HomeMy WebLinkAboutDocumentation_Regular_Tab 10_01/10/2019 VILLAGE OF TEQUESTA
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Staff Report— Village Council Public Meeting—1-10-19
1. PETITION DESCRIPTION-SPR 2-IS
APPLICANT: Gentile, Glas, Holloway, O'Mahoney&Associates Inc.
1907 Commerce Lane, Suite 101
Jupiter, FL 33458
OWNER: 691 Tequesta LLC.
REQUEST: Application from 691 Tequesta LLC. for a Site Plan Review to build a mixed use
development (Pelican Square) including one (1) three-story, 21,688 sq. ft. building
(First floor professional offices, Second and Third floors residential) and one (1) two-
story multi-family residential building in the rear. The application includes a
landscaping plan, one (1) monument sign, a 120 sq. ft. pavilion and other site
improvements.The address of the property is 691 N. US Highway 1,Tequesta, Florida
33469.
LOCATION: 691 N. US Highway 1
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1
Department of Community Development-Staff Report—Pelican Square SPR 2-18
2. PETITION FACTS
a. Total Gross Site Area: 45,600 Sq. Ft. (1.05 Acres)
b. Total Building Footprint Area: 7,746 sq. ft. (Building A); 4,287 sq. ft. (Building 6); 120 sq. ft.
(Pavilion)
c. Total Building Square Footage: 21,688 sq. ft. (Building A); 8,607 sq. ft. (Building B); 120 sq. ft.
(Pavilion)
d. Density: 18 D.U./Acre Total: 12 Units
e. Building Height:40'-2"
f. Land Use and Zoning
EXISTING LAND USE FUTURE LAND USE ZONING
SUBJECT PROPERTY Vacant Land Mixed Use(M-U) M-U(Mixed Use District)
NORTH �-Z
Lumiere Commercial(C) Commercial(C) (Community Commercial
District)
SOUTH �-Z
Avis/Budget Commercial(C) Commercial(C) (Community Commercial
District)
EAST
Unincorporated Palm Residential Low Density Residential Low Density Residential Low Density
Beach County — Single (Unincorporated PBC) (Unincorporated PBC) (Unincorporated PBC)
Family Residential
WEST
Tequesta Terrace Mixed Use(M-U) Mixed Use(M-U) M-U(Mixed Use District)
3. BACKGROUND
691 Tequesta LLC. applied for a Site Plan Review to build a mixed use development (Pelican Square)
including one (1)three-story, 21,688 sq.ft. building(First floor professional offices, Second and Third
floors residential) and one (1) two-story multi-family residential building in the rear. The subject
application includes a replat to combine the four (4) parcels (691 N. US Highway 1, 19626 N. US
Highway 1, 3471 Inlet Court, and 3486 Canal Court) into one (1) parcel. The replat application will be
heard by the Village Council concurrent with the Site Plan Review.
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Department of Community Development-Staff Report—Pelican Square SPR 2-18
4. DEVELOPMENT REVIEW
The proposed mixed-use development "Pelican Square" included the following applications that were
reviewed by Village staff, heard by the Village Council,and the Local Planning Agency:
Alley Abandonment-Resolution 13-18
The applicant requested the abandonment of a twenty-foot wide, two hundred forty foot long alley
With regard to this application,the Village held a number of ineetings on the following dates:
• March 8, 2018; April 12, 2018; and May 10, 2018. The subject meetings were attended by
residents of the unincorporated surrounding areas.
The subiect alley abandonment was heard and approved bv the Villaqe Council(4-1)on May 10, 2018
(see attached Resolution 13-18).
The applicant provided the following statements as part of the site plan review process "On
September 27, 2018, the applicant met with Bobbie and Dennis Pilla(3463 Inlet CourtJ and Tony
and Leslie Hawker (3480 Canal Court) to discuss the project details, to which they showed no
opposition the proposed project. The applicant has given the neighbors his contact information,
and has repeatedly stated that he is available to address any concerns the residents may have."
Future Land Use Map Amendment-Ordinance 15-18
The applicant requested a small-scale amendment to the Future Land Use (FLU) Map of the Village
Comprehensive Plan from Commercial to Mixed Use land use designation. The subiect Future Land Use
Map amendment was heard and approved bv the Villape Council (5-0) on November 8, 2018 (see
attached Ordinance 15-18).
Zoning Map Amendment-Ordinance 19-18
The applicant requested a Zoning Map amendment from Commercial to Mixed Use zoning designation.
The subiectZoninq Map amendment was heard and approved bv the Villaqe Council(5-0)on December
13, 2018(see attached Ordinance 19-18).
Site Plan Review-SPR 01-18
The P/anninq & Zoninq Board recommended approval of the subiect application at the December
20, 2018 meetinq by 3-0 vote.
The following graphic depicts the approval process for the subject application:
� � FLU Map Amendment Zoning Map Amendment �
ORD 15-18
(ORD 19-18)-
Alley Abandonment Site Plan Review(SPR 2-18)- '
LPA Board-9.20.18 First Reading-11.8.18
(Res 13-18)- Planning and Zoning Board-
First Reading-10.11.18 LPA Board-11.15.18 �
Approved by Village Second Readin - 12.20.18 €
Council-5.10.18 g Second Reading- Village Council-1.10.19
Approved by Village Council Approved by Village
-11.8.18 Council-12.13.18 .�__. _-
3
Department of Community Development-Stoff Report-Pelican Square SPR 2-18
The Villa�e Code does not require mailin�the le�al notice to residents for site plan reviews. However
as a courtesv, the notice of the Plannin� &Zonin� Board and Village Council hearin�s were mailed to
all property owners located within a 300-foot radius of the subiect property.
SITE PLAN REVIEW
The proposed site plan for the mixed-use development "Pelican Square" was reviewed by the
Development Review Committee(DRC)for compliance with Village Code,State and Federal applicable
regulations.The DRC includes Community Development, Law Enforcement, Landscaping, Building, Fire
Safety, the Water Department, Civil and Traffic Engineering. Please see the following finol DRC
comments:
ZONING REVIEW
M-U Zoning REQUIRED BY CODE PROPOSED COMMENTS
Distrid
nninimum Lot 3,200 square feet 1.05 acres In compliance
Size 45,600 sf.
nninimum �ot 40 feet 240 ft. In compliance
Width
Setbacks
Front Yard Main St�utture: Building A— In compliance
Residential 10 ft. First floor: 10 ft.
Commercial 0 ft.
Rear Yard Main Structure: Building B— In compliance
Residential 10 ft. First floor: 15 ft.
Pavilion—47 ft.
Side Yard- Main Structure: In compliance
North Residential: Building A—30.5 ft.
On one side:0 ft. Building B—25 ft.
On remaining side: 7 ft.
Commercial
Where commercial abuts
commercial: 0 ft.
Where commercial abuts
residential: 10 ft.
Side Yard- Main Structure: Building A—30.5 ft. In compliance
South Residential: Building B—132 ft.
On one side:0 ft
On remaining side: 7 ft
Commercial
Where commercial abuts
commercial:0 ft.
Where commercial abuts
residential: 10 ft.
4
Department of Community Development-Staff Report—Pelican Square SPR 2-18
Lot Coverege Max Lot Coverage Professional Office In compliance
Use:17.0%
Residential: 62% Residential Use:
Commercial:70% 26.6%
Building The maximum building height allowed BuildingA-40'2" In compliance
Height shall be four stories or 50 feet above Building B—27'2"
average finish grade.
Parking Sec. 78-705(8):
c.Multiple-family:Two spaces per Building A: 18 In compliance
dwelling unit.Total 12 residential units. spaces
Building A:2 spaces per unit(9 units)— Building B:6 spaces
18 spaces (Garage Parking)
Building B:2 spaces per unit(3 units)— z4 parking spaces
6 spaces for residential use
Required Parking:24 spaces
(6) Business and professional service, 16 spaces for office
except for financial institutions: One use
space per 300 square feet of gross
leasable area.
Total sq.ft.:4,910 sq.ft.for office
Required parking: 16 spaces
Landscape Min 25% 33.1% In compliance
Open Space 11,400 sq.ft. 15,115 sq.ft.
PerSec. 78-331(h)(7):Pedestrian walkways 5 ft.sidewalks In compliance
Sidewalks must be a minimum of 5 ft.wide,parallel to
roadways and a min of 4'from edge of
roadway.
Signage
The application includes one monument sign,which complies with Village's Code Sec.78-741(2)(a)
"Freestanding sign: Shopping centers within the C-1 neighborhood commercial district, as well as
the commercial portions of mixed use districts shall be allowed one freestanding sign, not to
exceed 60 square feet in area and not to exceed 16 feet in height from finished grade and having
a minimum setback of ten feet in accordance with section 78-739. Landscaping and irrigation at
the base of any such signage shall be required by the community development director,or may be
required by the planning and zoning advisory board pursuant to subsection 22-53(b), or shall be
recommended by the planning and zoning advisory board and required by the village council as
part of the site plan review process as established in article IX, division 2 of this chapter, as
applicable." See drawing LH-3 that provides the following information: square footage,
material, color, and font.
The applicant is proposing a sign that is 10 feet in height and the sign copy area is approximately 40
sf.
5
Department of Community Development-Staff Report—Pelican Square SPR 2-18
Level of Service
Per Division 2, Sec. 78-331, the subject application was reviewed for compliance with Level of
Service standards.See attached review letter from Mr. Spencer M.Schroeder, P.E.from Mock Roos
&Associates.
Development Phases
Infrastructure and building will be developed in one phase.
Agency Approvals
Per Division 2, Sec. 78-331 (g), the Applicant provided agency letters and statements as follows:
(1) Palm Beach County Health Department. Applicant provided statement "Response:A letter
or permit will be provided when the design for this project has been completed,and the permit
application has been approved. The Owner would like to have assurance wirh the Siie Plan
layout prior to proceeding with complete Construction Plans"
(2) Tequesta Fire-Rescue Department(Fire Marshal).Applicant provided statement "Response:
A letter or permit will be provided when the design for this project has been completed, and
the permit application has been approved. The Owner would like to have assurance with the
Site Plan layout prior to proceeding with complete Construction Plans"
(3) Loxahatchee River Environmental Control District(ENCON). LETTER PROVIDED
(4) Department of Environmental Resources Management (DERM). Applicant: Applicant
provided statement
(5) South Florida Water Management District (SFWMD). Applicant provided statement
"Response: A letter or permit will be provided when the design for this project has been
completed, and the permit application has been approved. The Owner would like to have
assurance with the Site Plan layout prior to proceeding with complete Construction Plans"
(6) Florida Department of Transportation (FDOT). Applicant provided statement "Response:A
letter or permit will be provided when the design for this projed has been completed, and the
permit application has been approved. The Owner would like to have assurance with the Site
Plan layout prior to proceeding with complete Construction Plans"
(7) Reserved.
(8) Metropolitan Planning Organization of Palm Beach County(MPO)._N/A
(9) Palm Beach County Traffic Engineering Division. LETTER PROVIDED
(10) Martin County Metropolitan Planning Organization. N/A
(11) Martin County Traffic Engineering Department. N/A
(12) Florida Power&Light Company. LETTER PROVIDED
(13) Telephone service provider,as applicable. LEITER PROVIDED
(14) Solid waste purveyor. LETfER PROVIDED
(15) Tequesta Water Department.Applicant provided statement"Response:A letter or permit
will be provided when the design for this projed has been completed, and the permit
6
Department of Community Development-Staff Report—Pelican Square SPR 2-18
application has been approved. The Owner would like to have assurance with the Site Plon
layout prior to proceeding with complete Construction Plans"
F/RE SAFETY REV/EW
The Village of Tequesta's Fire Safety consultant, Mr.James Weinand and Fire Chief Joel Medina as
members of the Development Review Committee, provided comments that have been addressed
by the applicant. Further review will be conducted at the time the applicant submits construction
drawings for permitting to the Fire Safety Department.
