1996 2894 D
PM PEAK HOUR
Existing Existing Growth (2003) (1) Total •
Roadwa Link Lanes (1998) Volume °/dYear Pro'ect 2 )
) ( ) (2003 Ca acity LOS^ , -
Te uesta Drive Count Club Drive to Old Dixie Hi hwa 2L 1256 177 2.67% 126 1559 1330 F
Te uesta Drive Old Dixie Hi hwa to Site 4LD 787 111 2.67% 195 1093 2892 C "
Te uesta Drive Site to US 1 4LD 787 111 2.67% 42 g4p ?gg� C
Old Dixie Hi hwa Coun Line Road to Te uesta Drive 2L 620 12 0.37°/a 42 674 1330 C
Old Dixie Hi hwa Te uesta Drive to Beach Road 4LD 1141 277 4.45% 42 1460 ?g9? C
Old Dixie Hi hwa Beach Road to Center Street 6LD 3487 29? 1.62% 4? 3821 4420 D
US 1 Coun Line Road to Te uesta Drive 6LD 1966 301 2.89% 28 2295 4420 C
US 1 Te uesta Drive to Beach Road (3) 6LD 1972 147 1.45% 42 2161 4420 C
US 1 Beach Road to A1 A 4LD 1977 0 0.00% 33 2010 2894 D
(1) See Exhibit 6.
(2) See Exhibit 5.
(3) Average of adjacent rnunts. N
#PTC99-81
729/99
Exhibit 8 alttestl
Page 1 of 1
Tequesta Village Center
Alternate Test 1 Roadway Link Analysis
AM PEAK HOUR
Existing Growth (2003) Total
Roadwa Link Dir (19gg) (1) Volume %/Year Pro'ect (2003) Ca aci LOS
Tequesta Drive Old Dixie Highway to Seabrook Road EB 584 82 2.67% 56 722 880 C
WB 411 58 2.67% 16 485 880 6
PM PEAK HOUR
Existing Growth (2003) Total
Roadwa Link Dir (� 99g) (� ) Volume %IYear Pro'ect (2003) Ca aci LOS
Tequesta Drive Old Dixie Highway to Seabrook Road EB 535 75 2.67% 34 644 880 B
WB 653 92 2.67% 92 837 880 D
(1) See Appendix A.
.A
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EXhiblt 9 #PTC99-8�
Teques#a Village Center �r,t
Summary of Intersection Analyses (1) ��
Page 1 of 1
2003 AM Peak Hour 2003 PM Peak Hour �
Alternate Test 1 Critical Capacity Critical Capacity
Intersection (2) Volume Level Volume Leve)
Tequesta Drive / 700 UNDER 1079 UNDER
Old Dixie Highway
Tequesta Drive/ 733 UNDER 625 UNDER
Seabrook Road
2003 AM Peak Hour 2003 PM Peak Hour
Westbound Level of Westbound Level of •
Intersection (3) Dela (Sec) Service Dela (Sec) Service
�
Old Dixie Highway / � � 9 C 29.0 D
Bridge Road
(1) See Appendix C.
• (2) Analysis based on Critical Volumes methodology per Traffic Pertormance Standards.
(3) Analysis based on Highway Capacity Software for unsignalized intersections.
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18 - AM PEAK HOUR
PROJECT TRAFFIC
9 �� (20) - PM PEAK HOUR
PROJECT TRAFFIC
787 - DAILY PROJECT TRAFFIC
7/28/99
TEQUESTA EXHIBIT 1 O � �'T'C
vi��cE cENTER PROJECT DRIVEWAY VOLUMES
, . . . _ .. ,.
46
APPENDIX A
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PALM C�Er�CH COUNT'r TRAFFIC ETJG:LtJL:FRING r��
VULUh1E REF�URT
Vo.lur��e Report ��iii_.h 24 I�ir��iy- Tutals Page 1
*�*���=��*��:��:�:�::r.a_a:��::i:�:�:�::��:a:y:�::�:�:�:�*��:�::�::i:;k:�:�::i::��:a;:i::r.:�:=+;;�:kx:r.;r.�:�:*=r.:�::►:x:�:*:���:��*�����
Uata Fi1e : D01 �S�OO�.PR�1
Station : 0000000012�i'
Id�ntification : OO�oOOOC?0�24 7nt.e:rv�,1 • 15 n�inutes�
Start c�ate . .7an ?a, �r :=,lr:�rt t;irne • 10:�t5
Stop date ..T� n:;0 ,�£: Stc:F t. i n�r_- • 1 O=�45
City/Town = SDC c:ounty : P_8 . COUNT'r
Location : TEf�U�STA C?R 150' W OF OLD C�I;CIC I-iGJY
�
Jan 29/Jan 30 E��stbound Volume for I._��ne 1
--------------------------------------------------------------------------------
End Time 00 , 01 02 03 04 05 06 07 08 09 10 11
.� 1�� 3 3 1 1 2 5 20 lOR 130 141 156 159
30 2 O 2 1 1 6 3E, 110 148 170 142 130
45 2 0 1 1 0 7 51 15� 150 127 134 143
00 2 3 3 �S 5 13 71 154; �' 12'a 1�4 136 141
-------- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
Hr Total 9 h 7 7 8 31 17�3 �25 557 582 568 573
-------------------------------
---------------------
End Tirne 12 - 13 14 15 16 17 18 19 20 21 22 23
-- ---- ---- ---- ----
---- ---- ---- ----
15 164 1�36 139 144 ] 62 167. 121 83 47 3� 16 11
30 162 157 159 14R 161 117 E30 E�O 42 30 14 g
45 143 146 139 167 l. 46 1�i7 73 46 49 4�t 15 �
00 91 _ 143 172 1 F�O 1. 4�3 1"l O 12:� 4.., 39 ?E, g �,
' • � , �
Hr Total 560 h32 60�i F..�20 612 �,3= 397 234 177 1?� 53 30
--------------------------------------------------------------------
24 Hour Total : 7b44 �
AM paa k hour b�c� i ns : 11 : 30 Ah1 pea k vo 1 ume : 61 O Pea h hou7' f actor : 0. 93
PM Peak �hour begins = 15:30 PM peak volumz : 650 Peah hour �Factor : 0.97
� ::k �� k*=K � c � * � *:k:K*** � :**:t � **;K:k � : � =K:K%k*** � Xc* � * � **:K;k=k**:K=K � : ** = k*y:=k:i::Y.*�:�=R�=K*�c;K:K=K�K%K*� : � **:K*** � k
Jan 29/Jan 30 W�stbound Vc�lum+� for Lane 2
-------------------------------------------
End Time 00 01 02 03 04 05 O�� 07 OB 09 10 11
1 S 9 3 7 1 Q 1 �� 2� 10Ei 11 � 130 125
30 6 2 2 0 O 2 1:3 33 10?_ 124 112 149
45 8 0 2 0 2 1 18 52 110 101 113 135
00 �3 2 0 0 0 2 31 71 91 104 137 154
---- ---- ----
---- ---- ----
---- ---- ----
r Total 31 7 11 1 2 ----
- � 71 1�1 411 442 492 J�`
--------------------------
-------------------
End Time 1;� � , ----------------
2 _
__'14 1,� 1a 1: 1� 1�� ?p 21 22 2�t
�5 151 16E� 156 153 161 164 17�i 105 �3,, --,-- ---- ----
30 159 16?.. 149 140 15�3 159 121 113 �4 �� 24 10
45 136 137 134 144 171 136 77 86 , 5 � 21 18
00 92 144 127 161 159 131 l�q ��� 22 15
� cc
�.� 5p 19 G
___ ---- ----
---- --
Hr Total 538 609 566 598 649 59Q 2g� 2�� �
515 . 371 8G .49
24 Total-------'-727�------ ' - f, : ,,� t�� �a� `.,, ;,��'�,��,r �, :M� ���K. - '
!f".h�:',�#+.ciNi` �'�t� A`„ � y: t.: , r _:.Y
AM pea k hour k�ect i ns : 11 ��30 , t _ Aht , pea k Vol ume �+ ��599 �� ��� �''���� A ' ; ',:
PM pe�k hour be ins : 16.30 ,PM� •�`+��: + k P�ak� F � o {+ r f�a o��o� K �0�94 ;
� pAa k ' vc�lumP � �, r ,653 -„�,� ,>Pea k� h o�r �'actor � '�;+0.:95'� .
Y=*=kY:;K:1:�:*:k:K:K=k-K:kk:-F::k:�:�:�X:y::F:%K:K:k:K=K;K-K:Y.;k:k:M::k:t::V::k:k:k*:krK:Y.:k:lr:k:t.:l:.k,k,k.k:K-K�=Y*�=k*:k�:�:*=k*:1:**�k�:*:K�K****%:
JU.-07-1999 02�14 P5C TRF+F�1C EFIG 551 47t3 5779 P.63.'Q4
49
— a�ut P.a�n r,��uMrr inaF�ic . -
5(te CoJe : J IFf,ER pA{;(: �
E-4 StrBEt� T�VUE'iiA OR FIIE� Q2Hb)Ai�
V-5 SCreet: OI,C �[k(E NWY
WfA(11EA : CLfAk ku�u,ar,nr,; by: Primary GAfE� �;2't/9?
�-----------------...°----•-•------------------------._...---........----•-•---••••-••-------------•--------•-------•--------•--..
?in! iia� Hur!n irca E�,:l itve :,:dh fros 9�st 4er�ici.
8e91n A1 INRU lT CI tilR�i ll Bf (Uf.�J U F.: 1;;4C l? lot�!
-------------------------
---•-----................_.....,..-•--•---•------°._._...--•----°---••-----•--•---.._........ ......... ......
7:15 l�J b5 4 ."• 4' [% IS �d 34 ;t �3 V 31l
B:00 �N 19 6I 6 I 5l II 4 .1� ?5 '6 5& i; 3b.
8�15 li IS 7 2 4: 1l 1G 41 . 35 5? 4% 1� 166
B:]0 22 )1 A f 54 4 It 52 32 ,c �A 2b 4u7
------------------------------------------•° ------°--..,.._,..---'-------•-•--•--•-----•-----...--°--------•-----•---•...........
CtS �liAl 6N 29d :I l5 19 66 4" lJi: 1rS .... 2:F id 153i
;QNM�ltC: ��^ 7 �EaR �EVic �Hn�.Y5I5�f A?HE FERtOD' t;4S AFi •�? d: Aft �
5ite C•x!e : J iAGEP, FAItl Ff�ti: [UUi�TY TRbffiC
[ SLTCEi: TCAUE�IA JR ��%�� :
k-; Srrq:G� QLO 0[;ieE H{f! fIC;: 025�)�y<a
GeF�RE4 . �LE�+R flaveeer,ts br� 9rin� r pAfE: a<<;: ,
^-•°` I ------------ f ---iyp
---------...----...-----•--------•------•- �----------
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itme Froa Gort� Froo _3.� Frna i�;lh F,e;c JFst ,;
6sgir P,i THRU en:c!t
, 7J IIidU l� 8f ?M�iU :� ioG,il
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--•-•-----•-----•------------°--
12�4� �tf + '---....---°-^;--°�---- --•---
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�7 3i i5 2� 55 4 13 �• ;b �7 at j� �
, 2:1i .7 So 1fi �'�'
1 :1 6: l5 �� �` � 2 � 6i :8 ;3 6i iS dSA
t2:a5 25 b; � I: 2C 15 76 �i ?7 �a ': aG:
tc 18 "<2 lG 6? :3 :4. 5i . I;E
FR i0i;?� 110 2:5 Si ;4 .8;
i0 i„ '[So l:': Lt�S �;_ _.. :Si�
DilT TOTAL It0 225 5) 5? ?8% 70 b9 ,S� t1U ;84 .S2 121 18ii
�''�C����� L I f PEaK PEn I06 AKA�Y:IS �'I1R THE FEAI�Qi 12�CC :r ` i'OC PIf I �
i.s � i C ���
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:itE [ode � J 2A6ER FAGi: 1
E-R Street: T.OL'ESiA OR FI.E� 02600Pc�
N-5 StTa�t� OlD O]XIE IN� 4 O�TE• +/i��93
YEAThER � CIERR Moveneni �Y� Gr;aiarv
.....--------• •---•--°°----•-•- •
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T1AB fr0f NO?:h ;;ot EiSt Fro� =�ulh �f�n ae5[ V4hjtie -
6egin Rt iHSU li Ai T�IAU lT R; 1�f�: i ki ilntu
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a:ao ;► �a ia i•� ;� .a ti ni "� �� �a r ��t
4:a5 la SF 9 l; 43 2. ZZ 04 -`
HR iOTAI 41 �3) 4i 64 3.'•� B1 b3 241 t'1 1S'? 2i5 t1�2 1496
OAY TdTAI 97 2�7 4�S o9 309 �1 e2 29 lil 15') 21` l9? l��e
,Q��{�;, (�� � p�' � FEdt 'rE%iUu 4�A1Y515 P'JR �IIF cER1Q.; A;�O FH /:•�VO PM /
'�h .�� -r
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JIX-p7-19?9 �9�14 PEC TRRFFIC ENG 551 478 5770 P.Od/04
� PALt1 BEAGN CUUNiY TflAfFiC
Site Cod J tA6ER pNgE; 1 50
s'-a S eeti ►EOUE5TR �R ft�E: ?SaoAr7
N-S 5 pqt: SEABAOOIi. k ,
ME{VTNEfl '� Noreren!s br: Priaar7 9Nieo 9I1�2/9]
__----°°--°--------^------^°-------------------°--�--------------°------ •--------
Tive .._. Fru� North Froq [ast Fro� South frne Nest 4ehicte
Begin RT TARfI ' LT RT Tf�iJ � 41' RF THRII LT AT THRI1 LT Tota:
^ --------------------------- --c - - ------- °° ---------- ° - ° ----------------,----- - -- °- ---------- -^-----------�-----------------
8:15 2 17 ""li l0 39 3 1 15 1 1 51 4 162
8:30 9 28 41 11 27 1 5 11 7 1 44 3 18G
8:a5 . 3 14 �;, 24 2l 4y ; 10 Zo 5 2 b2 3 2f3
:qi iOTAI 9..`. 59::.. $1. 9A !11 14 16 " 51 i1 4 262 19 595
9�OOAf1 i4.. 20 4D 2 2 11 9 1 55 �f 2U5
YAY FOTAL. 19 .' 74 � 82 b8 I51 ld lA 73 2B S 217 ;l 760
��",� , � �} / .
��t'f�'*"���� � / PERK PEB[UO ANAlY519 FDR iHE PERIGp; E;15 AM -�7:15 AH �
l� �'�._ _..�...�. _�._..__........�........�..,..,......_....�.��..��...�.�...
?kLM EEACH CaflNTY 7RAFf IC
ite Code : d ZA662 - p�, I
-Y Str�eti SE!llIE5Tp ➢R . � • F;LE: 2560M97
-S 5treet: 5EA9RUOK AO
EATI�k : CLEA�1._ .' Move4enEs bv: Pri�ary OkTE: 9i02l;7
. ..�'�'��""'�""��......�^� F��.."'�'__""...��'.�'...�_"""""��'�
ime : Fra'Kurta iroa East F:oo opu.h Fran West Vehi:le
eqin . � R1 :TKAO LT RT iNPB CT 3T _THfill L? AT TN�9 LT iotal
• - °-°•°-�-------°-�-----------°----------°--°------------------°--°------------
::4D AM! : �; -2 4 13 25 �i 8 11. 12 1 1 92 2 1?7
1�25," 2 4 15 18 44 <' � 10 b 3 58 1 102
i:?0 3 A 22 24 i5 !0 11 5 1 � 33 S 1YI
l:45- ' b.:T .!9 27 b0 5 b 13 S 0 57 5 1Y5
i TQTAL 13 4E b7 9i L95 25 33 40 i3 fi 2?.�' S4 777
il TOTAL _ '.i3 . 3E 61 9S 195 25 33 4Q 13 8 Y21 14 i77
� ���� 4 ' q� �
�!W�' � PcAK PeRIOD r5D1ALT515 ROA TBE PEfli00: 11;0o A� -112:U0 PH �
� , :..
�Ii : I,CL6s: , .
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_:x- .. .... � . .
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� � . . .� � _.... . . • ' • � .
PALM BEACN COiINTY TRAfFIt
ittv Code : �.ZIISER. . FkoE: 1
:-YI'Stnet: TEIlUESTA 08 ':"' '', " ' F1LE: T560P91
h5 Street:.5EABNOOK A6 ' •
IEATl�R:, :'tlEAR. ':. �avcmnnt5 hp PrirarY ` �ATE3 4102J97
-- - -- .___•_.. ...................�.� ...M�_..._.� -------°--°°-.___
'i�e'•'. .' Fror Notth Froo'Eas: � frw Sout6 kae Yest 4ehicle
. � -.
kqln :'. aF-'Tk6iU LT Ai THRU lT RT TNkU LY flT �HRU L? Total
�----_...----°--..____...�-------------°--------._...--------------------°----------------°--..__�.
3:15 � � 5 8 !8 �4 B 4 10 3 4 �3 � 155
3:3p ':'_ :' '"� 4 9 �� 63 B B 15 ) 3 i5 6 i09
3:�5 1 li 4 15 Sb 7 e A 5 4 5u 2 i7e
�R tQTAL . B:. 25 26 Sb I&5 23 2U 33 15 ll 14B 12 540
4:90 PN 3 12 7 3P 71. !2 10 15 !0 3 5A 9 290
lAY TOTA. ', ii 31 13 Ab i35 :5 3� 48 2S 14 29b 20 78G
i � .OrK,.H��'L,�J1 �'— �� PEAK AEA1G� ANALYS[S�OR iHE PER100: 3:19 PM - 4:15 PN
_
�G�r �c�
P:R: �:Tlllti STARt PE{IK IiR .. � � � �. � 4ULUNES ........ .... PEACENTS ...
TCT4� ?.D�
_ . _ _ _. _ _ _ . . _.\
�J7/2E�/1'?'ay 22: 14 551-272-a3o^1 MCtJAI.LY G ���� I PAGE
� 51
?raffic 5urvey &peCialiate, Inc.
GLD DIxI3 81G�i�q i SR1DG➢ AOaD- 6�4 6ardenia 'ferrace • 5ite Codt : OP09409T
?1Q08ST71, P1QxID�I Ueiray Beacb, Florida 33454 - Start Date: 07�2Z/99
COIJ�'ED Bi: Nc�,1LLI �1K�C, BOC�HOLZ PM pGo�e (561) 172-32SS File 1.D. : OtDDBxID
P�C�a? Paqe : �
I�LL VBAI�LBS �
..--•-•-----------•--..._..--• ............... .
O1,D ➢IYIE H3G&#AY �BRID68 RQ�IP 06D 0;3IB �I6gNAY PARiI�G LOT
Fzo� North jFro� Sast Prom 5aut�. From tPest
�
Rig�t Thru Lett � YiqQt T�ru Lett , RigaC TCru Left xight Thra Lett 1'otal
Date07�:a/99 .......� ...............................................•--..,..__.__..._..._---..
