HomeMy WebLinkAboutDocumentation_Regular_Tab 19_02/16/2006 VILLAGE OF TEQUESTA
MEETING AGENDA ROUTING SHEET
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MEETING DATE: Thursday February 16, 2006
REQUESTED ACTION: Special Exception Use, Atlantis
RESOLUTION OR ORDINANCE NUlVIBER:
ORIGINATING DEPARTMENT: Community Development
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DEPARTMENT HEAD APPROVAL
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FLTNDING SOURCE: 2005/2006 BUDGET �
ACCOUNT NUMBER:
CURRENT BUDGETED AMOUNT AVAILABLE: $
AMOUNT OF THIS ITEM: $
BUDGETED:
BUDGET TI2ANSFER REQUIRED:
APPROPRIATE FUND BALANCE:
SLJMMARY: Continuation of Conceptual Review for a Special Exception Use in C-2 for
a PCD.
Piggyback Contract Name and number:
Or
Competitive Bid for anything over $10,000-Attach 3 Bids
APPROVALS:
FINANCE DIIZECTOR
VILLAGE MANAGER �-�
VILLAGE ATTORNEY (if Needed) Yes No
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January 26, 20D6
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Ms. Catherine Harding, Director of Community Development
Viflage of Tequesta
357 Tequesta Drive
Tequesta, FL 33469
RE: Atlantis Tequesta - Request for special exceptions to permit a PCD, (Planned Commercial
Development), in the C-2 Zoning District and a building height at 6 stories/84'.
Dear Ms. Harding: . ;
As we discussed with you a, few weeks ago, please find attached to this letter our revised
documents/request specia! exception the Atlantis of Tequesta project for cansideration by the Village
Council at their February 2006 Village Council Meeting. As you are aware, we were postponed by the
Council at the December 2005 meeting, provided suggestions on modifications and directed to come
back for review af our speEial exception application.
After anatysis of the suggested changes by the Village Council members we are requesting a special
` exception to allow a PCD in the G2 Zoning district and consideration of the Council to altow a special
exception for a portion of the building on the project site to be at 6 stories/84'. This height request was in
our origina� application and will need to be considered again to make the project viable and meet the
stepping effect requested by Council. We have stepped the building starting with a three and four story
portion towards U.S. Highway One and a 6 story portion on the west side of the project adjacent to the
Village Water Plant.
We have inctuded revised drawing i�cluding Site, Landscape, Architectural Site, etevations and Arie!
plans as required. We have also included al! other required information for an application for Special
Exception stipulated in the Village Code. Your office also has copies of our official record of everything
submitted and provided the owner for this project which is still part of our record.
We appreciate your consideration and assistance in processing our application. Should you have any
questions and/or require any additional information, please do not hesitate to calL
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Since ,
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____` _
eorge G. entile, .FASLA �
President
Attachments
CC: Mr: Nick Mastroianni
Ms. Cheri Pavick
Mr. Terry Lewis, Esq.
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Lar�dscay�e ArchiteGts
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Cansultants • LC-0000177
Mr. Jeff Newell, Director of Community Development
Viliage of Tequesta °
. 357 Tequesta Drive
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Tequesta, FL 33469� �
RE: Atlantis Tequesta - Request to permit a PCD, (Planned Commercial Development), in
the C-2 Zoning District. . _
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Dear Mr. Neweil: � �
, Pursuant to your request, please accept this letter as our. formal application to permit a Planned
Commercial Development, (�PCD) upon the subject C-2 Zoned property, as more specifically
identified ; on the attached s'ite plan and. survey: As the attached site plan and architectural
� drawings indicate, the proposed project consists of a six story, 87 unit condominium building,
and attached ±7,500 s.f. health spa. Pursuant to Section 78-362. Criteria., the propose�d special
� exception use sfiall comply with the following requirements:. -'
� (1) The proposed use is a permitted special exception use. �
� :' �_ � Pursuant to Secfion 78-255.1, "a PC� is permitteal only as a special exception
�. in the C-2 Zoning District".
(2) The use is so designed, located and proposed to be operated so that the public
health, safety, welfare and morals will�be protected.
� The proposed project has been designed fo minimize impacfs to fhe
� � surrounding area. Access will be through an approved FDOT driveway permit.
- - Ample buffers meeting the Village's requiremenfs have been provided. The
�. � project sife currently has utility services and is within appropr.iate response
� time for fhe Viilage of Te.questa Fire-Rescue Operafions.
� - (3). The use wil! not cause substantial injiary . to the value of other property in the
� neighborhood where it is to be located. .. ,
- The proposed projecf is a high qualify Residential (condominium) project The
� value of fhe proposer� units as de�igned will fut�fher increase fhe property
� � •" values in the area or will not impacf current values. The Village will� also ,
, �. , benefit from the property taxes fhat will be generafed by fhe proposed 87 units.
(4) The use wiil be compatible with adjoining development and the. proposed character
� �' of the district where it is to be located. �. - ��
� The Atlantis Tequesta project_ has beenv designed fo be compatihle wifli the .
� surrounding area. The residential units will complement the recenfly approved
Casa del Sol projeet north of the subject site. • Architectural theming will also
: � complement other architecture in the area and wi/I not detract from fhe qualify
4 of life or character of fhe districf. '
(5) Adequate landscaping and screening is provided as required in this chapter. ,
� � � The proposed landscaping, as indicated. on� fhe attached landscape .
development plan, far exceeds fhe minimum requirements of Division:
4.Landscaping section of the Village of Tequesta Zoning Ordinance.
_ 1�7 Garnm2rce Lane: Suita 101 '
, JuE�itec Flerida'S5 9 - `
567-575-9557 , • .
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� (6) Adequate off-street parking and loading is provided and ingress and egress is so
� designed as to cause minimum interference with traffic on abutting streets.
. � The proposed site plan provides more than adec/uate parking and loading
�zones, as required by code; and� the vehicular access is provided via U.S.
Highway One.
, (7) The use conforms with all applicable regulations governing the district where
except as may otherwise be determined for planned developments.
- The proposed use is in confor►nance wifh all applicable regulafions and
- � � requirements of the underlying C-2 Zoning District as well as the PCD
requ�remenfs of the Village of Tequesta. -�
• We appreciate your consideration and assistance in processing our application. Should you
�' ' have any questions and/or require any additional information, please do not hesitate to call.
Sincerely, " -
V � �, '
. M. Troy Hollow -
Sr. Vice-President -
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July 21, 2004
Village of Tequesta
357 Tequesta Drive
Tequesta, FL 33469
. Re: Atlantis - Tequesta
This letter is to serve as perrnission for Gentile Holloway O'Mahoney & Associates, Inc. and
Oliver=Glidden Spina and Partners to act as the agents to prepare and subinit all documentation and
attend all ineetings pertaining to the property as above described, as it relates to the. zoning process,
site plan, te� amendment and special exception a.pprovals.
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ignature
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Print Name & Title �
STATE OF F`LO�tIDA
COUN'TY OF PALM BEACH
I herebvi certify on the 2.,�day of l.�,� , 200� ���`0.S � r►�G-S�v l C+�.►u-
personally appeared before me and produced ' dentification, or.is personally known to me, to be the
person described herein and who executed the foregoing instnunent.
Witness my hand and official seal in the state and couniy, the day and year aforesaid.
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Notary =• •_ ►�ntaryPub�-stoteor�iorte�
�';�� �,� AAyCortrrf�on E�iesFeb 19.�
� ������� Comrn's�on # DDOU22415
. Commission Expires: Z - ( �- Q� - • -
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G� �� r E VILLAGE OF TEQUE5TA
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� ` �- UTILITIES DEPARTMENT
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"�� , ` Q Post OfFce Box 3474 • 136 Bridge Road
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; � ' o Tequesta, Florida 33469-0474 •(561) 575-6234
°F �� '� Fax: (561) 575-6245 •
° N couMt
July 22, 2004
Mr. M. Troy Holloway
Gentile, Holloway, & O'Mahoney
1907 Cominerce Lane Suite 101
Jupiter, Flonida 33458
RE: ATLANTIS AT TEQUESTA
Dear Mr. Holloway:
In response to youx recent request; this is to advise that the Tequesta Utilities Department
is the purveyor of water service to the above referenced. Service to be provided will be in
accordance with the Tequesta Utilities Department Water Service Policy and appropriate
Water Service Agreement as required.
�
This is a letter of service availability only and not a commitment of service. As of this
date, The Tequesta Utilities Deparixrient has capacity to serve this project and a firm
commitment will be established when the Water Service Agreement and the Tequesta
Utilities Department have executed the appropriate agreements and connection fees have
been paid.
Should you have any questions, please do not hesitate to give me a call.
Si ce ely,
K--•
Russell K. White
Public Services Manager
c: Michael R. Couzzo Jr., Village Manager
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HOLL'OWAY . . . '
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� - July 16, 2004 .
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ENCON • v
2500 Jupiter Park Drive � - , �
Jupiter, FL 33458 , - - � ,
Attn: Mr. Clint Yerkes — 747-5700 .
, Re: Atlantis - Tequesta; A Planned Commercial Development ,
' Dear Mr. Yerkes: _ . � .
- Please find attached hereto; for your review, a preliminary site development plan and boundary survey for� �
� the above referenced project. We are currently preparing our siibmittal to the Village of Tequesta for site ,
' plan review. As a part of the submittal, we are required to contact the pubiic utilities far conformation
� that our proposed project does not encroach into your �asements or otherwise interfere witli the provisions
of your service,s and to confirm that services are available. ' Please review the attached site plan and
survey at your earliest convenience; and respond back to "us with any comments you� may have. Should
you have any questions, please feel- free to contact. me at 575-9557. Your assistance is greatly
appreciated. , ' '
Sincerely, , �
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M. Troy Hollo . � � �
Sr. Vice-President " . • •
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� • S:ICL/ENT FILESICasa del SoASubmittal Docslencon-concurrency.doc
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' LOXAHATCH�� RIYER DISTRICT �� .� � ��
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2500 Jupiter Park Drive, Jupiter, Florida 33458-8964 �� ��*�. .: � b
Telephone (561) 747-5700 Fax (561) 747-9929 `S'6- _��c: , �,y��
e-mail: osprey@loxahatcheeriver.org xo 7 � �7 � y�� °
website: wwwloxahatcheeriver.org
Keeping the `River'First!
Richard C. Dent, Executive Director • Award Winning Wastewater Proe am
• WildPine Ecoloe cal Lab
J u 9y 21 2004 • Busch WIldlife Sanctuary
• 7upiter Marine Science Center
• Friends of the Loxahatchee River, Inc.
l�1. Troy Hol6o�ray
Sr. Voce Pr�sodent
Gentile Hm6lo�naay O'9Vtahoney
1907 Corncnerce Lane, Sui�e 101
J�apiter, Florida 33458
Re: At9ae�tis - Tequesta
Dear Mr. Ho99��►vay;
This letter i� provided in resp�n�e to your recent inquiry concerning sanitary sewer
service aer�ilability for the subject project.
(, Please be advised that, as of this date, sanitary seorver service can be made
available ta the subject property upon the joint execution �f a Developers
Agreernent and the paye�ent of certain c�sts in accordance with the Distri�t Rules.
Ca�aies of the Developer Agreement and Chapter 31-10, F.A.C., are available for
your review.
Consi�tent with District policy, the Dev�loper will be r�sponsible for all costs
associated vvith connecting to the existing wastewater system of the Di�trict.
Additionally, it does not appear th�t this project vooill encroach on any District
easements or upon existing facilities thafi would interfere �eith the provision of sevver
service to this project.
Please contact me if I can be of any fiurther assistanc� in this matter.
Sincer�ly,
�� C
Glinton R. er
Deputy L7i or
( J:/dev/proj/atlantis/availtr.wps
Joseph O. Ellis Loring E. "Snag" Holmes Richard C. Sheehan Sawyer Thompson, 7r. Paul J. �alen
- ' - - ' - _.----_ v......a �,ro...�� Rnard MemheT
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� � • July 16, 2004
Waste Management � �
� 7700 SE Bridge Road �
Hobe Sound, �L 33455 � ,
. At�n: Mr. Gary Braswell — (772) 546-7700 � . � �
� Re: Atlantis - Tequesta; A Planned Commercial Development
. Dear Mr. Braswell: - '
Please find attached hereto, for your review, a preliminary site development plan and boundary survey for
the above referenced project: We are currently prepariug our submittal to the Village of Tequesta for site
(( plan review. As a part of the submittal, we are required to,contact the public utilities for conformation
that our.proposed project does not encroach into }�our easements or otherwise interfere with the prov3sions
of your services a�d to confirin that services are available. Please review the attached site plan and -
' survey at your earliest convenience, ancl respond back to us with any comments you may have. ...
. Your input is very important to us. 'S$ould you have any questions, please feel free to contact me at (561) �
57�5-9557. Your assistance is greatly appreciated.
. . , . .
. Sincerely, . � �� ' ,
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M. Troy Holloway �
Sr. Vice-President � '
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February 3, 2004 � �
John D. Booth � n�. K r� H�� �:.:: :{ aK
50�.1:}`•� ',�Tf: i;}I.I TI(7�'S
Executive Director
Solid Waste Authority
7501 N. Jog Road
Wcst Palnn Beach, FL 33412
Subject: Availability of So[id Wasfe Disposal Capacity
Dear Mr. Booth:
The 5olid Waste Authority of Palm Beach County here6y provides certification
that the Autharity has disposal capacity available tv accommodate the salid waste generation for
the municipalities and unincorporated county for the caming year of 2�04. This letter also
canstitutes notification of sufficicnt capacity for concnrrency management and comprehensive
plann�ng purposes. Capacity is availabie for both the coming yeae, and the five and ten year
planning periods specified in 9T-5.005(4).
As of September 30, 2003, the Anthurit�s North County Landfills had an estirnated
� 39,442,993 cubic yards of landfill capacity remaining. Based upon the existing Palrn Beach
County population, the most recently availabie pop�lation growth rates publishad by the
University of Florida �ureau of Economic and Business and Research (BEBR), mediurn
project�on, and projected rates of solid waste generation, waste reduction and recycling, the Solid
Waste Authority forecasts that capaciiy well be available at the existing land�ll through
approximately the year 2424, assuming khe depletion of the Class I and Class III landfills is
approxi�ately balanced.
The Authority continues to pursae options to increase the life of its existing facilities and to
provi de for all the County's current and future disposal and recycling needs. As part of iis
responsibility, the Authority wil] provide an arinual statement of disposal capacity, using the
most current BEBR pra}ections available.
Please provide cvpies of this letter to your plan review and concurrency managernent staff.
If you have any questions or I can be of further assistance, please do not hesitate to co�tact
me.
Very truly yours .
�� � _
Marc C. Brcmer, Ph.D.
Director of P[anning and �nvironmental:Prograrns
�, 7501 North Jog Road, West Palm Beach, Florida 33412 (561) 64�-4000 FAX (5G1) 840-340Q �••- �= =�='-" •
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HOLLOWAY ' -
C'MANONEY -
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' � July 16, 2004 . �
Florida Power & Light � _ , �
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� Jupiter Service Center �
100 S. Delaware Blvd. - •
Jupiter, FL 33458 � , . . "
561-575-6340(2) , _ . � �
Attn: Mr. Angel Munoz — 575-6346 -
Re: Atlantis - Tequesta; .A Planned Commercial Development .
Dear 1VIr. Munoz: , •
Please find attached hereto, for your review, a preliminary site development plan and boundary survey for
the above refere�iced projeet.'• We are currently preparing aur submittal to the Village of Tequesta for site
� plan review. As a p'art of the submittal, we are required to contact the public utilities for conforniation
(/ � that our proposed project does not enctoach into your easements or otherwise interfere with the provisions
, , of y.our services and to con�irm that services are available. Please review the attached site �lan and
' survex. at your earliest convenience, and respond back to us with a�y comments you may have.