BUILDING DEPARTMENT REV/EW
The Village of Tequesta's Building O�cial, Mr. Jose Rodriguez,as a member of the Development
Review Committee, provided comments that have been addressed by the applicant. Further
review will be conducted at the time the applicant submits construction drawings for permitting
to the Building Department
LAW ENFORCEMENT REVIEW
Assistant Chief Jim McGrew as part of the Development Review Committee review the application and
has no comments at this time.
LANDSCAPE REVIEW
See attached final review letter from Mr.Stephen Parker,ASLA,consulting landscape architect.
TRAFF/C ENG/NEER/NG REVIEW
Please see attached final review letter from Mr.William Grieve, P.E.from McMahon Associates, Inc.
SEWER,DRAINAGE AND WATER REVIEW
Please see attached final review letter from Mr. Spencer M. Schroeder, P.E. from Mock Roos &
Associates. In addition, Mr. Jay Wickham, Village of Tequesta Superintendent of Water Distribution
and Storm Water, reviewed the subject application relative to the water distribution system
improvements and provided comments that have been addressed by the applicant. Further review
will be conducted at the time the applicant submits construction drawings for permitting.
FINAL REMARKS
This development application met the requirements set on Section 78-334 notice of hearing.The
notice of hearing was advertised on December 31,2018.
The applicant provided the following statements as part of the site plan review process "On
September 27,2018, the applicant met with eobbie and Dennis Pilla (3463 Inlet Court) and Tony
and Leslie Hawker (3480 Canal Court) to discuss the project details, to which they showed no
opposition the proposed project. The applicant has given the neighbors his contact information,
and has repeaiedlysrated that he is available to address any concerns the residents may have."
The Planninq&Zoninq eoard recommended approval of the subiect application at the December 20,
2018 meetinq by 3-0 vote. Please note the Village Code does not require mailing the legal notice to
residents for site plan reviews. However, as a courtesy, the notice of the Planning&Zoning Board and
Village Council hearings were mailed to all property owners located within a 300 foot radius of the
subject property.
7
Department of Community Development-Staff Report—Pelican Square SPR 2-18
Existin�Site Conditions of 691 N US Hi�hway 1
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Department of Community Development-Staff Report-Pelican Square SPR 2-18
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RESOLUTION NO. 13-18
A RESOLUTION OF THE VILLAGE COUNCIL OF THE VILLAGE OF
TEQUESTA, FLORIDA, VACATING AND ABANDONING A TWENTY
FOOT WIDE, TWO HUNDRED FORTY FOOT LONG ALLEY LOCATED
IN THE JUPITER HEIGHTS SUBDIVISION; LYING IN BLOCK 3 AND
ADJACENT TO THE EAST OF PARCELS 1 AND 4 ACCORDING TO
THE PLAT THEREOF AS RECORDED IN PLAT BOOK 23, PAGE 69 OF
THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA;
PROVIDING AN EFFECTIVE DATE AND FOR OTHER PURPOSES.
WHEREAS, a petition has been made to abandon a platted alley right-of-way,
240 feet in length and 20 feet wide, located in the Jupiter Heights subdivision in the
Village of Tequesta, lying in Block 3 and adjacent to the east of parcels 1 and 4,
according to the Plat of Jupiter Heights in Plat Book 23, Page 69 of the public records of
Palm Beach County; and
WHEREAS, all utilities using or intending to use said alley right-of-way for utility
purposes have agreed to the abandonment with certain conditions which the applicant
has agreed to accommodate; and
WHEREAS, the �Ilage Council of the Village of Tequesta does hereby find and
determine that the above referenced al{ey right-of-way as described herein is no longer
necessa•ry and does not serve any public purpose, and is not necessary for public use,
so long as the aforesaid conditions, and other conditions set forth in the application
itself, are met; and
WHEREAS, it has been detennined that substitute public and utility access will
be provided to the Village through site planning and development approval processes
associated with the property currently adjacent to the a(ley right-of-way.
NOW, THEREFORE, BE IT RESOLVED BY THE VILLAGE COUNCIL OF THE
VILLAGE OF TEQUESTA, PALM BEACH COUNTY, FLORIDA, AS FOLLOWS:
Section 1: That cettain alley right-of-way, 240 feet in length and 20 feet wide,
located in the Village of Tequesta, lying in Block 3 and adjacent to the east of parcels 1
and 4, according to the Plat of Jupiter Heights in Plat Book 23, Page 69 of the public
1
records of Palm Beach Count, as more particularly described in Exhibit "A" attached
hereto, be, and the same is, hereby vacated and abandoned.
Section 2: The above referenced alley right-of-way as described herein is no
longer necessary and does not serve any public purpose, and is not necessary for
public use so long as the conditions stated by utility companies, and as provided in the
abandonment application, are met.
Section 3: The Village Manager is directed to do all things necessary to
effectuate this abandonment.
Section 4: This Resolution shall be effective immediately upon adoption.
2
RESOLUTION Date
13-18 OS/10/2018
Motion Council Member Vince Arena Second Council Member Kristi Johnson �
VOTE
FOR ADOPTION AGAINST ADOPTION ABSENT
Mayor Abigail Brennan ❑✓ � �
Vice-Mayor Tom Paterno � � �
Council Member Vince Arena a � �
Council Member Laurie Brandon � � �
Council Member Kristi Johnson � � �
The Mayor thereupon declared the Resolution duly passed and adopted.
MAYOR OF TEQUESTA ATTEST:
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Village Clerk � � �RAr�D:. �
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FEBRUARY 5, 2018
� DRAWING #17-262
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MAGELLAN SURVEYING & MAPPING, INC.
��� -=-� �� PROFESSIUNAL UND SURVE1fORS
RONALD E. STOTLER M.S BC.M. IJCENSED BUSINE55 - 7571
PROFESSIONAL SURVEYOR AND MAPPER '� 450 S, OLD DIXIE HIGHWAY, SUITE 10
CERitFlCATE N0. 5026 JUPITER, FLORIDA 33458
STATE OF FLORIDA s�rr.e , 561-748-8745 FAX 561-746-9632 E-mail fnfoltnagellansurveying,com
PAGE 2 OF 2
LEGAL DESCRIPTION
A 20 FOOT ALLEYWAY TO BE ABANDONED LYING IN BLOCK 3, JUPITER HEIGHTS,
AS SHOWN ON THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 23, PAGE 69,
PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; SAID 20 FOOT ALLEYWAY
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWESTERLY CORNER OF PARCEL 2, REGIONS TEQUESTA,
AS SHOWN ON THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 111, PAGE 115,
PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE PROCEED
SOUTH 17 DEGREES 11 MINUTES 16 SECONDS EAST, ALONG THE WESTERLY L�NE
OF PARCELS 2 AND 3, OF SAID PLAT OF REGIONS TEQUESTA, A DISTANCE OF
240.00 FEET TO A POINT IN THE NORTHERLY RIGHT-OF-WAY LINE OF INLET
COURT, AS SHOWN ON SAID PLAT REGIONS TEQUESTA; THENCE SOUTH 72
DEGREES 48 MINUTES 44 SECONDS WEST, A DISTANCE OF 20.00 FEET TO THE
SOUTHEASTERLY CORNER OF PARCEL 4, SAID PLAT OF REGIONS TEQUESTA;
THENCE NORTH 17 DEGREES 11 MINUTES 16 SECONQS WEST, ALONG THE
EASTERLY LINE OF PARCELS 4 AND 1, OF SAID PLAT OF REGIONS TEQUESTA,
A DISTANCE OF 240.00 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF WAY LINE
OF CANAL COURT, SAID PLAT OF REGIONS TEQUESTA; THENCE NOR�"H 72 DEGREES
48 MINUTES 44 SECONDS EAST, ALONG SAID RIGHT-OF-WAY LINE A DISTANCE
OF 20.00 FEET TO THE POINT OF BEGINNING.
SAID ALLEYWAY DESCRIBED CONTAINING 4800 SQUARE FEET MORE OR LESS
„ '� FEBRUARY 5, 2018
� � � . DRAWING #17-262
_ ! � MAC�ELLAN SURVEYINC� & MAPPING, INC.
PROFESSI�IAL LAND SURVEYORS
RON' E. SFOTIER M.S Bt.M. UCENSED BUSINESS — 7571
PROFE55IQNAL SURVEYdR ANO MAPPER �� 450 S. OLD DiXIE HIGHWAY, SUI1E 10
CERTifICATE NO:.9028 '� JUPITER, FLORIDA 33458
STATE OF FLORIDA 51NGE 700� 561-746-8745 FAX 581-746-9632 E—mall info�mogellansurveying.com
ORDINANCE NO. 15-18
AN ORDINANCE OF THE VILLAGE COUNCII. OF THE VILLAGE OF
TEQUESTA,FLORIDA,ADOPTING A SMALL SCALE AMENDMENT TO TfS
COMPREHENSNE DEVELOPMENT PLAN IN ACCORDANCE WTTH THE
MANDATES SET FORTH IN SECTION 1633184, ET SEQ., FLORIDA
STATUTES,PURSUANT TO A PRNATELY-INI'TIATED APPLICATION#LSC
2-18 WHICH PROVIDES FORAN AMENDMENf TO THE FUTURE LAND USE
MAP,DESIGNATING ONE POINT ZERO FIVE(1.05)ACRES,MORE OR LESS,
OF REAL PROPERTY AS MIXED USE;WHICH PROPERTY IS LOCATED AT
691 U.S. HIGHWAY 1, 19626 U.S. HIGHWAY 1, 3486 CANAL COURT AND
3471 INLET COURT, INFORMALLY KNOWN AS "PELICAN SQUARE";
PROVIDING FOR COMPLIANCE WTl'H ALL REQUIREMENTS OF CHAPTER
163, FLORIDA STATUTES; PROVIDING A CONFLICTS CLAUSE AND A
SEVERABILTTY CLAUSE; PROVIDING AN EFFECTNE DATE; AND FOR
OTHER PURPOSES.
WHEREAS,the State Legislature of the State of Florida has mandated that all municipalities
draft and adopt comprehensive development plans to provide thorough and consistent planning with
regard to land within their corporate limits; and
WHEREAS, all amendments to the comprehensive development plan must be adopted in
accordance with detailed procedures which must be strictly followed; and
WHEREAS, the Village of Tequesta, Florida, has received privately-initiated applicarion
#LSC 2-18 requesring a small-scale amendment to the Comprehensive Development Plan of the
Village of Tequesta to designate four(4)parcels of land amounting to one point zero five (1.05)
acres located at 691 U.S.Highway 1, 19626 U.S.Highway 1,3486 Canal Court and 3471 Inlet Court
as"Mixed Use"on its land use map; and
WHEREAS, the Village of Tequesta, Florida, has carefully prepazed an aznendment to its
comprehensive development plan in order to amend the Future Land Use Map relaring to the
Medium Residential Density future land use designation for the pazcels located at 691 U.S.Highway
1, 19626 U.S. Highway 1, 3486 Canal Court and 3471 Inlet Court;and
WHEREAS,the Village of Tequesta has held all duly required public hearings;both prior to
submission of the proposed amendment of the plan to the State Department of Economic
Opportunity and after the proposed amendment of the plan was returned to the Village of Tequesta,
in accordance with Chapter 163.3187, Florida Statutes; and
- 1 -
WHEREAS, the Village Council desires to adopt the amendment to the current
comprehensive development plan to guide and control the future development of the Village,and to
preserve,promote and protect the public health, safety and welfare.