47:4D D 250 1 U 0 0 � 5 98 D 4 0 D 2bb
OT:15 0 21! 1H 5 0 1. �1 B1 D 0 0 0 �39
41:3C 0 2:5 23 4 C 2 7 9B 0 D Q 0 359
7•
Br lotil 0 773 65 12 Q 5 � 3j ?78 0 0 0 b 1166
Ot:GO 4 124 23 i 0 T I 13 83 4 0 0 0 940
d4:15 D 140 ld 2 � 1 � 15 79 0 b 0 0 253
4$;34 0 1ZZ 19 � Q 4 15 86 0 � 0 0 ��
Br Total 0 522 66 13 0 6 f 62 334 0 4 0 D 99B
.......... ► BYHtI� t --• ........................•-•-•--•------..........---------•----••---------...-•---
16:�C 0 114 1D 16 0 8 11 113 0 D 0 0 173
16:15 0 8u IG 5 0 4 B 9J, 1 � 6 0 199
16:3D 0 94 1 5 4 6 16 :10 0 1 1 0 1�1
,�
Hr TOC�I 0 363 41 34 0 25 50 435 1 I 1 0 9T2
�7:00 D 91 IO 11 4 iT ? 125 0 0 0 1 Z62
17:15 D 9"s 1�J 10 0 1D 1Q 121 0 Q 0 0 25!
11;30 4 B8 11 4 0 10 3 lU3 0 4 0 Q 212
�
9r 7ata1 D 329 �0 32 D 40 22 �S7 D 0 0 1 9�1
+?OT16� 211 . � ...- 4I .--... 0 .^... 16_� .'. I66 1600 ---. I 1 � 4157
52
� APPENDIX B
Board of County Commissioners County Administrator
Ken L. Foster, Cl�airman Robert Weisman 53
Burt Aaronson, Vice Chairman _ ,
Karen T. Marcus
Carol A. Roberts Department of Engirteering
Warren H. I�lewell and Public Works
Mary McCarty �. B�,,
Maude Ford Lee y 'Y�
a� �
,
oovN
February 2, 1995
Mr. Charles Wu �
Community Development and Planning
City of West Palm Beach
P.O. Box 3366 �
West Palm Beach, FL 33402
RE: NORTON GALLERY EXPANSION
Dear Mr. Wu:
The Palm Beach County Traffic Division has reviewed the traffic impact study for
the project entitled Norton Gallerv Expansion, pursuant to the Traffic
Performance Standards in Article 7.9 of the Palm Beach County Land Development
Code. The proposed project will add 41,469 square feet to the existing 34,008
square feet.
A trip generation rate for the new facility was established based on a traffic
study of the existing facility. The rate of 6.38 trips per 1,000 square feet
results in 265 daily trips for the proposed expansion. The build-out for the
project is 1996.
The traffic study contains some information regarding impact fee credits for
existing buildings that were demolished. This information may not be accurate
and will need to be approved by the Palm Beach County if a credit is to be
applied. This does not effect the results of the study.
The Traffic Division has determined that the project meets the Traffic
Performance Standards of Palm Beach County. If you have any questions regarding
this determination, please contact me at 684-4030.
�� Sincerely,
,
OFFICE OF THE COUNTY ENGINEER
`�a- �/���lJ� .
Dan Weisberg, P.E.
�Senior Registered Civil Engineer
cc. Kahart Pinder
File: New - TPS = Traffic Study Review
h:\traffic\diw\wp109
' "An Equal Opportunit�• - A(lirmati��e Acliun �mpli�yrr"
ycledpaper Box 212° West Palm Bcach, Florida 33�316-1229 (407' {-a000
DAVID �PLUMME� & ASSOCIATES, INC.
� 54
CO�i;UU�riG EriG INEERS �\NU iF.1NyPORTAiION p�i�MNfRi .
7anuary 10, 1995
, I�ir. Dan Weisbecg, PE
' Palm Beach County Traffic Division
� 160 Australian Avenue
I Wesr Palm Beach, FL 33406
Re: Norton Gallerv E�pansion - #9485-�.01
I ear Mr. Weisber�:
D b
( Following, our conversacion of taday, T have revised the Trip Generation Calcula[ion for che
Norton Gallery. EiGht (8) trips were added to account for four (4) school buses on a daily basis.
� No adjustments were made to the peak hour calculation.
Based on these c3lculations, the appIicable trip generation rates are:
I • Da.iI - 6.38 TFJ1 000 SF GFA
, Y ,
� • Peak Hour - 0.79 TFJ1,000 SF GFA
1
Thank you for the prompt review of this data.
I ,
Very truiY. Yo�rs, . ��
/ / /�.- '. .i' -
;; j �;;;��,�� �, .
I ; . �. %� ,�' .
..;�. i.���= �:�''��. � : - .
� ,, � � �: .�
' Kahart M: Pinder, AICP
' cc: Brian LaMont
Jean Smajstrla .
' Attachment - 1
' Kh�:scr
94854.1rr
y ',
�.
` PAtM BEACH, COAaI Ga8lE5. FORT n.�rERS �
� 901 NORTHPOINT PAHKWAY, SUITE iC EST PAIM BEACH, FIOAIDA 73407 ��
� D�AVID PLUMMER & ASSOCIATES, INC.
� .
CONSULTING ENGINEEFS �?NO iRANSPOfL1TION PLANNERS SS
� January 3, 1995 �
� b�ir. Dan Weisberg, PE
Pa�m Beach County TrafFc Division
160 Australian Avenue
� West Palm Beach, FL 33406
Re: Norton Gallerv E.�pansion - #948$4,01
�
Dear Mr, tiVeisberg:
I As you are aware the Norton Gallery of Art is proposing to ezpand and is require�i to meet the
County's concurrency standards. However, neither TTE, Trip Generation, Fifth Edition nor the
f County's Impact Fe� Ordinance contains any applicable trip Qeneration rates. Consequently, we
had agreed that a trip generation �rate wouId bz calculat�d based on existing operational
� conditions. . . -
■
Attachment 1 shows applicable existing operational conditions, employment and facility size as
� well as daily and peal: hour trip generation rates. Weekday daily attendance for January and
June 199� and current number of employees and volun[e�rs w•as provided by the Norton Gallery.
Vehicle occupancy was calculated based on field observations conducted by David Plummer and
� Associates during [he last we�k of December 1994. The ezis[ing facility size as well as the
proposed expansion were provided by Centerbrook, the project archicects. The latter data will
� be used in estimating future traf'fic volumes.
The calculation of daily and peak hour trip generation races pzr 1,000 square fe�t {SF) of gross
� floor area (GFA) are also shown on Attachment 1. Your prompt review and approval of these
trip generation rates is apprecia[ed and will expe�dite the application for trafric concurrency.
Conswction is scheduIed to begin on l�farch 1, 1995.
� Please do not hesitate to contactthis of ice if ou
,�,
, f y have any quest�ons.
� // � ^ � � �
Very truly yours;',,,r
,-
, , - .� �
,.� � ,
; : ��i�.,��=�_- �
� i�Kahaif M � der, AICP
� ��
� cc: Brian LaMont
Jean SmajstrIa
� KI�iP/amt
94854.1tr .
� � .
� PA�M BEACH, CORAL GABIES, FORT MYERS
� 901 NOnTHPOINT P�NKWnY, SUITE WEST PnIM BEACH, FIORtDa 33sa7 d�„/�
TEIEPHONE �07 686•1300. fAX a07 �.•8870 � I
S
A'ITACHMENT 1
� NORTON GALLERY 56
TRIP GENERATION CALCULATIONS
r
EYisting AveraQe WeekdaY Attendance
�
AVERAGE
� NUMBER OF D�,y
bfONTH DAYS ATTEND�.NCE aTTEND,�ICE
January 1994 16 3506 � 23S
� Jun� 1994 � IS SS7 49
34 4693 133
� Exi cina V hi le cu an
� �
OBSERVATION VEHICLES OCCUPANTS VEHICLE
� � � OCCUP�CY
� � 28/94 2:30 P'rt
1J @ 3 I1 3.67
� 11J28/94 @ 3:00 P:�t 3 6 2.00
1'J29/94 � 2:30 P!�i 2 5 2.50
� 17�29/94 � 3:00 PM � 4 2_00
10 26 2.60
� Exiskin�Averaie W�kday VehicIe Trips
(1) Patron Trips 138/2.60 z 2 = 106
� (2) Full-Time Employees 27 z 3 = 8 T
(3) Part-Time Employe�s & Volunteers 11 z 2 = 22
� (4) School Buses � 4 z 2 = �
217
Existing Facilitv Size
�
34,008 Square Feet Gross Floor Area (GFA)
� Eiistini Weekdav Dailv Tri� Generation Rate (per 1,000 S�
� 217/34.008 = 6.38 TE / 1,000 SF GFA �
� Existing Peak Hour Trip Generation Rate (per 1,000 SF�
1 �
27/34.008 = 0.79 TE / 1,000 SF GFA *
i" �
* Worst case - assumes all full-time employees arrive and depart during the peak hou
� . � � � . d
1 .
, Nuh I UN �;ALLERY ANU SCHOOL �OF ART , INC .
' GALL�RY ADh1IStiI0Nti
� J�NUAR1' 31 , 1�?9�4 57
� ATT `�D:;�VC�
DA7� Da�' IN NU�1E`h5
----------- -----------
1/1 SAT p
1/2 5UN �•?�
1/� h10N p
1 /�' TUE �?
1/5 WED 1 �' t Z�I
1/o THR ���
1/7 FRI ��:�
�
] /s sAT E��� 1C�b
1 /a SUN ?�,,z
1/10 f`10N ��
1/ 1 1 TUE Sr�;; .
� 1/1"_' WED 143
1/13 THR Za}; Zf�'l
1/1� FFI ?1��
i/is SaT ��U� �01
i/1�� SUN ,0�
1/17 MON p
1 / 18 TUE ?�31
1/1° WED ���
1/20 THR `9 � 260
1/21 FRI 200
1/22 SAT ��yp 140
1/23 SUN 2I0
1/24 MON • p
1/25 TUE 149
1/26 WED 191 ..
1/27 . THR 24� Z��
� 1/28 FRI 230
. 1/2° SAT y��'135
1/30 SUN 148
1 /31 MOr! p
l6 3ga� Z38
TOTAL MONTH OF
JANUARY 5,597
NOTE= ATTENDANCE INCLUDES MEM8ER5 AND SHOP ADMISSIONS.
�v�h � uiv vALLEhY ANl) 5CHOC�� OF ART , INC .
GALLERI' �Dt�tIS:.�IONti
TUNE 3� . 1994 58 �
:� � � tr�o;;NC�
�aTE oa�� � u vu���s`�s
----------- ----------- --------------
6/1 W`D ���
6/2 T�i; �� `S 3 S
6/3 FRI .���
0/4 S 117 ��
U/5 SUN .�04
o/o i tON � 0
6/7 TU` ?�
ui b t.;ED �`� 3y
G/9 THR 1;;
C FRI . ;^
G/1� ��T 1�7 ��
c/1? SU�I 11�
�� / 1 � MON p
6 / 1 �� TUE 50
<_�/ 15 t.;ED ?'` 5 I
0/1� iHR 10:
6/17 FRI 24
6/18 SaT Z0560
6/19 SUN 5�
6/20 MON p
6/21 TUE 53
0/22 WED 45
6/23 THR 38 � v
6/24 FRI 2?
6/25 SAT ��� 64
6/26 SUN 1 �� b4
6/27 MON p �
• 6/28 TUE 124
6/2° W�D 127 q(
6/30 THR 23
�� —
z�Y
-------
-- � �--- $8 � y9
TOTA� MONTH OF �
JUNE � 1,685
NOTE= ATTENDANCE INCLUDES MEMBERS AND SHOP ADMISSIONS.
.. . �
NORTON GALLERY
59
VEHICLE OCCUPANCY FIELD SITRVEYS
DATE . TI1�i �E OBSERVATIONS , _:
: VEHICLES OCCUPANTS
� � 12/28/94 2:30 PI�i � 1 2
1 5
1 4
12/28/94 3:00 Phi 1 1
1 2
. 1 3
12/29/94 2:30 Phi 1 3
1 2
12/29/94 3:4Q PI��i 1 3
1 1
C1p Cp
� I
a
. . 60
� APPENDIX C
61
- INTERSECTION ANALYSIS SHEET
TEQUESTA VILLAGE CENTER
TEQUESTA DRIVE @ OLD DIXIE HIGHWAY
(Exis[ing Geometry)
N S W E
Grow[h Rate = 2.SO�a o.s�y. a.as% 2.67y: WA 2soY.
Peak Season = 1.11
Buildout Year = 2003
Years = 5
AM Peak Hour
Intersection Volume Development
Northbound Southbound Eastbound Westbound
LT Thru RT LT Thru RT LT Thru RT LT Thru RT
Existing Volume (4/22/98) 124 178 40 21 298 68 74 208 232 56 193 15
Peak Season Volume 138 198 44 23 331 75 82 231 258 62 214 17
Background 156 224 50 26 374 85 93 261 291 70 242 19
% Pro)ect Treffic 0% 0% 10°�(i 15% 0% 0% 0% 45% 0'�0 10% 45% 15%
Project Traffic 0 0 13 19 0 0 0 57 0 3 15 5
Total 156 224 63 45 374 85 93 318 291 73 257 24
Critical Volume Malysis
No. of Lanes 1 3 0 1 3 < 0 1 1 1 1 1 0
A roach Volume 443 504 702 354
Per Lane Volume 156 96 0 45 153 n/a 93 318 291 73 281 n/a
North-South Cri6cal NB LT + SB TH = 309 56 LT + NB TH = 141
East-West Critical EB LT + WB TH = 374 WB LT + EB TH = 391
Maximum Critiml Sum 309 + 391 = 700
STATUS ? UNDER
PM Peak Hour
Intersection Volume Development
Northbound Southbound Eastbound Westbound
LT Thru RT lT Thru RT LT Thru RT LT Thru RT
6dsting Volume (4/22198) 17'I 299 68 44 237 93 102 275 159 81 308 69
Peak Season Volume 190 332 75 49 263 103 113 305 176 90 342 77
Background 215 376 85 55 298 117 728 345 200 102 387 87
96 Project Traffic 096 096 1096 1596 096 096 0'�6 4596 096 l0% 45% 1596
ProjectTra�c 0 0 8 11 0 0 0 34 0 20 92 31
Total 215 376 93 66 298 117 128 379 200 122 479 118
Gitical Volume Malysis
No. of Lanes 1 3 0 1 3 < 0 1 1 1 1 1 0
A roach Volume 684 481 707 7l9
Per Lane Volume 215 157 0 66 139 n/a 128 379 200 122 597 nJa
North-South Gitical NB LT + SB TH = 354 56 LT + NB TH = 223
East-West Critical EB LT + WB TH = 725 WB LT + EB TH = 501
Maximum Critica Sum 354 + 725 — 1,079
7/15Y99 1154
- INTERSECTION ANALYSIS SHEEI` -. C2
TEQUESTA VILLACE CENTER
TEQUESTA DRIVE @ SEABROOK ROAD
(Existing Geometry)
Growth Rate = 2.67%
Peak Season = 1.24
Buildou[ Year = 2003
Years = 6
AM Peak Hour
Intersection Volume Development
North6ound Southbound Eastbound Westbound
LT Thru RT LT Thru RT LT Th►u RT LT Thru RT
ExistingVolume(9/02(97) 18 73 18 82 79 19 14 217 S 16 151 68
Peak Season Volume 22 91 22 102 98 24 17 269 6 20 187 84
Background 26 106 26 119 115 28 20 315 7 23 219 99
°/a Pro�eci Traf(ic 0� 0'�6 S% 10% 0% 0% 0% 25% 0% 5% 25% 10%
ProjectTraKic 0 0 6 13 0 0 0 32 0 2 9 3
Totai 26 106 32 132 115 28 ZO 347 7 25 228 102
Critical Volume Malysis
No.oflanes 0 � 1 0> 1 <0 0> 1 <0 0> 1 1
A roach Volume 164 275 374 355
North-South Critical NB LT + 56 TH = 314 56 LT + NB TH = 238
East-West Critical � EB LT + WB TH = 248 WB LT + EB TH = 4l9
Maximum Critical Sum 314 + 419 = 733
STATUS ? UNDER .
PM Peak Hour
Intersection Volume Development
Northbound Southbound Easthound Westbound
LT Thru RT LT Thru RT LT Thru RT LT Thru RT
Existing Volume (9/02/97) 25 48 30 33 3� 11 20 206 14 35 235 86
Peak Season Volume 31 60 37 41 46 14 25 255 17 43 291 107
Backgrouncl 36 70 44 48 54 16 29 299 20 51 341 125
'yo Project Traffic 0% 096 596 1096 096 096 096 25% 0% 596 25% 1096
Project Tra�c 0 0 4 8 0 0 0 19 0 10 51 20
Total 36 70 48 56 54 16 29 318 20 61 392 145
Gitical Volume Analysis
No.ofLanes 0 1 1 0>� 1 <0 0> 1 <0 0> 1 1
roach Volume 154 126 367 598
North-South Gitical NB LT + SB TH = 168 SB LT + NB TH = 126
East-West Critical EB LT + WB TH = 421 WB LT + EB TH = 457
Maximum C�tical Sum 168 + 457 = 6�
�/zsY9v t2:a�
\ .
� 63
' - INTERSECTION VOLUME CALCULATION SHEET
TEQUESTA VILLAGE CENTER
OLD DIXIE HICHWAY @ BRIDGE ROAD
(Existing Geometry)
Growth Rate = 2.41%
Peak Season = 1.18
Buildout Year = 2003
Years = 4
AM Peak Hour
Intersection Valume Development
North6ound Southbound Eastbound Westbound
LT Thru RT LT Thni RT LT Thru RT LT Thru RT
ExistingVolume(7/22/99) 0 378 33 65 773 0 0 0 0 5 0 12
Peak Season Volume 0 446 39 77 912 0 0 0 0 6 0 14
Background 0 491 43 84 1,003 0 0 0 0 6 0 16
% Project Traffic 0% 10% 5% 0% 10y6 0% 0% 0% 0% 5� 0% 0%
Project Tra�c 0 13 6 0 3 0 0 0 0 2 0 0
Total 0 504 49 84 1,006 0 O 0 0 8 0 16
PM Peak Hour
Intersection Volume Development
Northbound Southbound Eastbound Westbound
LT TMru RT LT Thni RT LT Thru RT LT Thru RT
Existing Volume (7/22/99) 0 477 47 4'1 373 0 0 0 0 40 0 34
Peak Season Volume 0 563 55 48 440 0 0 0 0 47 0 40
Background 0 6'19 61 53 464 0 0 0 0 52 0 44
% Project Traffic Oio 10% 5°i6 096 10% 0% �% �9b 090 Sg'o 0% 0%
Project Traffic 0 S 4 0 20 0 0 0 0 10 0 0
Total 0 627 65 53 504 0 O 0 0 62 0 44
. . . 7/29/99 11:49
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****************************************************************
File Name ................ OLDBRIAM.HCO
Streets: (N-S) OLD DIXIE HIGHWAY (E-W) BRIDGE ROAD
Major Street Direction.... NS
Length of Time Analyzed... 60 (min)
Analyst ............... _. PTC
Date of Analysis.......... 7/29/99
Other Information......... YEAR 2003 PM PEAK HOUR.