Your input is very important to us. Should you have any ques`tions, please feel free to contact'me at 575- �
9557. Your assistance is greatly appreciated.
. Sincerely, . �
.
� � � � � .
� M. Troy Holloway '
Sr. Vice-President - •
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�. � . S:ICLIENT FILESIAtlantis - TequestalSubmitfal Docsifpl-concurrency.doc -
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0'MAHONEY ,
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. � July 16, 2004 �
� . Adelphia Cable Company - . �
Coristruction Department -
10435 Ironw,00d Road � '
Palm Beach Gardens, Florida 33410 `
Attn: � Wayne Ingram — 624-3600 •
.�te: Atlantis - Tequesta; A Planned Commercial Development �
Dear Mr. Ingram: � . -,
�
.. Please fmd attached hereto, for your review, a site development plan and boundary survey-for the above
J referenced project. . We are currently preparing our submittal to the _Village of Tequesta for site plan
�, � review. A�s a part.ofthe submittal, we are required to contact the public utilities for conformation that our
prbposed project does not encroach into your easements or otherwise interfere with the provisions of your
services and to confirm that services are available. Please review the attached site plan and survey at your
earliest convenience, and respond back�to us with any comments you may have..
: Your input is very important to us. Sho�ld you have ariy questions, please feel free to contact me at 575-
� 9557. Your assistance is greatly appreciated. ` :
, � �
Sincerely, � •
� �
� M. Troy Hollowa , _
Sr. Vice-President • � � -- '
, ,
i :.:�;; ; :
( � � S:ICUENT FILEu�Wtlantis at TequestalSubmitta! Docslcable-concurr�ncy.doc
�
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HQLL:OWAY - '� �
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� � � July 16, 2004. -
Be1lSouth Engineering Department .
2021.5. Military Trail, Room 107 � •
West Palm Beach, FL 33415 � - -
561-439-91 i�0 � ,
� � ' .
� Attn: Mr.. Robert C. 'Loweal; Engineer �
Re: Atlantis - T.equesta; A Planned Cominercial Development �
Dear Mr. Lowen: , � . �
- Please find attached hereto, for your review, a preliminary site development plan and boundary survey for
j . the above referenced project. We are currently preparing ouz submittal to the Village of Tequesta for site .�
� plan review.' As a part of the submittal, we are required to, contact the public utilities for conformation
that our proposed project does not encroach into your easements or otherwise interfere with the provisions
'" of your services and to confirm. that �s�rvices. are availabie. Please review the �ttached site plan and ,
survey at your earliest convenience, and respond back to us with any commen�ts you may have.
. � r
Your input is very important to us. Should you �ave any questions, please feel free to contact me at 575-
" 9557. Your assistance is greatly appreciated. �
� :. � ,
. Sincerely, � ' ,
. � � .
, ' M. Troy Hollow�y � �
� Sr. Vice-President
- ' ,
�
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THE SCFi00L DISTRIC,- ..�= ART}1UR C. JOHNSON, Ph.D.
_Gl D�� pq�M BEACH COUrfTY, FLORIDA SUPERIPITENOENT
��-
� ; � PIANNING DEPARTMENT
3300 FOREST HILL BLVD., G110
i ���� WESTPALMBEACH,FL33406-5813
(561) 434-8100 FAX: (561) 434-8187 •
August 17, 2004
Ms. Carol Lux, Planner
Village of Tequesta
Box 3273 — 357 Tequesta Drive ,
Tequesta, FL 33469
RE: CONCURRENCY DETERMINATION — CASE NUMBER #04080201 C— ATLANTIS
TEQUESTA '
Dear Ms. Lux:
The Palm Beach County School District has reviewed the above referenced project for a
� Concurrency Determination for 108 multi-family units.
Attached please find the approved Palm Beach County School District Concurrency
Applicati�n and Service Provider Form for Atlantis Tequesta. This concurrency determination
� is valid for one (1) year from the date of issuance. Once a Development Order has been
;ssucu �i�r �hz pro;ect ihe concurrency deterrri�i�t:�n will be v�ii� #er ��:. �ite oi i�:�
Development Order.
If you have any questions regarding this determination, please feel free to contact me at
(561) 434-7343.
Sincerel ,
;
David DeYoun , C
Senior Planner
� Cc: Gentile Holloway O'Mahoney & Associates, fnc.
enc.
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S:\Planning\Public\INTERGOV\Concurrency\Concurrency Determination Letters\Concurrency\C04080201.doc
AN EQUAL OPPORTUNITY EMPLOYER
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The 5chool District of Palm Beach County
,�: Planning Department
,�� 3320 Forest Hill Blvd. C-110
West Palm Beach, FL 33406-5813
Phone:(561)434-8800 or(561)963-3877
. A. �� W Fax: (561) 434-8187 or (561) 434-8815
� � ���OR�EXCE[:1-�
Attention: Concurrency
The Schooi District of Palm Seach County
School Concurrency Application & Service Provider Form
Instructions: Submit one copy of the completed application and fees for each new r�sidential
project requiring a determination ofi concurrency for schools. A determination will be provided within
fifteen (15) working days of receipt of a complete application. A determination is not transferable and is
valid for one year from date of issuance. Once the Development Order is issued, the concurrency
determination shall be valid for the life of the Development Order.
Please check (�1) type of application (one only):
[ X] Concurrency Determination [] Concurrency Exemption [] Concurrency Equivalency
[] Adequate School Facilities Determination [] Letter ofi Nn Impact [] Time Extension
Fees: Concurrency Determinatlon or Adequate School Facfllties Determinatlon ($200.00 for more than 20 units / 20 units
or less $100.00); Equivalency ($125.00); Exemption or Letter of No Impact ($25.00); Tlme Extension ($75.00)
,,.
�. .: P.A�RT I:.. PRO:JECT:�INFO'�RMATION, :.'
P/ease atfach a copy of fhe site/subdivision plan, /ast recorded warranfy deed and consenf form
Project Name: Atlantis Tequesta MunlClpallty: Village of Tequesta
Property Control Number (PCN}: 60-43-40-30-00-001-01 70
60-43-40-30-00-001-012n
Location / Address of Subject Property: ±500' south of county Line, Road, west side
of U.S. Highway One.
DEVELOPMENT REQUEST:
Proiect Data �'� e �f !lnl±s
SectionlT�wns!;i^;!?a �� 3G /40: �; Si.r, I� �amil.
Pro'ect Acrea e 6. 03 x Multi-Famil Other than a artments
Total Number of Units 1 os A artments 3 stories or less
Will the Pro'ect be Phased?" /N rro Hi h Rise A artments
Concurrenc Service Area CSA 1 A e Restricted Adults Onl **
" If applicable, please attach a Phasing Plan showing the number and type of units to receive certificate of occupancy yearly.
" A Restrictive Covenant is required for age-restricted communities. ,
OWNERSHIP / AGENT INFORMATION:
Owner's Name Tequesta Royal LLc
�4gent'sName: Gentile Hollowav 0'Mahoney & A o�atPG Tnc�
Mailing Address: 1 907 Commerce Lane, Suite 1 01
Jupier, FL 33458
Telephone Number: 561-575-9557 Fax Number: 561 -575-5260
I hereby certify the statements or informatlon made in any paper or lans sub tted herewlth are true and correct to the
best of my knowledge.
� .`��
Owner r Owner's Signature Date
' PART:�II LO;CA�L;:GOUE,RNMENT!REVI . ;
Date Application Filed: ���-- � Petition Number: ar��t
Reviewed By: Title: �, �.,,,�
b L, Z. V
Did th.e pa� xhe � n� .A� to yo�? � YE& ,p;ea�a at tach pr,GOf �� Nay�ent}
J NO (If no, the applicant must pay the School District.
, The School District will not review without payment).
� � a � ,��
G t Repre entative Signature Date
PART lI1: T.O B:�E°COM�PLET.E BY�'�CH;OOL.DI.S:TRICT .
Date 8� Time Received: Q`( Case Number: �� �� �, Z,� �, C
1
�_ I verify that the project complies with the adopted Level of Service (LOS) for Schools
I verify that the project will comply with the adopted Level of Service (LOS) for Schools subject to the
" � attached conditions
I cannot verify that the project will c y wit e op d el o Service (LOS) for Schools
�5���
' School is�rict Re res tive Date
5:\Yl�anungiYublic'�.t')ata\C.;(.)NCF't�l(`_'\i�O.F<A�t�;''?f1U'_ Ccm.currenc.y :1pl�lic�ttiqt�.D(7C"
Gentile Holloway O'Mahoney & Associates response to the special
exception Criteria for the Atlantis Project
Presented On November 17, 2005
Re-submitted January 23, 2006
Section 78-362 Criteria (Special Exception Uses).
l. The purposed use is a special exception use.
Section 78-177 (d)(3) stipulates that a Planned Commercial District (PCD) is a
special exception use in the c-2 Community Commercial District. The code also
indicates that a request for a building height at 6 stories/84' which the Village
Council may approve is also a special exception. The application is requesting both.
It was understood at the November 2005 Village Council meeting that stepping the
building would be more desirable. To meet this request a portion of the building
needs to be at six stories/84'.
2. The use is so designated, located and proposed to be operated so that the public
health, safety, welfare and morals will be projected.
Article VIII Planned Commercial Developments outlines the allowed uses which
includes the proposed uses of the application. (78-251 purpose and intent "unique
commercial areas that encoura� the inclusion of an appurtenant living
environment ") (Section 78-255 (6) (a) (2)). The application has also shown that the
project as submitted meets all the development regulations including infrastructure
requirements, traffic concurrency and other applicable requirements so as not to
harm the public health, safety, welfare and morals of the Village of Tequesta.
3. The use will not cause substantial injury to the value of other properties in the
neighborhood where it is to be located.
The proposed project is a high quality residential and commercial mixed use project.
The value of the residential component is expected to be at or higher than the existing
residential units in the same district to the north. These units will not negatively
impact surrounding property value, it should increase them by bringing additional
residents into this commercial area to buy products and use existing commercial
services.
4. The use will be compatible with adjoining development areas, the proposed
character of the district where it is to be located.
The Village has previously approved a residential Town Home project with
commercial frontage (Casa Del Sol) north of the project. There is existing residential
and commerciczl uses to the east across ZIS Highway One. Other adjacent uses
include the shopping center to the south and the water plant site to the west. These
uses will not be impacted by this project. The project has included 10, 000 SF of
Commercial use and 79 residential units. The project to the north includes 10, 000 SF
of Commercial and 41 residential units. The project as proposed has placed the
commercial use towards US. Hwy One similar to Casa del Sol to the north and we
have "stepped" the building from one, three and four stories in the southern building
and six stories in the northern building (with the highest portion of the structure
towards the Village's Water Plant site to the west). This site profile minimizes
impacts to the area. In the previous application we requested the two buildings to be
at 5 stories in height. Understanding from some of the Village Council members
comments we have stepped the buildings with SD% of the building height under 5
stories.
5. Adequate landscaping and screening is provided as required in this Chapter.
The landscape plan submitted with the application exceeds the landscape
requirements as indicated in Division 4 Landscaping of the Village Zoning Codes.
Ample planted buffers have been included as well as a large native preserve a�ea to
the south west portion of the site.
6. Adequate off-street parking and loading is provided and ingress and egress is so
designed as to cause minimum interference with traffic on abutting streets.
The project exceeds the minimum parking requirements therefore there will be more
than adequate parking on the site. The main access from U.S. Highway One coupled
with the perimeter access drive insures no interference with traffic flows on U.S.
Highway One.
7. The use conforms to all applicable regulations governing the district where
located, except as may otherwise be determined for planned developing.
The project as amended and now before the village for consideration meets the
building height regulation of the C-2 zoning district and is requesting Village Council
consideration to allow a portion of the building to be at 6 stories, maximum of 84'.
Other portions of the building as re-designed are at 2, 3 and four stories in height.
Section 78-255 gives the council, at their discretion, the ability to allow a building
height in a PCD to six stories with a mcxximum height of 84'. Fifty percent of the
buildings as proposed are below 5 stories. All zoning district and PCD regulations
have been met with the proposed site development plan.
Section 78-363 Findings required for approval.
1. Compliance with all elements of the village comprehensive plan.
All levels of services as required by the comprehensive plan are met with the project
as proposed. Service provider letters have been p�ovided with this application that
indicates availability of services and capacities.
2. Ingress and egress to property and proposed structures thereon with particular
reference to automotive and pedestrian safety and convenience, traffic flow and
control, and access in case of fire or catastrophe.
The proposed site access ensures safe and proper ingress and egress to the property.
This is also true for pedestrians accessing the site from the U.S Highway One
sidewalk. We have also provided a continuous vehicular drive around the entire
structure with appropriate truck turning radii for emergency vehicle access.
3. Off —street parking and loading area, where required, with particular attention to
the items in subsection (2) of this section.
The site contains both below ground and surface parking. The surface parking is
mainly for the commercial space with the majority of sub-surface parking for the
residential units. The underg�ound pa�king allows screening of the parking for the
site; as well as creating a safe and secure envi�onment for the residents.
4. Refuse and service areas, with particular reference to subsections (2) and (3) of
this section.
Refuse collection shall be done within the building for the residential and the
commercial use. Units with truck loading areas in the rear of each building.
5. Nuisance factors detrimental to adjacent and nearby properties and the village as a
whole. Nuisance factors shall include but not necessarily be limited to noise,
odor, smoke, glare, electrical interference and/or mechanical vibrations.
Since the project is composed of residential units and commercial uses similar to the
adjacent properties, nuisances would not be a factor in this project.
6. Utilities, with reference to location, availability and compatibility.
Utilities and Utility capacities are available to the project site.
7. Screening and buffering, with reference to type, dimensions and character.
The project, as designed provides perimeter buffer landscaping, a large native
vegetative buffer to the southwest, and underground parking screening over 80% of
the provided parking.
8. Signs and proposed exterior lighting, with reference to glare, traffic safety,
economic effect and compatibility and harmony with properties in the distric�
All signage details will be provided at time of site plan review and will meet all
Village signage requirements.
9. Required yards and other open space.
All required yards and open space meet or exceed the requirements.
10. General compatibility with adjacent properties and other property in the district.
The proposed project is being developed within theC-2 District Land Development
Guidelines and the PCD regulations. Meeting these requirements insures
compatibility with the residential mixed use project to its North (Casa Del Sol), the
commercial use to the south and the condominium and commercial uses east of U.S.
Highway One. The building as �e-designed has reduced the height of the building
towards U. S. Highway one to a one/three story section and then stepping up to a four
story section. The six story portion is towards the western portion of the site against
the Village of Tequesta water plant and storage tank, the more massive portion of the
retail structure to the south and the three story town homes to the north.
Representatives of the project to the north have indicated they have no issue with the
proposed project.
11. Whether the change suggested is out of scale with the needs of the neighborhood
or the village.
The project meets the scale, use intensities and development regulations of the
village. The Village Council has the authority to allow the proposed building heights
and PCD, special exception use of the project.
12. Any special requirements set out in the schedule of site regulations in section 78-
143 for the particular use involved.
It is our understanding that the project as submitted meets the regulations of Section
78-143 and all related sections of the Land Development Regulations. The issue of
underground parking is not indicated in the regulations to be counted as building
stories. The code specifically indicates "basements" are to be counted as stories. A
basement is a habitable space. Underground Parking Garage is not a habitable
space and is not indicated in the code provisions to be converted as stories.
Other project information:
Proposed commercial uses include those uses permitted by Village Regulations.
A proposed public spa may be included and will have an estimated 12 employees.
The Commercial use of the project may have up to 4 tenants.
All Commercial uses in the project will be open to the public.
Commercial hours of operation will be from 7: OOAm to 11: OOPM.
i
FLORIDA SCRU�-JAY (A�alaeloco�aza coerulescens) SURVEY
ATLANTIS IN TEQUESTA
TEQUESTA, FLORIDA
June 2004
For
William E. Burckart & Associates
169 Tequesta lJrive, Suite 12-E
Tequesta, Florida 33469
�
' \�
� I
ENVIRONMENTAL SERVICES, INC.