NOW, TI�REFORE, BE IT ORDAINED BY THE VILLAGE COUNCII. OF THE
VII,LAGE OF TEQUESTA,FLORIDA, THAT:
Section 1: The Village Council of the Village of Tequesta, Florida, hereby adopts the
amendment to its current comprehensive development plan; by providing for the land use
designation of"Mixed Use" for(4)parcels of Iand amounting to one point zero five (1.05)acres
more or less, located at 691 U.S. Highway 1, 19626 U.S. Highway 1, 3486 Canal Court and 3471
Inlet Court, and amending the Village's Future Land Use Map accordingly; as attached hereto as
Exhibit A and made a part hereof and of the current comprehensive development plan.
Section 2: A copy of the comprehensive development plan,as amended,is on fiIe in the
office of the Village Clerk,Village of Tequesta,Florida_
Section 3: The Village Clerk is hereby directed to transmit one (1) copy of the
amendment to the cwrent Comprehensive Development Plan to the State Land Planning Agency
along with a letter indicating the number of acres for the amendment submitted, the cumulative
number of acres involved in small scale developments within the Village of Tequesta that the Village
Council has approved during the past calendar year,a copy of the executed adopting ordinance and
the Future Land Use Map,in color format,depicting the subject property,and the ordinance effective
date.
Section 4: Each and every other section and subsecrion of the Village of Tequesta
Comprehensive Plan shall remain in full force and effect as previously adopted.
Section 5: All ordinances or parts of ordinances in conflict be and the same are hereby
repealed.
Section 6: Should any section or provision of this Ordinance or any portion thereof,any
paragraph, sentence or word be declared by a court of competent jurisdiction to be invalid, such
decision shall not affect the validity of the remainder of this Ordinance.
-2 -
Section 7: The effective date of this plan amendment shall be thirty-one (31) days
following adoption of this Ordinance by the Village of Tequesta. No development orders, �
development pernuts,or land uses dependent on this amendment may be issued or commence before
it has become effective. If the Ordinance is timely challenged by an"affected person"as defined in
Chapter 163,Florida Statutes,the amendment does not become effective until a final order is issued
finding the amendment in compliance.
- 3 -
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- 5 -
ORDINANCE Date
15-18 11/08/2018
Upon Second Reading
Motion Vice-Mayor Tom Paterno Second Council Member Vince Arena
VOTE
FOR ADOPTION AGAINST ADOPTION ABSENT
Mayor Abigail Brennan � � �
Vice-Mayor Tom Paterno a � �
Council Member Vince Arena � � �
Council Member Laurie Brandon � � �
Council Member Kristi Johnson � � �
The Mayor thereupon declared the Ordinance duly passed and adopted.
MAYOR OF TEQUESTA ATTEST:
,,,,�,�,�„�����������,�,
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'gail B nnan Lori McWilliams,MMc ��:� sEAL :D
Village Clerk = ;INCORppRA�D;:
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ORDINANCE NO. 19-18
AN ORDINANCE OF THE VILLAGE COUNCIL OF THE VILLAGE OF
TEQUESTA,FLORIDA,PROVIDING FOR THE REZONING OF CERTAIN
REAL PROPERTY WITHIN THE CORPORATE LIMITS OF THE
VILLAGE OF TEQUESTA,FLORIDA;WHICH PROPERTY CONSISTS OF
ONE POINT ZERO FOUR SEVEN (1.047) ACRES MORE OR LESS OF
LAND IN FOUR PARCELS LOCATED AT 691 AND 19626 U.S.HIGHWAY
#1, 3471 INLET COURT AND 3486 CANAL COURT; PROVIDING THAT
THIS REAL PROPERTY WHICH IS MORE SPECIFICALLY DESCRIBED
HEREIN SHALL BE RE-ZONED FROM THE VILLAGE ZONING
DESIGNATION OF "C-2 COMMUNITY COMMERCIAL DISTRICT" TO
THE VILLAGE ZONING DESIGNATION OF "MU MIXED USE";
PROVIDING THAT THE ZONING MAP OF THE VILLAGE OF TEQUESTA
BE AMENDED TO REFLECT THE PROPER DESIGNATION FOR THIS
REAL PROPERTY; PROVIDING A CONFLICTS CLAUSE AND A
SEVERABILITY CLAUSE;PROVIDING AN EFFECTIVE DATE;AND FOR
OTHER PURPOSES.
WHEREAS, after duly noticed public hearings, held pursuant to Florida Statutes, the
Village Council does hereby find, determine and declare that the public health, safety and general
welfare of the citizens of the Village of Tequesta are best served by re-zoning that real property
described herein below, located within the Village, the zoning designation of"MU— Mixed Use
District".
NOW,THEREFORE,BE IT ORDAINED BY THE VILLAGE COUNCIL OF THE
VILLAGE OF TEQUESTA, FLORIDA,THAT:
Section 1: That certain real property located in the corporate limits of the Village of
Tequesta consisting of a total of approximately one point zero four seven (1.047)acres more or less,
located 691 and 19626 U.S. Highway#1,3471 Inlet Court and 3486 Canal Court,is hereby re-zoned
from G2—Community Commercial District to MU-Mixed Use District,and is legally described as
follows:
(See Exhibit 1 attached hereto for legal description-PCN#60-43-40-30-58-001-0000,60-43-40-30-
58-004-0000, 60-43-40-30-58-003-0000 and 60-43-40-30-58-002-0000)
Section 2: The Village Zoning Map is hereby amended to conform to this Ordinance,and
the appropriate officials of the Village are instructed to make the necessary changes to the official
- 1 -
Village Zoning Map.
Section 3: All Ordinances or parts of Ordinances in conflict be and the same are hereby
repealed.
Section 4: Should any section or provision of this Ordinance or any portion thereof,any
paragraph, sentence or word be declared by a Court of competent jurisdiction to be invalid, such
decision shall not affect the validity of the remainder of this Ordinance.
Section 5: This Ordinance shall take effect immediately upon passage.
FIRST READING this day of , 2018.
SECOND AND FINAL READING this day of , 2018.
- 2 -
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Tequesta, Florida
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::� MO CK• RO O S
� CONSULTING ENGINEERS
November 27,2018
Nilsa Zacarias,AICP
Community Development Director
Village of Tequesta
345 Tequesta Drive
Tequesta, FL 33469
Ref. No.: 66034.04
Subject: Pelican Square—Site Plan Re-Submittal Final Review
Engineering Review Comments
Dear Nilsa:
Mock•Roos has completed our review of the Final Site Plan Review Response package for the
Pelican Square development, prepared by Gentile Glas Holloway 0'Mahoney&Associates(2GH0),
dated November 1, 2018 as well as the suppiemental revised "Conceptual Paving, Drainage,Water and
Wastewater Plan" and revised "Site Development Plan sheet SP-1" submitted November 21, 2018.
The submitted fire flow calculations and the watermain connection locations shown on the
revised Conceptual Engineering Plan satisfy our only outstanding comments from the previous
submittals. We have no additional comments.
If you have any questions or comments, please call me at 683-3113 extension 299.
Sincerely,
MOCK, ROOS& ASSOCIATES, INC.
�
-'// �� � ,l,/
�/ ' �/ /� /��,�'
L '��"�� � Glly/
' L /
V�Spencer lyl! Schroeder, P.E.
Senior Project Manager
SMS:jeh
Copies: Lance Lilly
John P. Cairnes
F:\tequ\tequ_spr\ENG DES\DOCS\20181127_Teq_Rnai_Site_Plan_Review_Response_Pkg_Pelican_Square.doa
Mock,Roos&Associates,Inc.
-- - - -... .__ _ .__ _
5720 Corporate Way,West Palm Beach,Florida 33407-2066 561-683-3113,www.MockRoos.com
�M�MAHON �,�_ ,, ,��,,,� ,�„���«���. ����.
'� Lakes Boulevard,Suite 400
�est Pa'.m Beach,FL 33409
� ' • • • _ :o;_?.=:'-�o�C f 561-840-8590
N RIti C IP A LS
�se�,h vV VIc'_�tahon,P E.
L�e�antis,P.E.,PTOE
John S.DePalma
William T StefEens
TECHNICAL MEMORANDUM -�`ey A Ytoore,P E.
�ghton,P E,PTOE
ASSO C[ATES
TO: Nilsa Zacarias AICP �ohn J �it`neu,P E.
r ����r�,stoolzer J.Williams,P-E.
Village of Tequesta a Trent Ebers°ie,P E.
Ylatthew!VI.Kozsuch,P E
),�.�. .-�en l:n'.ebe's. �''c pTOE
CC: R. Trent Ebersole, P.E. _ ' �
Natalia T. Lercari, P.E., LEED
McMahon Associates, Inc.
FROM: William A. Grieve, P.E.
McMahon Associates, Inc.
SUBJECT: Pelican Square Traffic Statement and Site Plan Review
McMahon Project No.M11172.11
DATE: October 1, 2018
McMahon Associates, Inc. (McMahon) has completed a review of the "Insignificant Traffic Impact
Statement" prepared for 691 Tequesta, LLC, by Simmons and White, dated May 24, 2018. In addition,
McMahon has completed a review of the "Conceptual Paving, Drainage, Water, and Wastewater" Plan
prepared by Simmons and White,dated September 24,2018 and the"Site Plan"prepared by Gentile Glas
Holloway O'Mahoney &Associates, dated September 26, 2018. All of McMahon's comments have been
satisfactorily addressed with the acknowledgement of providing grades on constructions plans..
McMahon has no further comments.
Sincerely,
�
William A. Grieve, P.E.
Project Manager
WAG/cc
F:\FL\11172M_Village_Of_Tequ esta_TransportationServices\1 ll 72M_11_AlleyAba ndonment\Admin\TechMemo_PelicanSquare_100118.doc�c
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MEMORANDUM
TO: Nilsa Zacarias,AICP
Lance Lilly
Village of Tequesta
Department of Community Development
FROM: Stephen J. Parker,ASLA
DATE: October 15, 2018
RE: PEIICAN SQUARE
I have reviewed the landscape plans for Pelican Square, as prepared by Gentile, Gias, Holloway,
O'Mahoney and Associates, dated August 13, 2018 and found all comments have been addressed.
However,the plans need to be updated to include a new revision date per the current revisions.
Regards,
�/ �
Stephen . arker
f
1
i , _ �,, ,i � � � � � . � . . 6 I� �
�,� ti�,uth l .5. Hi_h��ct� On� �ui(� ;;ll Iu{,ilc°r. 1=!uri�l.i ���-- �r,l 7-�i-�(lf��) Li. -1 C.-��iiUl��•)-
loxahatchee River District Q-�Nv`RONM�Nrq<
�� - °�Z
Water Reclamation � Environmental Education � River Restoration W i� A
25001upiter Park Drive,Jupiter, Florida 33458 r o
Telephone(561) 747-5700 •Fax (561) 747-9929 • www.loxahatcheeriver.org � �. Y�
�o> �__ �' ' 1��-a
' 1971 '
D. Albrey Arrington, Ph.D., Executive Director
February 15,2018
Amy Galvez, P.E.
Simmons & White, lnc.
2581 Metrocentre Blvd. West, Suite 3
West Palm Beach, Florida 33407
Subject: PELICAN SQUARE
Alley Abandonment Proposal
Dear Ms. (Jalve�:
This letter is provided in response to your request that the Loxahatchee River Environmental
Control District (District) provide a letter of consent for the abandonment of an alley within the
subject property.