Two-way Stop-controlled Intersection
Northbound Southbound Eastbound Westbound
L T R L T R L T R L T R
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
No. Lanes 0 2< 0 1 2 0 0 0 0 0> 1< 0
Stop/Yield N N
Volumes 627 65 53 504 62 0 44
PHF .95 .95 .95 .95 .95 .95 .95
Grade 0 0 0 0
MC'S (o) 0 0 0 0 0 0 0
SU/RV' s( o) 0 0 0 0 0 0 0
CV's (o) 0 0 0 0 0 0 0
PCE's l.l l.l l.l l.l: l.l l.l 1.1
------------------------------------------------------------------------
Adjustment Factors
Vehicle Critical Follow-up
Maneuver Gap (tg) Time (tf)
------------------------------------------------------------------
Left Turn Major Road 5.50 2.10
Right Turn Minor Road 5.50 2.60
Through Traffic Minor Road 6.50 3.30
Left Turn Minor Road 7.00 3.40
65
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****************************************************************
WorkSheet for TWSC Intersection
--------------------------------------------------------
Step l: RT from Minor Street WB Eg
--------------------------------------------------------
Conflicting Flows: (vph) 276
Potential Capacity: (pcph) 1003
Movement Capacity: (pcph) 1003
Prob. of Queue-free State: 0.98
--------------------------------------------------------
Step 2: LT from Major Street SB NB
--------------------------------------------------------
Conflicting Flows: (vph) 553 -
Potential Capacity: (pcph) 865
Movement Capacity: (pcph) 865
Prob. of Queue-free State: 0.89
--------------------------------------------------------
Step 3: TH from Minor Street WB Eg
--------------------------------------------------------
Conflicting Flows: (vph) 1618
Potential Capacity: (pcph) 123
Capacity Adjustment Factor
due to Impeding Movements 0.89
Movement Capacity: (pcph) 109
Prob. of Queue-free State: 1.00
--------------------------------------------------------
Step 4: LT from Minor Street WB EB
--------------------------------------------------------
Conflicting Flows: (vph) 1618
Potential Capacity: (pcph) 98
Major LT, Minor TH
Impedance Factor: 0.89
Adjusted Impedance Factor: 0.89
Capacity Adjustment Factor
due to Impeding Movements 0.89
1�tovement Capacity: (pcph) 87
--------------------------------------------------------
66
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Intersection Performance Summary
F1owRate MoveCap SharedCap Avg.Total Delay
Movement v(pcph) Cm(pcph) Csh(peph) Delay LOS By App
-------- ------ ------ ------ ------------ ------ ---------
WB L 9 8 7 > > �
229 17.9 C 17.9
WB R 19 1003 > > �
SB L 97 865 4.7 A 0.4
Intersection Delay = 0.5
6�
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****************************************************************
File Name ................ OLDBRIAM.HCO
Streets: (N-S) OLD DIXIE HIGHWAY (E-W) BRIDGE ROAD
Major Street Direction.... NS
Length of Time Analyzed... 60 (min)
Analyst ................... PTC
Date of Analysis.......... 7/29/9g
Other Information......... YEAR 2003 PM PEAK HOUR
Two-way Stop-controlled Intersection
__________________________________________
Northbound Southbound Eastbound Westbound
L T R L T R L T R L T R
- ---- ---- ---- ---- ---- ---- ---- ---- ----
No. Lanes 0 2< 0 1 2 0 0 0 0 0> 1< 0
Stop/Yield N N
Volumes 627 65 53 504 62 0 44
PHF .95 .95 .95 .95 .95 .95 .95
Grade 0 0 0 0
MC'S (o) 0 0 0 0 0 0 0
SU/RV's (o) 0 0 0 0 0 0 0
CV's (o) 0 0 0 0 0 0 0
PCE'S 1.1 1.1 1.1 1.1 1.1 l.l l.l
--------------------------------------------------
Adjustment Factors
Vehicle Critical Follow-up
Maneuver Gap (tg) 'rime (tf )
--------------------------------------------------
Left Turn Major Road 5.50 2.10
Right Turn Minor Road - 5.50 2.60
Through Traffic Minor Road 6.50 3.30
Left Turn Minor Road 7.00 3.40
68
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****************************************************************
WorkSheet for TWSC Intersection
---------------------------------------------
Step l: RT from Minor Street Wg EB
------------------------------------------------
Conflicting Flows: (vph) 346
Potential Capacity: (pcph) 925
Movement Capacity: (pcph) 925
Prob. of Queue-free State: 0.94
-------------------------------------------------
Step 2: LT from Major Street Sg Ng
------------------------------------------------
Conflicting Flows: (vph) 692
Potential Capacity: (pcph) 729
Movement Capacity: (pcph) 729
Prob. of Queue-free State: 0.91
---------- ------------------ EB
Step 3: TH from Minor Street Wg
-------------------------------------------------
Conflicting Flows: (vph) 1216
Potential Capacity: (pcph) 212
Capacity Adjustment Factor
due to Impeding Movements 0.91
Movement Capacity: (pcph) 194
Prob, of Queue-free State: 1.00
-------------_-------------------------------------
Step 4: LT from Minor Street Wg Eg
----------------------------------------------------
Conflicting Flows: (vph) 1216
Potential Capacity: (pcph) 1��
Major LT, Minor TH
Impedance Factor: 0.91
Adjusted Impedance Factor: 0.91
Capacity Adjustment Factor
due to Impeding Movements 0.9I
Movement Capacity: (pcph) 162
-----------------------------------------------------
69
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********************************�*******************************
. Intersection Performance Summary
F1owRate MoveCap SharedCap Avg.Total Delay
Movement v(pcph) Cm(pcph) Csh(pcph) Delay LOS By App
------=- ------ ------ ------ ------------ ------ ---------
WB L 72 162 > > >
246 29.0 D 29.0
WB R 51 925 > > >
SB L 62 729 5.4 B 0.5
Intersection Delay = 2.5
�a
AVAILABIL�'Y OF UTILI'��ES
LETTERS �ROI� UTILITY
AGEI�CI�S
��yV1RON1� �1
4
w �
Loxahatchee River District �
� ��
� �� �
2500 Jupiter Park Drive, Jupiter, Florida 33458-8964 �
� .,
Telephone (561) 747-5700 Fax (561) 747-9929 . � � �b
e-mail: ospreyQa loxahatcheeriver.org v xi �
Ricliard C. Dent, Executive Director
°? 1971 Zsl
Award Winning
Regional Wastewater Facifiry
JLlly 21, 1�9 Best in Nation, E.P.A.
Best in State, D.E.P.
Emily O'Mahoney, Vice Pres.
George G. Gentile & Assoc., Inc.
675 W. Indiantown Road, Suite 201
Jupiter, Florida 33458
RE: Tequesta Village Center
Palm Beach County, Florida
. Dear Ms. O'Mahoney:
This letter is provided in response to your recent request concerning sanitary sewer service
availability for the subject project.
Please be advised that, as of this date, sanitary sewer servioe can be made available to the
subject property upon the joint execution of a Developers Agreement and the payment of
certain costs in accordanee with the District Rules. Copies of the Developer Agreement and
Chapter 31-10, F.A.C., are available for your review.
Such developer agreement may require approval of the District Governi.ng Board, and will be
reviewed for consistency with Comprehensive Plan elements, and District service
committments with the Village.
Consistent with District policy, the Developer will be responsible for all costs associated with
connecting to the existing wastewater system of the District.
I have attached an estima.te of the number of equivalent connections this project would
require for service, based upon the information provided in your July 9, 1999 correspondence
to the District.
Sho d uire additional information on this matter, do not hesitate to contact me.
,
Sincer u
C��
Richar .
�xecutive Director
Joseph O. Ellis Loring E. °'Snag" Holmes Richard C. Sheehan Jeff Rich Matt H. Rostcek
Roard Member Board Member Chairman Roard Member Board Member
�z
Tequesta Village Center
Equivalent Connection Calculations
Buildin�A F 'S
Retai18,202 sf 820
Office 9,581 sf 7.18
Restaurant est. 50 seats 3.00
Restaurant est. 75 seats 4.50
B �' ing B
Retail 9,650 sf 9.65
Office 16,727 sf 12.54
BuildingS
Civic, Govnt.,Cult.
17,000 sf. 12.75
B ii1 ing D
Retail 6.93
Civic, Museum 15,804 sf 11.85
Office 8,874 sf �
TOTAL 83.26
Current Sanitary Sewer Connection Rates are $1383.00 per equivalent connection.
, r�r�cc��7 ll .co ro a.nvi� rn�i•i CIYUIIYCC1C11`IU 'T �Ol JfJ JGOG IYII.nC! I
��LC.SO[J�TH TELECOMMUNICATIONS, YNC.
ENGIN��RING DEAARTM�NT 73
20Z1 SU. MYGYTAR'Y TRAIG
WEST PAI,M B�ACH� I�L 33415
OFFICE N 5bt-439•9110
FAX N 561-4b4-3494
PACSr11���,� TRANS�►dl1'TAL SHEET
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2021 SO. MIGITARY TRAIR
WEST PAI.M BEACH. FL 33415
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10435 Ironwood Road
Palm Beach Gardens, FL 33410
Adel h�a Fax ne (561) 627 75
p (561) 627-1266
July 14, 1999
Ms. Emily O'Mahoney, A�LA
George S. Gentile & Associates, Inc.
675 W. Indiantown Road
Jupiter, FL 33458
Re: Tequesta �Ilage �enter
Cable Concurrency/LOS
Dear Ms. O'Mahoney:
This letter is to confirm Adelphia's availabitity of service to the above-mentioned
property.
Upon availability, please �end a set of proposed or approved plats that would indicate
where utility easements �re located for our design staff.
Thank you and we look fc.rward to serving your property.
Si rel ,
La ry Lewis II �
Construction Supervisor
Cc: Rob Frierson
C:WIy DocumeMslDocumentsWew Con. Availability�Tequesta Vlg CMr.dx
' Equal Opportunity Employer
@7/2@/1999 �9:12 561-575-5245 PUBLIC WDRKS FAC PAGE 01
76
VILLAGE QF TEQUESTA
V'VATER DEPARTMEN'r
�"° Post O�ce Boz 3474 • 136 Bridge Road
7equesta, Florida 33469-0474 • (561.) 575-6234
Fax; (561) 575-62a5
JuJy I9, �999 SENT VIA FACS�M�LE & 1ST
C�,ASS MAIL "
Ms. Ezn�iy O'Mal�oney, AFLS
Vxce �resid�ttt •
George G. Gentile & A.ssvc��tes, Latadscxpe �lrchiteets & Planner
675 V�. Iandianto�vn Road, Suite 20I
7upiter, FL 33�58
�tE: Tequesta Viilage Center; Stormwatcr, Patab�e W�t�x,
Public WorXc,s Co�xcur.re�ney s»d Level of Service (LOS)
Dear Ms. O'Mahoncy:
The SitE Developme�.t �'�an az�d surve�y for the abovc referenced project laave bee� reviewed.
Pleas� eansider this transz�aittal a valid Concur�ency and Lev�l of Service statement. ,A.s a
servic� provider, the Village o� Tequesta k,ezeby states; "Titere is s►afficient �otable watez,
storrz�water a,r�frastructure, and public works facilities to acc4�odate youz p�au�n.ed deve�opment
in regards to Concurrency and Levol of Service.
Should you require additional inforrziatioza., please �ee� Pzee to contact me at 575-6260.
Sincerely,
I /,!/
/ •" �'I. i./ p ` - � ' w,(,:+.�i.L�- , .
�tthe . Mo�'rison
�7tx�xties Dixector
1V�JM/mk
c: Scott D. Ladd, Director, Cvnr�ax�unxty pevelopment
comapoadmcc,c7Csopie.a. � s.9A
Raya3e0 Payc:
.. o ... _'. " __. . . _ . . _ "' " " .... ..�� ���'. .�. � y ....v�. ......�
77
,I� Fiprida Powsr & Lipht Company
II�
Ft�L
July 15, 1999 '
Emiiy O'Mahoney. ASLA
• George G. Gentile & Associates .
675 West Indiantown Rd Suite 201
Jup�er, Florida 33458
Re: Tequesta Viilage Center
Your request of July 7, 1999
Dear Ms. O'Mahor�ey:
�� This is to confirm that, at the present tim�, FPL has sufftcient capacity bo provide electric serviCe to the above
captionect property. This service wifl be fumished in accordance with applicable rates, rules a�d regula6ons.
Please provide ihe final site plan, site survey and electrical load data as soon as possibte so the necessary
eng�eering qn beqin.
Early cornact with FPL is essentia{ so that resources may be schectuted to facilitate availability of service
when required,
Sincerely, ,
.�....�
�
Michael t3ardr�er
Distribution Senior Designer
an FPL Group Compa�y
�s
TEQUESTA VILLAGE CENTER
(MESSLER & ASSOCIA'TES PROJECT No. 99-031)
WATER MANAGEMENT CALCULATIONS
� �
�-- � � �% � �
Al �`rto T u �ga, .E.'
F� rida P' No. 46196
19
PROJECT : TEQUESTA VILLAGE CENTER
DATE : 6/17/99
SURFACE WATER MANAGEMENT ANALYSIS
1. LAND USE DATA (AREA IN AC.) IMPERV. PERVIOUS
-------- --------
A. BUILDING PAD 1.36
B. WATER SURFACE (LAKE OR CANAL) 0
C. PAVEMENT/DRIVEWAY/WALKWAY 2.94 ,
D. GREEN SPACE 0.53
--------------------------------------
TOTAL 4.30 0.53
TOTAL SITE AREA = 4.83 AC.
2. SOIL STORAGE
AVERAGE GROUND ELEVATION = 19.00 FT.
WATER TABLE ELEVATION = 6.00 FT.
DEPTH TO WATER TABLE = 13.00 FT.
FROM S.F.W.M.D. MANUAL N, CUMMULATNE WATER STORAGE = 8.18 INCHES
SOIL STORAGE "S" = 0.90 INCHES
3. RAIryFALL INTENSITY
100 YEAR 1 DAY = 11.7 " 100 YEAR 3 DAY = 15.90 "
25 YEAR 1 DAY = 9.3 " 25 YEAR 3 DAY = 12.64 "
10 YEAR 1 DAY = 7.6 " 10 YEAR 3 DAY = 10.33 "
5 YEAR 1 DAY = 6.5 " 5 YEAR 3 DAY = 8.83 "
g0
4. WATER QUALITY
A. COMPUTE THE FIRST INCH OF RUNOFF FROM THE DEVELOPED PROJECT :
= 0.40 AC-FT'.
B. COMPUTE 2.5 INCHES TIMES THE PERCENTAGE OF IMPERVIOUSNESS:
i. SITE AREA FOR WATER QUALITY PERVIOUS/IMPERVIOUS G4LCULATIONS ONLY :
= TOTAL PROJECf - (WATER SURFACE + ROOF)
= 3.47 AC.
ii. IMPERVIOUS AREA FOR WATER QUALITY PERVIOUS/IMPERVIOUS CALCULATIONS ONLY :
_(SITE AREA FOR WATER QUALII"Y PERVIOUS/IMPERVIOUS) - PERVIOUS
- 2.94 AC.
iii, PERCENTAGE OF IMPERVIOUSNESS FQR WATER QUALITY :
IMFERVIOUS AREA FOR WATER QUALITY
_ ----------------------------------- X 100%
SITE AREA FOR WATER QUALITY
= 84.73 %
iv. FOR 2.5 INCHES TIMES THE PERCENTAGE IMPERVIOUS :
= 2.12INCHES �
v. COMPUTE VOLUME REQUIRED FOR QUAt_ITY DETENTION :
= INCHES TO BE TREATED *(TOTAL SITE - IAKE)
= 0.85 AC-FT.
C. THE VOLUME 0.85 AC-FT. CONTROLS FOR QUALITY DETENTION
5. MINIMUM FINISHED FLOOR ELEVATION
A. MINIMUM FINISHED FLOOR ELEVATION SHALL BE CHECKED AGAINST
100 YR. 3 DAY STORM W/ ZERO DISCHARGE
B. TOTAL RUNOFF IN INCHES Q:
( P - 0.2S)^2
P + 0.8S
- 14.87 INCHES
C. TOTAL RUNOFF VOLUME :
= 5.99 AC-FT.
81
VOLUME STORED IN DCFILTRATION TRENCH DCCEEDS 25Y 1 DAY STORM:
360 LF DCFILTRATION TRENCH STORAGE 4.67 AC-FT
RUNOFF MINUS VOLUME STORED IN DCFILTRATION TRENCH:
= 1.32 AC-FT.
D. FROM STAGE-STORAGE COMPUTER PRINOUT, STAGE AT 1.32 AC-FT.
IS = 20.06 Ff".
6. TOTAL RUNOFF 25 YR. - 1 DAY
A. TOTAL RUNOFF IN INCHES Q:
( P - 0.2S)^2
P + 0.8S
= 8.30 INCHES
C. TOTAL RUNOFF VOLUME :
= 3.34 AC-FT.
VOLUME REQUIRED TO BE STORED IN DCFILTRATION TRENCH
BY VILLAGE OF TEQUESTA ENGINEERING
T�QUESTA VILLAGE CENTER g2
STAGE - STORAGE COMPUTATIONS
----------------------------
----------------------------
2.94 AC • .53 AC
STAGE PAV/SW OPEN TOTAL
FEET STORAGE STORAGE STORAGE
NGVD AC-FT AC-FT AC-FT
* 22 = 22
�* *�
�t�� *tt
x���t *�:t�
*���� 18.5 ����* 18
----------------------------------------------------
18 0 0 0
18.5 0 .02 .02
19 .11 .07 .18
19.5 .42 .15 .57
20 .95 .26 1.21
20.5 1.68 .41 2.09
21 2.63 .6 3.23
21.5 3.78 .81 4.59
22 5.15 1.06 6.21
STAGE VS STORAGE
----------------
----------------
STAGE
FT-NGUD
22 *
21.5 *
21 *
20.5 �
20 *
19.5 *
19 *
18.5 * �
18 *______+______+___°=+______#______+______+______+______+______+______+
0 1 2 3 4 5 6 7 8 9 10
STORAGE (ACRE-FEET)
83
TEQUESTA VILLAGE CENTER
(MESSLER 8c ASSOCIATES PROJECT No. 99-031)
EXFILTRATION TRENCH CALCULATIONS
� "��� �'� � �
�� �� �
- ` e . uniga, P.E.
loric�a F�` No. 46196
***��*****�***�����*�*�**�**��***�****�*****� $4
** South Florida Water Management District **
** EXFILTRATION TRENCH ANALYSIS **
*��****�****�****�***�****���*�***�****�*****
** October, 1987 **************** S.Cooper **
l. INPUT INFORMATION:
�*���*��*��*����*�� - Surface
Paving and Backfill
*************** - Top of Trench
* *
� *
* O * - Pipe Invert
WSWT --------*-------------*--------- WSWT
*******�******* - Bottom of Trench
Width
Exfiltration Trench Cross Section
This project: TEQUESTA VILLAGE CENTER (EAST)
Date: 7/28/99
Hydraulic Conductivity (cfs/sq.ft.-ft.head)= .0016
Average Wet Season Water Table (FT-NGVD): 6
Pipe Invert (FT-NGVD): 11.5
Top of Trench (FT-NGVD): 16.5
Bottom of Trench (FT-NGVD): 10.5
Trench Width (FT): 6
Overflow Elevation (FT-NGVD): 19
2. SUMMARY OF ACCEPTED DESIGN CHARATERISTICS
Exfiltration Trench Depth (FT): 6
Saturated Trench Depth (FT): 0
Un-Saturated Trench Depth (FT): 6
Exfiltration Trench Width (FT): 6
Head acting on Trench-H2 (FT): 8.5
3. SUMMARY OF ACCEPTED RESULTS
* Required Length of Exfiltration Trench * (FT): 104.2642
Volume Exfiltrated and Stored over 1-hour (AC-FT): 1.67
Proposed Length of Exfiltration Trench (FT): 160
Vol. Exfil. and Stored in Prop. Trench (AC-FT): 2.56272
COMMENTS:
� THIS IS CONSIDERED DRY PRETREATMENT
* REFERENCE SFWMD VOL.IV: June,1987 Edition
REVIEWED BY:ATZ
*�**���*�**�********�***�*�*�********�**�**** gs
** South Florida Water Management District **
** EXFILTRATION TRENCH ANALYSIS **
****��*******�******�**�***�***********��**�*
** October, 1987 **************** S.Cooper **
1. INPUT INFORMATION:
******************* - Surface
Paving and Backfill
****�********** - Top of Trench
* *
� �
* o * - Pipe Invert
WSWT --------*-------------*--------- WSWT
*************** - Bottom of Trench
Width
Exfiltration Trench Cross Section
This project: TEQUESTA VILLAGE CENTER (WEST)
Date: 7/28/99
Hydraulic Conductivity (cfs/sq.ft.-ft.head)= .00104
Average Wet Season Water Table (FT-NGVD): 6
Pipe Invert (FT-NGVD): 11.5
Top of Trench (FT-NGVD): 16.5
Bottom of Trench (FT-NGVD): 10.5
Trench Width � (FT): 6
Overflow Elevation (FT-NGVD): 19
2. SUMMARY OF ACCEPTED DESIGN CHARATERISTICS
Exfiltration Trench Depth (FT): 6
Saturated Trench Depth (FT): 0
Un-Saturated Trench Depth (FT): 6
Exfiltration Trench Width (FT): 6
Head acting on Trench-H2 (FT): 8.5 �
3. SUMMARY OF ACCEPTED RESULTS
* Required Length of Exfiltration Trench * (FT): 158.1889
Volume Exfiltrated and Stored over 1-hour (AC-FT): 1.67
Proposed Length of Exfiltration Trench (FT): 200
Vol. Exfil. and Stored in Prop. Trench (AC-FT): 2.1114
COMMENTS:
* THIS IS CONSIDERED DRY PRETREATMENT
* REFERENCE SFWMD VOL.IV: June,1987 Edition
REVIEWED BY:ATZ
. j: ,_._.,.,� �:ii i.._. ,�7�j JL:i-11-9� 1C:[%<;:l� r2yE [
/'
86
� PROFESSlONAL ENGINEERING A�dD INSPECTION COMPANY, INC.