1410 Park Lane South, Suite 1 �
Jupiter, Florida 33458
(561)743-5141
EPO4070
1 �
� TABLE OF CONTENTS
I. 1NTRODUCTION
..............................................................................................e,.......... l
II. METHODS .....................................................................................................................
A. Survey Methodology ..........:....................................................................e...........
B. Survey Results ....................................................................................................
IlI. S�JMMARY .................................................................................................................... 8
A. Conclusions .............................................................:...........................................�
�. Regulatory Context .............................................8
................................................
� ...10
; REFERENCES ..........................................:...........................................................................
i
�
LIST OF FICURES
� Figure 1 Srte Location Ma ••••�•••••••�•••••�•••�••""""""""'
I ' p ..................................................... .........4
' Figure 2 Soil Ma
p ................................................................................................. . ...
( Figure 3 Vegetative Communities Map •••••"'
� Figure 4 Scrub jay Territory Map .........................................................................e...........
i
i
! .......11
Attachment 1 Scrub jay Field Data Sheets .......................................................................
I
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; FLORIDA SCRUB-JAY SURVEY
ATLANTIS IN TEQUESTA
TEQUESTA, FLORIDA .
I. INTRODUCTION
The Atlantis in Tequesta property comprises approximately six acres of developed and
undeveloped land located to the south of County Line Road on the west side of U.S. �Iighway
One (US 1). Specifically, the property is located in Section 30, Township 40 South, Range 43
East in the Village of Tequesta, Palm �each County, Florida. 'The parcel is bounded on the north
by Casa del Sol, on the east by US 1, on the south by County Line Plaza, and on the west by
Cypress 1Vlanor Apartments and the Village of Tequesta Water Treatment Plant (�'igure 1).
The current property owner is proposing to construct a combination of office space and
townhomes on the approximate 6-acre parcel. The owner engaged Environmental Services, Inc.,
(ESI) to conduct a F'lorida scrub jay (Aphelocoma coerulescens) survey of the property to
determine potential occurrence and/or use by scrub jays. In compliance with U.S. Fish and
Wildlife Service (USFWS) guidelines which requires that valid scrub jay surveys be conducted
during spring breeding season, July, or September-October, the scrub jay survey on this site was
conducted during May 2004. This report documents the results of that survey.
� II. METHODS
A. Survey Methodology
The preliminary reconnaissance determined that the scrub j ay field study would
encompass the entire 3.5 acres of undeveloped land. Consequently, the property was
evaluated for occurrence of scrub-jay habitat Types I, II, or III as defined by Fitzgerald, et
al. (1991). Type I habitat contains more than 15 percent aerial coverage of scrub oaks.
Type II habitat comprises areas with scrub oaks (Quercus spp.), but less than 15 percent
aerial coverage. Type III habitat contains any upland or seasonally dry wetland within
0.25 mile of any area designated as Type I or Type III habitat.
1. Habitat Evaluation. Random pedestrian transect surveys were conducted
� throughout the property to determine occurrence of Types I, II, and III scrub jay
habitat and quality of habitat within each type. Field notes were recorded
regarding aerial coverage and size of scrub oaks, exotic/nuisance vegetation;
extent of off-road vehicle impact; and unauthorized dumping of solid waste.
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�...�.--��� f
Section 30, Township 40 South, Range 43 Eas[ `� _. � 4_� ,�-�_�_ � � � � �\ `'' � '., �' � ';' {' ' I I
� ���.� •�� . � � I� 4.1 . Q° r .
� Figure: �
Location/Topographic Map
Atlantis in Tequesta Sol Scrub-jay Survey project: EPO4070
ENVIRONMENTAL Palm �each Gounty, Florida �ate: May 2004
SERVICES, INC.
Q 1998 E51
�
2, Scrub-�ay Nest Survev. A scrub-jay nest survey of the property was
conducted on 3 May 2004. Using pedestrian transect surveys, an ESI biologist
physically inspected all scrub oaks and Brazilian pepper (Schinus terebintliifolius)
suitable for nesting activities. Typically, scrub jays use only scrub oaks for
nesting; however, in this instance, all trees of a suitable size were inspected.
3. Scrub-jav Survev. Based upon habitat evaluation, 18 tape play-back
stations were established across the undeveloped property. National Weather
Service forecasts on VI�F radio were rnonitored the nights and early mornings
before each survey to assure on-site conditions were conducive to attracting scrub-
jays. Pedestrian tape play-back surveys were conducted between 7:30 AM to 9:00
AM from 3 May through 6 May 2004.
Tape recorded scrub jay calls were played at each station for a minimum of one
minute in each of the four primary compass directions. Tapes were played in an
appropriate orientation toward the nearest scrub oaks. Calls were also played
between stations in order to maximize the opportunify for attraction of scrub-jays.
Once scrub jays were attracted to a station, the tape player was turned off when it
was determined that all birds had been identified.
For ease of future data recording, individual birds were assigned an alphabetic
� character. I�ata recorded on scrub jay field survey data sheets included the
following: Date of survey, survey start and stop times, times at individual survey
stations, weather conditions, biologist/observer name, and results of observation.
In addition, off-site locations used by scrub jays were mapped. At the end of each
survey day, all data were reviewed and compared in order to formulate a site
usage map and to determine the number of scrub jay groups present.
4. Listed Species Survey. A pedestrian survey of the parcel was conducted to
map the occurrence of listed plant or wildlife species. Listed species of plants and
wildlife are found in Florida's Endangered Species, Threatened Species and
Species of Special Concern (Florida Game and Fresh Water Fish Commission
2004) and Preservation of Native Flora of Florida, Chapter SB-40 (Florida
Department of Agriculture and Consumer Services, Division of Plant Industry,
February 2003). Any occurrences of listed species were recorded.
B. Survey Results
l. Habitat Evaluation. Natural Resources Conservation Service (NRCS) soil
survey information records St. Lucie sand, 0 to 8 percent slopes as occurring on
the site (Figure 2). Although NRCS typically associates these soil types with
- scrub habitat dominated by sand pine (Pinus clausa), the eastern half of the 3.5-
� acre parcel was cleared prior to 1965. The only scrub community that currently
exists is located on the western half of the property. The property comprises areas
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� of bare sand; concrete pads, native and exotic vegetation, and can be classified as
disturbed upland scrub (Figure 3). A general description of disturbed upland
scrub vegetative community is given below.
1. Retail Sales and Services (FLUCFCS 14101. The area of Retail
Sales and Services is located on the northern portion of the site. . The Great
� American RV park has scattered scrub oaks (Quercus spp.) within the
western portion.
I
2, l�isturbed LT�land Scrub (FLUCFCS 4360). Upland scrub
vegetation on the property comprises native and exotic vegetation in the
! canopy, with recruitment of a combination of native scrub vegetation and
' nuisance species in the herbaceous layer. The dominant tree species are
scrub oaks and earleaf acacia (Acacia auriculiformis). Herbaceous species
� include torpedo grass (Panicum Yepens.), IVladagascar periwinkle
(Carantlius roseus), wild grape (Vitis rotundifolia), ragweed (Ambrosia
artemisiifolia), love vine (Cassytha filiformes), gopher apple (Licania
michauxii), prickly pear cactus (Opuntia compressa), and coastal sand bur
(Cenclzrus spinifex).
� The project site has been severely impacted by historical clearing activities, which
have led to invasion by exotic and nuisance species on the site. None of the site
� can be classified as environmentally sensitive land or intact native upland
' vegetation.
i Based solely upon observed scrub oak density and distribution, the undeveloped
� site was classified as Type II scrub jay habitat (Fitzpatrick, et al. 1991), where
exotic vegetation has displaced native vegetation in the canopy and shrub layers.
i Properties located north, south,. and v�est of the property contain Types II and III
habitat. Both Types I and II habitat comprise native oaks, but Type II areas also
� contain cultivated and exotic vegetation. Although we did not quantify how much
of these off-site areas the scrub-jays use, data collected during this survey
� document scrub jay use of these off-site areas.
2. Scrub-jav Nest Survey. Four abandoned nests that likely were scrub jay
, nests were found on the property. Three of the nests are located in a scrub oak by
� Playback Station 8 and one is located in a scrub oak by Playback Station 9.
� 3. Scrub jav Survev. Data sheets for this survey are included as Attachment
� 1. A survey data map depicting play-back station locations, number, identity, and
location of scrub jays seen at each station is included as Figure 4.
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c`
` ' °����'���, S =�Y F � ,, ;�`� . �C�� �4;`�'. `�. II/[Il= Scr�ab-jay habitat type (Fitzgerald et a1.,1991) S �Y�
. M1 �,,a
� A# = number of times scrub jay "A" was observed in '�a'�
. 0 100 200 Feel '�<
'" '-� each area durin 4 da s of surve s :��•�
• o o.o2s 0.050 Km ��`' ° g y y � .
'r_�.,.. '�z
��;;:: � ': = estimated on-site scrub-jay territory (1.3 acre) � •�
I �� ` �
Source: Palm Beach County Aerial Photograph, 2002
� � � ❑ = survey station number �,. �'�,
Seclion 30, Township 40 South, Range 43 Easl
� � . . . _�..�:::[t. : _. _ .. ��ti _».. ..::�t.e. , :R' ;;k._. _ _ ... . ...,, ..:i:.'d.::.�. ,fi.
ENVIRONMENTAL •�� Scrub-jay Territory Map Fi ure: 4 N
; SERVICES, INC. Atlantis at Tequesta Scrub-jay Survey Date: Ma 2004 �
� Jupiter, Florida Palm Beach County, Florida Project No.: EPO4070 A
' ; One group (hereby referred to as Group 1) of three scrub jays was observed
intermittently using the western portions of the property. 'The majority of the
observations were made at Playback Stations 6, 7, 8, 9, 10, 11, 12, 13, and 14
within the western portion of the property. On the first day of the survey, 3 May
2004, a total of three jays (A B& C) were observed at Playback Stations 4, 5, 6, 7,
8, 9, 10, 1 T, 12, 13, and 14. A total of three jays (A B�i C) were observed at
� Playback Stations 6, 7, 8, 9, 10, 11, 12, and 13 on the second day and were
identified as Group 1. Only one scrub jay was observed at Playback Stations 6, 7,
� 8, 9, 10, 11, 12, and 13 on the third day. Only one scrub jay was observed at
I
Playback Stations 6, 7, 8, 9, 10, 11, 12, and13 on the fourth day. '�wo of t ese
birds were banded. Scrub jay A is an adult banded with a pink band on top of a
; blue band on the right leg and a silver band on top of a pink band on the left leg.
' Scrub jay B is an adult banded with a pink band on top of a blue band on the right
leg and a silver band on top of a blue band on the left leg. Scrub jay C is believed
to be an unbanded juvenile.
On the first and second days scrub jays were observed on the westernmost corner
of the Great American RV park on the northern section of the property and
- probably forage on the adjacent properties. It is concluded that the group,
i comprised of the banded female, banded male, and un-banded juvenile, forage for
, a portion of their time each day in the off-site Type II and III habitats.
' ( 4. Listed Species. No plants or other animals listed as protected by federal,
� state, or local environmental regulatory agencies, nor any signs of such plants or
i animals, were observed within the parcel.
III. SUMMARY
i A. Conclusions
�
The scrub jay is the only federally listed threatened or endangered species found
� on the Atlantis in Tequesta site. Data collected and analyzed during the four-day
� survey reveal that the scrub jay group uses approximately 1.3 acres of the western
property as part of its territory. Based on a suggested minimum sustainable
f territory size of 13.5 acres per family group (Woolfenden and Fitzpatrick 1984),
less than 10 percent of the groups territory is located on the Atlantis in Tequesxa
site.
�
B. Regulatory Context
� Under the Endangered Species Act (ESA), Section 9, with respect to any endangered
species of wildlife listed pursuant to Section 4, it is unlawful for any person to take any
--- officially listed species within the United States or its territories [ESA Section 9(1)(B)].
�. � The term "take" is defined as "to harass, harm, pursue, hunt, shoot, wound, kill, trap,
� capture, or collect or to engage in any such conduct with respect to federally listed
I
8
i
�
r
j endangered species of wildlife" [ESA Section 3(18)]. The definition of "take" also
includes significant habitat degradation or modifications that kill or injure listed species
by significantly impairing essential behavioral patterns. In the case of Atlantis in
� Tequesta, any incidental take that may occur would be associated primarily with the take
of portions of existing habitat during construction activities. Although highly unlikely,
, additional incidental take could occur in the form of injury to the birds themselves.
��
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�: LITER.ATUI�E CITED
Cox, J.A. 1984. Conservation and ecology of the Florida scrub-jay. �Tnpub. I'h.D. dissertation,
University of Florida, Gainesville. 185p.
. 1987. Status and distribution of the Florida scrub-jay. Florida Ornithological
Society, Gainesville, Florida
, Fitzpatrick, J.W., (B.E. Woolfenden, and M.T. Kopeny. 1991. Ecology and development-related
habitat requirements of the Florida scrub jay (Aphelocoma coerulescens coerulescens).
Florida Game and Fresh Water Fish Commission, Nongame Wildlife Program Technical
, Report No. 8. Tallahassee, Florida.
Florida I�epartment of Transportation, State Topographic Bureau, Thematic Mapping Section.
� 1985. Florida land use, cover and forms classification system (FLUC�CS). 79p.
�'lorida Game and Fresh Water Fish Commission. 1997. F'lorida's Endangered Species,
Threatened Species and Species of Special Concern, Official Lists. Tallahassee, Florida. 15p.
� Rodgers, J.A. Jr., H. Kale, and H.T. Smith. 1996. Birds. Volume V of Rare and endangered
� biota of Florida. R.E. Ashton, Jr., ed. University of Florida Press, Gainesville, Florida.
�� U.S. Fish and Wildlife Service. 1990. Recovery plan for the Florida scrub jay. U.S. Fish and
� Wildlife Service, Atlanta, Georgia.
� U.S. Department of Agriculture, Soil Conservation Service. 1978. Soil Survey of Palm �each
� County Area, Florida. 95p + maps.
� Woolfenden, G.E., and J.W. Fitzpatrick. 1984. The Florida scrub jay demography of a
cooperative-breeding bird. Princeton University Press, Princeton, New Jersey.
� . 1996. Florida Scrub jay (Aphelocoma coerulescens). In: The Birds of North
' America, No. 228 (A. Poole and F. Gill, eds.). The Academy of Natural Sciences,
, Philadelphia, and the America Ornithologist's Union, Washington DC.
I
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10
' ; ATLANTIS AT TEQUESTA PARCEL
SCRUB JAY SURVEY FIELD DATA SHEET
ENVIRONMENTAL SERVICES, INC.
Observer: Todd Mimnaugh # 1 of 1 Day 1 of 4
Date: 5/03/2004 Average Temperature: 73 ° F Cloud Cover: 20 %.
Wind Speed: <5 mph; Direction: from NE Visibility: ft
�� Preci itation Toda NA "
' Precipitation Previous Night: NA P y�
I Survey Start Time: 7:30 am Survey End Time: 9:30 am
� Station Time at Results/Notes (# jay groups -#jays -#juveniles)
No. Station Page 1 of 2
(from - to)
` 1 7:30 — 7:33 No scrub jays observed.
2 7:35 — 7:38 No scrub jays observed.
; 3 7:40 — 7:43 No scrub jays observed.
1
( 4 7:45 — 7:48 One scrub jay observed flying from the west, perches on an ear leaf acacia. Scrub
� jay is banded. Right foot has a pink band on top of a blue band. Left foot has a
silver band on to of a pink band.
� 5 7:52 — 7:55 Previously observed scrub jay follows me to the next station. Perches on an oak.
I 7:59 — 8:02 Previously observed scrub jay follows me to the next station. Perches on an oak.
, 6
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7 8:05 — 8:08 An unbanded scrub jay flies in from the west. Perches right on starion 7. The
j previons scrub jay remains in the same iree.