As discussed in recent emails, the District currently operates a low-pressure sewer force main
within the subject alley.
Based upon the current site plan provided to the District the proposed development would
require the abandonment and relocation of the subject force main.
Therefore, the District can only consent to abandonment of the alley, cootingent upon:
1. The developer relocating and abandoning the subject force main, and
2. Providing a new easement for the relocated force main,
3.
in accordance with District Standards and approved engineering plans.
Should you have any questions in regard to this matter, please contact me or Kris Dean, P.E. at
(561)747-5700 xt. 123.
Sincerely,
��_.���G ��
Clinton R. Ye es
Deputy Executive Director
cc: Kris Dean, P.E.
V:{/dev/proj/Pelican Square/alley abandon Itr 2-I 5-18
(�urdun M. liu����ir tilr�ihcn Il. Rucki�Ft i;unes f). tin��icr Ih Rlatt II. IZi�su�cl. Il,�r�r� M. tiilv�rnian
F��ard �lemher I�uar�l �1emhrr ( h,iirman I�aard Mcmber tloard Member
� � � �
r�
February 16, 2018
Alec Dickerson
GENTILE, GLAS, HOLLOWAY, O'MAHONEY &Associates, Inc.
1907 Commerce Lane, Suite 101 Jupiter, Florida 33458
RE: Easement Abandonment Pelican Square
Dear Alec Dickerson,
In regard to the above referenced project w/survey located at the NE corner of Inlet Ct &
US1,Tequesta, FL 33469 and according to the Comcast design prints, Comcast has no
objection to abandoning the existing right of way and or utility easement for the above
project with the respect that the Builder and or Owner will be held financially responsible
for all cost to relocate the said Comcast Cable facilities to the newly dedicated right of
way and or utility easement to feed remaining/existing and or new customers.
Please note all financial payment will be 100% secured before Comcast will render any
work.
Please call 1-800-432-4770, 81 1 or www.callsunshine.com before you dig.
If you have any further questions, please feel free to contact us during normal business
hours at 561-882-4310.
Sincerely,
�/'la�k�f. �/'i�lf+atd
�comcast.
FEC Regional Construction
561-882-4310
Mark_Milford c�cable.comcast.com
�� +y,vCy AT&T Florida T:561.540-9262
d� � 120 N K Street
Lake Worth,FI 33460
February 20, 2018
Gentile, Glas, Holloway, 0'Mahoney & Associates, Inc
Alec R Dickerson
1907 Commerce Lane, Suite 101
Jupiter FI 33458
RE: Pelican Square, PCN Number's 60-43-40-30-58-001-0000, 60-43-
40-30-58-002-0000, 60-43-40-30-58-003-0000, 60-43-40-30-58-004-
0000
Dear Mr, Alec R Dickerson
This letter is in response to your request for information regarding availability of
service Pelican Square, PCN Number's 60-43-40-30-58-001-0000, 60-43-40-30-
58-002-0000, 60-43-40-30-58-003-0000, 60-43-40-30-58-004-0000 Palm
Beach County, Florida
This letter acknowledges that the above-referenced development is located in an
area served by AT&T. Any service arrangements for this development will be
subject to later discussions and agreements between the developer and AT&T.
Please be advised that this letter is not a commitment by AT&T to provide
service to the above-referenced project.
The projected land use does not appear to encroach into any AT&T easements
nor does it appear that it will interfere with the provisioning of services.
However, should any of the adjacent aerial/buried/inside communication
facilities need to be relocated/adjusted those expenses incurred by ATT Florida
to accommodate the improvements will be the financial responsibility of the
property owner.
Please contact me with any comments regarding this response.
Thank you for contacting AT&T.
Sincerely,
,
r�/./ /��.�.�
Eddie Herron
MGR OSP PLNG & ENGRG DESIGN
� v�uua spamar at tne u5 olympic ieum
I�InriJa Pu�rcr& I.igl�i C'owpnn}�,81U Cliarluuc.���c,\1'cxt Padm ficncli.I�I 33d01
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Pebruary 14, 2018
Simmons & White, Inc .
25E31 Mek.roc:eriLre 131vc�. WesL , 5uite 3
West Palm Beacl�i, Flori da 33907
Re: Pelican Square Alley way Abandonment
Dear Amy:
Please be advised tl��t Florida Power& Light does not objecl to the abandorunent of alley way at
Pelican Sc�uare contingent on a newly granted easement and payment for the newly relocated
overhead lines locate at the N/E C/O inlet Ct and US 1, Tequesta, rl, 33469.
If you have �ny questions, please don't hesit�te to call me at (S61) 575-6335
Si cerely,
�
,�
Vaug�in Moncrieffe
Technical Specialist I
An FPL Group compnn�,
TE� �.,
PARTNERS
VIA Email: amVC�a.simmonsandwhite.com
October 23,2017
Simmons & White, Inc.
Attn: Amy Galvez
2581 Metrocentre Blvd. West, Suite 3
West Palm Beach, Florida 33407
RE: Canal Court& Inlet Court Near& US Highway One-Tequesta
TECO Peoples Gas has natural gas service in the vicinity of the above-mentioned property and
we welcome the opportunity to service your client with natural gas.
The typical average daily energy demands can not be determined until we have more information
about your client's gas equipment. Please ask your client to call us with that information.
A site plan is required for us to indicate our existing facilities and projected future facilities
intended to service the project.
In the meantime, should you need further assistance,you can contact me by calling 772-216-
9622.
Sincerely,
Sherry Horton
Shcrry Horton
Account Manager
Palm Beach&Martin Counties
SH
(^�
I � .
W/�81E MANAOEMEM
JEFF SABIN
GOVERNMENT AFFAIRS
WASTE MANAGEMENT INC.OF FLORIOA
7700 SE BRIDGE RD
HoeE SouNo,FL 33455
PH:(772)545-1327
Moei�E:(772)263-0017
June 12, 2018
Mr. Alec Dickerson
Gentile, Glas, Holloway, O'Mahoney &Associates, Inc.
1907 Commerce Lane, Suite 101
Jupiter, FL 33458
Re: Pelican Square: Tequesta, Florida
Dear Mr. Dickerson:
In response to your request for confirmation of service availability for the above
development, Waste Management of Martin County can adequately accommodate the
prescribed services as provided for in our Solid Waste and Recyclable Materials
Collection Services Agreement with Palm Beach County.
We appreciate the opportunity to service the new community and look forward to
working with the developers and builders in making it an environmentally friendly project.
Please contact our Sales Specialist as your project proceeds, her contact information is
below, or myself.
Sales Specialist: Amanda Mindell — 561-351-8658
If you have any questions or concerns, please contact us.
Sincerely,
JEFF SABIN
Government Affairs
Cc: Amanda Mindell
v�wwr uer
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TABLE OF CONTENTS � � .I W �3
PH-1 OVERALL SITE PLAN r- - - -- -- -1 � - - - — i � — � �s
PH-2 PHOTOMETRIC TABLE, I � � I oerz
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POLE 8 FIXTURE DETAIL � i i 4���0
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VILLAGE OF TEQUES°TA � DEPARTMENTALUSEONLY ;
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Uepa.ttment of Cominunity Development �
� Fee Paid: ;
� 345 Tequcata Drive � Intake Date: ;
':J. Tequesta,Nlorida 3346`) � — �
Ph:561-7b�i-0451/Fax:561-768-069�s � PROJER#• � �
..wa-.iequesta.org � ' �
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�-----------------------�
APPLICATION FOR SITE PLAN REVIEW
DRC �
PLANNING & ZONING BOARD � Meeting Oate:
VILLAGE COUNCIL a Meeting Date:
INSTRUCTIONS TO APPLICANTS:
1. Please complete all sections of this application.If not applicable,indicate with N/A.
2. Provide all required dotuments as shown on the attached checklist.If not applicable,indicate with N/A.
All construction, additrons, and/or olterafions within the Village, excep[in districts R-1A ond R-1, must be �eviewed 6y the Planning&
Zoning Board. The P/anning&Zoning Boord meeis the thirrl Thursday of every month ot 5:30 p.m.,os needed in the Vi/loge Ha!!Council
Chambers,345 Tequesta Drive. The applicant will be informed by letter of their scheduled meeting date. The Planning and Zoning Boord
sha!l have genero!outhority as outlined in Sec.22.53. After review and recommendation by the Plonning&Zoning 8oard, applications
wil!be heard by the Village Council for final approval. The Vi!lage Council meets regu/or/y on the second Thursday of every month at
6:OOp.m.,in the Village Nall Council Chombers.
I. PROJECT DESCRIPTION&OWNER/AGENT INFORMATION
PROJECT NAME: Pelican Square
PROJECTADDRESS: 69� US HIghWBy 011e
�EscRi�rioru oF PRaEcr: Mixed Use Site Plan to allow 12 multifamily units, and 4,910 sf of
Professional Office
Property Control Number(PCN), list additional on a separate sheet: See attBChed Sheet
Estimated project cost: TBD
Property owner(s)of Record: 691 Tequesta, LLC - Robert Steiner and James Tufo
address: 920 West Indiantown Road, Jupiter, FL 33458
Phone No.: 561-262-7938 Fax rvo.: E-mai�Address:tequesta4@hotmail.com
Applicant/Agent(if other than owner complete consent section on page 3):
Name: M. Troy Holloway, PLA and Gentile Glas Holloway O'Mahoney & Associates, Inc.
Address: �g07 Commerce Lane, Suite 101, Jupiter, FL 33458
Phone No.: 561-575-9557 Fax No.: 561-575-5260 E-mail Address:troy@2gho.com/alec@2gho.com
i
II. LAND USE&ZONING
A) 20NING DESIGNATION 8X: C2 prop: MU g) FUTURE LAND USE DESIGNATION eX: COI'1'1111 P�OP: MU
C) Existing Use(s) vaCant
�) P�oposed Use(s),as app��cab�e mixed use development with 12 multifamily units, and 4,910
sf of professional office. This proposal will also require a land use and rezoning amendment
III. ADJACENT PROPERTIES
Name of Business/ Land Use Zoning Existing Use(s) Approved Use(s)
Subdivislon Designation Designatfon
•-•-.._.-------_ �.��_.�_.____._._- --- --------•-------•--•----------------
NORTH Pheonix Health Commercial C-2 �fflC@
----•----------- ---•----�.�..._____._—_ ------------------__.----•_-- --
SOUTH Avis/Budget Rental Commercial C-2 car rental facility
--------------_ _.._._�—_�. •--••--....___-----•-••••-
EasT Single Family MR-5 PBC RS, PBC residential dwelli
- ---------------- -------------------- -------------------------------- —_
WEST Tequesta Trace Mixed Use Mixed Use ALF
IV. APPLICANT'S STATEMENT OF JUSTIFICATION
Provide a statement of use from the applicant that the submitted site plan is consistent with the goals, objectives, and
all other provisions of the village comprehensive development plan, and further that the projected use is specifically
authorized by development ordinances and regulations. The statement shall include, but not be limited to, specific
references to those sections of the comprehensive plan relating to the proposed development. Attach additional sheets
if necessary.
See attached narrative.
2
r--- — —--
---'_ V. OWNdVAPPIJCANTAplNOWISI6EMENTM�Ct1NS6Ni' —�
` - - - - - - ---
oa�nt s�en�nt(m ba aos�pl�e�d if ow��is wiq an�
I/we, tlie awr�er�, henby Sive oor�ant to �-T"�rw+�••r.�u.do.i.aasrw..rorw.�,wa.edr.�� to act on my/aur
behalf ta:ubmit this appYatloA,aq�equir�ed materW�nd doa�md�„u�d attend aed represent rne,/us�t N1�etl�
and pubNc h�rM�gs O�rtaM�rlt���PP��d P�"oPM1►Uwe am daaibed b the appllutlon.