1(i�)t ClP:�P.f��KC�!�rF.SI�E 11: M.+r;'cR,FLQF1,1+. 1)/SA �� /4:•i:V9
EXFfLTFtAT10N TEST
� SOUTH FLGRIDA WATcR �•tqPiAGEMENT UISI�RICT i
USUAL dPcPti HOLE TEST
Cl:u,�;: 1<<1Z Teq�.i?ct� Froperties, Inc c/o �1ess�er � G. �e Pcrforrneil. i/Z 1/99
I�SSOLidtCS, 1nC.
Pro;t:ct: iequesta Plata Tequesta, Flarida Tes; Location: II�-1 (see ma�j
Or�er No:: ?0273
SOIL PROFII.E �' � Tan l.imc� cc w/Sand
1 R
Tan Sand
2
Deptn (fI) 3 _
4 -
Gray Sand
5 —
6 �-
i
1�ater Tahle greater than 6.OQ' Below Grade
cA�cuu�rior�s �
Q Ground Surfar_e
�..`►_t
_ �-- - 3
� H? F: = HYC� �r!J�K rONDUCTIVITr 1.6�X � � CFS/F� - fT. Hc?.G
Vlat�r Table
' d q = 'jTA.g:�!ZcD' f104; PATE .t)�12i �FS
f1 �i = c�,��;�TER 0� tE5r HOLE .511. FFE �
US
-�:-
Flev. "A" N.= L't? i H TO WATER Tr1BLE 6� I�E�T
�� I t� S�rl.�^�TEO HOLE OEPT►t 0 40 FEET
EIF:' '�' ; i�st Deplh) E.�� F:tT
4�
f: _ _. .
- d(2H; + �H + H
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t�FlZ!! (561) 7�6•75W.
ct� Paul H. Danforth, P.E. - FI. Reg. tt�(4653
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PROFESSIONAL ENGINEERING AND lNSPECTION COMPANY, INC.
10011UPfTER7l�i'MOgI`�E.S�ATEI�A H.�'tTFR,FLOpJbA3)459 55t•7{6•7698
EXF1LTt�AT14N TEST
SOUTN FLORIDA WATER MANAGEMEPIT DISTRICT
USUAL OPE�i HOLE TEST
Client: 1MZ Tequesta Properties, Inc c/o hiessler & Date Performed: 7/?,1I99
Associates, lnc-
Project: Tequesta Plaza, Tequesta, Florida Test Location: _ HC-3 (see �T�ap)
Order No:: 20z73
SOIL PROFILE � 7an Limerockw/Sand
� _.
Gray 5ard
z —
Depth (R) 3 __
a
Tan Sand
5
6 ��
Water Table greater than 6.00' Below Grade
CALCULATIONS .
Q �round Surface •
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. Hz � K= N'rDP,AUUC CONDUC7IVITY 1. x 10 cFSr� -�r. H��
�, Water Table cT;,gILIZED" FLOW RATE .05t42 l'fS
Q -• �
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OS >6.00 FEET
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Elev. A"
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°-PEICO; 5Ci1 7�6 7698; Ju1-22-9� �:15Ff.,�; P��� 3!4
PROFESSfQNAL ENGINEERING AND INSPECTION COMPANY, INC. $g
t00�M'�ikKr��rc�;��vt,�rtiia lI.�ITEP,.FLOWO� 3l�se 55t•7�6J69b
EXFILTRATION TEST
SOUTN FLORIDA YlATER MANAGEMENT DISTRICT
USUAL (}PEN HOLE TEST
Ckient: )MZ Tequesta Properties, Inc do Mess!er & Uate Ferforme�: 7/�2199
Assodates, Inc.
Project: Tequesta P(aza, Tequesta, Florida 7e LocaGon: HC (_cc map)
-- .�
Order ��o:: 20Z73
SOIL PROFILE �' Tan Limerotkw/Sand
� �
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, _
L
Depth (ft) 3
4
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6 �'
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ca�.cu�AT�oNs
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TEQUESTA VILLAGE CENTER
(MESSLER & ASSOCIATES PROJECT No. 99-031)
PIPE SIZE CALCULATIONS
.:�-
� ���
�
b�rt , uni�a�
Flori P� No. 46196
s2
07-28-1999
MESSLER & ASSOCIAT.,INC. PROJECT : TEQUESTA VILLAGE (E) C1 = 0.90 C2 = 0.00 C3 = 0.00 N= 0.013
STORM FREQ. = 3
ZONE = 10
DRAINAGE AREA ELEV. OF H.G. HYD.
STRUCT (ACRES) TOTAL INLET INVERT EL. PHY.
FROM LENGTH INGR SUB. SUB.T TOC TOF INTEN. TOTAL R.O. ELEV UPPER LOWER FALL DIA. SLOPE VEL. CAP. N
TO (FT) TOT. (CA) (MIN) (MIN) (CA) (CFS) (FT) END END (FT) (IN) % (FPS) (CFS)
1 0.20 0.20 0.18 18.49 18,48 0.01 0.014
2 45 10.00 1.08 6.81 0.18 1.23 19.65 16.50 16.40 0.10 18 0.220 0.69 1.2
--------------------------------------------------------------------------------------------------------------------------------
2 0.92 1.12 1.01 18.48 18.39 0.09 0.086
3 110 11.08 0.87 6.57 1.01 6.62 19.30 11.50 11.50 0.00 24 0.000 2.11 6.6
--------------------------------------------------------------------------------------------------------------------------------
3 0.27 1.39 1.25 18.39 18.24 0.15 0.116
4 130 13.22 0.88 6.17 1.25 ?.72 19.40 11.50 11.50 0.00 24 0.000 2.46 7.7
--------------------------------------------------------------------------------------------------------------------------------
4 0.12 1.51 1.36 18.24 18.16 0.08 0.131
5 60 14.10 0.38 6.02 1.36 8.19 20.00 15.50 15.40 0.10 24 0.170 2.61 8.2
--------------------------------------------------------------------------------------------------------------------------------
5 0.14 1.65 1.48 18.16 18.06 0.10 0.153
6 65 14.49 0.38 5.96 1.48 8.85 20.00 15.40 15.30 0.10 24 0.150 2.82 8.9
--------------------------------------------------------------------------------------------------------------------------------
6 0.00 1.65 1.98 18.06 18.00 0.06 0.150
7 40 ' 14.87 0.24 5.90 1.48 8.77 19.54 15.30 15.25 0.05 24 0.130 2.79 8.8
--------------------------------------------------------------------------------------------------------------------------------
� 93
07-28-1999
HESSLER & ASSOCIAT.,INC. PROJECT : TEQUESTA VILLAGE (W) C1 = 0.90 C2 = 0.00 C3 = 0.00 N= 0.013
STORM PREQ. = 3
ZONE = 10
DRAINAGE AREA ELEV. OF H.G. HYD.
STRUCT (ACRES) TOTAL INLET INVERT EL. PHY.
FROM LENGTH INCR SUB. SUB.T TOC TOF INTEN. TOTAL R.O. ELEV UPPER LOWER FALL DIA. SLOPE VEL. CAP. N
TO (FT) TOT. (CA) (MIN) (NIN) (CA) (CFS) (FT) END END (FT) (IN) $ (FPS) (CFS)
--------------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------------
1 0.65 0.65 0.58 16.20 16.13 0.07 0.031
2 220 10.00 2.89 6.81 0.58 3.98 19.10 11.50 11.50 0.00 24 0.000 1.27 4.0
--------------------------------------------------------------------------------------------------------------------------------
Z 1.18 1.83 1.65 16.13 16.00 0.13 0.206
3 64 12.89 0.33 6.23 1.65 10.26 18.00 14.10 14.00 0.10 24 0.160 3.26 10.3
--------------------------------------------------------------------------------------------------------------------------------
. 94
PREPARED BY AND RETURN TO:
Peter S. Holton, Esq.
Jones,Foster, Johnston & Stubbs, P.A.
. Post Office Box 3475
West Palm Beaeh, Florida 33402-3475
RECIPROCAL PARKING EASEMENT AGREEMENT
This Reciprocal Parking Easement Agreemenf (" Easement Aqreement is
effective M/t�z�t i� , 1999, and is entered into by and between Village of
Tequesta ("Tequesta"), JMZ Tequesta Properties, Inc., a Florida corporation ("JMZ")
and Tequesta Business Associates, a Florida general partnership ("Associates")
(collectively, the "Owners").
RECITALS:
A. Tequesta owns title to the real property described in Exhibit "A" hereto (the �
"Tequesta Parcel"); JMZ owns title to the real property described in Exhibit "B" hereto
(the "JMZ Parcel"); and Associates owns title to the real property described in Exhibit
"C" hereto (the "Associates Parcel"). The Tequesta Parcel, the JMZ Parcel and the
Associates Parcel are hereinafter each called a"Parcel" and hereinafter collectively
called the "Parcels." �
B. The Parcels are contiguous to each other.
C. The Owners wish to enter into this Easement Agreement.
NOW THEREFORE, for valuable consideration, the parties agree as follows:
1. Recitals. The recitals set forth in Paragraphs A through C above are true and
correct.
2. Easement Grant � Tequesta. Tequesta hereby grants to each of the other
Owners, and their respective customers, patrons, tenants, licensees, invitees and
mortgagees, a non-exclusive easement over and through the parking areas, driveways,
drive aisles, sidewalks and walkways (if any) now or hereafter constructed on the
Tequesta Parcel for parking and for pedestrian and vehicular access to a�d from the
parking spaces (if any) now or hereafter located on the Tequesta Parcel.
95
� 3. Easement Grant bv JMZ. JMZ hereby grants to each of the other Owners and
their respecfive customers, patrons, tenants, licensees, invitees and mortgagees, a
non-exclusive easement over and through the parking areas, driveways drive aisles,
� sidewalks and walkways (if any) now or hereafter constructed on the JMZ Parcel for
parking and for pedestrian and vehicular access to and from the parking spaces (if any)
now or hereafter located on the JMZ Parcel. "
. 4. Easemenf Grant by Associates. Associates hereby grants to each of the other
Owners and their respective customers, patrons, tenants, licensees, invitees�and
mortgagees, a non-exclusive easement over and through the parking areas, driveways.
drive aisles, sidewalks and walkways (if any) now or hereafter constructed on the
Associates Parcel for parking and for pedestrian and vehicular access to and from the
parking spaces (if any) now or hereafter located on the Associates Parcel.
5. Access Between the Parcels. Nothing contained in this Easement Agreement
shall be deemed to require direct vehicular access between the Parcels and no Owner
shall be required to provide driveways or other vehicular access points befween its
Parcel and the other Parcels to accommodate the passage of vehicles directly between
the Parcels. Each Owner shall, however� provide for direct pedestrian access between
its Parcel and the other Parcels so that pedestrians may directly access each Parcel
from the other Parcels. J
6. Owner's Mainfenance Obligation. Each Owner shall maintain or cause to be
maintained those portions (if any) of ifs Parcel which are used for parking and for
access to and from such parking in good condition, including the maintenance, repair
and replacement of all paved surfaces in a reasonably level, smooth condition, the
maintenance, repair and �epfacement of all curbs, curb parking stops, cuts, parking
spaces and the striping of all parking spaces. The condition and mainte�ance of
parking areas and access points thereto shall comply with all codes and regulations
pertaining thereto.
7. Relocation of Parking and Access Structures: Development of Parcels. Each
Owner shall have the right to change, from time to time, in accordance with applicable
ordinances, rules and standards of Tequesta, the location of access lanes, driveways,
curbs, sidewalks, walkways and parking spaces located on their respective Parcels.
This Easement Agreement shall not be deemed to prohibit a reduction in parking
spaces or an elimination of all parking spaces on a given Parcel if such reduction or
elimination is otherwise permitted under all applicable codes, standards, ordi�ances
and regulations. The Owners acknowledge that access for parking on a given Parcel
may be temporarily restricted, from time to time, because of activities associated with
constn�ction on such Parcel or special events. The Owners agree that they shall not
reduce, expand or alter improvements now or hereafter located on their respective
Parcels in reliance upon the use of each other's parking spaces to meet any minimum
2
96
parking space requirements of any applicable law. This Easement Agreement shall not
restrict or otherwise adversely affect each party's ability to develop its own Parcel, e.g.,
an Owner's right to use the other Owners' Parcels for parking shall not impose a
requirement on the other Owners' Parcels to maintain more than the minimum number
of parking spaces allowed if this Easement Agreement did not exist. The Owners
acknowledge that the improvements which currently exist on the Tequesta Parcel and
the JMZ Parcel will be demolished and that, as of the date of this Easement �
Agreement, there are no specific plans for the development of the Tequesta Parcel or
the.JMZ Parcel. No Owner shall have the right to object to the development ofi a Parcel
or to the construction of improvements on such Parcel based solely on this Easement
Agreement.
8. Attorneys' Fees. In the event of any litigation (including appellate proceedings)
arising out of or in connection with this Easement Agreement and the rights,
responsibilities and obligations contained hereunder, the prevailing party shall be .
entitled fo recover from the losing party, its reasonable attorney's fees and costs.
9. Appurtenant Easements. The covenants, restrictions, easements, burdens and
limitations imposed and created by this Easement Agreement shall burden the Parcels
a�d shall nan with and benefit and shall be appurtenant to each of the Parcels.
10. Partial Invaliditv. If any term, covenant, or condition of this Easement Agreement
shall be held to be 'invalid or unenforceable, the remainder of this Easement Agreement
shall not be affected thereby and each remaining term, covenant and condition shall be
valid and enfo�ceable to the fullest extent permitted by law.
11. Modification. This Easement Agreement may only be modified or amended upon
written agreement of all parties hereto. `
12. Municipat Ordinances. Nothing contained in this Easement Agreement shall be
construed to limit, effect or annul any municipal ordinances or rules as they apply to or
effect any of the Parcels, except as expressly provided herein.
13. Governing Law. This Easement Agreement shall be construed under the laws of
the State of Florida.
14. Suecessor and Assigns. This Easement Agreement shall be binding on. the
Owners, their successors and assigns.
SIGNATURES ON NEXT PAGES
3
97
Signed, sealed and delivered Tequesta Business Associates, a
in the presence of: Fiorida general partnership
By: Tequesta Corporate Center Partners,
Inc., a Florida corporation, its general
partner
,
By:
Prin am • S '� s�� - Herman J
�`'� � Its: President
Print e:�.GU;s J< .S�„th
By: Tequesta Realty Corp., a Florida
corporation, its general partner
� , Q 1� 7 � : � .
By: ,
Print � me: S � Louis N. Feibel
� Its: President
�
Print me:,�K, s J� 5,,,�7�'�
STATE OF � �oNi � oc. �
COUNTY OF ������ ''
The foregoing instrument was acknowledged before me this � day of
, 1999, by Herman Jeffer, as President on behalf of Tequesta Corporate
Center Pa ers, Inc., a Florida corporation, gen ral partner of Tequesta Business
Associates, a Florida general partnership who: is personally known to me, or ❑ has
produced a driver's license as identification.
,
���
[SEAL] NOTA PUBLIC
,,,,, -
; �tiM�t� ; Sylvia L Hester
=r �._ MY COMMISSION 4 CC685469 D(PIRES
STATE OF FLORIDA �:;�,:o<: �n�ry 2Q 2002
''"' ►�'' BONDED iHRU TROY FAIN INSURANC'� INC
COUNTY OF PALM BEACH ���~���`''��
� The foregoing instrument was acknowledged before me this I��, day of
4
98
— , 1999, by Louis N. Feibel, as President on behalf of Tequesta Realty Corp.,
a Florida oration, general partner of Tequesta Business Associates, a Florida general
partnership who: ❑ is personally known to me, or �ias produced a driver's license as
identification.
�
�.
[SEAL] NOTA PUBLIC �
Sylvia L Hester
:: ��� �:= MYCOMMISSION � CCb85469 D�IRES
;, �a � lanuary 1� 200Y .
��%pl' BONDED iHRU TROYFNN INiURAI'!� INC
t
5
99
JMZ Tequesta Properties, Inc., a Florida
corporation
By:
Print Name: Its: President -
Print Name:
ATTEST: (Corporate Seal)
Secretary
STATE OF FLORIDA
COUNTY OF PALM BEACH
The foregoing instrument was acknowledged before me this day of
, 1999, by , as on behalf of JMZ
Tequesta Properties, Inc., a Florida corporation who: ❑ is personally known to me, or ❑
has produced a driver's license as identification.
[SEAL) NOTARY PUBLIC
.
6
100
Village of Tequesta
By:
Print Name: Its: _
Print Name:
STATE OF FLORIDA
COUNTY OF PALM BEACH
The foregoing instrument was acknowledged before me this day of
, 1999, by , on behalf of Village
of Tequesta who: ❑ is personally known to me, or � has produced a driver's license as �
identification.