8 8:12 - 8:15 Unbanded jay follows me. Another scrub jay flies in from the south west. This jay
, is banded with silver on top of blue on the left leg and pink on top of blue on the
; right.
�
g 8:21— 8:24 All three scrub jays perched on trees responding to the tape.
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. 10 8:28 — 8:31 All three scrub jays perched on trees responding to the tape.
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I 11 8:35 — 8:38 All three scrub jays perched on trees responding to the tape.
� ( 12 8:41 — 8:44 The unbanded scrub jay flies to the north to the adjoining property and perches on
an oak tree. The two banded jays respond to the ta e.
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13 8:48 — 8:51 The first scrub jay follows me to a near by scrub oak.
14 8:53 — 8:56 No scrub jays observed.
15 8:58 — 9:01 No scrub jays observed.
� 16 9:03 — 9:06 No scrub jays observed.
� 17 9:10 — 9:13 No scrub jays observed.
18 9:16 — 9:20 No scrub jays observed.
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� i � ATLANTIS AT TEQUESTA PARCEL
SCRUB JAY SURVEY FIELD DATA SHEET
ENVIRONM[ENTAL SERVICES,INC.
Observer: Todd Mimnau h # 1 of 1 Day 2 of 4
Date: 5/04/2004 Average Temperature: 73 ° F Cloud Cover: 20 %
<5 m h; Direction: from NE Visibility:
Wind Speed: P
��
Precipitarion Previous Night: 0.5 " Precipitation Today: NA
' Survey Start Time: 7:30 am Survey End Tirne: 9:30 am
Station Time at iZesults/Notes (# jay groups -#jays -#juveniles)
� I�Io. Station Page 1 of 2
(from - to)
� 1 7:30 — 7:33 No scrub jays observed.
2 7:35 — 7:38 No scrub jays observed.
i 3 7:40 — 7:43 No scrub jays observed.
�
f ( 4 7:45 — 7:48 No scrub jays observed.
�
5 7:50 — 7:53 No scrub jays observed.
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6 7:55 — 7:58 One scrub jay observed flying from the west, perches on an ear leaf acacia. Scrub
jay is banded. Right foot has a pink band on top of a blue band. Left foot has a
silver band on top of a ink band.
I
'7 8:00 — 8:03 The unbanded scrub jay flies in from the north. Perches right on starion 7. The
� previous scrub jay remains in the same tree.
�
g 8:05 - 8:08 Unbanded jay and the first jay follow me.
� 9 8:10 — 8:13 The unbanded jay flies into an oak in the property to the north. up from the south
and erches in an oak.
10 8:15 — 8:18 Both banded jays are perched on trees responding to the tape. The unbanded jay
flies to the vacant roperty to the north.
I 11 8:20 — 8:23 The jay that is banded with silver on top of blue on the left leg and pink on top of
blue on the right flies to the vacant property to the north. The first scrub jay follows
me and.perches on a tree and res onds to the ta e.
�( 12 g25 — g:28 The first scrub jay follows me to a near by scrub oak.
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13 8:30 — 8:33 The first scrub jay follows me to a near by scrub oak.
14 8:35 —�:38 No scrub jays observed.
15 8:40 — 8:43 No scrub jays observed.
� 16 8:45 — 8:48 No scrub jays observed.
� 17 8:50 — 8:83 No scrub jays observed.
18 8:55 — 8:58 No scrub jays observed.
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i ATLANTIS AT TEQUESTA PAIiCEL
SCRUB JAY SURVEY FIELD DATA SHEET
ENVIRONMENTAL SERVICES, INC.
Observer: Todd Mimnau�_ # 1 of 1 Day 3 of 4
Date: 5/OS/2004 Average Temperature: 71 ° F Cloud Cover: 5%
Wind Speed: <5 mph; Direction: from NE Visibility: �
' Precipitation Previous Night: 0 " Precipitation Today: NA
„
• Survey Start Time: 7:30 am Survey End Time: 9:30 am
` Station Time at lZesults/Notes (# jay groups -#jays -#juveniles)
. No. Station Page 1 of 2
(from - to)
1 7:30 — 7:33 No scrub jays observed.
2 7:35 — 738 No scrub jays observed.
� 3 7:40 — 7:43 No scrub jays observed.
I
, ( 4 7:45 — 7:48 No scrub jays observed.
f
5 7:50 — 7:53 No scrub jays observed.
�
, 6 7:55 — 7:58 The banded scrub jay with the pink band on top of a blue band on its right foot and
silver band on to of a pink band on its left foot flies in from the southwest.
i
� 7 8:00 — 8:03 The same scrub jay follows me to a near by scrub oak and responds to the tape.
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j 8 8:05 - 8:08 The same scrub jay follows me to a neax by scrub oak and responds to the tape.
i 9 8:10 — 8:13 The same scrub jay follows me to a near by scrub oak and responds to the tape.
10 8:15 — 8:18 The same scrub jay follows me to a near by scrub oak and responds to the tape.
I
� 11 8:20 — 8:23 The same scrub jay follows me to a near.by scrub oak and responds to tiie tape.
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12 8:25 — 8:28 The same scrub jay follows me to a near by scrub oak and responds to the tape.
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'` 13 8:30 — 8:33 The same scrub jay follows me to a near by scrub oak and responds to the tape.
14 8:35 — 8:38 No scrub jays observed.
15 8:40 — 8:43 No scrub jays observed.
� 16 8:45 — 8:48 No scrub jays observed.
17 �:50 — 8:83 No scrub jays observed. .
18 �:55 — 8:58 No scrub jays observed.
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SCRUB JAY SURVEY FIELD DATA SHEET
ENVIRONMENTAL SERVICES, iNC.
Observer: Todd Munnau h # 1 of 1 Day 4 of 4
Date: 5/06/2004 Average Temperature: 73 ° F Cloud Cover: 5%
<5 m h; Direction: from NE Visibility: ft
Wind Speed: P
��
' Precipitation Previous Night: 0 " Precipitation Today: NA
� Survey Start Time: 7:30 am Survey End Time: 9:30 am
` Station Time at Results/Notes (# jay groups -#jays -#juveniles)
� No. Station Page 1 of 2
(from - to)
, 1 7:30 — 7:33 No scrub jays observed.
2 7:35 — 7:38 No scrub jays observed.
� 3 7:40 — 7:43 No scrub jays observed.
l
(� 4 7:45 — 7:48 No scrub jays observed.
(
5 7:50 — 7:53 No scrub jays observed.
i
I 6 7:55 — 7:58 The banded scntb jay with the pink band on top of a blue band on its right foot and
� silver band on top of a pink band on its left foot flies in from the southwest.
7 8:00 — 8:03 The same scrub jay follows me to a near by scrub oak and responds to the tape.
I
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! g 8:05 - 8:08 The same scrub jay follows me to a near by scrub oak and responds to t e tape.
i
� 9 8:10 — 8:13 The same scrub jay follows me to a near by scrub oak and responds to e tape.
� 10 $:15 — 8:18 'The same scrub jay follows me to a near by scrub oak and responds to the tape.
�
11 8:20 — 8:23 The same scrub jay follows me to a near by scrub oak and responds to the tape.
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12 g;25 — 8:28 The same scrub jay follows me to a near by scrub oak and responds to the tape.
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13 �:30 — 8:33 The same scrub jay follows me to a near by scrub oak and responds to t e tape.
14 8:35 — 8:38 No scrub jays observed.
: 15 8:40 — 8:43 No scrub jays observed.
I
16 . 8:45 — 8:48 No scrub jays observed.
I
; 17 8:50 —�:83 No scrub jays observed.
, 1g 8:55 — 8:58 No scrub jays observed.
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Stormwater Management Report
For
Atlantis
Tequesta, Florida
07-19-2004
02-07-2005
03-14-2005
01-24-2006
Prepared By:
Jeff H. Iravani, Inc.
Consulting Engineers
1934 Commerce Lane, Suite 5
Jupiter, Florida 33458
Tel: (561) 575-6030
Fax: (561) 575-6088
a ' ��d'a
• t��
. �ravan�, P.E.
ri�a Registration # 33155
Y f
1. Introduction
The site is located on the west side of US HWY-1 approximately l/8 mile south of County Line
Road and consists of 5.98 ac of partially developed land. Half of the site is developed as a
commerciaUautomotive use. The southern half of the property is vacant. A mixed use
development with 79 residential condominium units and a10,000 sf spa are proposed.
The drainage positive outfall shall be provided by a bubble up inlet on US HWY-1.
Section 30, Township 405, Range 43E, Village of Tequesta, Palm Beach County, Florida
2. Site Data
Lot Area 5.96 ac
Preserve 1.35 ac (Only 0.63 ac of preserve area drains into the basin)
Design Area 5.24 ac
Bldg 1.27 ac @ 100% imp
Pools/Patio 0.17 ac @ 100% imp
Pavt/sw 1.83 ac @ 95% imp
Open space 1.09 ac
Dry Det 0.25 ac
Preserve 0.63 ac
� Imp. Area 3.18 ac �
% Imp Entire site 53.4%
_ Drainage Area 60.7% . .
3. Design Criteria
Water Quality
V det req = 2.5"/12x 3.18 ac = 0.66 A-F
V(Req, VOT) _(Syr-ldy) x%imp x A= 6.45"i12 x 60.7% imp x5.24 ac = 1.71 A-F
Vprop °2.51 A-F @ EL 16.0 see stage/storage data
Syr-24hr storm peak stage 15.08 FT, NGVD
Min Pavt EL 16.80 FT
25yr-72hr storm peak stage 16.61 FT
Min perim berm EL 16.70 FT
100yr-72hr storm peak stage 19.50 FT
F.F.EL 19.64 FT Spa
26.0 FT Residence
1
4. Water Table
The water table is minimum of 15 ft below surface below the surface.
HWT of 5.0 FT, NGVD is assumed. HWT is indicated at 10.0 FT in flood routing program in
order to reduce the rows of 0.0 A-F in stage vs storage curve.
5. Utilities
Village Of Tequesta & Loxahatchee River Environmental Control District would be providing
water & wastewater services to this project.
6. Off-site Drainage
There is no off-site Discharge into this parcel.
7. Wetlands
There is no wetland on this parcel.
S. Pre/Post Dev-Development
Q (PRE) = CIA �
Where;
C=0.3
I= I max 25yr-3days = I 60.SOhr - I 59.Shr = 9.79-6.10 = 3.69 IN
' A= 5.96 ac
Q(PRE, 25yr-3day) = 0.3 x 5.24 ac x 3.69"= 5.80 cfs
Q(PRO, 25yr-3day) = 1.50 cfs (see drainage calc's)
Peak Stage (25yr-3day) = 16.61
Min Perim Berm El = 16.70
9. Irrigation
Groundwater / well shall be used for inrigation purposes. Water use permit from SFWMD has
been applied for.
2
. •
10. Exfiltration System
K = 2.46E-03 CFS/FT
H Z = 3 (16-13) FT
D � = 3 FT
W = 6 FT
D 0 FT
V(REQ) = 1.65 A-F x 12 IN/FT = 22.7 A-I
L(REQ) = V/[K (H Z W+ 2 H �- D u 2 + 2H Z D 5 ) + 1.39x 10 � 4 x WD �]
L(REQ) = 287 FT
L(PRO) = 522 FT
V(PRO) = 3.0 A-F
3
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S.F.W.M.D. INPUT DATA
-----------------------
PROJECT NUMBER : 0403-800
PROJECT NAME : Atlantis
PROJECT DESCRIPTION : Residential Condo/Comm
COMPONENT AREAS : 7
Component Type Starting Ending
No. Name % Impervious Storage Elev. Area Elev. Area
--------------------------------------------------------------------------------
l. Dry Det 0 V 15.00 ft. 0.13 ac. N/A N/A
2. Pavt 95 L 16.80 ft. 0.00 ac. 25.80 ft. 1.83 ac.
3. Building 100 N 26.00 ft. 1.27 ac. N/A N/A
4. Dry Det Bank 0 L 15.01 ft. 0.00 ac. 19.00 ft. 0.12 ac.
5. Pools/Patio 100 L 25.50 ft. 0.00 ac. 26.00 ft. 0.17 ac.
6. Open Space 0 L 16.50 ft. 0.00 ac. 25.50 ft. 1.09 ac.
7. Preserve 0 L 25.00 ft. 0.00 ac. 29.70 ft. 0.63 ac.
--------------------------------------------------------------------------------
WET SEASON WATER TABLE 10.00 f�
3 YR./24 HR. R.AINFALL 5.30 in
5 YR./24 HR. RAINFALL 11.25 in
10 YR./24 HR. RAINFALL 7..50 in
25 YR./24 HR. RAINFALL 9.00 in
100 YR./24 HR. RAINFALL 11.25 in
DISCHARGE CANAL NAME US-1
MAX ALLOWABLE DISCHA.RGE 6.60 cfs
LENGTH OF DISCHARGE PIPE 20.00 ft
DIAMETER OF DISCHARGE PIPE - 18.00 in
N-VALUE OF DISCHARGE PIPE 0.0130
WEIR CREST ELEVATION 16.00 ft
WEIR WIDTH 1.00 ft
ORIFICE ELEVATION 14.00 ft
ORIFICE HEIGHT 0.001 ft
ORIFICE WIDTH 0.001 ft
EXFILTRATION STORAGE 3.00 ac ft
EXFILTRATION TRENCH DEPTH 3.80 ft
Atlantis
STORAGE DATA
Dry Det = 0.13 ACRES Q 0% IMPERVIOUS = 0.00 ACRES
Pavt = 1.83 ACRES @ 95% IMPERVIOUS = 1.74 ACRES
Building = 1.27 ACRES Q 100% IMPERVIOUS = 1.27 ACRES
Dry Det Bank = 0.12 ACRES @ 0% IMPERVIOUS = 0.00 ACRES
Pools/Patio = 0.17 ACRES @ 100s IMPERVIOUS = 0.17 ACRES
Open Space = 1.09 ACRES @ 0% IMPERVIOUS = 0.00 ACRES
Preserve = 0.63 ACRES Q 0% IMPERVIOUS = 0.00 ACRES
TOTAL PROJECT = 5.24 ACRES @ 61% IMPERVIOUS = 3.18 ACRES
IMPERVIOUS AREA = 3.18 ACRES
PERVIOUS AREA = PROJECT AREA - IMPERVIOUS AREA
2.06 = 5.24 - 3.18
AVERAGE PROJECT ELEVATION = 23.20 FT.
WET SEASON WATER TABLE ELEVATION AT 10.00 FT.
SUBSURFACE STOR.AGE:
OVERALL DEPTH = 23.20 - 10.00 = 13.20 FT.
FROM S.F.W.�M.D. BASIS OF REVIEW :
USABLE STORAGE = 10.9 IN.
VOLiJME _(10 . 9/ 12 )( 2. 0 6 AC .)( 0. 7 5) = 1. 4 0 AC . FT .
INITIAL ABSTRACTION (S) = 1.40 / 5.24 = 0.268 FT. = 3.22 IN.
Dry Det STORAGE = 0.23 AC. FT.
EXFILTRATION STORAGE = 3.00 AC. FT.
TOTAL ONSITE STORAGE = 0.23 + 3.00 + 1.40 = 4.64 AC. FT.
Atlantis
STORAGE DATA
STAGE LAKE STORAGE EXFILTRATION STORAGE SURFACE STORAGE TOTAL
----------- ------------
--- -----
FT. AC. FT. AC. FT. AC. FT. AC. FT.