9Y si�ni�thls downent.�ir�e ef1Am that Nwe undarsbnd�nd w�canply wkh the pronkbns�nd re�latlons of th!
VNh�e of Tpuesb. Horid� Gode of Ordin�noe�. 1/we hud�er art�y that �q of the NdanWtloe oo�Mned In this
appNatlon and aN the daumeMatba w6nrtted b true to the best d nry/our knowkd,e.
Ronen s4Mwr M,Troy Fia1o�,.p�,p,w
OwneiYs Narn�(ole�se�U , �" �poYeanV!�enCs Na�lP�s�P�I
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OM�IIl1'SSa1�tuR �IC�/A�pi�'S Sl�Mtu�!
erma y�
Date u,te �
N. APRlCATION FEI'3
(l) 1�pM� � A pne-�ppUc�o� wbntttal mee�dn� shaN he held with the owr� and/or
sPpllant and fil�r d�Ipi t�a end the oommunlry deMelopnent dlnector md hk/her de�rdoprt�ent
steA.
�;A��00.00 ia��pplM�.
(2) 1�erlew b�r�be Ap�b/�nt RerVi�r C�te(ORCJ.7he CommuMty Devebpment DirecEor or des�e
sh�p submlt wd��pp�cKbn for d�parbmenbl atsff�nd aonsulbnt�eview wtthin 30 d�ys oF no�ipt of a
oomplead�ppNadon.
�e�S�OOAO we app0�s.
{3) !h�►br�e PfsaM��ud�6oNd.Th�GomrtwnRY DarebPmarrt QMretw or d�nee slnY wbnk
sud�appUation for Pl�n�snd Zooiry Board�evi�w whMn 45 da�ys of natpt of e camPl�d aPP�oe.
EEE:s �s00.00 fi�U�4Aw�1 QR � S�.00 fi�(reco�rtanendbt/on to YJiMp�e Ca�q +�pPIYs
(41 �+�ew b!►V�e CoMne�WRhln 45 dayt oF revkw by d�e PkaYng snd Zonl�doard,dre ConwnuNty
Devalopment Oincbor or det�nee�IaN tl�en wbmit such applicatbn.bdrdin�tl�e nmm�na�drtions d
th�Pbnni�ud 7a�de�9aard,ier N�CounoN revhw.
�a�00.0�1�plus a�addltlend iw 6aad o�!b�atln�d aoet ef work�ppN�s.
To oover rl�d�lland�ni�tralM � sid ar�1y, Indu�nL but not Im1eM m. a+�in�f�,
ao�w�taet f�u�nd�eYl�R tM�K�/mn��p fh�rN�e for iN�toW pAer to Ihe/rewr�d
dr�pplf�fYen a not I�r th�n 30 datis alhr feM applk�tlos a�pro�l wldd�Ic de�d�t approprl�M bpfw
�ea ewke�ud�WY��mM�e�rouMs for na 4��bull�or�nY�i P�1R aatlikal�d axtpiqr
r •
CosO esod�d wMh adwtltle�ix w6w h �rinp ot+ c^�C nalloe�rre tlte�a�Mq�of tM
•OpNcarn.The i�e sh�be OMd Pr1ar ta�d���beb��d�dfor a publt_..�:rN�tiqui��w�tlOe.
'. , �.,_l -
owner:s�c+�re bo Adlanow�ee�e
3
VII.APPUCATION SUBMITTAL REQUIREMENTS AND REVIEW PROCESS
The applicant will submit to the Village of Tequesta Department of Community Development the following
documents for review by the Development Review Committee (DRC), forty-five business (45) days prior to the
meeting date:
1) Seven(7J 11x17 sets and Three(3J fu//size sets of professionalfy prepored site p/ans showing all existing and
proposed structures, setbacks, parking and loading loyout, ingress and egress, sidewalks and wafkways, exterior
lighting layaut, dimensions of street frontages,property lines and al!signoge.
2) Fourteen (14) Iix27 sets and Two (2J ful! size sets of Londscoping Plans in accordonce with Villoge of
Tequesta Code of Ordinances, Division fV,Landscaprng.
3) Fourteen (14) 11x17 sets of multi-dimensionol color renderings and/or photographs are to be provided. The
P/anning&Zoning Board requires an exoct rendering of rhe proposed modiflcotlon, construction or addition. Color
photographs or prints as close to the actuol colors to be used must be supplied. Since color printers often do not
display the correct cofor, it is recommended thaf samples of the point chips, as wefl as a sample of the support
maierials(i.e., canvps, wood,metal,etc.J be provided.
4J One(2)CD disk with PDF fries induding the completed application.
5J Any other documents,maps,photographs, or drawings thar may help clarify the position of[he applrcant.
NOTE: AQ renderings,models,drawings,phoios,etc.,wilJ betome the property of the VFllage of Tequesta.
Pre-application �
l
APPLICATION SUBMITTAL DEADLINE
Deadline is 45 business days prior to P&Z Meeting date
DRC Meeting
Held within 2 weeks of apptication
submittal
1
DRC comments provided to Applicant
within 1 week of DRC meeting
�
Re-submit applicatlon Planning&Zoning Board Meeting-
Deadline is 2 weeks following receipt of -� recommend approval
DR�comments (3"�Thursday of each month)
1
Village Council Meeting-final approval
(2"a Thursday of each month)
4
VIII. SITE PLAN REVIEIN APPLICATION SUBMITTAL CHECKLIST
GENERAL
(1) A completed application signed by owner, agent/applicant. Authorization must be attached if applicant
is other than owner.
(2) Required application fees.
(3) Statements of unity of title,war�anty deed,or purchase contrad of the subject property.
(4) General location map, showing relation of the site for which site plan approval is sought to major
streets, schools, exisiing utilities, shopp+ng areas, important physical features in and adjoining the
projed,and the like.
(5) A recent aerial photograph of the site.
SURVEY
(1) A signed and sealed boundary survey(not more than one year old)and legal description of the property,
including any and all easements of record as well as existing topographical conditions of the site.
(2) Existing streets and roadway improvements (medians, driveways, signage, etc.) and existing structures
within 100'ofthe projed boundary.
(3) Existing utilities within 100'ofthe project boundary.
(4} Existing trees identified by caliper and species.
SITE PLAN
(1) A site plan containing the title of the project and names of the architect, engineer, project planner
and/or developer, date,and north arrow, and based on an exad survey of the property drawn to a scale
of sufficient size to show:
a. Boundaries of the project, any existing streets, buildings, watercourses, easements, sedion lines,
and water and sewer lines, well and septic tank locations, and other existing important physical
features on the site and on property adjacent to the site.
b. Tabular project data to include:
Total gross site area in acres&square feet �1.05ac
— -- ---- -- --_---
Total nurnber of units(muRi-family) i 12
Total square feet of each primary structure ��g,,,,�ng A 4,910(1at floor)10,288(2nd floor)&ilding B 6,139 sUbldg.
Total square feet of accessory structures N/A
-- --- — --� ...............
Total footprint of each building in sq ft&9G See abave
Overall mean building he�ht&number of stories 40'-2�� (4 StOri@S)
Flnlshed floor elevation for all structures � App�oX 16" above crown of road
Total project density in units per acres,if applicable 11.43 du/ac
Total proposed off-street parking spaces 40 spaces
Height and location of proposed fences and/or walls —�� existing retaining wall (east side)
Proposed drive aisle wldth �� �i 25�
Proposed sidewalk width � NA-Existing 8'Concxete Walk on US Highway 1
5
c. Provide site data and setbacks:
Lot corerage � ImpeMous area � Open space xea
---- ---+— ---
TOTAL SQ FT 12,153 S F ; 30,485 S F i 15,115 sf
�_�..�.—�--- —
PERtENT(%�Of SfTE '�26.6% � ` 66.9% 33.1%
i Front � Side � Side � Rear
—�-----------+---
Primarystructure—^��0'Comm/10'Res 30.5' (south) � 25.0' (north) ; 15' �
�iccessory structure ���- NA------ ---- NA ----i---NA-------�---NA
d. Plans and location for recreation facilities, if any, including buildings and structures for such use.
e. All mechanical equipment and dumpster locations,screens and buffers.
f. Refuse collection and service areas.
g. Access to utilities and points of utilities hookups and location of all fire hydrants close enough for
fire protedion.
h. Plans for signage including size, location and orientation.
i. Project information on beds, employees, seating, etc. as necessary depending upon the type of
development.
j. Exterior lighting of all buildings, parking areas and the overall site,addressing glare,traffic safety,
economic effect and compatibility and harmony with adjacent properties.
k. Proposed topographic considerations including natural vegetation, berms,retaining walls, privacy
walls,and fences.
(2) Required floodplain management data:
a. Flood zone designation
b. Base flood elevation
c. Coastal high hazard design considerations
ENGINEERING PLANS
(1) Proposed access (ingress/egress) to project, drive aisles, driveways, streets and sidewalks with
dimensions and turn radii for internal and external vehicular traffic.
(2) Proposed tra�c control signs.
(3) Preliminary storm drainage and sanitary sewage plans or statements. If the village determines that the
drainage and/or sewage plans require independent review, the applicant shall pay for such review by
an independent engineer.
(4) Plans for the extradion of fill and mineral resources and alterations or modifications to the slope,
elevation,drainage pattern, natural vegetation and accessibility of the development.
(5) A comprehensive traffic study, provided by an engineering firm. The study shall be paid for by the
applicant and shall include but not be limited to the following:
a. Future right-of-way dedications.
b. Intersedion improvements.
c. Traffic control devices.
d. T�affic generation analysis.
e. Distribution and assignment of traffic access.
f. Additional roadway needs.
6
g. Traffic safety standards, including the separation of pedestrian and vehicular traffic.
h. Compliance with Palm Beach County Performance Standards Ordinance.
LANDSCAPE PLANS
(1) landscaping plan, including types, sizes and locations of vegetation and decorative shrubbery, and
showing provisions for irrigation systems. Plans shall also provide delineation of existing trees and
information as to which trees will be reused or removed. Landscaping plans shall comply with section
78-400. In addition, landscaping plans shall include irrigation plans in accordance with section 78-398,
and shall demonstrate compliance with Florida Friendly Landscaping design standards as required by
section 78-394,as applicable(See sedion 78-392 for applicability).
(2) Plans shall provide clear sight lines.
(3) Location of light poles.
(4) Provide landscape plan data:
! Required providecl
•-----�-------------------------�--
Number of trees(including perteM native) � 23 � 28
— -------------fi------------------
Number of shrubs(induding percent nat3ve) NA i (�q
����_
AmouM of groundwver(including percent � �------------ ----
�q�,.� �indudes shrubs/and goundcovers 60°/a (1,235 Of 2,057)
� ------------
Total percerrt of natnre --+------
��O" � 50% Min ; 58.5%
ARCHITECTURAL PLANS
(1) Architectural elevati�ns and color renderings for buildings in the development, and exact number of
units,square footage and types,together with typical floor plans of each type.
(2) Type of construction of all buildings per Florida Building Code.
(3) Color finishes and material examples and/or samples for all structures including roof, walls, trim,
pavers,etc.