[SEAL] NOTARY PUBLIC
N:1PSIi�TEQUESTA�PARKING.REC
♦
7
101
Niclf�A�T' '�"
LLGAL DCSCRIP"I'ION
P/1RCEL NU. 1
C,Y[NG tN SLC"I'ION 30,
'fOVI�NS[�{IP 40 SOUT[-(, RANGE 4� EAST
A PARCC?L OF LANU I_YWG W SLCT[ON 30, T'OWNS[-{I(' 40 SOU('[-i, RANGG 43
EnST, E�At,M [3I�nC:({ GUUNT�', ('LORIDA, [3G[NG MORE PARTICUi_ARC.Y
DESCRI[3CD AS' FOLLOWS:
C'OM1�4GNCWG A'I' THL- P01NT OI' INTERSECT[ON OF TI-IC CCNTERLINC Of
STATE ROAD NO. 5(US H[GE�WAY NO. 1) W[TH THE SOUTH L[NE OE
SECT'ION 30, T'OV��T.iSHtP 40 SOUTH, RA,NGE 43 EASZ'; THENCE NO[tT(-f
03°54'SS" CAST (BASIS OF QEARINGS), ALONG TH� SA1.D CENTCRLINE, `A
UISTANCE OF G95.55 FEE"!' 'CO A PO[NT ON THE EASTCRLY CX7'ENSION O�
THE NORTEI RlGHT-Or-WAY LINE O� BRIDGE ROAD (['CR DCCD BOOK 1( GG,
PAGC SS2 0[� THE I'U[3LIC RECORUS OF ['ALM f3EAC[-{ COUNTY, FLORIUA);
THENCE SOUTH 89 WE�T, ALONG SA[D CASTERLY EX"['ENS[ON AND
SA.ID NORTf-� R[G[ i,[NC, A DIST'ANCE O� G73.37 I'EET T'O THE
PO[NT OF BCGINN(N(�; THCNCE CONT[NUC SOUT�{ 89 WCS1', ALONG
SAID NORTH RIGHT-OF-WAY L,[NE, A DISTANCE OF 203.2 t FEET; THENCE
NOP.TH 00°l3'OS" WEST, A DIS�'ANCE OI' 224.57 FEET; THENCE NORTH
89°4G'SS" EAST, A DISTANGE OF 2G3.52 FEET; TI SOUTH 18°43'13" WCS'f,
. A DISTANGC OP 87.10 �rET TO T[-iE I3EGI�]N[NG O{� A CURVC, 13CING
GONCAVE TO 'CHE EAST AND HAV[NG A RADtUS OE !30 FEET; THENCE
SOUTHERLlr' ALONG THL ARC OF SA[D CURVE THROUGH A CENT'RqG
ANGLE OF 18 FOR AN ARC LE�GTH OF 42.97 PCCT; TI{ENCE SOU"['N
0°13'05" EqST, A DISTANCE OP 74.99 Fi:ET; THENCC SOUT[-[ 44 WFST, A
� DIST'ANCE OC 35.3G FEE1' TO TI-IE Ppt�vT Or BEGINN(NG.
. �x�tl��T ,�� ,� 102
� L�GAL U�SCRII'�'IUN � � r
GO f�OU'I' RIGt!"C-UI��WAY C'C)NN[:C'I'tNG . �
� 131t(I)GI: IZOAD "I`O `I�EQUI:S�'A UItIVE; . _ .
A YARCL'L Of� LAND LYIN.G [N SECCION 3U. T01�VNSt�1(P �IU SOUTi1, RANGG -{; EAS'f I?ALtii.�
' BEACF( CUUN'1'Y, F•,LO�RIDA. BEING MORE PARTICULARLY DESCRfI3ED AS �ULLOtiVS: .• :
C:OMl�1CNC(NG A'i"I"Hfi POIN"[' Of.IM'E�RSECTION O� THE CEN"ILRLINC UF S'CIi'IZ ROF:u NQ.
�5 �US HIGHWAY NU. 1).\Vl"I'11'fl�lE SOUTH LINE O� SECT(ON��U.1'O�'VNSlill' ac1 SC)l!T'[1. � � .'
EtANGE: �1.i.f:AS'l;'f11ENCE NOR"['Fi U3°S�l'SS" EAST' (E3ASlS OI� I3EARINGS.), AL:ON¢:�'�'( -
CCNiLIiLINE, A UIS"1'ANCE OFG`IS.551�LE'I'TO A POINT.UiQ CX7�MSI(�N:Of ..
� THE NORT1i RIG1t"i'-QF-�1/AY L.INE OF E3RIDGE ROAU (PER DECU BOQK �1 I.GG: RAGE.;5S1:.OF��
T(iC PUDLIC R6C0[t[)S OF PAI,M BL'AC!{ COUN"CY. FLORIDA);'I'HGNCE SOU`i'I�`�ty°*i(� 5.5" ,'. .
'WES'I', ALONG SAID EAS'fERLY EXTENS[UN AN.D SAID NO[tTH R[G[iT-0E-\VA'?'�LINE��l�'��.
DISTANCE OF�S(,�.�7 FECTTO THC POINTOF E3EG.lNNlNG, THENCE NORTH 45°t3Y15" WES'1'. A•
DIS'TANCE OF :i.5.3G FEFT; Tt�IENCF NORTH UO° I l'(15" «�EST, A D(S"1'ANCE U� 7�3.9�7 FE�.f 'I'O � �
� T(tE BEGINNING U(' A CURVE, BEING CONCAVE TO Tl{E EAS"C AND. IIAVING A,RAE�IUS O�
7U.(l(1 FEE'f; TI�iENCG NORTl�IERLY ALONG THE ARC OF SAID CURVE 7'NROUGI I A�CENTRAL .
• ANGLE OE= 18°�(i IR",-FOR AN ARC LENGTEI OC' 23.14 f•T:ET: TI�GNCE NORTI�! 12{°�{_i') i" [iAS1'. A
p(S �rnNC�: or• i�� .19.FCCT'I'O'fHE OEGINN[NG.O� A CURVE, [3EING CONCAl�E'1'OTflE � .
�VCST AND HAVING A RAUIUS 0[' 13U.(X) PGL'"i'; THENCE NOR�'EIERLY ALON(i l'l lCi ARC O�
SAID CURVG'I'NROUGf�( A CENTRAL ANGLE OF lR°SGIS", �UR AN ARC LENG"7'll OF -{2.47
PE�T; TF�ENCE NORT[t UU°13'US" WEST, A DISTANCE OF 74 �Iy.FEC1':'I'f{CNCE NOR"fll: _ .
��1°�37'17" CAST: A DIS'('ANCC OP i5.3G PEET TO A POINT UN l'E1L SUUTii R[Gf i"T-0E-WAl: � � �
1.INE Of TCQUES'1'A DRIVI: (PCR O�f ICtAL RECORD IIOOK-GG25, YAGE's 3U3 OF'('HE {'Ut3LIC ..
RL'COftUS OF PALM C3GAC!-[ COUN'I'Y. fLORIDA);'I'HENCG SOUI'f{ ft�)°-t7'�1(1 wcsr ��,oNG
SAID SOUTH R1GI-f'I'-O('-W�IY LINL, A UISTANCE 0[? S2.IG fGG'I"I'O'['H�' E3L:'GINN(NG�OF A� �
CUR�'C. [3GfNG CONCAVE TO'1'l�IG SOU"I'H AND.HAYING A RAD[US O(� 3QS.UU f�ET: Tf fENCE:
W['sS"i'�RLY ALONG "1'HE ARC Of SAID CUR\/E TNR�1UGfi A CCI�I'RAL ANGI.C�4� 1 I°55'1�3",�
�OR AN ARC L�NG'['H OFG3.aG C'EE�';'I'I�ENCE DEPARTING SAID SOU'ff{�RICH1'-Of-�VA�'
� LINE SOU"I'H 51 ° 1O' 1)" EAST,. A D[STANCE OF 38.83 FEET; THCNCL SOUTN (kl° 13'OS" CAST, A
UISTANCE OF 18.97 CEETTO'I'f{E BEOINNiNG OF A CURVE, t3EtNG CONCAVETQ'f.HE �VEST �
AND I�AVING �A RADIUS OF 7U.00 fCET; THENCE SOUTHERLY ALONG'1liE ARC OP S.AID �
CUR.VE'I'HROUGI i A CENTRAL ANGLE OF lR°SG(R", FOR AN ARC L:ENCfI l U� 2i,1-1 FEET';.: �
'i'FlENCE SOU1't�l ltt°�33'l�3" WEST, A DISTANCE OF (73.I9 FCrT'('Q THE BEGINNlNG Ut� �A' ��. �
CURVE, BEING CONCAVE'I'O TNE EAST AND NAVfNG A RADIUS OF 1:1U.UU fEET':l'�iENC�. .
$OU't[{ERLY ALONG T1{E A[ZC�OF SAI[� CU[tVE THROUGI l A CEKI'RAL ANGLC SJf '!!i°SG'��R": ��
('OR AN ARC LENGT[ i OF �12.97 FEET; TI iCNCE SOU'CFt U(�° 13'tl5" EAS1'; A D(STANCE C�F 7�3:9�)
('EET;'1'HENCE SOUTH.�3;1°�3G'SS" WEST, A DISTANCE OF 35.1G-FEGT �A PO[NTON'I'(iE
NORTH R[GH'C-0E-WAY OF SAID �RIDG['s ROAD; Tf�ENCE NORT�,1 89 EASI', AI:ONG . �
SAID, NOR'I'H RIGi{T-0E-�VAY LINE, A Df�1'ANCC Oi� 1!U.OU FEET:TU TI�iE POINT OF ..
�� ,,D�G.INN[NG_, . . �.� � � � .
ISici - " ...:...""............ . . . . . ...c�., . '
103
Ex�fi��T "�''
� - � LEGAL DESCRIPTION
PARGEL NO. 2
�� LYING IN SECTION 30,
TOWNSHIP 40 SOUTH, RANGE 43 EAST �
A PARCEL OF LAND LYING IN SECTION 30, TOWNSHIP 40 SOUTH, RANGE 43
EAST, PALM BEACH COUNTY, FLORIQA, BEING MORE PARTICULARLY
DESCRiBED AS FOLLOWS:
:
COMMENCING AT THE POIN't OF INTERSECT[ON OF THE CENTERLINE OF
STATE ROAD NO. 5(US HIGHWAY NO. l) WI'TH THE SOUTH LINE OF
SEC'I'ION 30, TOWNSHIP 40 SUUTH, RANGE 43 EAS"I'; TI�NCE NORTH
03°_54'SS" EAST (BASIS OF BEARINGS), ALONG THE SAID CENTERLINE, A
DICTANCE OF 695.55 FECT TO A POINT ON THE EASTE�LY EXTENSION OF
THE NORTH R[GHT-OF-WAY LINE OF BRIDGE ROAD (PCR DEED BOOK 1 1G6,
PAGE 552 OF THE PUIILIC RECORDS OF PALM BEACH COUNTY, FLORIDA);
THENCE SOUTH 89°46'S5" WEST, ALONG SAID EASTERLY EXTENSION ANU
SAID NORTH RIGHT-OF-WAY LINE, A DISTANCE OF 876.58 FEET; THENCE
NORTH 00° 13'OS" WEST, A DISTANCE OF 224.57 FEET TO THE POIN'T OF
BEGINNING; THENCE CONTINUE NORTH 00°13'OS" WEST, A DISTANCE OF
96.49 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY L1NE OF
'� TEQUESTA DRIVE (PER OFFICIAL .RECORD BOOK 6625, PAGE 302 OF THE
PUF3LIC RECORDS OE PALM BEACH COUNTY, FLORIDA); THENCE ALONG
SA1D SOUTHERLY RIGHT-OF-WAY LINE FOR THE NEXT TWO (2) COURSES,
NORTH 67°59'40" EAST, A DISTANCE OF 231.34 FEET; TO THE BEGIPdNING OF
A CURVE, BEING CONCAVE TO THE SOUTH AND HAVING A RADIUS OF 305
FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE
t THROUGH A CENTRAL ANGLE OF 9°52'46", FOR AN ARC LENGTH OF 52.59
FEET; THENCE DEPARTING SAID RIGHT-OF-WAY SOUTH 51 ° I 0' 19" �AST
ALONG A NON-RADIAL LINE, A DISTANCE OF 38.83 FEET; TEiENCE SOUTH
00° 13'OS" EAST, A DISTANCE OF 68.97 FEET TO THE BEGINNING OF A CURVE,
BEING CONCAVE TO THE WEST AND HAVING A RADTUS OF 70.00 FEET;
THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAL ANGLE OF 18°56' 18 ", FOR AN ARC LENGTH OF 23.14 FEET;
THENCE SOUTH 18°43' 13" WEST, A DISTANCE OF 86.09 FEET; THENCE NORTH
89°46'S5" EAST, A DISTANCE OF 263.52 FEET TO TI-� POINT OF BEGINNING. �'
SAID PAl�CEL CONTAINS 1.0022 ACRES MORE OR LESS, SUBJECT TO
EXISTING EASENIENTS OF RECORD.
9R-0G 1(9R(Ki 1-P2.LGCiAI.)
CUNN[NC�HAM L�t DURI�NC;E Consulting Engineers, Inc.
� � �xxrBrr ��c��
104
I.EGAL D�scRIM�ION
OF
TEQU�STA ASSOCIA'T�S PARCEi.
A PARCEL OF LAND LY[NG IN SECfION 30, TOWNSHIP 40 SOUTH, RANOE 43 �
EAST, pALM BEACH COUNTY� PLORIDA, BEING MORE PARTICUI,ARLY DESCRIBED
A9 FOLLOW3: �
FROM THE POINT OF INTERSECTTON OF THE C:�'NTER LINB OF STATE ROAD NO. S
(U.3, HIdHWAY NO. 1)� W1TN'T� 30UTH LME OF SECTIO�N 30,BF.AIt NORTH
03o54'SS" EAST, AIANG SAID CENf'fERI,INE, A DISTANCE OF 69S.S5 FEET; THENC&
HEAR 90UTH a9o46'SS" WEST. ALONG TNE NORTH RIQH'I'-Of�-WAY LME OF BRIDGE
ROAD AND ITS EASTERLY EXTENSION� A DISTANCE OF l76.58.FEET TO THE POtNT
OF BFAINNING; THENCE CONTINUE SOU'TH 89o46'SS" WEST, ALONG SAID NORTH
RIGHT-OF-WAY LINE, A D[STANCE OF 94.23 FEBT, TO THE INTERSECTION WITH TFIE
EASTERLY RiQHT-0E-WAY LINE OP OLD DIXIE HIC3HWAY� A3 RECORDQD IN ROqD
PLAT BOOK S, PADE 146, PAI.M BEACH COUNTY PUBLIC RECORDS; THENCE BEAR
NORTH 56013'43" WEST� ALONG SAID EAS'TERLY RIGHT-OF WAY L1NE, B�iNG THE
CHORD OF A CURYB HAVING A RADIUS OF 25.0 FEET, A DI3TANCE OF 27'.95 FEET;
THENCE BEAItNORTH 22014'20" WES?, ALONG SAID SAS�RLY RIdNT-0E-WAY
L1NE, A DISTANCE OF 219.67 FEET; THENCE CONTINU� ALONO SAID EASTFRLY
R1aHT-0E-WAY LINE, ON A BEARING OF NORTH 22032'40" EA3T, B�ING Tf� CKORD
OF A C[IRVE HAYING A RAlliUS OF 25.00 FEET, A D[STANCE O� 35.43 F6ET TO THE
INTERSF.CT[ON WITH THE SOUTHERLY RIdHT-0P-WAY LINE OP TBQUESTA DR1VE;
TT�iENCE BEAR NORTH 67oS9'40" EAST, ALOTfG 3AID SOUTHERLY RiGHT'-0E-WAY
LINE, A D[STANCE OF 2Q0.25 FEET; THENCE HEAR SOVTH OOo13'OS" EAST, A �
DIS'r`ANCB OF 32637 FEET TO TI� POINT OF BECf1NNINCi;
SUF3.JECT TO AN EASEMENI' OF THE WE3T 10.00 FEET OF THE ABOVE DESCRIBED
PROPERTY CON'fAM1NG 2295 SQUARE FEET (O.OS ACRES) MORE Ol� LES9. .
SAtO LANDS SITUA'TE, LY[NG AND HEING IN PALM BEACH COUN7Y, FLORIDA.
3UB]ECT T'O ALL PER'1'INENT MATTERS OF ItECORD.
THB AFORES�IID PARCEL CONTAINCNG ACRES,1�(ORE OR [.�SS
alrc-�or�ljw�u2.aes
� 105
Pltl:l'ACtlill �3Y AND RE'1 URN 1'0:
James M. l3lackburn, Esq.
1G>'1'equcsta 1)rive, Suite 12-�
'l'eyuesta, I�l. 334C9 �
RF;CIPRUC:AL PARKING EASEMENI' AND DRIVE�VAY EASCMENI' ACREF,M�;N'I'
'I'his Recipr�ca! i'arking Easement and Drivcway Easem4nl ll�recm�nl (" E�LSCl11Cll t
Agrccmcnt"), is cffective ^ __�,/J,��?c+if %C, /�'i j ,1999, and is cntcrcd into by and bctwccn 1MI
'I'cqucsta Propertics, lnc., a I�lorida corporation ("JM"L") and Nations�3ank, N.A., <i nat.iunal h�nkin�
�issociation ("Nations�3ank") (cotlectively, the "Owners"). '•
RECITALS:
n. ,1MZ owi» litle lo thc real prop��rty dcscribed iti Exhibit "A" hcrcto (the "JMZ Parcel"); and
NationsE�uiik, as successor to Liarnett Dank of Palrn f3each Counly, c>�vp� ti�lc tc� the; real
rrorerty ciescrihed in l;xhibit "B" hereto (the "Nati�nsDank Parcel"j. The JM'/_ i'arc:cl and
lhc NationsBank Parccl arc hcrcinatZcr each collcctivcly calicd a"Parccl" aitd hcrcinallcr
collectively calted the "Parcels."
[;. 7'he parcels are conti�uous to cach other.
C:. Tlle; Owners wisli to cnter into tliis Easement Agrecment.
NUW "111t:IZ�f�ORL, Cor v�luable consider�tion, the parlics �gcee a� follc�ws:
1. Rtcilals. Thc rocitals sel forth in Paragraphs A lhrough G abovc arc lcuc �nil corrccl and a�•e
incorporatcd herein by this ref.erence.
2. Easzmcnt Grant h,Y iMZ. JMZ hereby grancs to NationsBank and its � 'CSPCCIIVC CUSt0Il1CCS
patr�ns, tcnancs, cmployccs, agcnts, licensees, invitecs and mortga�ccs, a non-cxclusivc
cascmcnt (subjcct to matters of public record; however, I�ML represents ilil(� W:tl'1';i11�S �U
NaliorisBank tl�at thcrc are no liens or mortba�es encumbering ti�e JM"/.. �'arcel) over �n�i
throu3h thc parking areas, driveways, drive aisles, siciewalk.s and walhw�xys (if any) now or
hcrc�Eler c;antilructecl on the JMZ Paree) forparking and for rede;strian an�l vchicut:�r:tcces�.
3. Fa,sement Gr�nt bv NdtipnsBank� NationsBank hereby grants lo JM'L ancl its r4speclivc
custnmers, palrons, terianls, employees, agents, licensees, icivitecs and cnortsabcc;s, a noi�-
cxclusivc cascmcnt (subjcct to matt�rs of public record; liow�vcr, Nations�ank represcnts
and warraiits to JMZ that thcre are no liens or mortgages encumbcring tlie Nationst3ank
Parcel) over and through the pa�•king areas, driveways, drive aislcs, sidewalks and walkways
(if any) now or hereatter consttuctecl on the NatiousDank Y. ar.cel for parkin� aixt f�r
pe:acstrian and vehicular access.