10.00 0.00 0.00 0.00 0.00
10.50 0.00 0.00 0.00 0.00
11.00 0.00 0.00 0.00 0.00
11.50 0.00 0.00 0.00 0.00
12.00 0.00 0.00 0.00 0.00
12.50 0.00 0.00 0.00 0.00
13.00 0.00 0.00 0.00 0.00
13.50 0.00 0.39 0.00 0.39
14.00 0.00 0.79 0.00 p,.�g
14.50 0.00 1.18 0.00 1.18
15.00 0.00 1.58 0.00 1.58
15.50 0.07 1.97 0.00 2.04
16.00 0.13 2.37 0.01 2.51
16.50 0.19 2.76 0.03 2.99
17.00 0.26 3.00 0.08 3.34
17.50 0.33 3.00 0.20 3.53
18.00 0.39 3.00 0.42 3.81
18.50 0.46 3.00 0.72 4.17
19.00 0.52 3.00 1.11 4.63
19.50 0.59 3.00 1.59 5.17
20.00 0.65 3.�0 2.14 5,�9
� ---------- SEE STAGE / STORAGE CURVE ---------- �
100 YEAR FLOOD PLAIN :
----------------------
24 HR. RAINFALL = 11.3 IN. --- 3 DAY RAINFALL =(11.3)(1.359) = 15.3 IN.
(15.3 - (.2) (3.22) ) "2
RUNOFF = --------------------- - 12.0 IN.
15.3 + (.8) (3.22)
VOLUME IN =( 12.0/12)( 5.2) = 5.2 AC. FT.
FROM STAGE / STORAGE CURVE --- FLOOD STAGE = 19.50 FT.
MINIMUM BUILDING PAD AT ELEVATION 26.00 FT.
Atlantis
5 YEAR 24 HOUR
TIME TIME RAIN TOTAL TOTAL TOTAL DIS- DIS- TOTAL VOLUME
INCR TOTAL RATIO RAIN RUNOFF RUNOFF CHARGE CHARGE DISCHG STORED STAGE
---- ----- ----- ----- ------ ------ ------ ------ ------ ------ -----
hrs. hrs. � in. in. ac.ft. cfs ac.ft. ac.ft. ac.ft. ft.
0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.00
10.00 10.00 0.213 1.38 0.14 0.06 0.00 0.00 0.00 0.06 15.00
1.00 11.00 0.269 1.75 0.28 0.12 0.00 0.00 0.00 0.12 15.00
0.50 11.50 0.319 2.07 0.44 0.19 0.00 0.00 0.00 0.19 15.00
0.25 11.75 0.479 3.11 1.07 0.47 0.00 0.00 0.00 0.47 15.00
0.25 12.00 0.656 4.26 1.92 0.84 0.00 0.40 0.00 0.84 15.00
0.50 12.50 0.729 4.74 2.29 1.00 0.00 0.00 0.00 1.00 15.00
0.50 13.00 0.767 4.99 2.49 1.09 0.00 0.00 0.00 1.09 15.00
1.00 14.00 0.818 5.32 2.77 1.21 0.00 0.00 0.00 1.21 15.01
10.00 24.00 1.000 6.50 3.78 1.65 0.00 0.00 0.00 1.65 15.08
PEAK STAGE = 15.08 FT. PEAK DISCHARGE = 0.00 CFS
MAXIMUM ALLOWABLE DISCHARGE = 6.60 CFS
WEIR CREST ELEVATION = 16.00 FT. WEIR WIDTH = 1.00 FT.
� � �
Atlantis
10 YEAR 24 HOUR
TIME TIME RAIN TOTAL TOTAL TOTAL DIS- DIS- TOTAL VOLUME
INCR TOTAL RATIO RAIN RUNOFF RUNOFF CHARGE CHARGE DISCHG STORED STAGE
------ ------ ------ ------ ------ ------
hrs. hrs. % in. in. ac.ft. cfs ac.ft. ac.ft. ac.ft. ft.
0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.00
10.00 10.00 0.213 1.60 0.22 0.10 0.00 0.00 0.00 0.10 15.00
1.00 11.00 0.269 2.02 0.41 0.18 0.00 0.00 0.00 0.18 15.00
0.50 11.50 0.319 2.39 0.62 0.27 0.00 0.00 0.00 0.27 15.00
0.25 11.75 0.479 3.59 1.41 0.62 0.00 0.00 0.00 0.62 15.00
0.25 12.00 0.656 4.92 2.44 1.07 0.00 0.00 0.00 1.07 15.00
0.50 12.50 0.729 5.47 2.89 1.26 0.00 0.00 0.00 1.26 15.01
0.50 13.00 0.767 5.75 3.14 1.37 0.00 0.00 0.00 1.37 15.01
1,00 14.00 0.818 6.14 3.46 1.51 0.00 0.00 0.00 1.51 15.01
10.00 24.00 1.000 7.50 4.67 2.04 0.00 0.00 0.00 2.04 15.49
PEAK STAGE = 15.49 FT. PEAK DISCHARGE = 0.00 CFS
MAXIMUM ALLOWABLE DISCHARGE = 6.60 CFS
WEIR CREST ELEVATION = 16.00 FT. WEIR WIDTH = 1.00 FT.
Atlantis
25 YEAR 72 HOUR
TIME TIME RAIN TOTAL TOTAL TOTAL DIS- DIS- TOTAL VOLUME
INCR TOTAL RA'�'IO RAIN RUNOFF RUNOFF CHARGE CHARGE DISCHG STORED STAGE
hrs. hrs. % in. in, ac.ft. cfs ac.ft. ac.ft. ac.ft. ft.
0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15,00
5.00 5.00 0.030 0.27 0.00 0.00 0.00 0.00 0.00 0.00 15.00
5.00 10.00 0.061 0.55 0.00 0.00 0.00 0.00 0.00 0.00 15.00
5.00 15.00 0.091 0.82 0.01 0.00 0.00 0.00 0.00 0.00 15.00
5.00 20.00 0.122 1.10 0.06 0.02 0.00 0.00 0.00 0.02 15.00
4.00 24.00 0.146 1.31 0.12 0.05 0.00 0.00 0.00 0.05 15.00
4.00 28.00 0.182 1.64 0.23 Q.10 0.00 0.00 0.00 0.10 15.00
4.00 32.00 0.217 1.95 0.38 0.17 0.00 0.00 0,00 0.17 15.00
4.00 36.00 0.257 2.31 0.57 0.25 0.00 0.00 0.00 0.25 15.00
4.00 40.00 0.288 2.59 0.74 0.32 0.00 0.00 0.00 0.32 15.00
4.00 44.00 0.324 2.92 0.94 0.41 0.00 0.00 0.00 0.41 15.00
4.00 48.00 0.359 3.23 1.15 0.50 0.00 0.00 0.00 0.50 15.00
4.00 52.00 0.404 3.64 1.44 0.63 0.00 0.00 0.00 0.63 .15.00
4.00 56.00 0.496 4.46 2.07 0.91 0.00 0.00 0.00 0.91 15.00
2.00 58.00 0.572 5.15 2.63 1.15 0.00 0.00 0.00 1.15 15.01
1.00 59.00 0.628 5.65 3.05 1.33 0.00 0.00 0.00 1.33 15.01
0.50 59.50 0.678 6.10 3.43 1.50 0.00 0.00 0.00 1.50 15.01
0.25 59.75 0.847 7.62 4.78 2.09 0.00 0.00 0.00 2.09 15.54
0.25 60.00 1.015 9.14 6.16 2.69 0.23 0.02 0.00 2.69 16.18
0.50 60.50 1.088 9.79 6.77 2.96 0.90 0.07 0.03 2.93 16.43
0.50 61.00 1.126 10.13 7.09 3.10 1.23 0.10 0.07 3.03 16.53
1,00 62.00 1.177 10.59 7.52 3.28 1.50 0.12 0.18 3.10 16.61
1.00 63.00 1.209 10.88 7.79 3.40 1.48 0.12 0.31 3.10 16.61
1.00 64.00 1.239 11.15 8.05 3.51 1.45 0.12 0.43 3.09 16.60
1.00 65.00 1.257 11.31 8.20 3.58 1.28 0.11 �0.54 3.04 16.55
1.00 66.00 1.275 11.48 8.35 3.65 1.16 0.10 0.64 3.01 16.52
6.00 72.00 1.359 12.23 9.07 3.96 0.69 0.06 1.10 2.86 16.36
PEAK STAGE = 16.61 FT. PEAK DISCHARGE = 1.50 CFS
MAXIMUM ALLOWABLE DISCHARGE = 6.60 CFS
WEIR CREST ELEVATION = 16.00 FT. WEIR WIDTH = 1.00 FT.
APPENDI�
�� �� �5 ��;�4 r�0�-A,M, Engineering 15617450981 T-514 P02/04 U-329
' ' A. M. El��]�l'EERlt1V�G AN� TESTY1vG, I1vC.
, 860 JUFITER PARlC DRIVE, UNIT #1
JC7PTT�R, FLOI2[nw 33458
LOCAL OFFICE: (S61) 745-1060 Fa�C: (561) 745-0981
(888) 339-sot�,
�
;
� EXFILTRATTUI� TEST �
Sauth Florida Water M�nagement District - Usuai Open T�ole Test
Client: The'Vara Group Project �Vo: 04-157�
4521 PGA �onlevard, Suite 308 Report No: --
Palm Beach Gardens, FI, 33418
Report bate: July 13, 2004
Site: Atlantis @ Tequesta Test Date: .�ul� 9, 2004
Tequesta, Palm �ea�h Co�nt�v, Florida
SOIL PROFTLE
Test Loca�ion: EX-1 De th feet SoiY riescri tion
(see F�oring 0-6'/a Ve li ht a fine sand
Location Plan) .
be t� to 'W'utier Table from Ground Surface feet '-6%
CALCUZATION OF HYDRAY.rt,YC COND�CJCTIVITY
Ground Surface �
�' H�rdraulic Canducti�vity i �,�� s 10'
j � I cfs/ ft�' —. ft head
i � � Stabilized �low Rate �
j i Q � cubic ft er second �' ���
1 r� I d Diameter af Test T�ole
H !� �I feet j 0.33
Water Table � i � �7epth to Water Tab1e i 6.0
(feet) � �
_ � � DS Saturated Hole Depth
DS (feet) 0.0
K _ 4� Notes: '"Assumed �valu� for caiculation.
�
nd{2H_ + 4H2D + H
Distribntion: Reviewed by:
Client (3) A. J�I. ENG �E�R1N� b TIESTIN�, INC.
I� � �� C' ��� e
,� , , � / ¢
RGA/sh Ttebecca Grant AscoIi, P.E.
Florida Registration N'o. 51863
I SE'RYBR-Abf�''.CamparryVC.O.D. Jvbs{7ke �ura Craup104-l574 - �1dan�ls Q Teq. -�'X Form - SFWMD Form - CJseurl0pen Flole.doc
02-08-'05 08;25 FAOM-A.M, Engineering 15617450981 T-514 P03/04 U-329
. � �
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: Water table, ft 6
� Water table, iu . 0
bepth of screen 6
ID of screen 4
Gal,lons of water 5
Time, minates 0
Time, seconds 14
K= 2.46E-03 �FS/Ft nf he�d
Q= 4.77�-02 CFS
. d= 033 Feet
Hz 6.00 Feet �
ps= 0.00 Feet
tISERYER-�lMElComparsylC.O.D. Jobsl77te I/ara Oroup104-1574 • Atlanrls C Teq. -�X Form - SFWtifD Form - U.rua! ppen Hole.doc
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BO�NC LOCATION PLAN p�o��crNQ:
aa-i s�a
: GEO't'�C�1�TCA�, EXPLQ�►TION �, IV1, ENGiNE�R�NG AND TESTINC, INC.
A"��.A�ti`TIS @ TEQUESTA 8601UPIT P anrc bnive C,IN1T 1
TEQ�,'�STA, PALM BEA.CH C4UNTY, FLORIDA JUPir��, FLOx�nn 33458
TBU 561) 74�-! 060 Enx: (561 74� -0981
Atlantis
TownshipiSection ' ,�
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Township: 40 South � � � � � � ' ' ' .
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07-06-'04 16:23 FAOM-A.M. Engineering 15617450981 T-482 P02/21 U-218
I
GEOTECHIVIC.AL ENGINE�RYNC SERVICES
746 YJ.S. HIGHWAY ONE
TEQCJESTA, FALM B�AC$ COUNTY, FLO�tTDA
� pROJEC"T NO. 04-1490.
NN� 2004
Prepared for
The Vara Group
Attention: Mr. Dominic Vara
4521 PGA Baulevazd, 5uite 308
Palm Beach Gardens, FL 33418
Prepared bv
A. M. Engineering and Testing, Inc.
860 rupiter Park Drive, l'Ynit #1
; Jupiter, Florida 33458
� Phane: 561-745-1060
�'ax: 561-745-0981
�'I-06-'04 16;24 F�OM-A.M, Engineering 15617450981 T-482 P03/21 U-218
A. M. ENGINEERING AND TESTING, YNC.
860 J'UPITER PARK DR1fvE, U'NIT 1
J�1pYTl�t, Ft,ORID� 33438
; (561) 7'45-1060 O�'�'YC� - (561) 743-0981 FAx
�
rune 21, 2004
The Vara Group
Attn: Mr. Dominic Vara
4521 PGA Boulcvazd, Suite 308
Palm Beach Gardens, FIorida 33418
Re: Preliminary �eotechnical Ezploration-proposed Atlantis at Tequesta
746 U.S. Highway Oue, Tequesfa, Palm Beach Co�tbty, Ftorida
Project No. 04-1490
Ladies and Gentlemen:
A. M. Engineering and Testing, Inc. is pleased to submit this report of our preliminary
geotechnical exploration for the referenced project, This letter describes the completed
field services and presents our findings and conclusions based on the encountered soil
conditions. Additional explorations and testing �uvill be necessary.
PROJECT DESC��'TION
The project site comprises �.5 acres located on the west side U.S. Highway 1 south of
County Line Road. The proposed construction consists of two 12 story tove�ers �vith
footprints of appro�cimately 13,650 square feet each and two smaller one to two story
structures with footprints of 4,000 and 8,000 square feet. Two levels of underground
parking are planned below the taller buildings (approximately 15 feet below grade). The
maximum column loads for the towers were reported to be 2,000 kips; th� maximum
colurnn and wall loads for the smaller structures were anticipated to be less than �0 kips
and five kips per lineaz foot respectively,
We received copies of the Boundary and Topographic Surve�s prepared by Donald 0.
Daniels, Inc, for the north and south parcels. T'he surveys indicated that the site is lacated
; in Govemment Lot 1, Section 30, Towuship 40 South, Range 41 East. The site slopes up
' from approxinnately elevation 16 feet NGVD on the east end to elevation 26 in the
proposed locations of the towers.
� If an� of the . above infvrmation is incorrect, A. M. Engineering should be advised
immediately to review our recommendatians and revise them as needed.
07-e6-'04 16;24 F�OM-A.M. Engineering 15617450981 T-482 PO4/21 U-218
A.1V1. �NC3N�LRYIV'G AND TESTING, INC.
Prelirninary Geotechnical Exploration
Atlantis @ Tequesta
Project No. 04-1490
�
FIELD E7�PLO�tATIONS
: The subsurface conditions below the proposed footprints of the buildings were explored on
June 3, 20Q4, vv�ith ten (10) Cone penetrometer soundings (CpT) and three (3) Auger
Barings (AB). The drill cre�v met our client at the site. The approximate locations of the
exploratians aze noted on the �oring Location Plan. The depths on the bori.ng logs indicate
depth below the e�cisting ground surface at the time the explora,tions were completed.
The CPT soundings were performed in general compliance with ASTM D 3441, "Deep
Quasi-Static, Cone and Friction-Cone Penetration Tcsts of Soils", and the auger borings
with ASTM D 1452, "Practice for Soil Tnvestigation and Sampling by Auger Borings".
USGS TOPOGRAI'T�TCAL A.ND USDA SOIL SCJ'Yt'V'E'Y INFORMATION
We re�viewed the USGS 7.5-minute series quadrangle topographic map of the area, entitled
7upiter, FL. The USGS map showed the project site is located on a dune-like ridge with
elevations in the project �vicinity rangin� from 15 feet NGVD on the east side to over 25
feet NGVD on the west half.