ADDITIONAL REQUIREMENTS
(1) Environmental impact study/assessment.All proposed new development and major redevelopment, as
part of the site plan review and subdivision review process, shall submit a environmental staternent
describing how the proposed development will affect the estuarine water quality of the class III waters
of the village, and also an environmental impact assessment study prepared by a qualified ecologist or
other professional qualified to do such an assessment. The study shall meet the requirements Ch. 50
Article II, pertaining to environmentally sensitive lands.
(2) Notification of neighboring jurisdictions of any external impacts that a proposed project might have
within those jurisdictions and assessment and mitigation of those impacts shall be required.
(5) If common facilities (such as recreation areas or structures, common open space, etc.) are to be
provided for the development, statements as to how such common facilities are to be provided and
permanently maintained. Such statements may take the form of proposed deed restrictions, deeds of
trust,surety arrangements, or other legal instruments providing adequate guarantee to the village that
such common facilities wilt not become a future liability for the village.
(6) If development is to occur in phases, those phases should be clearly delineated on the site plan and
identified in the plans and requirements appurtenant to that site plan, and each development phase
shall be subjed to site plan review by the village.
7
(7) The substance of covenants, grants of easements or other restrictions proposed to be imposed upon
the use of the land, buildings and structures,including proposed easements or grants for public utilities,
if applicable,
(8) A statement that the development/redevelopment will provide the necessary infrastructure to meet
the following level of service standards pursuant to the criteria outlined in Sec.78-331(h):
a. Traffic(roads and rights-of-way)
b. Sanitary sewer
c. Drainage
d. Potable water
e. Recreation
f. Fire flow requirements
g. Pedestrian walkways
(9) A statemerrt from the applicant or landowner that all pertinent permits are concurrently being sought
from the applicable county, state, and federal agencies listed below. Include a copy of the
letter/document with the application. Such permits shall be secured prior to the issuance of a building
permit for any development on property included within the site plan.
a. Palm Beach County Health Department
b. Palm Beach County School District
c. Tequesta Fire-Rescue Department(Fire Marshal)
d. Loxahatchee River Environmental Control District{ENCON)
e. Palm Beach County Department of Environmental Resources
Management(DERM)
f. South Florida Water Management District(SFWMD)
g. Florida Department of Transportation(FDOT)
h. Metropolitan Planning Organization of Palm Beach County(MPO)
i. Palm Beach Traffic Engineering Division
j. Martin County Metropolitan Pfanning Organization
k. Martin County Traffic engineering Department
I. Florida Power&Light
m. Telephone service provider,as applicable
n. Solid Waste purveyor
o. Tequesta Water Department
p. Other municipal,county,state and/or federal agencies as may
be applicable.
8 '
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� Tequesta Fire Rescue
�ire �Iydrant Inspection ltepo�
Hyd�ant#: °�✓�6 v I�ate: ��' �� Inspector: /���'�t���Lr
Location: � f�tt�% / �•�. � C�i�.� ��
Static Pressure: � � IDischarge IIsed (circle one) 2'/Z" 4"
ritot(Flow) �eading:
Residual Pressure: GPM: � d 6
ITEM PASS/FAIL REPAIl�S NEEDED
A) Height �
The center of a hose outletmust be at least IS"above fznal grade.
B) Paint
C) Caps
D) Chains
E) Clearance
All vegetafion, and other obstructions are at least 3'away from hydrant,
F) Operation Nut
G) Reflector
c��cs: �y���T-- u� ,��,�Y / � � ��c c�-�
General guidelines:
- Prior to conducting hydrant flow test;notify the Water Dept. (575-6234).
- The test hydrant is the hydrant that the static an.d residual are taken at_ There
must be at least a 10% drop in the static pressure after openi.ng the flow hydrant.
-From an accuracy standpoint it is preferable to use the 2'/z" outlet rather than the
steamer outlet ,
- To determine gpm discharge from a hydrant use the formula: �
29.7xD�Px.9
�
FIRE HYDRANT FLOW TEST
APPLICATION
Amy Galvez c/o Simmons and White
REQUESTED BY:
ADDRESS: 2581 Metrocentre Bivd. West, Ste. 3 West Palm Bach FL 33407
PHONE NUMBER: 561-478-7848
FAX NUMBER: 561-478-3738
EMAIL: amy a�simmonsandwhite.com
PRO.IECT ADDRESS: 691 and 19626 N. US. Highway 1 8 3471 Inlet Court and 3486 Canal Ct.
FIRE FLOW AREA, if applicable S �l F Gt s ft. C� �,�-�i
(Per definition on Fire Flow Information Sheet) �
CONSTRUCTION TYPE: (use Florida Building Code type) �/ Q -f', � ���
tr 5 - _
TYPE OF PROJECT
� Residential Building Y � �P�� ���sP'�'^�
� Commercial Building -� ���• �
� Fire Protection System
IS THIS PROPOSED CONSTRUCTION PROJECT EQUIPPED WITH A FIRE �
SUPPRESSION SPRINKER YSTEM? �
�C YEs -� Q ��• �f1
NO �
� � Q�� �
YOUR RESULTS WILL BE FAXED OR EMAILED TO OU IF REQ STED
Submitted by:
Name: (print) Amy Galvez Signature:
Company Simmons and White Cell#
Attach the Fire-Rescue Department approval letter and a copy of this worksheet
with the building's permit application. ,y�p+ Ye-� 5���„��j ��� (ti�.y� /�d,-✓
rL�(f�j ��-Ec. P�k� Ce�v4 rr�a n�
FIRE FLOWS
The effective date for this requirement was January 1, 2013.
The Florida Fire Prevention Code (FFPC) now requires that a newly constructed or
substantially improved buildings, including one and two-family homes, must be built within
the parameters of the fire flow capability provided to that property. These flows and
durations are important to ensure that there is a sufficient water supply to extinguish a fire
in the building and to keep it from spreading to nearby buildings.
The Code requires a minimum of 1,000 gallons per minute (GPM)fire flow for duration of
two hours for homes having a fire flow area of 5,000 square feet or less. Fire flows
commercial constru�tion and homes with a fire flow area exceeding 5,000 square feet
shall not be less than that specified in the Florida Fire Prevention Code, NFPA 1, Chapter
18, Table 18.4.5.1.2. This table calculates the needed fire flow (GPM) based on the fire
flow area and construction type of the building.
If the size of the proposed building or home design exceeds the water system capabilities,
the Florida Fire Prevention Code provides the owner with a the means for meeting and/or
reducing the fire flow requirements. These options are listed below and may be
incorporated in the building design either individually, or in combination with others.
DESIGN OPTIONS
• A 50% reduction in the required fire flow can be attained with the installation of a
fire sprinkler system. Installation requirements can be found in the Florida Fire
Prevention Code 2010, NFPA 13D or the Florida Building Code 2010 Residential
Chapter 29, Section P2904. The reduction shall not reduce the required fire flow
to less than 500 gallons per minute (GPM).
. A 25% reduction in the required fire flow can be attained for homes with a fire area
of 5,000 square feet or less when separated from other buildings by a minimum of
30-feet.
• Based on Table 18.4.5.1.2 in NFPA 1, reductions in the required fire flow can be
attained using different construction types and/or fire resistive materials.
• Adding a fire hydrant and/or increasing the size of the water main distribution
system to provide for a greater gallon per minute (GPM)flow.
• The Fire-Rescue Department will accept any other recognized fire flow calculation
method as an equivalency to the FFPC, i.e. Insurance Services Office (ISO)
Method, lowa State University (ISU) Method, Illinois Institute of Technology
Research Institute Method.
COMMONLY ASKED QUESTIONS REGARDING FIRE FLOW REQUIREMENTS
What is fire flow?
IYs the amount of water available from a fire hydrant available for fire fighting. The fire
hydrant must be within 1000' of the building being constructed,
What is fire flow area?
The fire area includes the total of all floor areas within the building, in square feet, is
used to deterrnine the required fire flow. This generally means the area within the
surrounding exterior walls. Areas of the building without surrounding exterior walls
should be included in the fire area if such areas are within horizontal projection of the
roof o�floor above.
How do I determine the available fire flow for construction site?
Complete the attached "Fire Hydrant Flow Test Application Form" and submit it to
Tequesta Fire Rescue Administrative Office. Fire Rescue personnel will be scheduled
to conduct the fire flow test of the water system nearest your proposed construction site.
When the test is completed you will be provided with documentation of the test and an
approval letter for Building Permit Application, if the water is available for your project.
Is there a fee charged for a fire flow test?
Yes, Fire Rescue administration will provide you the current rate for this test. Fee's
need to be collected prior to the test being performed; you can call 561-768-0550 to
check on the cost of this test.
LETTER OF TRANSMITTAL
SIMMONS" ��'_WHITE
EN6INEERIN6 1 ►LANNING I CONSUlTIN6 1 SINCF 19A2
2581 Metrocentre Blvd. West, Suite 3 °A� 9-20-18 N� 17-137
West Palm Beach, FL 33407
561.478.7848 � 561.478.3738 n�NnoN
www.simmonsandwhite.com RE:
Pelican Square
TO Tequesta Fire Rescue
357 Tequesta Dr.
Tequesta,FL 33469
VIA: courier
WE ARE SENDING YOU Attached Under separate cover via the following items:
❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change Order ❑
COPIES DATE NO. DESCRIPTION
1 Fire Hydrant Flow Test Application +Site Plan
1 $131.61 fee
THESE ARE TRANSMITTED as checked below:
❑ For Approval ❑ Approved as Submitted ❑ Resubmit copies for approval
� For your Use ❑ Approved as Noted ❑ Submit copies for distribution
❑ As Requested ❑ Retumed for corrections ❑ Return coRected prints
❑ For Review& Comment ❑
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
Please let me know if you need any additional information. Thank you!
COPY TO SIGNEO
NAME . vez, .
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PELN�.AN SGUARE
��cwi�r+.ui swu x usranai�w rrw.i a�v.awina. SECTION J0.iOWNSHIP IOS..RANCE 43E.
uw M�ccauwc���..0 wn�uaF wnm�c wc+c s�wo.+os i awm ra awa��rt wx mrnin.V�'/u co SIA4M0 VILUCE Of TEOUESf/�FLOR�W
a�1�ou�on a wu uo vwwn snu si�zs.owwac smucnwcs i i�v rpu��vAii�rw/��a/i�co
nres wo ana+smicnn[s w t coa�wno rm�woxra oorr � +ne`o.��rn..i.wi�eo ���.�.�� CONCEPIWL PAVING, DRAIN�CE,
wanw.roi or nw vn�socn�w w�xs �.awo w�ort nr.. WATER ANO WASTEWATER PLAN
��a m� e� .w s1'r r�a+a� � 7 � 1
August 9, 2018
Job No. 17-137
CONCURRENCY ANALYSIS
Pelican Square
Village of Tequesta, Florida
SITE DATA
The subject parcel is located between Canal Court and Inlet Court, west of US-1 in the
Village of Tequesta, Florida and contains approximately 1.05 acres. The current
addresses are 691 and 19626 N. US Highway 1, 3471 Inlet Court and 3486 Canal Court,
and the Property Control Numbers for the subject parcel are:
60-43-40-30-58-001-0000 60-43-40-30-58-002-0000
60-43-40-30-58-003-0000 60-43-40-30-58-004-0000
The site is currently vacant with an alley that will be vacated. Proposed site development
consist of the construction of office space with nine apartments above and one townhouse
building with three units. For additional information concerning site layout and location
please refer to Site Plan by Gentile, Glass Holloway, O'Mahoney and Associates, Inc.
CONCURRENCY STATEMENT
As previously mentioned, the site is currently vacant and proposed modifications consist
of office space with nine aparhnents above and one townhouse building with three units.