4. Vehicul.�r Access Bctween the Parccls. In consideration for Nat.ic�ns[3ank'� joinder in und
exccutic�n of lhc TER.'Vllh'ATTOV OF r��REF,NIENTS of cvcn cl�tte aiiiun�; J11•1l,,
l
106
Nativnst3.�nk, and Tequesta Business Associates, a Flori�a bcncca! p�trtn�rship
("Associates"), 1M7, abrecs to contia�ue tc� m:iintain a"!'wenty-Four (24) 1'oot ciriveway
eascmcnt �vnning essentially nocth and soulh Iror�1 Tequcsta I)rive tc� Bridbc }toad in
Tcqucsta, Fl�ricl� on thc cast Twenty-Four (24) fcct of the ,►M'I:. 1'arccl which ahuts th:.
NatioiisB<<nk Parcel (the "JJrivewdy Easement"). "fhis Driveway C��ciit�ttl is reserved by
JMZ for itself, its cuslomccs, patrons, tenants, employccs, agcnts, liccnsees, invitces and
mortga�;ecs and is grantcd to NationsBank anc] its customers, ratrons, tcn�infs, cmployecs,
a�cnls, liccnsccs, invitees and mortgagecs as a non-exciusive ve;hicular drivcw;iy For in�r�ss
.. ancl egress to and from Teyuesta Drive and Bridge R.oad from and to the respective JyIZ
Pareel and thc NationsAank Parc:el. JMZ agrees that NationsBank's existing access to this
Drivcway E:'sasement shall not bc blocked or im�►cded by JMZ without NationsF3�nk's writtcn
a�rcement, which agrccmcnt NationsBank a�rees not to unre�.sonably withhold.
NacionsDank acknowledges th�l JMZ cont�mplates demolicion of the �xistin� buildings on
the JMZ Parcel and construetion of new buildings thereon whiclt will result in relc�catian uf
parking s�aces �nd temporary disruption of the normal flow of traffic nn i.l�c 1�tT. Parcel
during cc�nstruetion, and NationsAank agrees to aecou�modate such conslruction a,�d
disruption so lon� as its access to and from tlte Nationsl3ank Parccl over the nrive�v�y
Easemcnt is not unreasonably detoured, restricted or impeded.
5. Pcdcstri.u� Access $etween the Parcels. Each Owner shall conti»uc to rrc►vicic ti�r dircct
peclesfrian acccss bctwcen its .Parcel and the Parccl of the other Owner so lhat pcdcstrians
may clirectly acccss cach Parcel from the other Parccl.
G. Uwt�er's M�inlenance Oblieation. Each Owner shall �maincain or cause to be maintained
thc�se p�rtions (if any) of its Parce( which are used for pazking and far acccss. 'l'hc can�ition
�tnd n�aintcnance of parkin� areas, and acccss, shall com�ly vvith aPplicablc: codes a�td
re�ulations peitaining chercto.
7. Relocation �FParkin�and Access Structures; �evelopment ol'Parcels. L'Jith the excention
of the Drivew��y Lascment created in para�raph 4 ahove, cach Uwner shull have the ribhl to
ehange, from time to time, in accordaneewith applieable ordinances, rulES ancJ standards c�t'
Tequcsta, the location of curbs, curb cuts, sidcwa(ks, walkways �r►cl parking spacc:s locatcd
, on their respective Parccl. This Easement Agreemenl shall not b� dccmed to prahibit a
reduc�ion in parking spaces or an elimination c�f all �arking spaces on u given Parcc:l i f sucl�
recluction or climination is otherwise perniilted undcr a1t ap�licable cc��lcs, standard5,
ordinanccs and regulations. The Owners acknowledge that access un a giveu Parcel may be
temporarily restrieted, from time t.o time, because of aetivicies assoeiated with eonstructic�n
on such P�rcel or spccial events, however, lhe Driveway Eas�ment shalt not be impaired as
set forth in paragraph 4 above. The Owners agree that they shall not reduce, ex��nd or alccr
improvements now or hereafter located on their respective Parcel in reli<<nce uran the use
of e;ach other's parking spaces ta meet any minimum parking �pacc; rcq��ircm�nts or any
ap{�licabl� law. 'fhis i=��.sement Agreement shall not restrict or nthc�ise aclvcrscly aCf�cl
each party's ahili�y to dcvelop its own Parcel, e.�. an Owner's ribht to usc the ocher Owner's
Pa�ccl I'or parking shall not imposc a rcquiremcnt on the other Owner's l�arc�l to iiiaintain
[IIUCL ��l:lil �l� lllllltlllllllt t1UU1Uf.0 OEUA1�C111� S�lc1CC5 c1�J.QWP.(� If 1I11S P, aSCmcnl Agr�cmcnt did
nol Cxist, Tt�e Owc,�rs aclu�owledge tl�at tlte improve�ucnts which cu.�xentl'y exist on the ):Vl"L
t'arccl (cxcept for the llriveway Easemant) will bo dernoli6hed an�l �ha� as u('tl�� clal� of tltis
�asement Agree�nalt, thcre arc no specific rlan� f�r the cicvclorment of the JMZ Parcel. No
2
Ow�tcr sli�tll havc the right to object to lhe cicvelc�rmcnt of a Parccl or to the conslruction of
i07
im�rovcmcnts on such Parcel based solely on this Easemcnt Abrccmcnt.
�. At�.ornc �y ' Fceti. In lhe event of any litigation (including a�pellale }��'uccedinS:s) arisinb out
of ur in connection with this Easemettt.Agreement �nd thc ri6hts, responsibititics an�.1
c�bli�ations contained hereunder, the prevailing party shall b� enti.tled to recc�ver fram the
losing party, its reasonable attorney's fees and costs.
). Ap�urtenant E�sement. Thc covenants, restrictions, easements, burdcns anci limitations
imposeci <ind created by this Easement Agreement shall burden the Pa�cels and shal) run with
and benefit and shall be appurtcnant to each of the Parcels.
IU. Partial Invaliditv. Ifany tern�s, covenant, or condition ofthis hasement A�re�ment shall be
helcl lc� be invali� or uncnforccable, the remaincier of this Easement Agrccmcnt shal I not h�
a('fc:ctcd. tllcrcby and eaoh remaining lerm, covenant and condition sliall he valid ancl
cnfurccablc to the £ullest exte��t permittcd by law.
I 1. Moilification. 7'his Easement Agreemcnt may only be m�di ('ied r�r an�endcd upon writtcn
agreement of all pa�ties hcreto, and recorded in the puhlic record� of Palm Bcach C'ounty,
Florida.
t2. Mwticipa) �linances. Nothing contained in this F;asement A�reement shall be canst.rued
to limil, effect or annul any munieipal ordinances or niles as thcy apply to or affect any af
thc 1'arccls, except as expressly provided herein.
1�. Govcrnin ���_v. This Eascmcnt Agreement shall be construed uridcr tlic laws of the S�atc
of 1� loricl��, ancl vcnue for any action arising wicler thi� Agr�en��nt shall bc iit thc cuurls ol'
['alm Beach Cuunty, Florida.
(4, Succctisor and Assi�ns. 'l'his Ea.sement Agrecmcnt shall be bindin� c�n tl►c nwners, their
succcssors and assigns.
�
15. N� C)edication. Nothing hercin shall be co�utrucd to crcate any ri�lits in the �e�eral puhlic.
Signecl, sealecl • t delivcred N�tionsBank, N. n., a national banking
� in lhe }�r � e o. association
BY� .. ..__ . � .. r�»t.�?�N�v
('rinl ��mc: s��.c � .c�
_�i�"?� .,��' ` Name: Monica �. Ammann..._...__
Print Name: iMo� M�L� Senior Vice President
Its: _...�_.....- --
7 .
�
108
S'1'A'1'6; OF FLORID
COUI�tTY OC' � � �l�h�� ,
I'he foregoin� instrument was acknowledged beForc mc this 7' c� �r ��G� ,/95�j
I�)�)�7, hy ��,��4..�,_f�,tiM 7�v P on be�h f of NationsBank, N.A.., a nacional
hanking assoctation, on behalf of the association; who: e'is persunally knowai to me, �r c� has
procluced a driver's license as identiCcation. .
.,
�Scal ...__ _�.
Law��a ,���, NOT RY PUBt.IC -.........
ZOOZ'8 �aqwanoN :S3li1dX3 :�•.... ��
EE6LSC �� � • . _
tv377r1w e��yys�'�� � JMZ Tequcsta Properties, lnc., a��lori�la ,
corporation
By: ___ _ ._ .
Nrinl Nartic: T+ Narrie: John i�t. Zuccarclli, lI(
Its: Presidcnt
. .. .. __ ......_...
Nrint Name: __.._._. _---._-
11'l'"i'I;S'f: (Corporatc Seal)
Scc:rclary ....._.... .._...
STATC UF .FI..0021DA �
�
CUUN'1'Y OF� .
'I'I�c t'orcboin�; insti•ument was acknowledged be.fore me this __, _. day of _.__ ___...._ ...,
19�)9, by lohn M. "Luccarelfi, I[l, and . , as President attd Secrelary respcctiv�ly
of JMZ Tcc�uesta Properties, lnc., a rlorida cor�or-�tion, on behalf of the cor�oralio�i; who: o is
p�rsot�ally knnwn to me, or a has proeiuced a driver's license as identification.
[Scal] NOTARY PUBLLC �
��
109
L"�I� "/�. ,�
LEG�1L DESCRII'TION
' f'ARC�L NO. � .
LYING IN SECT'IUN 30,
'T'OWNS��i[P 40 SUUTH, RANGE 43 EAS"I'
A PARCEL OE LAND LYING IN SECTION 30, TOWNSH[P 40 SOUTH, RANGE 43
EAST, PALM BEACH COUNTY, FLOR[DA, BEING MORE PARTICULARLY
DESCRIfiED AS FOLLOWS:
COMMCNCING A'T 1'HC ('QIN"1' OF INTERSECTION OF THE CENTCRLINE O�
STATE ROAD�NO. 5(US tdIGHWAY NO. 1) WITH THE SOU�'H LINE OF
SECTION 30, TOWNSHIP 40 SOUTIi, RANGE 43 EAST; THENCE NORTH
p3°54'S5" EAST (f3ASIS OF' I3EARINGS), ALONG THC SAID CENTLRLINE, A
DISTANCE OF 695.55 PEET TO A POINT ON THE EASTERLY EXTENSION OF
THE NORTH RIGHT-OF-WAY L1NE OF BRIDGE ROAD (PER DEED BOOK 1 16G,
PAGE 552 OF T!-�E PUI3LIC RCCORDS OF PALM EiEACH COUNTY, FLORIDA);
THENCE SOUTH 89°46'S5" WEST, ALONG SA1D EASTERLY EXTENSION AND
SA1D NORTI-I RIGHT-OF-WAY LINE, A DISTANCE OF 360.16 FEET TO THE
POINT OF BEGINNING; THENCE CONTINUE SOUTH 89°46'.55" WEST, ALONG
, SAID NORTF[ R[GHT-OF-WAY LINE, A DISTANCE OF 203.21 FEET; THENCE
NORTH 45°13'OS" WEST, A DISTANCE OF 35.36 FEET; THENCE NORTI-i
00° 13'OS" WEST, A DISTANCE OF 74.99 FEET TO THE BEGINNING OF A
CURVE, BEING CONCAVE TO THE EAST AND HAVING A RADIUS OE 70 FEET;
THENCE NORTHERLY ALONG THE ARC OF SA1D CURVE TEiROUGH A
CENTRAL ANGLE OF 18°56' 18", FOR AN ARC LENGTH OF 23.14 FELT; -
THENCE NORTH 18°43' I3" EAST, A DISTANCE OF 173.19 FEET TO THE
BEGINNING OF A CURVE, BETNG CONCAVE TO THE WEST AND HAVING A
RADIUS OF 130 FEET; THENCE NORTHERLY ALONG THE ARC OF $AID
CURVE THROUGH A CENTRAL ANGLE OF 18°56' 18", FOR AN ARC LENGTH
OF 42.97 FEET; THENCE NORTH 00° 13'OS"WEST, A DISTANCE OF 74.99 FEET;
THENCE NORTH 44°47' 17" EAST, A DISTANCE OF 35.36 FEET TO A POINT ON
THE SOUTHERLY RIGHT-OF-WAY L1NE OF TEQUESTA DRIVE (PER OrF1CIAL
'�� RECORDS BOOK 6625, PAGE 302 OF THE PUBLIC RECORDS OF PALM QEACH
COUNTY, FLORIDA); THENCE NORTH 89°47'40" EAST ALONG SAID
SOUTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 146.98 FEET; THENCE
SOUTH 00° l3'OS" EAST, A DISTANCE OF 279.06 FEET; THENCE SOUTH
03°54'S5" VVEST, A DISTANCE OF 150.00 FEET TO THE POINT OF BEGINNING.
� SAID PARCEL CONTAINS 1.9822 ACRES MORE OR LESS, SUBJECT TO
EXISTING EASEMENI'S OF EtECORD.
9R-OG 1(9R(K� l -P3.I..EC;AL.)
CUNNINGHAM & DUKRANCE Consulting Enginccrs, Inc.
I'it-I �
110
EXHIBIT B
LEGAL DLSCRIPTION
FOR A PORTION OF SfiCTION 30,
�� 1'OWNSHIP 40 SOUTH, RANG� 43 EAS'T' - .
NATIONSBANK PARCLL, �.K.A. .
I=IRST BtWK OF JUPiTER/TEQUESTA
IN THE VILLAGE OF TEQUESTf� FL. _
� A P�RCEL Or LAND IN SL-CT10N 30, TOWNSHIP 40 SOUTH, RANGE 43 EAST,
PALM BEACIi COUNTY, FLORIDA, CONSISTII�G OF PA�tCELS A, B, C, AND D,
EACH B�ING MORE PARTICULARLY DESCRIBED AS FOLLOVVS:
PARCEf.. "A''
PARCEL CONTROL NUM BER «�-�F}-�l)-�O-IX)�1)Ull-71
A PARCEU OF LAND IN SECTION 30, TOWNSHIP �0 SOU'fH, RANGG 43 EAST,
PALM BEACH COWi TY, FLORIDA, MORL PARTICULARLY DESCRIBED AS
FOLLOWS: �
F.ROM THE PO1NT OF INTERSL•CTION OF THE CENTERr.1Nfi` OF�STATE ROAD
�� NO. 5(US HIGHWA�I NO. 1) WITH THE SOUZ'H LINE OF SECTION 30,
TOVYNSHIP 40 SQUTI-i,�AI�GE 43 LAST, PALM BEACH COUNTX. FLORiDA
FROCEED NORTH 3°54'S5" EAST, ALONG THE SAID CENTERLTNE (BASI.S C)F
.Hl �AI�N,C�), A DISTANCE OF 695.55 FEET; THENCE SOUTH 89 WEST, A
DISTANCE OF 360.16 FEET TO A POINT IN THE NORTY-�.RIG� I.INE
OF BRIDGE ROAD; THENCE NO.RTH 3°54'S5" EAST, A DJSTANCE OF 150.00
, FEET; T�IIENCE NORTH 89°46'S5" E�ST, PARALLEL TO THE SAID NORTH
RIGHT�OF-WAY LINE OF BRIDGE ROAD A DISTANCE OF ] 50.00 FfiET TO THE
� POINT OF BEGINNING, THENCE NORTH 0° 13'OS WEST, A DISTANCfi OF 115.00
FEET; THENCE NORTH 89°46'S5" EAST, PAR.A.LLE� TO TH� SA.TU RIGHT-OF-
WAY LTNE OF BRIDGL- 1ZOAD, A DISTANCE OF 158.31 FEET TO THE
WESTF.RLY ILIGHT-OP-�'VAY LINE OF S�.ID STATE ROAD NO:'�5; THENCE
SOUTH 3°54'S5" WEST, AL01v`G SAID W�STERLY RIGHT-OF-'VYAY LINE Or
SAID STATE ROAD N0. S, A DISTANCE OF I IS.30 FEET; ?HENCE SOUT'H
89°46'S5" WLST, PARALLEL TO THE SA.ID NORTH RIGHT�OF-WAY I,�NE OI'
BRIDGE ROAD, A DTSTANCE OF 150.00 FEET TO THE POINT OF BEGINNiNG.
PARCEL "B"
,. PARC�L COI�TROL NUMBER 60-�3-40-30-00-000-7043
1
�
111
:
A PARCEL OF LAND lN SECTION 30, TOWNSHIP 40 SOUTH, RA1�GE 43 CAST,
PALM BE.ACI-i COUNTY, FLORIDA, MORE PARTICULARLY T�ESCRIBED AS
FOLLOWS; -
FROM THE INTERSFCTION OF THE CENTERLINE OF STAT� ROAD N0. 5(US °
HIGHWAY N0. l), W1TH THE SOUTH LINE OF SECTION 30,TOWNSHIP q0
SOUTH, R.ANGE 43 EAST, RUN NORTH 03°54'S5" EAST, ALONG THE SA1Q
CENTERLINE (t�A.57.4 OI' RI:41Z1'NG), A DI5TANCE OF G9S.55 FEfiT TO ITS
INTERSECTION W�TH THE fiX'TfiNSION EAST OF TI-�E NO2TH RIGHT-OF-WAY
LjNE OF BRIDGE ROAb; TF�ENCE SOUTH 89°4G'S5" WCST, ALONG 'THE
��• NORTH RIG�T-OF-WA'Y I.iNE OF DRIDGE RC1AD AND ITS:SAI.D BXTF.NSION
EAST, A DiSTANCE OF 360.16 �EET; THENCE NORTH 3°54'SS" EAST /1
DISTANCE OF 150.0 FEET; THENCE NORT� 89°46'S5" EAST, PAIL4L�L• L WITH
THE SAID NOR.TH RIGHT-OF-WAY LINE OF BRI.DGE ROAD, A DISTA,'�iCE OF
75.0 FEfiT TO THE POINT 0� BEGINNING; THENCE NORTH 0° 13'OS'' WEST, �
DIS"CANCE OF 115.0 �EET; THENCE NORTH 89°46'SS" LAST, PARALLEL WITH
I"HE SAID NORTH RIGHT-OF-WAY LINE OF BRIDGE ROAD, A DISTANCE OF
r 75.0 FL�T; THENCE SOUTH 00°13'05" EAST, A D�STANCE OF i�1S,0 FETT;
THENCE SOUTH 89 46 55 WEST, PARA.LLEL WITH SAIT� NORTH RIGHT-OF-
o � ��
WAY LTNE OF BRIDGE ROAD, A DISTANCE OF 75.0 FEfiT TO THE POTNT OF
BEGYNNiNG. _
PAI�CEL "C"
PARCEL CONTROL NUMAER 6U-43-40-30-00-000-704
A FARCFL OF I.AND IN SL-CTION 30, TOWNSHIP �0 SOUTH, Zt.ANCrE h3 EA�aT,
PALM II�ACH COUNTY, FLORTI�A, MORE PARTICCJLA.RLY UESCR7BEU AS
FOLLOWS:
" FROM THE INTERSECTION OF THE CTNTERLIN� OF STATE ROAD N0. 5(US
HIGHWAY N0. 1), WI7H THE SOCJTH LINE OF SA]D SECTION 30, TOWNSI3IP
q0 SOUT�, R.ANG� 43 EAST, RtJN NORTH 03°54'S5" EAST, ALONG SA117
G.EiYTE�I.TNE (13ASIS OFB :ARINGJ, A. DISTANCE OF 1,170.39 F�T (1,130.28
F�ET CALCrILATEn) TO AN INTERSECTION WITH THE EASTERLY
EXTENSION Ofi THE SOUTH RIGHT-OF-WAY LTNE OF TSQUESTA DRIVF;
T�-IENCE RUN SOUTH 89°�7'40" WEST ALONG SAID LXTENSIQN, A DISTANCE
OF 60.16 �'EET TO THE POINT OF BEGINNING; THENCC CONTINUE SOUTH
89°47'40" VVEST ALONG THE SOUTH RIGHT-OF-WAY LINE OF SAID
TEQiJ�STA ARIVE, A DISTANCE OF 320.52 FfiET; THfiNCC SOUTH 00° 13'OS"
EAST, A DISTANCE OF 169.07 FEET; THENCE NORTH 89°46'S5" EAST, ALONG
A I,INE 1VORTH O� AND PARALLEL TO THE NQRTJ3 RIGHT�4�-WAY LTNE OF
BRIDGE ROAD, A DISTANCE OF 308.31 FEET TO AN IN"CERSECTION WTTH
z
�.