The Soil Survey of the palm Seach County Area by the Y.J.S. Dept. o�Agniculture identiH�d
the main soil type in the project vicinity as St. Lucie sand, 0 to 8 percent slopes (Sc$). St.
Lucie soils are nearly le�vel to sloping, exeessively drained, deep sandy soils on long,
narrow, dune-likc ridges near the Atlantxc coast. U�nder natural condirions the water table is �
below a depth of six feet.
FINDINGS
Otar field crew described the site as sloped (down to the east) vvith surrounding vegetation
including oaks and weeds. They observed the same development on the site as noted in the
boundary surveys: two single story cammercial buildings with paved areas on the north
parcel and a burned residence on the south parcel.
� The subsurface soils encountered. i.n the au�er borings generally consisted of sands with
some surficial vegetation underlain by sands to the bottom of the borings at depths of six.
� The friction ratios fram the CPT soundings indicate clean granular soils throughout the
� entire explored depths.
1 The seven CPT soundings in the footprints of the one and two story buildings and the south
tower indicated the soils Were generally loose to firm to depths of 10 feet, and �n to
mediurn dense from 10 to 20 feet, the termination depth of the majority of the soundings.
CPT-3 iu the north low-risc building was terminated. at a depth of 15 feet due to refusal.
2
07-06-'04 16:24 FBOM-A.M. Engineering 15617450981 T-482 P05/21 U-218
A.1V1. ENGWEERyNG AND T�STING, Y1�IC.
Preliminary Geotechnical Bxplaration
Atlantis @ Tequesta
Project No. 04-1490
i
The remauung three soundings in the footprint of the north tower detected firm to medium
dense soils with non-continuous layers of dense to very dense soils to depths of 20 feet, the
termination of the shallor�v soundings.
The two deep soundin�s, one in the center of each tower, indicated firm to medium dense
soils from depths of 20 to approximately 40 feet, underlain by derise to very dense soils
vvith loose lenses. Both soundings rw'ere terminated due to refusal at depths of 41 and 48
feet.
Graund water was more than si�r feet below the existing ground surface at_ Che time the
auger borings were completed. We anticip�te that the water table at this site will be 15 to
20 feet below the existing grade.
DISCUSSIONS AND RECOMMENLIATIUNS
One and Two Stoty Btrildings
At the lacations tested, the explorations indicate �enerally suitable subsurface soil
conditions for support of one and two story stntctures using shallow footing founda�ions
after the standard good practice site preparation procedures are follo�ved,
Towers
. The initial soils data indicate that a mat foundation may be feasible, Prelirninary
calculations consideriflg a 15-foot excavation for the parking levels and� a total building
load of four kips per square foot (l:s�, approximatel� 300 pounds per square foot per floor,
gave total settlements on the order of 1%z inches for the soil la�+ers between depths of 1 S
and 50 feet. However, we do not have a�� information regarding the deep soil conditions
which could influence the behavior of a large mat £oundation.
Alternatively soil improvement techniques such as stone columns could be used to increase
the soil bearing capacity below isolated column footings. Allowablc bearin� capacities of
eight ksf are achievable. Tta,e depth of improvement would depend om #he �'ooting size.
, Considering a 2,000 kip column load, impro�vement would need to extend to depths of at
least 20 to 25 feet belor�v the bottom of the excavativn.
The CPT soundings appear to ha�ve encountered a lay�r of very dense soiUrock that could
' provide a bearing layer for a deep foundation, typically augered cast-in-place piles or
� caissons. Addirional Standard Penetration Test borings will be necessaiy to confum the
tiuekness and relative densiry af the beazing layer before pile capacities can be pror�ided.
3
�r 1ti ;'L4 F�OM-A.M. Engineering 15617450981 T-482 PB6/21 U-Z18
A.1VY. ENGINEERIIV'G AN'b TESrWG, YNC.
Prelim►nary Geatechnical ��cploration
Atlantis @ Tequesta
� . Froject No. 04-1490
,
Please note that the abo�ve £undings are �ased on a limited number of soil borings to limited
depths. Additional testing should be perfornied bclow the proposed building locations to
. verify the depth and thicknesses of the suitable bearang layers before a foundation system is
select�d.
Roadways and �'ndergro�r�d U�ilities
Based on the borings, the sails are suitable for support of the access dxi�es and parking
areas using typical pavemenf profiles, Construction of the roads should conform to the
� latest FAOT specifications.
The soils excavated during the uCility installations wili be suitable for use as backfill in the
utility trenches,
Add�tional Explorations �
As mentioned in the previous sections, additional borings are� required below all the
shvctures in order to prepare final foundation recommendarions. T'he explorations below
the lor�v-rise buildings should extend to depths of 15 feet. The borings for the towers should
extend to depths of about l OQ feet depending on the soil conditions.
CLOSCJ�tE
This report is for the exclusive use of our client in the design and construction of the
previously described piojeet. The right to rely on this report ma�+ not be assigned without
v�rritten permission of A. M. Eng�ineering and Testing, Inc.
This report has been prepared in aecordance with generally accepted geotechnical
engineering practices in the State of Florida. No other warranty, expressed or implied, is
naade. We do not guarantee performance in au� respect, only that our work mects normal
standards of professional care. Our recommendations are based on the project information
furnished to us, the results of our field explorations and our past experience. They do not
reflect variations in subsurface conditions that may exist 6etween our borin;�s and in
unexplored areas of the site. The nature and extent of such vaziations ma� not become
` evident until further explorations are made or construction is underway. Should su�ch
' variations be observed, we recommend that A. M. Engineering and Testing, Ync. be
requested to observe the actual site conditions and re-evaluate ow rccommendations, if
necessary,
Environmental concerns, including (but not limited to) the possibility that hazardous -
materials or petroleum contaminated soils or groundwater may be present on the project
a
�r-�d- �4 Ie;GS FBOM-A.M. Engineering 15617450981 T-482 P07/Z1 U-218
A. M. �NGINE�AIN'G AND TESTINC,IN'C.
Preliminary Geotechnical Exploration
Atlantis Q Tequesta
, Project No. 041490
�
site, were not included in the scope of work. Furthermore, our expiorations dfd p�t
incl�de determination or deliueation of "wetland" areas.
A. M. Engineering and Testin�, Ync. has appreciated the opportunity to assist you with this
phase of your project. If you have any questions regarding this report or need any fuxther
information, please call us.
Respectfully submitted,
A. M. EN'GTNEE�tING AND TESTTI�TG, INC.
�� ���� 6/ L� �
� ��
T�evin Ferguson, P.E. ebecca Grraut Ascoli, P.E. .
Froject Engineer Senior Geotechnical Engineer
�'lorida Registration No. 51863
KF/I2GA;sh
Attachments: Boring Location Plan
� Key to Soil Classification
CPT Soundings (10)
� Boring �T.ogs (3)
CC: Client (3)
C;1Doruments and SeuingsUga,ccollUJybocwnentrUM-,J�plReportslCommercial BldgsL4donris @ Teq, Comrncrr,�'al Pre, REY.doc
S
07-06-'04 16:25 FBOM-A,M, Engineering 15617450981 T-482 P08/21 U-218
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DATB:
r[�E VARA GRdUP 6 ��
� ` PRQlECI' NO:
BO�tING LO�ATYON �PY.,AN oa:iaqo
�EOTECFiN1CA�. �XPLORATIOK A. M. ENG,[NEERt1YC �U T�S't'M�,. �NC.,:.;f
ATLANTiS Q TEQUE5T� 860 Juprrax.[�,+xtc Di�y�, Urrtr i
JCfP17ER, FtARIUw 33458. '
U.S. HXGH�VAY ONE, TEQUESTA 'i'��,; (�6t).74'S•tQ60 F�X: (56t)Z�t5-0981 `-
PAI.M 1�EACH COUNTY. FLORIDA .
07-06-'04 16;25 F�OM-A.M. Engineering 15617450981 T-482 P09/21 U-218
A. M. ENGIN�EAING ANb TES1`TNG, YNC.
I�Y TO SUIL CLASSIFICATION
;
j I. C�,,ASS�FICATION' O�' SUIL CONSTXTUENTS BY pARTYCLE SIZE*
Cate o Particle Diameter
Silt and Clay Less than 0.0029 inch (0.074 mm) [»ot visible to hUman
�a
Satid Fine — 0.0029 inch to 0.017 inch (0.0�4 mm to 0.42 mm)
M�dium — 0.017 inch to 0.079 inch (0.42 to Z.0 mrn)
Coarse — 0,079 inch to 0.19 inch (2.0 ta 4.75 mm)
Gravel Fine — 0.19 inch to 0.75 inch
Coarsc — 0.75 inch to 3 inchcs
Cobblos 3 to I Z inches
Bouldc�rs Greater than 12 inches
* Unified Soil Classification System (ASTM D 2487-43)
II. AMO'C.J'NT OF NIINOR CONSTITUENTS YN SOIL �
Contcnt of Minor SOIL Canstituents Modifier Content of ORGANlC Gomponents*
(Shell, Silt, etc.)*
2% to 5% T1"dcz 1% to 2%
5% to 12% Little 2% to 4%
12% to 30% SOmc �% to 8%
30% to 50% And Greatar than $%
* Approximations based on visual e�tamination of samples and results of laboratory analyses,
� if available.
�X. CORRELATYUN OF RELATY`V� DENSITY A1V� C01�1SISTENCY
WITH STAN'bARD PENETRAT� RESISTANC� �,
AND CO1V� PENETROIVIET�R RESISTAI�CE, p�
--�
SAI�b5 and GRAVEL SILTS and CLAYS
Blows / faot Relative Cone $lowa� / foot Cone
. N Densfty Resist�nce N Consfsteacy Resistance
ts ts
0— 4 'V loose 0-15 0— 2 Ve soft 0� 3
' S--10 Loose 20 — 40 3— 4 Soft 4- 6
� 11— 20 �'irm 40 — 80 5-- 8 Firm 7� 12
21 — 30 Medium dense 85 —120 9-15 Stiff 13 — 25
31— SO Dcnsc 125 — 200 16 — 30 V stiff 25 — 50
Over 50 Ve dense O�vcr 200 Ovcr 30 Hard Over 50
� �� � 1� �� rn��, �,�,. nnglneering 15617450981 T-482 P10/21 U-218
y � A.1t� ENGINEERr1VG AND TE'S771VG, INC.
Client The Vara Group 06/03/04
Project Ailantis (� Tequesta, U5 Highway 1 ProJ�ct No, 04-1490
Tequesta, Palm Beach County� Ftorida
Location CPT-1, East Side of the Southsast Buiiding
� Elevation Existing Grade
Water Table N/A
Field Party DR/Jo
Rig # 2
Cone Boariny - TSF FHction Ratto
Depth 0 50 700 150 200 250 0 2 A 6 8
P PtS qC FR Meters 0 0
4 8 3.3 0.2
5 7 10 8.8 0.4
20 25 40 1.7 0.6
25 3� SQ o.8 0.8
30 33 60 0.4 1
25 27 50 0.8 1.2
25 28 50 1.3 1.4
25 30 50 1.3 1.6 5 g
25 30 50 1.3 1.8
28 - 33 56 1.2 2
25 30 50 1.3 2.2
25 30 50 0.8 2.4
25 28 50 1.1 2.6
28 30 52 1,3 2.8
30 35 60 1.3 3
32 38 84 t.0 3.2 10 t0
� ao 7o aa s.a
35 38 70 0.9 3.6
32 37 64 1.0 3.8
30 35 60 1,1 4
ao 35 so �.� a.z
27 32 54 0.T 4.4
30 33 80 1.1 4.6 � 5 � 5
30 35 60 0.9 4.8
32 3s sa 1.0 5
32 37 64 2_i 5.2 �
30 40 60 1.1 5.4 � �
35 40 70 1.9 5.6 � ,.r,'
30 40 60 2.2 5.8 � a
35 45 7D 1.9 6
35 Q5 70 0.0 6.2 "20 20
25 25
a 30 30
�
a5 35
�'t-�6-'04 16;26 F�OM-A,M, Engineering 15617450981 T-482 P11/21 U-218
A. M. ENCrINEERl'NGAND TEST1'N�G, INC.
Client The Vara Group p�/p�/04
Praject Atlantis Q Tequesta, US Highway 1 Project No. 04-1490
Taquesta. Palm Beach County, Florida
' Location GPT-2, West Side of the Southeast Building
' Elevation E�usting Grade
Water Tabls NJA
Field Party DR/JO
Rig # 2
Cono Besring - TSF Friction Ratlo
P P+S �eP� U 50 100 150 200 25U � � � 6 8
qc FR Meters 0 0
7 14 2.829 0.2
10 1� 20 1,3 d.4
20 22 40 1.7 0.6
zs ao 50 o.a o.a
25 28 50 1.3 1
20 25 40 1.3 1.2
15 19 30 1,3 1.4
15 18 30 1.3 1.6 g g
17 20 34 0.8 1.8
1$ 20 36 0.7 2
20 22 40 0.7 2.2
20 22 4Q 1.0 2.4
22 25 44 0.6 2.9
2$ 30 58 1.2 2.8
30 35 60 1.1 3
35 40 70 0.8 3.2 �� 10
35 a0 70 o.s 3.a
35 40 70 1.9 3.6
40 50 80 1.0 3.8
42 a8 8a �.s 4
40 50 80 4.8 4.2
50 55 100 0.4 4.4
50 53 100 0.7 4.6 1 r� 15 y
50 55 100 0.7 4.8
45 50 90 0.9 5
42 A8 84 0.8 5.2
40 45 80 1.3 5.4 � �
40 48 80 0.5 5.6 � r
40 43 80 1.0 5.8 a �
' 42 48 84 0.8 6
� 42 47 84 0.0 6.2 20 20
!
25 25
, 30 30
35 35
� �� �� �� �o rn�u-A ��. �ngineering 15617450981 T-482 P12/21 U-218
�' � 14. M. EN'G1'1V'EiERING AND T�'STI1Vrr, INC.
Client The Vara Group 06/03/04
Project Atlantis (� Tequesta. US Highway 1 Project No. 04-i490
Tequesta, Palm Beach Gounty, �lorida
1 l.ocation CPT-3, Center Area of the Northeast Building
Elevation Exist(ng Grade
Water Tabie N/A
Field Party DR/JO
; Rig # 2
Cone Bearinp - TSF Friction Ratfo
P P+g �� � � 100 150 200 250 0 2 4 8 8
qc FR Meters Q 0
9 18 1.467 0.2
1� 12 2d 'i.3 0.4
15 17 30 0.9 0.6
�s 2a 3s �.1 0.8
22 25 44 1,5 1
20 25 40 1.0 1.2
25 28 50 1.3 1.4
25 30 50 1_3 1.6 5 5
, 30 35 60 0.9 1.8
30 34 80 1.1 2
' 25 30 50 0.5 2.2
� 28 30 58 0.9 2.A
32 36 64 1.0 2,6
• 35 40 70 0.9 2.8
40 45 80 O.S 3
� 40 45 SO 0.8 3.2 � � 10
a0 45 80 0.8 3.4
40 45 80 0.8 3.6
35 d0 70 0.9 3.8
25 30 50 1.3 4
15 20 30 1.3 4.2
15 18 30 4.4 4.4
' 70 80 140 0.9 4.6 � 5 15
� 18U 190 3fi0 0.4 4.8
, 250 260 5Q0 �#H!## 5
Refusal
� �
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. .20 20 -
ZS 25
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35
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er-�b-`� le:G7 FROM-A,M. Engineering 15617450981 T-482 P13/21 U-218
} A. M. ENGINEE�1'N"G AND TESTING,1'1VC.
Client The Vara Group OS/03/04
Project Atlantis Q Tequesta, US Highway 1 Project No. 04-1490
Tequesta, Palm Beach Counry, Florida
` Location CPT-4, SouthTower Building .