The nine-1 bedroom apartments range from 890-1222 SF, and the community recreation
room is 890 SF, and office space totals 4922 SF. The townhomes will consist of 3-
bedroom units with square footages ranging from 1900 SF to 2300 SF per unit. The level
of service impacts of the proposed development are as follows:
SEWER DEMAND
2 D.U.'s x 300 GPD + 1 DU x 360 GPD = 600 + 360 = 960 GPD
D.U. D.U.
9 D.U.'s x 160 GPD = 1440 GPD
D.U.
TOTAL = 2400 GPD (residential)
Concurrency Analysis
Job No. 17-137
August 9, 2018 — Page 2
CONCURRENCY STATEMENT (CONTINUED�
5812 SF Office** x 15 GPD = 872 GPD (Non- residential)
100 SF
Total Wastewater Demand = 3272 GPD
Allowable Residential Level of Service* = 108 GPD x 2.3 persons x 12 DU = 2981 GPD
Person DU
2981 GPD > 2400 GPD
*assuming 2.3 persons/DU
** includes 890 SF Community Recreation Room
POTABLE WATER DEMAND
Potable water demand has been calculated based on the sewer demand outlined above
and applying a conservative 20% factor.
Residential: 2400 GPD x 1.2 = 2880 GPD
Non-Residential: 872 GPD x 1.2 = 1046 GPD
Total Water Demand= 3926 GPD
Allowable Residential Level of Service* = 180 GPD x 2.3 erp sons x 12 DU = 4968 GPD
Person DU
4968 GPD > 2880 GPD
*assuming 2.3 persons/DU
Allowable Non- Residential Level of Service = 3030 GPD
AC
3030 GPD > 1046 GPD
As detailed above, the impacts of the proposed development are less than the
allowable level of service standards.
Amy N. Galvez, P.E.
FL Reg. No. 55386
ANG/sa x:/docs/trafficdrainage/concurrency.17137rev
CFN 20170456382
OR BK 29557 PG 597
RECORDED 12/29/2017 11:32:42
Palm Beach Counry, Florida
AMT 700,000.00
DEED DOC 4,900.00
Prepared by: ' Sharon R. Bock
CLERK&COMPTROLLER
Ginger C.Gray Pgs 0597-0600; (4Pgs)
Bradley Arant Boult Cummings LLP
1819 Fifth Avenue North
Birmingham,Alabama 35203
ARer raording return to:
John White II
Nason,Yeager,Gerson,White&Lioce,P.A.
3001 PGA Boulevard,Suite 305
Palm Beach Gardens,Florida 33410
STATE OF FLORIDA )
COUNTY OF PAL�EACH )
� �
��
,�ECIAL WARRANTY DEED
`V"
KNOW ALL PERSONS ��SE PRESENTS, that REGIONS BANK, an Alabama
banking corporation ("Grantor"), w1�6�address is 250 Riverchase Parkway East, Suite 600,
Birnungham, Alabama 35244, for and in ideration of Ten and No/100 Dollazs ($10.00) and
other good and valuable consideration, to paid by 691 TEQUESTA, LLC, a Florida
limited liability company ("Grantee"), whose a i 5 Pinehill Trail West, Tequesta, Florida
33469,the receipt and sufficiency of which are here wledged,does hereby grant,bargain,
sell and convey to Grantee the following described re rty lying and being situated in Palm
Beach County,Florida: �
See Exhibit A attached hereto and incorporated herein�j�his reference (the
`•Property"). �'``�
Together with all the rights,tenements,hereditaments and appurtenances thereto belonging
or in any way appertaining,and the reversion or reversions,remainder or remainders;rents,issues
and profits thereof.
This conveyance is subject to:
1. Ad valorem property taxes for the 2018 tax year and all subsequent
years.
2. All easements, restrictions, reservations, encumbrances and other
matters appearing of record.
3. Zoning and building laws,land use laws,rules,regulations,statutes,
and ordinances.
1/4393546.2
CFN 20170456382
BOOK 29557 PAGE 598
20F4
4. Matters that would be disclosed by an accurate survey of the
Property.
Grantor covenants that Grantor will warrant and defend the Property against the lawful
claims and demands of all persons claiming by,through,or under Grantor,but against none other.
TO HAVE AND TO HOLD unto Grantee and its successors and assigns in fee simple
forever.
THE SALE AND CONVEYANCE OF THE PROPERTY IS "AS-IS," "WHERE-IS"
"WITH ALL FAULTS" AND WITHOUT REPRESENTATION OR WARRANTY OF ANY
KIND, EXPRESS, IMPLIED, STATUTORY OR OTHERWISE, ANY WARRANTY OF
MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE BEING EXPRESSLY
DISCLAIMED. OR DOES NOT MAKE ANY REPRESENTATIONS OR
WARRANTIES I RESPECT TO COMPLIANCE WITH LAWS, RULES,
REGULATIONS, A ENTS OR SPECIFICATIONS, NOR WITH RESPECT TO
CONDITION, QUALI �j!�PACITY, DESIGN, OPERATION, ABSENCE OR ANY
LATENT DEFECTS OR'� Y OTHER WARRANTY OR REPRESENTATION
WHATSOEVER WITH RESP� TI�PROPERTY,ALL OF WHICH ARE EXPRESSLY
HEREBY WAIVED BY GRANT�O
�
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�
[Remainder of Page Inte � BlankJ
��
�
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�
�
1/4 3 93 546.2
CFN 20170456382
BOOK 29557 PAGE 599
30F4
IN WITNESS WI�REOF,Grantor has caused this conveyance to be duly executed this
�day of December, 2017.
Witnesses: REGIONS BANK,
an Alabama banking corporation
c. cw., By:
Name: Ko ey . Cox
� � n Title: Vice President
Print Name
, �
�--c,�' �.1� n .
Print me ��
�
�O
STATE OF ALABAMA ) �
JEFFERSON COUNTY ) ��
�
The foregoing instrument was acknowledg me ttus�day of December,2017,
by Korey J. Cox,as Vice President of Regions Bank, ama banking corporation,on behalf
of said corporation. Such person did take an oath and: (n l,p�,st check applicable box)
/ ��
✓ is personally lmown to me. �
produced a current driver's license t�fication.
produced as identificatio �
(Notary Seal must be�xed)
, � � •.,� Signature of otary
• ��` ,., '., c�
•� r
.r
- .� ``; �j� L j,'.'�'�
�� " '� � ' .•�`�` r� Name of Notary Typed,Printed or
,. 'j �� ?', o� {' Stam�pd
_ ,
' 'i;:. t, Y�
Il .. ,l('1 �x�{
' � `�..r•f' ' ,
•�••�° "'••' + My Commission Expir : 'f not
� . ..�• .
. ' . ... '�..,� legible on seal). 7d �p ��
wu�ui�.�icus
Notnr PubHc '
AI�bmW SUte n lupe
1/4393546.2
CFN 20170456382
BOOK 29557 PAGE 600
40F4
EXHIBIT A
Legal Description
PARCEL 1:
Parcel 1 of REGIONS TEQUESTA, according to the Plat thereof as recorded in Plat Book 111, Page(s) 115-
116, of the Public Records of Palm Beach County, Florida.
PARCEL 2:
Parcel 2 of REGIONS TEQUESTA, according to the Plat thereof as recorded in Plat Book 111, Page(s) 115-
116,of the Public Records of Palrn Beach County, Florida.
PARCEL 3:
Parcel 3 of REGIONS� A, aaording to the Plat thereof as recorded in Plat Book ili, Page(s) 115-
116,of the Public Reco Im Beach County, Florida.
PARCEL 4: l•
�
Parcel 4 of REGIONS TEQUESTA, acc to the Plat thereof as recorded in Plat Book lil, Page(s) 115-
116, of the Public Records of Palm Beac ty, Florida.
��
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1/4393546.2
Yates + Associates Architecture inc , '�*
architecture . planning . interior design
State License# aa-26001673 /
August 10, 2016
Nilsa Zacarias,AICP
Village of Tequesta
Regarding:
Pelican Square
As requested we have calculated the fire flow for the Pelican Square project as per the current Florida Fire
Prevention and NFPA 1. The site fire water service would need to be sized to allow the hydraulically most remote
fire hydrant on site to deliver the minimum allowed fire flow.
Using 21,688 square feet for the largest building on the property, Building A see below:
Per NFPA 1 Fire Code 2015 EdiNon:
18.4.1* Scope.
18.4.1.1* The procedure determining fire flow requirements for buildings hereafter constructed shall be in
accordance with Section 18.4.
18.4.4. Fire Flow Area.
18.4.4.1 General. The fire flow area shall be the total floor area of all floor levels of a building except as modified
in 18.4.4.2.
Total floor area for the proposed building is 21,688 square feet for the three (3)floors. The modification listed
above does not apply to this project as the construction Type is III(200) or Type III-B per FBC 6th Edition
(2017) which is not included in the modification exception list. The proposed building is a mixed-use occupancy
classification including Residential Group R2 and Business.
18.4.5 Fire Flow Requirements for Buildings.
18.4.5.3.1 Building Other Than One-and TwaFamily Dwellings. The minimum fire flow and flow duration for
buildings other than one- and two-family dwellings shall be as specified in Table 18.4.5.2.1.
For Construction type III(200) and a Fire Flow Area between 18,401 -21,800 square feet, Table 18.4.5.1.2
requires 3,000 gpm at 20 psi with a 3-hour duration.
18.4.5.3.2 A reduction in required fire flow of 75 percent shall be permitted when the building is protected
throughout by an approved automatic sprinkler system. The resulting fire flow shall not be less than 1000 gpm
(3785 L/min).
3,000 gpm- 75% (2,250gpm) =1,000 gpm;as indicated by 18.4.5.3.2, the minimum fire flow shall not be less
than 1,000 at 20 psi with a 3-hour duration. This flow and pressure should be used if standard response
sprinklers are used throughout the building.
319 Clematis St.,Suite 914 � West Palm Beach,FI 33401 � Tel:(561)653-8280 � Fax:(561)653-8280 � www.yatesarchftecture.com
Yates + Associates Architecture Inc . "�*
architecture • pianning . interior design
State License # aa-26001673 /
The calculated fire flow should be a minimum of 1,000 GPM at 20-psi for a minimum duration of 3-hours. The
local AHJ may allow for an additional reduction if quick response sprinklers are used throughout the buildings. It
appears the estimated fire flow of 2,390-gpm at a residual pressure of 20-psi is available, based on the September
22, 2018 Hydrant Flow Data as performed by Tequesta Fire Rescue meets the minimum fire flow requirement for
the building. The duration of fire flow may not be an issue as the water supply is a public utility but may still need
to be reviewed and approved by the local AHJ.
Feel free to call or email me if you have any questions.
Respectfully submitted,
OF F�
� /�
����y I D �T �
. * .
AR1 6 ;V
� �\��
RED A�'
Kelly D. Yates, R.A.
Yates + Associates Architecture Inc.
State of Florida Registered Architect#AR-13706
319 Clematis St.,Suite 914 � West Palm Beach, FI 33401 � Tel:(561)653-8280 � Fax: (561)653-8280 � www.yatesarchitecture.com
August 8,2018
Job No. 17-137
DRAINAGE STATEMENT
Pelican Square
Village of Tequesta,Florida
SITE DATA
The subject parcel is located between Cana1 Court and Inlet Court,west of US-1 in the Village
of Tequesta, Florida and contains approximately 1.05 acres. The current addresses are 691
and 1926 N. US. Highway 1, 3471 Inlet Court and 3486 Canal Court, and the Pmperty
Control Numbers for the subject parcel are
60-43-40-30-58-001-0000 60-43-40-30-58-002-0000
60-43-40-30-5&003-0000 60-43-40-30-58-004-0000
The site is currently vacant with an alley that will be vacated. Proposed site development
consists of the construction of office space with apartments above and one townhouse
building. For additional information concerning site location and layout, please refer to the
Site Plan by Gentile Glas Holloway O'Mahoney&Associates, Inc.