112
� THE WEST' ttIGHT-OF-WAY OF SA1D STATE ROAD NO. 5(US � N0.
I); THENCfi NORTH 03°54'SS" EAST ALONG St�ID WEST
RiGHT-OF-WAY LINE A D�STANCE OF 1 G9.44 FEBT' TO 7'HE P4INT OF
BEGINNING. .
LESS:
�EING A PO�tTIVN OF LAND FOR A.DDITZONAL RIGHT-O�-WAY PURPOSES
FOR T�QUEST'A DR1VE, VILLAGfi OF TEQUESTA IN SECTION 30, TOWNSHIP
40 SOUT'�-I, RANGE 43 LAST, PALM BEACH COUNTY, FLORIDA, AND BEING
; MORfi PARTICULARLY DESGRIBED AS FOL�OWS:
COMMENCING AT A POTNT ON THE SOUTH LINE OF SAID S�CTION 30, SAID
POINT BEING T�TE INTERSECTION QF THE CENTERLINB OF RYGHT-OF-WAY
OF STAT� R0�1D N0. 5(US I-iIGHWAY N0. 1) WITH T#�iE SOUTH LINE OF SAIT�
SECTION 30: THENCE NORTH 03°23'S8" fiAST, ALONG SAID CENT�RI.INE OF
' RIGHT-OF-WAY (i3ASIS OFI3F..A1Z1NG), A DISTANCE OF 1,082.46 FEET; THENCE
� NORTH 8G°36'02" WEST, A DISTANCE OF 60.00 FEET TO A PO�NT ON THE
V1�STERLY LINE OF SA�D STATE ROAD 5 AS INDICATED IN OFFICIAL
, RECORD BOOK 536G, pAGE 966 Or THE PUBLIC TtECORUS OF PALM BEACH
COUNTY, FLORIDA AND 'Y'E� POINT OF BEGrINNEING; TFiENCE NORTH
43°37'S�" WEST ALONG THE i�ONG CHORD OF A 25 FOOT RADIUS, A
DISTANGE OF 36.59 FEET; TI�NCfi SOUTH 89°20'09" WEST, A DISTANCE OF
141.08 FEET; THENC� NbRTI� 85°3S'06" WEST, A DISTANCB OF 125.�8 FEET;
THENCE SOUTH 89°20'09" WEST, A I�IS`TANCE OF 26.72 FEET TO A POINT ON
THfi WES'TLRLY LINE OF SP►ID PARC�L NO. 14 (pARCEL D,CSCRI�3ED IN
UI�FICIAL RCCORDSBUOK z294, PAGE IS7G); THENCE NORTH 00°40'36" WEST
AI.ONG SAID WESTERL'Y' LTNE OF PARCEL N0. 14 (PARG�L DESCRIBED IN
UI+lIC1AL RECOltDSBDOK Z244, 1'AG� IS76), A DISTANCE OF 5.00 FEET TO A
POINT ON THE SOUT�TERLY LINE OF TEQUESTA DRIVE AS RfiCORDLD IN O.
R. ]3. (UFF'ICIAL Rh�CORDSBOOKJ 872, PAGE 257 OF SAID PUBLIC RECORDS;
� THENCE �IORTH 89°20'09" EAST ALONG SAID SOCJTHERL'SC LINE OF
� T'EQUESTA DRIVL, A DISTANCE QF 320.78 FEET TO A POTNT QF
� INTERSECTION WITH SAID WESTERLY LTNE OF STATE ROAU NO. 5; TI3ENCE
� SOUTH 03°23'S8" WEST ALONG SAYD W�ST�RLY L� OF STATE ROAD NO.
; 5, A DISTANCE OF �2.88 FEET TO THE POTNT OF BEGTT`1NING-
i
I PARCEL D
;
' PARCEL. CONTROL NLfMBER 60-43-40-30-UU-0U4-0050
3
i
rir.K �
��3
I
�� A PARCEL OF LAND IN SECTION �0, TOWNSHIP 40 SOUTH, I.tANGE 43 TAST,
PALM BEACH COUNTY, FLORIDA, MORE PARTI�ULARGY DESCR�BED AS
FOLLOWS; �
FROM THE PO1NT OF iNTERSECTIQN OF THE CENT�RI-1NL OF STATE ROAD `
NO. 5(US HIGI N0. l), WtTH THE SOUTH LINE OF SECT�ON
30,T4WNSHIP �0, RANGE 43 EAST, RUN NORTH 03°54'SS" �AST, ALONG'THE
SAID CENTERLTNE, A DISTANCL OF 695,55 FEfiT; THENCE RLIN SOUTH
89°46'S5" WEST, A DISTANCE OF 60.16 �EET TO A pOTNT CN THE WEST�RLY
R1GHT OF WAY L1NE O� THE SAID STATE ROAD NO. 5 AND THE POINT OF
BEGIYNING; THENCE CONTTNUE SOLTTH 89°46'SS" WEST ALONG THE NORTH
RIGHT-OF-WAY LTNE OF BRIDGE ROAD, A DISTAr10E OF 300,00 FEET;
THENCE RUN NORTH 03°54'S5" �AST, PARALLEL TO T1�E VVEST LINfi OF
STATfi ROAD NO. 5, A DISTANCL OF 150.00 rEET; TH$NCE NORTH
89°46'S5"EAST, PARALLEL TO THE NORTH LYNE OF $RIDGE ROAD, A
DIST'ANCE OF 300.00 FSET TO A POINT IN THE WESTERLY RIGHT OF WAY
LINE OF THE STATE ROAD NO. 5; THENCE ALONG SAID WEST RIGHT-OF-
WAY LTNE SOUTH 03°54'S5" WEST, 150 FEET TO TH� POINT O� IIEGINNYNG.
,,. TOGETHER WITH:
A PARCEL OF LAND IN SECTjON 30, TOWNSHTP �0 SOU'I'�i,�RANGL 43 EAST,
PA.LM BEACH COUNTY, FI.ORIDA, MORE PARTICULARI.Y' DfiSCRIBED AS
FOLLOWS: • • • .
FROM THE POINT Ol� 1NTERSECTION 0� THL CENTERLTI�E OF STATE ROAD
: NO, S(US HIG� N4. 1), WITH THfi SOUTH LINE Qr SECTION �
30,TOWNSHIP 40, RANGE 43 EAST, RUN NORTH 03°54'55" EAST, ALONG THF
SAID CfiNTBRI,TNE (BASIS OT BEARING), A DISTANCE OF 695.55 FEET TO ITS
INTERSECTION WITH THE �XTENSION EAST OF TkiI? NORTH RYGHT-OF-WAY
LINE OF BRIDGE ROAD; THENC� SOUTH 89°46'S5" WEST, ALONG TI�
NORTH RIGHT-O�-WAY LINE OF BRIDGE ROAD AND ITS SA.iD EXTENSION
EAST, A DISTANCE OF 360.16 FEET; THENCfi NORTH 3°54'S5" �AST A
pISTANCE OF 150.0 FEET TQ THE POINT OF BEGTNNI�IG; TF�ENCE NORTH
89°46'S5" EAST, PAR.AI.LEL WITH THE SAID NORTH RTGHT-OF-WAY LIN� OF
BRIDGE KOAD, A DISTANC� OF 75.0 FBET; THENGE NOR�H 00°13'OS" �NEST, A
DISxANCE OF 115.0 �EET; TT-�ENCE SOUTH 89°46'S5" WEST, PARALLEL WXTZ�
SA1D NORT�-i RIGHT-OF-WAY LINE OF BRID�E ROAD, A DISTANCE OF 75.0
FEET; THEN� SOUTH 00°13'OS" EAST, A DISTANCE OF 115.0 F�ET TU THE
" POINT OF BEGINNING.
4
t �
j � �
,
� 1�4
"DRAFT"
Tequesta Viliage Center
DECLARATION OF COVENANTS AND
� RESTRICTIONS
Prepared By: `
JMZ TEQUESTA PROPERTIES, INC. �
]uly, 1999
�IS
TA,BLE OF CONTENTS
1.0 DEFINITIONS
2.0 COMMON AREAS
2.1 APPROVAL OR DISAPPROVAL OF MATTERS
2.2 MANAGEMENT AND SERVICE CONTRACRS
2.3 UTILITIES
2.4 TAXES
2.5 INSURANCE
2.6 DAMAGE OR DESTRUCTION
2.7 MAlNTENANCE OF COMMON AREAS
2.8 SURFACE WATER MANAGEMENT SYSTEM
2.9 SIDEWALKS AND OFF-STREET EXTERIOR LIGHTING
3.0 EASEMENTS
3.1 PERPETUAL NONEXCLUSIVE EASEMENT IN CONIMON AREAS
3.2 RECIPROCAL PARKING EASEMENT AGREEMENT
3.3 SERVICE AND UTILITY EASEMENTS
3.4 ADDITIONAL EASEMENTS
3.5 SALE AND DEVELOPMENT EASEMENTS
4.0 ARCHITECTURAL AND USE RESTRICTIONS "
4.1 PARCEL CAPACITY
4.2 ROOFS
4.3 EXTERIOR S�TRUCTUR.AL COLORS
4.4 DRIVEWAY AND SIDEWALKS
4.5 LEASES
4.6 EXTERIOR STORAGE OF PERSONAL PROPERTY
4.7 PORTABLE BUILDINGS
4.8 SOLID WASTE MANAGEMENT �
4.9 VEHICLES
4.10 ArtIMALS
4.11 NUISANCES
4.12 OUTSIDE ANTENNAS AND FLAG POLES
4.13 SIGNS
4.14 FENCES AND WALLS
� 1�6
5.0 ARCHITECTURAL CONTROL
5.1 GENERAL -
5.2 ARCHITECTURAL GUIDELINES AND CRITERIA
5.3 INSPECTIONS
5.4 NO LIABILITY .
5.5 COMPLIANCE WITH GOVERNMENTAL REQUIREMENTS
5.6 EXCEPTIONS �
5.7 RESPONSIBILITIES OF A TENANT
�
� 1��
Tequesta Viliage Center
DECLARATION OF COVENANTS AND RESTRICTIONS
THIS DECLARATION OF COVENANTS AND RESTRICTIONS of the Tequesta .
Village Center is made this day of 1999, by JMZ Tequesta
Properties, Inc., a Florida Corporation, located at 196 Tequesta Drive, Tequesta, Florida,
33469; as being the DECLARANT.
This DECLARATION includes the following exhibits:
Exhibit "A" — Plot Plan of Parcel Nos. 1, 2, 3, and the Road Right-Of-Way
Exhibit "B" — Legal Description of Parcel No. 1
E�ibit "C" — Legal Description of Parcel No. 2
Exhibit "D" — Legal Description of Parcel No. 3
Exhibit "E" — Legal Description of Road Right-Of-Way
Exhibit "F" — Reciprocal Parking Easement Agreement
DECLARANT and those persons joining in the execution of this DECLARATION own
the property as described herein, and intend to develop the property as a multi-use
community. The purpose of this DECLARATION is to provide various use and
maintenance requirements and restrictions in the best interest of the present and future
property owners of the structures and grounds within the property, as to prote�t and
preserve the values of the property. The DECLAR.ANT will own, operate, and maintain
various portions of the property, and improvements constructed within the property, and
will have the right to enforce the provisions of this DECLARATION.
Now, therefore, DECLARANT and the persons joining in this DECLARATION hereby
declare that the property, as herein defined, shall be held, sold, conveyed, leased,
mortgaged, and otherwise dealt with subject to the easements, covena.nts, conditions,
restrictions, reservations, liens, and charges set forth herein, all of which are created in
the best interest of the owners and tenants of the property, and which shall run with the
property, and shall be binding upon all persons having and/or acquiring any right, title or
interest in the property or any portion thereof.
118
Page 2
1.0 DEFINITIONS �
1.1 DEFIIVITIONS means the terms used in this DECLARATION shall ha.ve the
following meanings. Unless the context otherwise requires: �
1.2 DECLARANT or APPROVING PARTY means so long as the
DECLARANT owns any portion of the entire property, or until -_
DECLARANT assigns its rights as the APPROVING Pt�RTY, in whole or in
part. Notwithstanding the foregoing, the DECLAR.ANT shall be the
approving party with respect to the initial construction of any improvements
within the property by any builder, developer or tenant.
1.2 COMMON AREA MAINTENANCE CHARGES means the amount of
Money which may be assessed against an owner or tenant for the payment of
the owners share of common expenses, and/or any other funds which the
owner may be required to pay as provided by this DECLARATION. These
charges shall include expenses incurred in connection with the ownership,
maintenance, repair, improvement or operation of the common azeas, or any
other property to be maintained as provided in this DECLARATION,
including, but not limited to utilities, taxes, assessments, insurance,
operation, maintenance and alterations. These chazges also include expenses
associated with obtaining, repairing or replacement of personal property in
connection with the common azeas, or perforinance of such duties to do so;
and expenses incurred in connection with the administration and management
of the property.
.
1.3 DECLARANT means the person or entity executing this DECLARATION, or
any person who may be assigned the rights of the DECLARANT pursuant to a
written assignment executed by the present DECLARANT recorded in the
public records of the county in which the property is located. In addition, in
event any person obtains title to all the property owned by the DECLARANT
as a result of foreclosure of any mortgage or deed in lieu thereof, such person
may elect to become the DECLARANT or to have any rights of the
, DECLARANT. In any event, any subsequent DECLARANT shall not be
Liable for any actions or defaults of, or any obligations incurred by, any prior
DECLARANT, except as same may be expressly assumed by subsequent
DECLARANT.
1.4 DECLARATION means this document as it may be amended from time to
time.
1.5 PROPERTY means the property described in the aforementioned Exhibits
attached hereto, less any property that may be withdrawn therefrom by an
119
Page 3
amendment to this DECLARATION, providing that such property may not
thereafter be added to the property �s described.
1.6 IMPROVEMENTS mean any building, wall, fence, patio area, walkway, sign,
landscaping, or other structure or improvement which is constructed, made,
installed, placed, developed or changed within or upon, or removed from, any ,
portion of the property or structure there upon, other than normal maintenance
or repair which does not materially alter or change the exterior appearance,
condition and color of same.
1.7 INSTTTUTIONAL LENDER means the holder of a mortgage encumbering
the property or a portion thereof, which holder in the ordinary course of
business makes, purchases, guarantees, or insures mortgage loans, and which
is not owned or controlled by the owner of the property encumbered.
1.8 OWNER means the record owner of the fee title to a property.
1.9 PERSON means an individual, corporation, partnership, trust, or any other
legal entity.
1.10 PROPERTY means the property, or any portion thereof described in the
the aforementioned exhibits. '
1.11 L7NIT means any commerciaUretail, professional office, residential, civic or
cultural space within a structure on the property.
2.0 COMMON AREAS
.
2.1 APPROVAL OR DISAPPROVAL OF MATTERS. Whenever an approval
or consent, or decision is required for any matter pursuant to this
DECLARATION, such approval, consent, or decision shall be made by the
Owner.
2.2 MANAGEMENT AND SERVICE CONTRACTS. The owner shall have
the right to contract for professional services or any services on such terms �
and conditions as deemed desirable in its sole discretion to the owner,
provided that any such contract sha.11 not exceed a three year period, and be
temunable by either party without cause or penalty on a ninety (90) day basis
with written notice.
2.3 UTILITIES. The owner shall pay for all utility services for the common
azeas of the property, which are not paid for by any governmental authority
as a common expense.
2.4 TAXES. The owner shall pay all real and personal property taxes and
120
Page 4
assessments assessed against the property as a common expense.
2.S 1NSUR�NCE. The owner shall purchase insurance as a common expense as
a common expense as follows: .
• Hazard Insurance protecting against loss or damage by fire and all �
other hazards that aze normally covered by the standard extended
coverage endorsement, and all other perils customarily covered for
similaz types of projects, including those covered by the standard all-
. risk endorsement, covering 100% of the cunent replacement costs of
all property and common areas owned by the owner, excluding land, �
foundations, excavations, landscaping, and other items norma.11y
excluded from insurance coverage. .
• Comprehensive General Liability Insurance protecting the owner from
claims for bodily injury, death or property damage providing for
coverage of at least $500,000 for any single occurrence or such lesser
amount.
2.6 DAMAGE OR DESTRUCTION. In the event any improvement within the
common areas is damaged or destroyed due to fire, flood, wind, or other
casualty or reason, the owner shall restore, repair, replace or rebuild the
damaged improvement to the condition the improvement was in immediately
prior to such damage or destruction.
2.7 MAINTENANCE OF COMMON AREAS. The owner shall maintain all
common areas and property owned by the r�wner, or leased by a tepant of a
unit,.and all improvements thereon, at all times, to the extent that the owner
shall have an easement or right to enter upon such property in connection with
the operation in or maintenance of same, and no such entry shall be deemed a
trespass. The owner rnay enter into agreements with other persons or any
governmental authority to share in the maintena.nce responsibilitiesof any
property if the owner, in its sole and absolute discretion, determines thos
would be in the best interest of the property. Notwithstanding the foregoing,
if the owner or any tenant of a unit, or their guests, invitees, or customers
damages any common area or any improvement thereon, or any other portion
of the property to be maintained by the owner, the tenant of the unit shall be
liable to the owner for the cost of repair or restoration to the extent not
covered by the tenant's insurance, and to the extent such liability exists under
the laws of the State of Florida.
121
Page 5
2.8 SURFACE WATER MANAGEMENT SYSTEM. It is acknowledged that the
surface water management system for the property shall be deemed common area,
and an easement is hereby created over the entire property for surface water .
drainage, and for the installation and maintenance of the surface water
management system components for the property, provided however that such
easement shall be subject to improvements constructed within the property as
permitted by controlling governmental authorities from time to time. The`surface
water management system shall be operated and maintained in accordance with
all permits and approvals issued by controlling governmental authorities.
The surface water management system shall not be adversely interfered with, �
changed or altered except pursuant to pernuts and/or approvals issued by
applicable governmental authorities. The owner shall maintain as a common
expense the entire surfaee water management system for the property, including
but not limited to all swale azeas, culverts, subsurface conduits, catch basins and
rela.ted appurtenances. Such maintenance shall be perfortned in concurrence with
the requirements of the controlling govemmental authority, and an easement for
such maintenance is hereby created.
2.9 SIDEWALKS AND OFF-STREET EXTERIOR LIGHTING. The owner
shall maintain, as a common expense, all sidewalks or walkways within the
subject property, exclusive of such located within a public right-of-way.
3.0 EASEMENTS
.