-' Elevation Existing Grads
Water Table N/A
Field Party DR/JO
Rig # 2
Cone Bearing - TSF Friction Ratio
Depth 0 sp �oo �so zoo 250 0 2 4 8 a
P P+S qc FR Meters 0 0
7 14 0.943 0,2
8 9 16 6.3 0.4
40 50 80 1.7 0.6
45 55 90 0.7 0.$
40 45 80 0.8 1
30 35 60 0.4 1.Z
23 25 46 0.9 1.4
20 23 40 1.0 1.6 5 5
20 23 4Q 1.7 1.8
2t - 26 42 1.8 2
22 2T 44 0.6 2.2
25 27 50 1.3 2.4
25 30 50 1.3 2.6
30 35 60 1.3 2.8
32 38 64 1.0 3
35 40 70 0,9 3.2 �� 10
40 45 80 1.7 3.4
50 80 100 0.9 3.6
55 62 110 1.2 3.8
50 60 100 1.3 4
60 70 120 1.1 az
60 70 120 1.1 4,4
60 70 120 1.1 4.6 � 5 15
55 65 170 1.2 4.8
50 60 100 1.3 5
40 50 80 i.2 5.2 �
� 30 37 60 1.1 5.4 �
35 40 70 0.9 5.6 � _
40 45 SQ 0.8 5.8 Q �
35 40 70 2,3 6 -
ZZ 34 44 0.0 6.2 ' 2� 20
25 2 � � ,
� 30
, -
35 35
�l 1b:G'( F�OM-A,M. Engineering 15617450981 T-482 P14/21 U-218
• , .
A.11�. ENGINEERI'1V'G �1ND TESTING, I'1VC.
Client The Vara Group 06/03/04
Projsct AGantis (� Tequesta, US Highway 1 Project No. Q4-1490
Tequesta, Palm Beach Cou�ty, Florida
' Location CPT-5, SouthTower Building
! Elevation Existing Grade
Water Table N/A
Field Party DRIJO
Rig # 2
Cone BeaHng • TSF Frictton Ratio
Depth o � �� �� 2 � Z � 0 2 a s a
P P+S qc FR Meters 0 0
8 16 0.825 0.2
9 10 18 1.5 0.4
15 17 3Q 2.2 0.8
25 30 50 1.3 D.8
25 30 50 1.1 1
25 29 50 0.9 1.2
20 23 40 0.7 1.4
18 ZO 38 1.1 1.6 5 5
17 2Q 34 1.2 7.8
20 - 23 40 1.7 2
20 25 d0 3.3 2.2
4U 50 80 0.8 Z.4
20 25 40 1.T 2.6
20 25 ao 1.7 2.8
25 30 50 7.3 3
25 30 50 1.3 3.2 �fl ��
d0 45 80 1,7 3.4
40 50 80 0.8 3.8
50 55 100 1.3 3.8
50 60 100 1.3 4
50 60 100 1.3 4,2
50 60 700 0,7 4.4
50 55 100 1.3 4.6 � 5 � 5
45 55 90 1.5 4.8
40 50 80 1.0 5
30 36 60 0.7 5.2 � �
20 23 40 U.7 5.4
15 17 30 2.2 5.6 � �
,z ,� z4 �.� 5.$ o a
, 15 18 30 0.9 6
18 20 36 O.0 6,2 �20 20
25 25
, 30 - 30
35 35
07-06-'04 16:27 FAOM-A,M, Engineering 15617450981 T-482 P15/21 U-218
A. M. �'1VGIN.EERING AND TESTI7VG', INC.
Client The Vara Group 06/03/04
Project Atla�tis (� Teguesta, US Highway 1 Project No. 04-1490
Tequesta, Palm Be�ch County, Flo�ida Page No. 1 of 2
' Location CPT-6, South Towsr Bufidlr►g
! Elevation Existing Grada
Water Table N/A
Field Party DR/J�
Rig # 2
Corw Bearing - TSF Frfetion Rstio
Depth p 50 �oo �5p zo� 250 0 2 a 8 9
P P+S qc FR Meters 0 0
15 30 0.44 Q.2
15 18 30 1.3 0.4
15 18 30 2.2 0.6
20 25 40 1.0 0.8 '
20 23 40 1.0 1 _
20 23 40 1,3 1.2
18 22 36 1.i 1.4 -
2Q 23 4� 0.7 1.fi 5 - 5
20 22 40 1.0 1.8
te 21 38 1.1 2 '
20 23 4U 1.0 2.2
20 23 40 Q.7 2.4
20 22 40 0.7 2.6
20 22 40 1.0 2.8
21 24 42 1.8 3
2Q 25 40 1.0 3.2 � Q � 0
3Q 33 60 1.1 3.4
40 45 80 0.8 3.8
35 40 70 '1.9 3.8 -
40 50 80 7.7 4
45 55 80 1.0 4,2
40 47 80 2.5 4.4
35 50 70 2.8 4.6 �g 15
35 50 70 1.1 a.8 -
32 36 64 1.0 5
30 35 BO 1.1 5.2 � �
20 25 a0 7.7 5.4 � �
25 30 50 0.8 5.8
30 33 �,.8 5.8 a o
30 38 60 0.2 8
32 33 64 1.0 6.2 � 20 20
35 40 70 0.8 6.4
35 40 70 1.1 6,6
A2 48 84 1.6 6.8 �
40 50 80 0.8 7
45 50 90 1.5 7.2 -
50 60 100 1.3 7.4
50 60 10Q 1.3 7.6
80 70 120 1.1 7.8 25 25
65 75 130 1.0 8
50 80 100 0.7 8.2
60 65 120 1_ 1 8.4
' S0 60 100 0.7 8,6
70 75 140 0.9 8.8
� 50 60 100 1.3 9
50 60 100 1.3 9.2 30 30
� 54 6p 1 pp 1.3 9_4
55 65 110 1.2 9.6
50 60 9 00 0.7 9.8
• 80 85 120 1.1 10
60 70 120 1.1 10.2
� a5 55 90 0.> > o.a
45 50 90 1.� 10.6
30 37 80 1.8 10.8 � 35
30 38 60 0.0 11
�r 1b :�� F�OM-A.M. Engineering 15617450981 T-482 P16/21 U-218
� A. M. ENGIIVE'ERl'1VG �1ND TESTING, �1VC.
Client The Vara Group 06/03/04
Project Atlantis f� Tequesta, US Highway 1 Project No. 04�1490
Tequssta, Palm Beach County, Florida Paga No. 2 of 2
Location CPT-6, SouthTower Building
' Elevation Existing G�ade �
Water Table N/A
Field Party DR/JO
I Rig # 2
Cono Baar(ng - TSF Friction Rafio
P P+g �epm Q 50 100 150 200 250 0 2 4 fi 8
qC FR Meters 36 38
30 60 2.2 11
40 50 80 0.8 11.2 -
30 35 60 1.1 11.4
15 20 30 1.3 11.6 �
15 18 30 2.2 11.8 .
10 15 20 3.3 12
15 20 30 4.4 12.2 - -
60 70 120 0.6 12.4 41 q�
70 75 140 0.5 12.6
70 . 75 140 0.9 12.8
80 90 18� 0.8 13
50 60 100 1.3 13.2
50 60 100 1.3 13.4
100 110 200 0.1 13.8
18 20 36 0.7 13.8
. 8 10 16 1.7 14 46 48
15 1T 30 2.2 14.2
50 55 100 0.7 7 4.4
55 60 110 1.2 14.6
250 260 50� #�### 14.8
Refusal
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��� �Y 1�.�a rn�r� H �,. �ngineering 15617450981 T-482 P17/21 U-218
�'� '" 14. M. ENG11V'EERI'lYG AND TESTINC, �11TC.
Glient The Vara Graup 06103/Q4
Project Atlantis C� Tequesta, US Highway 1 Rroject No. Q4-9490
Tequesta, Paim Beach Counry, Flo�ida
' Location CPT-7, SouthTower Building
1 Elevation Existing Grade
Water Table N/A
Fieid Party DR/JO
, Rig # 2
Cone Bearing - T5F Frictlon RaEio
Depth o 50 �oo iso 200 2so 0 2 a s 8
P P+$ qc FR Meters 0 0
6 12 1.1 0.2
8 7 12 3.3 0.4 -
10 13 20 3.3 0.6
15 20 30 2.2 0.8 -'
• 15 20 30 1,3 1
15 18 30 1.3 1.2
12 15 24 1.1 1.4
75 17 3U 0.9 1.6 5 - 5
18 20 38 1.1 1.8
z0 23 a0 z.o 2
2s 2s so a.8 z.2
25 28 50 1,6 2.4
22 2$ 44 1.5 2.6
25 30 50 2,6 2.8
25 35 50 2,6 3
30 40 60 1,1 3.2 �� 10
30 35 60 1,3 3.4
27 33 54 1.2 3.6
30 35 60 2,2 3.8
30 40 60 1.1 4
35 40 70 0.9 42
35 40 70 1.1 4.4
35 41 70 1,1 4.6 15 15
32 38 64 2.1 a.a
35 45 70 0,6 5
40 43 80 1,7 5.2 � �
35 45 70 U.9 5.d
35 40 70 1.7 5,6 L �
32 38 64 1.0 5.8 � a
32 37 64 O.A 6
35 37 70 0.0 6.2 .20 20
25 25
�� 30
35 �
07-06-'04 16;29 FROM-A.M. Engineering 15617450981 T-482 P18/21 U-218
� A. M. �IV'GIN.�ERINCr AND TESTI'IYG, ING.
Client The Vara Group 06/03/04
Project Atiantis (Q� Tequesca, US Highway 1 Projoct No. 04-1490
Tequesta, Palm Beach County, Florida PaBo No. 1 of 2
' Location CPT-8, (Vorth Tower Buiiding
� Elevation Existing Grade
Water Table N/A
Field Party QR/J�
Rig # 2
Cone Baarinp -TSF Frictlon Ratio
Dspth o so 100 150 2oa 2sa o 2 a s e
P p+S qc FR Mets►5 0 0
5 10 2.64 0.2
10 12 20 6.6 0,4
30 40 60 1.1 0.6
55 BO 110 1.2 0.8
50 60 t00 4.0 1
25 55 50 1.8 1.2
35 42 70 1.9 1.4
35 45 70 1.9 1.6 5 5
40 50 80 1.7 1.8
45 - 55 90 1.5 2
55 65 110 1.2 2.2
60 70 120 1.1 2.4
50 60 100 1.3 2.8
45 55 90 0.7 2.8
7D 75 140 0.9 3
55 65 110 0.6 3.2 � 0 � 0
50 55 100 1.3 3.4
60 70 120 7,1 3.6
�o �o �ao o.a 3.s
eo �oo sao o.� a
100 110 200 0.7 4.2
80 90 180 0.$ 4.4
70 80 140 0.5 4,6 t5 15
70 75 140 0.5 4.8 -
60 65 120 0.6 5
45 50 90 O.y 5.2 � �
35 40 TO 0.9 5.4 �
35 40 TO 0.6 S.6 �
35 38 7� 1.3 5.8 � �
30 37 60 1.3 8
32 38 84 1.2 6.2 '20 2Q
42 48 84 0.8 6.4
40 45 80 1.7 6.6
30 40 60 2.2 6,8
35 45 70 0.9 7
35 40 70 1.3 7.2
40 47 80 1.7 7.4
45 55 90 1.5 7.6
30 40 60 1.8 7.8 25 25
40 48 80 1.7 8
45 55 80 1.5 8.2
35 . 45 70 1.9 8.4
4U 50 80 1.0 8.6
42 48 84 0.8 8.8
40 45 89 0.8 9
32 37 64 2.1 9.2 30 30
40 50 80 1.0 9.4
42 48 8d 0.8 9.6
40 45 80 0,8 9.8
32 37 64 0.6 10
32 35 64 1.0 10.2
40 45 80 1.T 10.4
40 50 80 1.7 10.6
50 60 100 0.7 10.8 35 35
50 55 100 0.0 11
07-06-'04 16:29 F�OM-A.M, Engineering 15617450981 T-482 P19/21 U-218
A.1'1�. ENGINE.�RING AND TESTI'1VG, INC.
Client The Vara Group 06/03/04
Project Adantis (� Tequesta, US Highway 1 Project No. 04-1490
Tequesta, Palm Beach County, Florida Page No. 2 of 2
Location GPT-8, NorthTower Building
� Elevation F�cfsting Grade
Water Table N/A
Field Party DWJd
Rig # 2
;
Cone Bearing - TS� Friclion Ratio
Depth o 50 �oo �so 200 2so p 2 a s 8
P P+S qc FR Meters 36 38
50 100 1.056 11
40 48 80 1.3 11.2
42 50 84 1.6 T1.4
45 55 90 1.5 '11.8
35 a5 70 o.s 1 �.s
35 40 70 1.9 12
35 45 r0 1.5 12.2 "
42 50 84 1.6 12.4 41 41
35 45 70 1.9 12.6
180. 190 360 0.4 12.8
' 250 2fi0 500 ###!t# 13
• Refusal
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07-06-'04 16:29 FROM-A.M, Engineering 15617450981 T-482 P20/21 U-218
A. M. EN'Gl'1V'L�ERING AND TEST71VG,1'NC.
Ciient The Vara Group 06/03/04
Project Atlantis C� Tequesta, US Highway 1 Project No. 04-1490
Tequesta, Pafm Seach County, Florida
' Location CPT-9, NorthTower Building
- Elsvation Existing Grade
Water Table N/A
Field Party pWJO .
Rig # 2
� C,ons Boaring - 7'8F FriCtion Ratio
Depth o 50 �o0 150 200 2so 0 2 a s s
p p+S qc FR Metefs p 0
6 12 2.2 0.2
20 22 40 3.3 U.4
80 90 160 0.8 0.8
110 120 220 0.6 0.8
� 120 130 240 0.8 1
110 120 220 0.3 12
55 60 110 1.0 1.4 5 �
42 5(? 84 1.1 1.6 5
30 37 60 1.1 1:8
25 30 50 1.3 2
25 30 50 0.8 2.2
30 33 fi0 1.3 2.4
32 38 64 1.0 2.8
35 40 Tp 0.9 2.8
35 40 70 1.5 3 � p 10
40 48 84 0.8 3.2
45 50 90 0.7 3.4
50 55 100 0.4 3.6
50 53 100 0.7 3.8
50 55 100 0.7 4
50 55 100 0.7 4.2
42 47 84 Q.8 4.4
35 40 70 0.9 4.6 15 � g
35 40 70 2.5 4,8
35 48 70 0.9 5
35 40 70 0.8 5.2 � �c
33 37 68 2.0 5_4
35 45 70 0.9 5.6 � �y
40 45 80 1,0 5.8 0 0
42 48 84 1.1 . 6
45 52 90 O.Q 6.2 20 20
26 25
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07-a6-`04 16;30 F�OM-A.M. Engineering 15617450981 T-482 P21/21 U-218
ai �� ..
A. M. ENGINEERING A,1VD TESTI'1V�G, l"NC.
Client Ths Vara Group 06/03/Q4
Project Atiantis � Tequesta, US Highway 1 project No. 04-1490
Tsquesta, Palm Bsach County, �Iorida
' Location CPT-10, NorthTowsr 8u1lding
! Elevation Existing Grade
Water Table N/A
Field Patty DR/JO
Rig # 2
Cone Bearing - TSF Friction Rstic
agptn 0 50 100 150 200 250 � 2 4 6 8
P P+S qc �12 Meters � 0
3 8 2.2 0.2
4 5 9 1.7 0.4 -
4 5 8 5.0 0.6
5 8 10 13.2 0•e
50 60 100 0.7 1
7p 75 140 0.9 1.2
. 50 60 1 QO 0.7 1.4 5
50 55 100 1.3 1.6 5
45. 55 80 1.5 1_9
a5 55 90 1.5 2
� 50 60 100 1.3 2.2
40 50 80 1.T 2.4
35 45 70 1.9 2.8
30 40 80 2.2 2.8
33 a3 66 1.6 3 � 10
37 45 74 0.9 3.2
40 45 80 0.8 3.a
40 45 80 0.8 3.6
4a 45 80 1.3 3.8
50 58 100 1.3 4
50 60 100 1.3 4.2
50 60 100 Q•7 a.4
45 50 90 0.7 4.6 � 5 15
40 45 SO 0.8 4.8
35 40 70 U.9 5
a5 50 s0 0.7 5.2 � �
30 35 60 1.1 5.4 � �
25 30 50 0•5 5.6
18 20 36 1.8 5.8 o O -
' � 15 20 30 0.9 8 �
28 30 56 0.0 6.2 20 20
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35 35
TRAFFIC IMPACT REPORT
FOR
Atlantis
Tequesta, Florida
07-20-2004
08-11-2004
08-23-2004
01-24-2006
Prepared By:
Jeff H. Iravani, Inc.
Consulting Engineers
1934 Commerce Lane, Suite 5
Jupiter, Florida 33458
Tel: (561) 575-6030
Fax: (561) 575-6088
� Z�d� Q�
f �, p.E
orida R e�;ist; ation #331 ��
.s� �B _,V p i .� -.'-
��
Table Of Contents
Item Page
Introduction 1
Trip Generation 2
Radius of Influence 3
Trip Assignment 3
Impact Analysis 3
E�ibit "A" Location Map
Exhibit "B" PHT
E�ibit "C" PHTM
Introduction
The site is located on the west side of US HWY-1 approximately 1/8 mile south of County Line
Road and consists of 5.98 ac of partially developed land. Half of the site is developed w/
existing 12,079 sf of commercial use buildings. The southern half of the property is vacant. A
79 unit condominium development with a l0,OQ0 sf spa are proposed. See Exhibit "A".
The access is to be provided by one turnout onto US-l. The turnout is right turn only.
The buildout and 100% occupation is expected by December 30, 2007. This report shall analyze the
traffic impact of the proposed project on the adjacent roadway system in accordance with Palm
Beach County Unified Land Development Code (LTLDC) Traffic Performance Standards.
1
Trip Generation
Institute Of Transportation Engineers (ITE) Trip Generation 7` edition, and Palm Beach County
approved trip generation rates were utilized to obtain the Average Daily Trips (ADT) and the
AM & PM Peak Hour Trips (PHT).
Use ADT AM PHT PM PHT
VTEPD VTEPH VTEPH
IN OUT IN OUT
Proposed
Residential Condo (ITE 230)
79 ea 553 7 36 33 17
Internal @ 10% 55 1 4 3 2
Health Club (ITE 492)
10,000 sf 329 5 7 21 20
Internal @ 10% 33 1 1 2 2
Pass By @ 5% 15 0 0 1 1 �
Total Attracted 794 10 38 49 33
Total Generated 779 10 38 48 32
Existing
Commercial (Exist)
12,079 sf 1,745 8 4 74 81 �
Pass By @ 44.83% 782 4 2 33 36
Generated 963 4 2 41 45
Net Generated (-)184 6 36 7 (-)13
2
Radius Of Influence
The proposed project generates additiona142 trips at AM Peak Hour and 6 trips less than the
previous use . As per Palm Beach County ULDC, the radius of influence for this project is0.5
mile for test-1. Therefore, the affected arterials are:
1. US-1 from Tequesta Dr to County Line Road
For test-2, there is no need to address any links.
Trip Assignment
The proposed trips are assigned to the arterials within the radius of influence based on the
existing travel patterns and population density patterns. The percentage of assignments are
indicated on Exhibit "B".
A directional split of 50% is assumed on all affected links.
Impact Analysis
Exhibits "B" indicate the proposed and total PM PHT on the affected arterials at buildout. All
the affected arterials will be operating below the LOS "D" threshold.
Exhibit "C" indicates the driveway peak hour turning movements.
This project traffic impact is insignificant on all affected arterials. Therefore, no further analysis
is required.
This project meets test-1 and test-2. Therefore, the proposal is in conformance with Palm Beach
County ULDC Traffic Performance Standards.
3
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EXHIBIT "B"
COUNTY LINE RD (2L)
E 1,965
B 39 2.01 %
P 11 25%
� T 2,015
.. C 4,680
.- S 47
N
�
PROJET
42
E 1,965
B 39 2.01 q
P 31 75�
T 2,035
C 4,680
S 47
TEQUESTA DR (2L)
A1A (2L)
¢ �
v
¢ J '-
Q v ?
��
J �
Q (n
E 2005 EXIST TRIPS PER PBC
B BACKGROUND TRIPS PER PBC HISTORICAL GROWTH (Total % at buildout)
P PROJECT TRIPS % TOTAL TRIPS
T TOTAL TRIPS
C CAPACITY, LOS ° D" THRESHOLD OR CRALL
S SiGNIFICANCE LEVEL, 1� OF LOS "D" THRESHOLD
AM PEAK HOUR TRIPS
(VTEPH)
�
�� ,
EXHIBIT "C"
AM 10
PM 49
AM IN 10 AM 38 �
OUT 38 PM 33 �
PM IN 49
OUT 33
DRIVEWAY PEAK HOUR TURNING MOVEMENTS
(VTEPH)
APPENDIX
------- -----
-- . _ _ _ _ _ - _. ___
DAILY DATA P EAK HOUR DATA
PEAK PEAK Growth AM L _ PM_ `�
------ — —
TATION STREETNAME LOCATION 2002* 2005 Rate N!E APP S/W APP 2WAY ' N!E APP S/W APP 2WAY
SR-RI 1 Alt /�lA 400' N afGardcns [31vd 29957 1443 ;iXG 232�) � I I�)0 1521 271 I
2820 ( )
2828 SR-811 (Alt AlA) 200' N of Lighthouse Dr 22295 23538 1.82% 1031 804 1833 I 973 1] 84 2156
1800 SR-811 (Alt AlA) 500' S of Loxahatchee River 41104 41973 0.70% 1991 1488 3342 I810 1915 35U9
1604 SR-811 (Alt AlA) 750' N of Indiantown Rd 30415 33675 3.45°/a 1540 1152 2543 1133 1701 2801
331 S SUMMIT BL 100' E of I-95 Overpass 15731 17275 3.17% 499 1005 1496 1089 793 I 882
361 1 SUMMIT BL 300' W of Military Tr 23124 26132 4.16% (25 1 17R 17R8 I 1478 903 2357
3657 SUMMIT BL 300' E of 1og Rd t 5141 18278 6.48% 811 1090 1901 i 934 75G 1689
3613 SUMMIT BL 700' W of Kirk Rd 26217 31106 5.87% 755 1977 2705 I t 351 1075 241 l
3615 SUMMIT BL 380' E of Kirk Rd 24258 28407 5.40% 71 U I 621 2297 � 1461 833 2271
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3617 SUMMIT BL 600' W of Congress Ave 27183 34174 7.93% 917 18U5 2700 � 1784 1008 2792
3619 SUMMIT BL 500' E of Congress Ave 16974 17543 1.11 % 658 871 I 510 j 816 722 1483
3621 SUMMIT BL 500' E of Florida Mango Rd 15619 17276 3.42% 491 I 005 1488 I 1 1 GO 793 1953
5808 SWINTON AV 262' S of Atlantic Ave 1 1719 565 5g4 834 � 534 38l 963 -
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5806 SWINTON AV 222' N of Atlantic Ave 12465 536 439 965 i 397 618 1004
1207 TEQUESTA DR I50' W of Old Dixie Hwy 13736 13687 -0.12% 540 558 l0(+2 � 613 517 I 1 t 5
1607 TONEY PENNA RD 250' W of Military Tr 12480 11552 -2.54% 404 .• 605 1005 I 680 423 I 102
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1609 TONEY PENNA RD 500' W of Old Dixie Hwy ] 0400 10722 (.02% 358 516 829 563 439 1001
3647 TURNAGE BL (Australian r 500' W of Australian,Ave ,. 12584 747 444 1 191 � 483 467 926
1304 US-1 1200' S of PB/MARTIN Cou 25921 26617 0.89% 1382 832 L965 ! 933 1 G61 2545
2832 US-1 500' N of Northlake Blvd 32121 33144 I.OS"/o 13 I 8 I I G I 2479 � 1385 1417 2795
2800 US-1 at City Limit Lake Park 30979 30966 -0.01% 1 1 13 141 I 2358 � 1537 1233 2775
1312 US-1 500' N of Donald Ross Rd 32927 32717 -0.21% 1441 1 I 16 2286 i 1 194 1578 2767
1802 US-1 100' N of Jupiter Inlet Bridge 24544 24992 0.20% 1029 922 i 867 j 1006 1 i 93 21 g 1
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1810 US-1 1500' S of Indiantown Rd 27152 28832 2.02% ]066 1033 2019 i 1 143 1347 2464
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Sheet No.
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m4-�3�1
PROPERTY CORNER DATA � �x,. u� �a
10 oun x onc onument PARCELI PARCELI
y IEGACISESCRIPTTON PER OFFIClAL RECORD BOOK 8945 PAGE 272 LE�AL DESCRIPTION PER OFFICIA! RECORD BOOK 9575. PAGE 1477
� Set PK Nail I S W s�h�er S mped L8 4165 6' S x 0.2' W arce an y ng m vemmen o, ec on , owns p outh, �'" "
Range 43 East, Palm Beach County, Florida. Sald Parcel being more The North 200 feet of the South 650 feet af Govemment Lot 1, West of State � �
particularly described as fallows; Roadll4 (alao knaw aa SWte Road #5) or U.S. #1). In Saction 3U, Township 40
� Found 5/8" Iron Rod & Cap Stamped LB 2799 0.12' N x 0.3' W South, Range 43 East, Palm Beach County, Florida, said parcel of land � N
Set PK Nail 8 Washer Sfamped LB 4165 From the Southwest comer of sald Govemment Lot 7, bear N. 00°16'10" E., fronting on the West side of U.S. Hlghway #1 approximatety 207.5 feet, having ''
along the Westerly ilne of sald Govemment Lot 1, a dlsWnce of 650.0 feet to a de th of a roximatel 900 feet, mora or less. �
( 4� Found PK Nail & Tin Tab Found the Polnt of Beglnning of the hereln described parcel of land; thence continue P pP Y
N. 69°16'1D" E., atong the Weslerl line of said Govemment Lot 1, a disWnce ,ok'` �
�5 Found 2" x 2" Conc Manumer�t of 147.47 feet; thence S. 89°24'30'�E., a distance of 620.98 feet; thence N. ,�a�
�6 Set 518" Iron Rod 8 Cap Stamped LB 4195 00°30'10" E., a disWnce of 9.48 feet; thence 5. 89°29'S0" E., a disfance of 81.14 � qo �
feet to a paint in the Westerly right of way line of State Road No. 5(U.S.
Highway No. t), said point being 51.00 feet (measured at ri�ht angles), from \
the center line ot said Sfate Raad No. 5; thence 5.16°50'20' E., alonQ said �
Westerly right of way line, a distance of 157.14 feet; thence N. 89°29 50" W.,
748.35 feet to the Point of Beglnning of the hereln described parcel af land.
LOCATION MAP (Naf fo aealeJ
Together with the following described parcel of land. �
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x ��d � rAO ,�+ 10'FPLEASEMOCITORBSBO6,PAGE1T73 '������� '- 5 �
� FPLALONO THIS LINE �
NORTM LINE SOUTH 450' M1 r
�%� � GOVERNMENTLO71 ry N89°29'50"W 809.99' � ,�, _ ,� �
A p � \ �A
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x••y i o i i w x� _
7 W 5 � g w LEGEND AND ABBREV/ATlONS `
ul
� x LL ��� "NOT FLAITED" � LB. • Llunud Bueln�ss �
�'�y � o BLDG=Bulldl�g
GL=Csnledlna
a� I � CB9 • Concrate 61ock Shuclure
a m � CONC • Cancreb `
i SOUTH LINE OF GOVERNMENT LOT i � FPL= Flond� Power S LiqM � -
._ ._._._._.. � NGVO=NallonalG�odWlc
4artlalDrtum -
FEMa= Fw.nl Eme�g.ncy I HEREBY CER?IFY thal thle survey was made under my reaponsibie charge and meets thd
� Manag.m.n� Aqenry Technica� SWMards as set fodh 6y the Flodda 8oard of Professional eyon and Map�irs in
SURVEYOR'S NOTES �c • Concreb Lipht Chapter 61G17�6, florida AdminisUative Code, pursuant to Sectlon 4:02 Fiorida Slat a.
1. The ex eded use of tNe aite Is Commercial. 8. Bearin Baae; The Wast Iina of Govemment Lof 1 is Wken to 6ear N00°16'10"E ♦• sioP sion -
p g � =Starm ManhoN
r 2. The overall Property contalns 262,747 square feeU 6.03 acres more or less. and all othar hearings are relative thereto, p=ciea� ouc '
\ 3. Foundadons, footers and other Underground Facilitlas not located, unleas 9• Property lies in Flood Zone "C" per interpretation ot FEMA's Flood Insurance �• EbcMc PuIIBox
Rate Ma Communk Panel Numtier 120228-0007-C, dated 913011982. � Fln Nydnnt DONALD D. �ANIELa
OthB�WISOShOWl1. p� y �+PmeursValve PROFES310NALSURVEYORBMAPPER
4. Encroachments as shown: None 10. Benchmark Reference: 8rass Disk "B•170", Elevation =16.34 NGVD per �• SanNary Manhola DATE OP SURVEY: January 78, 2003 FLORIDA CERTIFICATION N0. 2608
5. Existing easements and rfghts-of-way aa shown hereon are per Descrlption, Palm Beach County Department of Enginearing. • Q�waurcau varv.
unless othenvise shown. 10. this survey cannot be transierred or assigned, uNess written permission �- WrterNeler � ooNa�o o. BOUNDARY & TOPOGRAPHIC SURVEY OF:
m = cauh saa�
6. A search of the Public Records was provlded to this Surveyor In the form from �onald D. Daniels, Inc. m• c �� y ��� OANIELS, ATLANTIS OF TEQUESTA
of Title Commitment, Policy #10 2224 010 9510 dated 05/04/04. All survey 11 • Not valid withaut the signature and the original raised seal of a Florida �+Parking 9pace Caun1 INC. TEQUESTA, F ORIDA 73469
related matters contained wifhin said olfc have been shown hereon. Iicensed surveyorand mapper. 6 'HandlwpParkinp CONSUITINOSURVEY0R96MAPpER9
P Y Topog2phlc Elevation
i� � Fbrida GrtHlcab LB No.41fi5 REFERENCE: 30/�0143 REVI910N9: SCALE: 1"=70'
7. Distances and anglesl6earings shown hereon are per plat and agree with the ��
Lhaln Link Fencing 725 NoM A70. 9ulu C ��� �'� PfO �^� M �
surveymeasurementunlessotherwlsespeeif!ed. ��PU.r,Flor�aaas�n OFFICE:DAO o�m,w-w�avrM.lAaee..wn.un DWG.NUMBER04-011-07
- febPhana: (561 � 747. 9891 oma�u.nea nd�umorx...y
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TotalSiteAred 6.03Acres,C262 Holloway
Existing Zoning C Community Commercial District o / ° i �� Mahoney
Proposed Zoning PCD; Planned Commercial Development ' a n:: o� I a 1 e s, I ��.
Scrub Jdy Preserve 58,882 s.F.; 1.35 Acres; C22.4 0) ' S° ""'"' �s' —_ � �a�os�ope A��n te�:s
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Builaing Lot Coverage 62,900 s.f, 1.44Ac., C24.0 o) 'r" d: ��'�T� aE , im
CONCRRE V'OOT!NG I I�!I- ,
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Open Spdce Proviaed 116,900 s.f., 2.69 Ac., (445%) -- y 56 -s Fcx
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Total Vnits 79 �ondominiums N.r.s.
DensityAllowable 86.8 d•u./ac. C18 d.u./ac. maxJ
DensityProvided 16.39d•u•�dc.
Parking Required 158 Spaces C2/unit)
Pdrking Provided 194 Garage Spaces
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