Each of the following easements are hereby created, which shall run with the property
and, notwithstanding any other provisions of this DECLARATION, may not be
substantially amended or revoked in such a manner as to unreasonably interfere with their
proper and intended uses and purposes, and each shall survive the termination of this
DECLARATION.
3.1 PERPETUAL NONEXCLUSIVE EASEMENT IN COMMON AREAS. The
common azeas shall be, and the same hereby declazed to be, subject to perpetua.l
nonexclusive appurtenant easement in favor of all owners, tenants, customers, and
residents of the property from time to time, as well as their guests and invitees, for
all proper and normal purposes, and for the retail, professional, governmental,
civic and cultural, and residential activities and services for which the same are
reasonably intended.
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3.2 RECIPROCAL PARKING EASEMENT AGREEMENT. The Reciprocal
Parking Easement Agreement, as presented an Exhibit "F", sha.11 be a
perpetual easement in favor of all owners, tenants, customers, and residents of
the property, and their guests and invitees, for all normal purposes for which
the same are reasonably intended.
3.3 SERVICE AND UTILITY EASEMENTS. Easements in favor of
governmental and quasi-governmental authorities, utility companies, cable
television companies, ambulance or emergency vehicle equipment, and ma.il
carrier services, over and across all roads existing from time to time with the
subject property, and over, under, on and across the common areas, as may be
reasonably required to permit the foregoing, and their respective agents and
employees, to provide their respective authorized services to and for the
property. Also, easements as may be required for the installation,
maintenance, repair, and providing of utility services, equipment and fixtures
in order to adequately serve the property, including, but not limited to,
electrical power, telephone, sewer, water, lighting, irrigation, cable television,
storm water management, and electronic security. However, easements
affecting any unit which serve any other portion of the property shall only be
under the unit, and shall not be for utility services actually constructed„ or
reconstructed, and for the maintenance thereof, unless otherwise approved in
writing by the owner of the unit. A tenant of a unit shall do nothing in his unit
which interferes with or impairs the utility services using these easements.
The owner or its designee shall have a right of access to each unit to inspect,
maintain, repair, or replace the utility service facilities contained in or under
the unit, and to remove any improvements interfering with or impairing the
utility services or easements herein reserved; provided such right�of access
shall not unreasonably interfere with the tenant's permitted use of the unit.
3.4 ADDITIONAL EASEMENTS. DECLARANT shall have the right to grant
and declare additional easements over, upon, under and/or across the common
areas in favor of the DECLARANT or any person, entity, public or quasi-
public authority or utility company; or modify, relocate, abandon or terminate
existing easemenis benefitting or af�ecting the property. In connection with
the grant, modification, relocation, abandonment or termination of any
easement, DECLARANT reserves the right to relocate utility lines, and other
improvements upon or serving the property, so long as the foregoing will not
unreasonably and adversely interfere with the use of the units.
3.5 SALE AND DEVELOPMENT EASEMENTS. DECL�ARANT reserves and
sha.11 have an easement over, under, across, and upon the property as may be
reasonably required in connection with the development, construction, sale
and promotion, or leasing of any unit within the property. Such easements
shall include the right to construct improvements within the property as may
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be required by governmental authorities. The exercise of the easement rights
granted herein by the DECLARANT, or any other builder or developer, shall
be performed in such a manner as not to unreasona.bly interfere w�ith the use,
enjoyment and occupancy of the units by the tenants.
4.0 ARCffiTECTURE AND USE RESTRICTIONS
4.1 PARCEL CAPACITY. Only one (1) building shall be constructed on each
pazcel contained within the entire property, and each building shall comply with
the architectural standards designated below.
4.2 RbOFS. Unless otherwise approved by the approving party, all roofs on all
structures constructed within the property shall be constructed of orange barrel
cement or terra cotta tile. In the event that some new, attractive material for
roofmg is developed, the approving party may in it's sole discretion approve the
use of such ma.terial, and provide solar energy devices if in the sole judgment of
the approving party, same does not detract from the appearance of the structure.
4.3 EXTERIOR STRUCTURTAL COLORS. Unless otherwise approved by the
approving party, all exterior walls and trim appurtenances of structures and/or
buildings shall be painted with pastel colors in concurrence with the owners
color scheme and speci�cations, as approved by the governmental authority
having jurisdiction over the project.
4.4 DRIVEWAY AND SIDEWALKS. Driveways r�nay be constructed ef concrete,
asphalt, or interlocking stone paver material, or a combination thereof, in
concurrence with applicable governmental installation specifications. All
sidewallcs shall be constructed of concrete, interlocking paver material, or a
combination thereof, in concurrence with applicable governmental installation
specifications. All drivewa.y and sidewalk materials and installations must be
approved by the approving party prior to construction.
4.5 LEASES. All leases of a unit must be executed in writing by the owner of the
property and the tena.nt, and specifically subject to this DECLARATION.
4.6 EXTERIOR STORAGE OF PERSONAL PROPERTY. The personal property
of the owner, any tenant or resident of the property, shall be kept inside the a
building or unit, whichever is applicable, except for patio furniture and .
accessories associated with the operation of the said tenant's business in a
specific unit as approved by the approving party. Each tenant or resident must
keep the exterior of their respective unit in good condition, and maintain an
appealing appeazance.
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4.7 PORTABLE BLTILDINGS. No portable, storage temporary or accessory
buildings, sheds or structures, or tents, shall be erected, constructed or located
upon the property for storage or otherwise, without the prior written approval of
the approving party. In any event, any permitted such building or structure must
be screened from view from adjoining roads.
4.8 SOLID WASTE MANAGEMENT. The owner of the property, as a common
expense, shall contract with an approved solid waste management firm, to
provide suitable containers for the collection of municipal solid waste generated
by the units upon the property. Each unit is responsible for collecting solid
waste generated from within the unit and disposing it within the aforementioned
containers provided by the owner. �
4.9 VEHICLES. Only passenger vehicles, delivery vehicles, and light duty trucks
as used by the owner, tenants, the tenants employees, customers of the tenants,
and residents may utilize the parking areas on the property. No recreational
vehicle. Camper, trailer, or boat may be parked or stored on the property at any
time. No ovemight parking is permitted on the property without the written
consent of the owner.
4.10 AIVIMALS. No animals, livestock or poultry of any kind shall be permitted
within the property except for common household domestic pets. Any pet must
not be an unreasonable nuisance or annoyance to any tenant, resident or
" customer on the property. The approving party may require any pet to be
immediately and permanently removed from the property due to a violation of
this pazagraph
4.11 NCTISANCES. No nuisances shall be permitted within the property, and no use
or practice which is an unreasonable source of annoyance to the tenants,
customers, or residents within the property or which shall interfere with the
peaceful operation of business and proper use of the property shall be permitted.
No unreasona.ble offensive or unlawful action shall be permitted, and all laws,
zoning ordinances and regulations of all controlling governmental authorities
shall be complied with at all times.
4.12 OUTSIDE ANTENNAS AND FLAG POLES. No outside signal receiving or
sending antennas, dishes or devices are permitted without the written consent of
the approving party. The foregoing shall not prohibit any flag pole which
services the entire property.
4.13 SIGNS. NO signs sha.11 be place upon the exterior of the unit other than that
approved by the approving party. Notwithstanding the foregoing, tasteful
advertising signs are permitted within the unit provided they meet all codes and
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zoning regulations of governmental authorities ha:ving jurisdiction of such. In the
event that any sign is installed on any unit on the exterior of the unit which
involves this paragraph, the approving party shall have the right to remove such
sign without notice to the tenant, and the approving party shall not be.liable to the
tenant for the removal or for any damage or loss to the sign.
4.14 FENCES AND WALLS. No fences or walls shall be permitted in front of or in
the rear of any unit. �
5.0 ARCHITECTURAL CONTROL �
5.1 GENERAL. The approving party shall have the right to exercise architectural
control over all improvements, to assist in making the entire property to
maintain high standards and aesthetic beauty. Such architectural control ma.y
include all azchitectural aspects of any improvement including, but not
limited to, size, height, exterior design, farade, materials, color, open space,
landscaping, and aesthetic criteria. No tenant or resident shall make any
improvement, or apply for any governmental approval, building permit, or
other permit for an improvement unless the approving party first obtains the
written documentation adequately describing the improvement from the tenant
or resident, and grants approval to the tenant or resident to proceed with the
improvement. The approving party shall notify the tenant or resident in
writing within 30 days after the request for the improvement is submitted to
the approving party, as to the decision of the approving party.
5.2 ARCHITECTURAI, GLTIDELINES AND CRITERIA. T'he appraving party
may adopt and modify from time to time, in its discretion, minimum
guidelines, criteria and/or standazds which will be used by it in connection
with its exercise of architectural control, provided however that the same shall
not apply to any previous existing or approved improvement. The foregoing
may include, but not be limited to, square footage, height set-back, and
landscaping requirements.
5.3 INSPECTIONS. Upon the completion of any improvement; the tenant shall �
give written notice of completion to the approving party. The approving
party, may at its discretion, inspect the improvement within 90 days, and
notify the tenant that the improvement is accepted, or that the improvement is
deficient because it is not in conformance with the previously submitted
documents of permits. Within 30 days thereafter, the tenant shall correct the
deficiencies set forth in the notice, and upon completion of the work the
provisions of this pazagraph shall again become operative. If the approving
party fails to notify the tenant of any further deficiencies within 90 days after
receipt of notice of completion, the improvement shall be deemed to have
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been accepted by the approving party.
5.4 NO LIABILITY. Notwithstanding anything contained herein to the contrary,
the approving party shall merely have the right, but not the duty, to exercise
architectural control, and shall not be liable due to the exercise or non-
exercise of such control, or the approval or disapproval of any improvement.
Furthermore, the approval of any plans, specifications, or documents for any
improvement shall not be deemed to be a determination or warranty that such
plans, specifications, or documents for the improvement are complete or do
not contain defects, or in fact meet any standards, guidelines and/or criteria of
the approving party, or are in fact azchitecturally or aesthetically appropriate,
or comply with any applicable governmental requirements. The approving
party shall not be liable for any defect of deficiency in such plans or
specifications or improvement, or any injury resulting therefrom.
5.5 COMPLIANCE WITH GOVERNMENTAL REQUIREMENTS. In addition
to the foregoing requirements, any improvement made by the owner, tenant,
or resident must be in compliance with the requirements of all controlling
governmental authorities, and the appropriate building permits must be
obtained from the applicable governmental authorities. Any consent or
approval made by the approving party to any improvement may be made
conditioned upon obtaining the necessary permits for the same. '
5.6 EXCEPTIONS. Without limitations, DECLARANT, and any other builder
or developer owning a portion of the property, shall have the right to:
construct any buildings or improvements within the subject property, and
make any additions, alterations, improvements, or changes thereto; mainta.in
customary and usual sa.les, leasing, general office and construction operations
in any unit; place, erect or construct portable, temporary or accessory
buildings or structures upon the property for sales, leasing, construction, or
storage; post, display, or affix to the exterior of a unit or upon the property,
signs and other materials used in developing, construction, or promoting any
unit or structure. Nothing contained herein shall be deemed to exempt any
builder or developer from the provisions of this DECLARATION relating to
architectural control and approval by the approving party unless such builder
or developer is specifically made exempt from such provisions by written
instrument executed by DECLARANT.
5.7 RESPONSIBILITIES OF A TENANT. To the e�ctent otherwise provided by
law, each tenant or resident shall be responsible for the acts and omissions,
whether negligent or willful, of any person in his unit, and for all guests, �
customers, and invitees, and in the event the acts or omissions of any of the
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Page 11
foregoing shall result in damage to the �common areas, or any liability to the
owner, the tenant shall be assessed for the same as in the case of any other
assessment, limited where applicable to the extent that the expense of liability is
not met by the proceeds of insurance carried by the tenant. Furthermore, any
violation of any of the provisions of this DECLARATION by any tenant, resident, ,
guests, customers, and invitees shall also be deemed a violation by the tenant to �
the same liability as such violation was that of the tenant or resident.
IN WITNESS WHEREOF, DECLARANT has executed this DECLEIRATION
this day of , 1999. �
For JMZ TEQUESTA PROPERTIES, INC.:
John M. Zuccarelli, III, President Date
WITNESS:
STATE OF FLORIDA
COUNTY OF PALM BEACH
�
The foregoing instrument was acknowledged before me this day of
, 1999, by John M. Zuccarelli, III, president of JMZ TEQiJESTA
PROPERTIES, INC., a florida corporation.
Notary Public, State of Florida at Large
My commission expires: SEAL
128
r
VILLAGE OF TEQUESTA
DII'AR'I1�IEN'T OF CO1��VICJNTIY DEVELOPMENf
� � Post Office Box 3273 • 357 Tequesta Drive
; � ' ° Tequesta., Florida 33469-0273 • (561) 575-6220
� y Fax: (561) 575-6239
VILLAGE STAFF COMMENT S
Tequesta Village Center
Declaration of Covenants and Restrictions
■ The Village of Tequesta should also be included as a declarant, since they are also
a part of the Master Plan.
■ Page l,�ara�raph 1: The owners and the declarant should be synonymous, it
creates confusion differentiating between the declarant and the owner.
■ General Comment: The word owner shauld be replaced with owners.
■ 2.0 Common Areas: Where are the property common areas and who is
responsible for maintaining the said common areas.
■ 2_2: Which property owner/declarant is responsible for creating and maintaining
the service contracts, why the specified time limit?
■ 2_3: Which owner is responsible for the common areas and is the street lighting
included in the utilities.
■ 2_6: The paragraph is vague, when and how soon after the event will the
rebuilding begin?
■ 2_7: Need to specify a level of maintenance responsibility of maintenance,
payment of maintenance.
■ 2.7 ei�hth (8`�� line from the top) spelling enor: tl�.os should be c�anged to that it_
■ 2_9: Add the maintenance of off-street lighting.
. ■ 3.1 and 3.2: Is this necessary or correct as ta Village parcel?
■ 3_3 : All easements of record need to be indicated on the plat of "Tequesta Village
Center", declare right pertaining to the roads under jurisdiction of the Village,
should have separate language to deal with the road on the plat.
■ 4_l : There are three parcels and four buildings shown on the Master Site Plan.
■ 4_2: Must designate the `approving party' .
■ 4.2, 4.4,4.6�4.12,4.13,4.14:The Village must have final approval of any changes to
the approved Master Plan. Must also have the language `as approved by the
governmental authority having jurisdiction ov�r this project'. Village Council
must also approve any changes to the conditions, which they put on the
development.
■ 4_8: Nichols sanitation has a franchise in the Village of Tequesta, no other
companies may be used. Recycling must also be provided.
■ 4_9: Must allow for the residential parking on the site.
■ 4.13: The signage must conform to the ordinances of the Village of Tequesta.
■ 4.14: Must allow for the dumpsters to be properly screened.
� ■ 5.5 Last sentence: The word `may' should be changed to `shall' .
■ General Comment Add section for the amending the agreement.
■ General Comment: Any amendments to conditions placed upon the Tequesta
Village Center development by the Village Council must be approved by the
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129
Village Council, otherwise the change may be made at the discretion of the
property owner/s.
■ �en�ral Comment: M�st reference all doEi�ments mentionec�, w�ich hav� been
executed between the Village of Tequesta a�d JMZ Tequesta Properti�s.
VILLAGE OF TEQUESTA �'� AFT
DII'A,RTMENf OF COI��vIUNrI'Y DEVELOPMIIV'T
� o � Post Office Box 3273 • 357 Tequesta Drive
`' , Tequesta., Florida 33469-0273 • C561) 575-6220
� Fax: <561) 575-6239
c
DEVELOPERS AGREEMENT
The following conditions are proposed to be included in a developer's agreement
between the Village of Tequesta and 7NIZ T�questa Properti�s, Inc. Please review and
provide comments and/or additional axnendments to the proposed agreement.
♦ Unity of Control- `Unity of Control' Document to be provided by the property
owners/applicants in a form acceptable to the Village attorney. This document will
be in lieu of the required_ `Unity of Title'.
♦ Plat- On or before the issuance of any Certificate of Occupancy by the Village, the
ap�licants. �hall have provided the Vi�lage with a recorded Plat.
♦ Utilities- On or before a issuance of a Certificate of Occupancy relating to the
improvements the owne,rs_ shall cause �he utility im�r-avements requ�ed by the
Village to be completed in accordance with plans heretofore submitted to the Village
and for conveyance of such syste�� as are Fequi�ed to be conveyed by bill_ of sale to
the Village.
♦ Vehicles- No pazking of large trucks, tractor trailers, 18-wheelers, or recreation
vehicles shall be allowed on the property for any reason other than commercial
vehicles, vans, or trucks delivering goods.or services temporarily during daylight
hours.
♦ Compliance with Conditions of Special Exce�tion and Site Plan approval-
1. The architectural style for a11 parcels and buildings of the master Plan shall be in
keeping with the architectural style of building "A', located on Paa-cel- 3.
Architectural style includes but is not limited to; roofing material, building colors,
window and door treatments, architectural detailing, and accessory a�purtenances
2. The developer shall provide for a uniform sign format for the Master Plan area in
keeping with the approved architectural theme.
3. The developer shall maintain Parcel2 as a parking area during the construction
of Parcel3, until such time as Parcel 2, identified as Building "D", is constructed.
4. There shall be no parking in the On-Street parking spaces provided within the
Village right-of-way by tenants andlor their employees.
5. The newspaper vending machines, post office boxes, FED EX boxes, etc. must
be designed in keeping with the theme of the master site plan.
6. All Retail Sales and Services, Business Services, Professional Services, and
Personal Services in excess of 3,500 Square Feet must apply for a Special
Exception.
7. Restaurants must apply for a special exception use.
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S. There shall be no autside sale events, except for special outdoor �vents agreed
upon by and provided by the management af the Tequesta Village Center.
9. The Village Council must approve any �mendm�nts to the Dev��oper Agreement,
which have been placed upon the property by the Village Council.
10. During construction of Baildi�g "A" of the 11�Iast�r Site Plan, the dev�lop�r must
provide access for customers and business owners to the cunent Tequesta Plaza
until such time as it is de�olished.
11. Temporary signage will be allowed during construction in the master plan area
for the tenants of T�questa Pla.�a, prior to th� d��no��tion of said bu�ldi�g.
12. All easements, including, but not limited to, shared ingress/egress between the
parcels, future utility services, sa:nitary sew�r pip�s, �mergency s�vv�r �in�s, �torm
drainage pipes, sprinkler pipes, telephone lines, cable television wires, street
lights, etc. must b� de,clared on the r�cord�d plat of �he Tequesta Village Center.
13. In the event that the property oumer fails to provide proper maintenance to the
common areas, the Vi��age res�rv�s t�e right to m�intain the app��nc,� of the
properry and assess the property owner for the cost of the maintenance.
14. The Plat must delin�at� �l co�mc�n areas a�d set for�h declarations ass�gning
responsibility, including but not limited to cost shazing, of maintenance of said
common areas (e.g. e�ltration tr�nEhes).
15. No vehicle shall be used and/or placed within a parking space provided within
the Village's right-of-w�y, for th� pu�pose of advertising a busi�es� andlor
profession. Business owner and/or tenant vehicles that are identified as such,
such as SiJV's, vans, and small d�liue,�y vehicl�s shall be parked �t t� f�rthest
parking spaces along the east and west side of the Master Plan areas.
16. This `Developers Agree�ent' must be in a recordahle form acceptahl� to the
Village attorney.
17. The parties shall agree that this Agre��nt sh�ll b� r�corded in th� Public
Records of Pa1m Beach County, Florida before the issuance of the first Certificate
of Occupancy.