SITE DRAINAGE
It is proposed that runoff be directed to on-site exfiltration trench by means of paved or
grass swales and/or inlets and storm sewer. D� to the project's location on the coastal
dune and the high quality of the soil, the project will be designed as a zero discharge site
with the required design storm events stored on site and in the exfiltration trench.
Drainage design is to address the following:
1. Building floor elevations to be at or above the level produced by the 100-year, 3-day
event.
2. Parking lots to be protected from flooding during the 5-year, 24-hour even�
3. Due consideration to water quality.
DRAINAGE STATEMENT
Job No. 17-137
August 8,2018—Page 2
SITE DRAINAGE(CONTINUED)
4. Compliance with the South Florida Water Management District Intracoastal Drainage
Basin Criteria.
Required permits/approvals shall include the following:
1. Village of Tequesta Drainage Approval
2. South Florida Water Management District General Permit by Rule
3. Florida Departrnent of Transportation Drainage Connection Permit(adjacent to FDOT
Right-of Way)
Amy N Galvez ,,�„""",,,�- '�'�'��'
` y N:GALV Wcha�ica�r�M��
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'oo i 0'T /�Ss�NAL E��` �rid 1M sl��u�re
''���'�ii��nun��`��� �°^anY
Amy Galvez,P.E.
FL Reg.No. 55386
A1vG/al: x:�aocs/aaffiod�airm�e/ds.171s7.vwra
Pelican Sqnare
Section 30,Townsbip 405,Renge 43E
Village of Teqnesta,Flarida
�reltminary Water Maoagemmt C�ns
Pt+�pared: Apri12018
Revised May 2418
Amy N Galvez ,�"„"",,,,, �'�T'��'
,,��N,�Atv r�''�,, .i.wo�.wr�•�
;P�•'��N�e'':�,p', seaMd bY MN N.GNvex
13:23:21 2018.08.21 =*:� �*�° �����*� ���d
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1 1 ��S••.Romo�,.. �� ataMe.ned»tlp�.eure
0 0 0� �'��is,��f1fAL E����� miat b�vwM�d on aW
�nn�n�� eNcha�lc
Simmons dc WLibe,vc.
Zsgi M�a�t�a w�c
Suite 3
West Palm Beach,Florida 3340r1
Cat Of Authozization 3452
Proled S�mmary
The snbjod paroel is locehod bdwcen Caosl Court end Inlet Court, west of US-1 in the
V'illa�e of Toquesta, Flarida aad oontains appmximately 1.05 aci+es. T'he cinirat
e�dd�rsses are 691 aad 19626 N.US. Highway 1, 3471 Inlet Court aad 3486 Caaal Court,
aad t�e Pmpecty Control Numbas for the subject pac+cel are
60-43-40-30-58-001-0000 60-43-40-30-58-002-0000
60-43-40-3aS8-003-0000 60-43-M�30-58-004-0000
The site is currendy vacant with en alley that will be vacated. Proposed site derrelapment
oonsists of the oonstrudion of office space with apartm�ts above and one townhouse
building.
Proawed I.and U�e:
'I�is a aigmficant grade differe�ial existing�tfie site and a retaining wall be
raquirad along the eest property line for the pmoposod devdopme�t. The FFE for the
buildings on the west half of the property will have a three to four foot differmce with
the building on the east half of the pmpmty.
Building/roof ares = 0.24 acres
Parking/Impervious�s = 0.40 ac,nes
O�spece area = 0.41 acses
Total aiea = l.OS ac�+es
w,�o�:
i� r°o��me��:
i.os��i��= i.05 a�in Required Water Quality
2)z '�4"x%Impervious:
(1.05 ac—0.24 ac—0.41 ac)x 2 '/:"a 1.05 ac
(1.05 ac—0.24 ac)
=13 ao-in R�eanired Water Onilltv 10.7 a�in Provided in Treach
Gro�d Stora�:
The aoil storage value usod is based on tbe SFWIVID maximimm allowable soil starsge
value of 14.68"sinoe the site is loc�tad on the ooastal d�e aad the proposed grades ar�
moscty � than tm foec above the ooatr��l devatio�n r�or tl� area. Per the aaachea
geo�technicsl repat infocmation, the aoil type is St Lucie, Paola, U�an land oomplex
(Map Unit ID 41) end the USDA Soil Survey des�xibes t�is soil type as oonaisting of
sa�dy msrine deposits loca�d un lmolle on marine tearaoes, with ��c�, '�y drained
sands notod to be p�+eseat to deptbs in eaccess of 80 inches below gi�ade, and with a water
table deeper thaa 80 mches. Also,the eoil borings indicate that the water table elevatian
is g�eate�than 10 fed below existing grade.
S=(0.41 a�c?x 114.68"1
1.05 ac
S=5.73"
Site Rano@'Cakalstloas:
The projoct's loc�tion on the Coastal Dune presents the opportunity for the project to
meet(and e�cceed)local�ovemin8��7'�liriremeats thnnugh the use of on-site
exfi�tration troncb.This prnject is designed as a ze�+n disch�ge site for up to and
incfiding the 100 year 3 day staffi eveat,which is stored campletely within the
exfiltration t�ench.
P= 16"Total rainfall for 100 yeer,3 day eveat
S=5.73"Gtnuc�d storage on site
Calcula�e total nmoff&um 100 year,3 day event:
Q= P-0.2S
(P+0.85)
Q= 10.7 ac-in Volume required to be starod in on-site exsltration h�ench.
10.7 a�in Providod in Ex5ltration Treach
F.�stion trench reeov�ry tjme:
The calculations below are to show the rxovexy rate f�or the e�filtration�+mch based on
the volume for the 100 year,3 day stozm ev�e�� Calculations are bsaed on flow thraugh
170 fioet of 5 foot x 10 feot�xfiltration trench with top elev�ation= 10.5 s�d(k)=4.9 x
10'`.Refrr to e�cloxd Gxfiltratio�n trGach caleailations far ot�r dimeosions:
Q�_(k)(Hzx10 ftx170 ft)
Qe�=5.8 cfs
Qsiae._(kX 170 ft)(H2 x Du—0.5 x Dt�+I�x Ds)
Qs;ae�=1.9�f's
Total Flow thraugh Treac�=Q�+2 x Qs;aa
=9.6 cfs
Volume req�rired to be storod in trr�ch:
10.7 Ao-in a 43.560 sf x 1 ft =38,841 ft3
Ac 12 in
Time for ra�overy of ex5ltration trench:
= 38.841 f�
9.6 fl/soc x 3600 secJhr
�1.16n
SIMMONS�YYHITE INC.
M�oc�Nr�e�w.wEsr,surrE s
WEST PALM BEACH,FLORIDA 33407
CgtTIFICATE OF AUTHORRJITION�►3162
EXFILTRATION TRENCH LENGTH CALCULATION
JOB NO: 17-137
DATE: M18/2018
L= V
K(H2 W +2 Fis�u-�u2+2 hiz�s)+(1.39 X 10�)W �u
V= VOLUME TO BE TREATED 10.7 AGIN
W= WIDTH OF TRENCH 10 FT
K= Mro�►uuc coNoucrnnnr 0.00049 CFS/SF-FT
H2= DEPTH TO WATER TABLE FROM C�NTROL ELEVATION 7.0 FT
DU= NON-SATURATED TRENCH DEPTH 5.0 FT
DS= SP►TUR/►TED 1REIVCH DEPTH 0.0 FT
L= REQUIRED TRENCH LENGTH 1N•O4 FT
12.5 OONTROL ELEVATION
10.5 TOP OF TREf�H
O7 PIPE lNVERT
5.5 BOTTOM OF TRENCH
� 2.5 WATER TABLE
�r-
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so11A��aMn a��ch Cauri�►IVM.Plo�w� tala�s(+ly IAhasddJis 9Ms.
�
Map Unit Legend
Pa�n s..a�ca�no►a..�lNeY.tFu++)
�P��� �P Un�IM� Aeiw In AOI 'woMt d AOI
�1 SL l.uds�P�al�ikan I�nd 3.2 100.0li
oar�Noc o to a paaert
ropaa
7bWs/or An�d i� i2 1�0.0%
� Co�w�vafioe swvk� Ndorni Coop�flM Soi SurMry Pps 3 d 8
wp uNt o..alpuorc sc�uasP�altu�e.n�.nd oomplex,o b a paroent�lopes—Pdm t-Aae c+F)1Ahoed-use sNe,
Beach Ca+KY IMa6 Flo�id� Tequa�fa
Palm Beach County Area, Florida
41-3t Lucie-Paola-Urben land complex, Q to 8 percent
abpes
Map Unk Satting
Na�mep unit aymDol: 1 j7ds
EJeva�ion: 10 to 20 f�t
Mear►ennual preajoi�tion: 48 to 58 incF�es
Me�an annuel eir te�mperaftrre: 70 to 77 degreea F
Frost-fiee pe�tod: 358 to 365 days
FsnNend dassif�.�tiwr. Not prane farmland
Map Ueit Composkion
8t.lude and sun�r svNs: 35 pervs�
Pada end sirr�7ai so�s: 33 psroerh
U�ban/and: 30 peroerrt
Mi�wr�ompor►ents: 2 pen;ent
EsE�nates ere bresed on obse�►vatra�s, des�nptions, and ban.secfs of
d�e mr�punit
Dasc�lptlon of SL Lucis
3�tlnp
Landhxrn: Knolls on mari�e berracas,ridpes on merine teRa�ces
Lan�bnn posibon(lhree�dime�sior�al): Side alope,interfluve
Down-slcpe shape: Canv�euc
Adosa-.�/ope shepe: Linear
Per+�nt ma�eri�• Edian or sandy marine deposits
�►P�cal proflle
A-0 bo 5 inches: sand
C-5 to 80 inches: sand
Propsrti�s and qualiti�s
Slope: 0 to 8 percent
Depth to restrFctiwe feature: AAore then 80 inches
Natura!drainase dass: Excxasiv�ely drained
Runolf dass: Newpibie
Capaclfy d the most fimi�ng leyer to transmit weter(Kset): Very
high(18.98 to 39.96 INhr)
Depth to weter teble: Mae tftan 80 inct�es
Frequency oflbodfng: None
Fiequ�ency of pondb►g: None
Selb►lh, m�exlmum fi prolMe: Nor�salins to very slightly saline(0.0
to 20 mmhos/cm)
Sodium edsaptia�ratio, maxlmum in profile: 4.0
Ava�7�bJe rvater s�aage in profge: Very low(about 1.8 inchea)
Inb�rprdfv��roups
l.and cePa6i�Y dess�rCatia►(�rrt�bedl. None specitbd
Land cepebN'Ry dass�cetion(nonl�gated): 7s
� Nduw1 RNou�as vMeb so�Survsy s/16no17
Cen�evatbe�rvb� NeypMl f;oopenlh�Sd Si�vey Paps 1 of 3
M�p Urit DwaipUon:St�lard oomplu,O to 8 psoeM flops►�alrn 1,A�s(+�)Wosd�llse 9Ms,
Bea�l�CounN Nea�Florid� Taq�sst�
Hydrologic Sod G�: A
Other v�egetadv+s dessificeti�on: Fors�e auit�y grvup not
asslgned(G156AC999FL)
Hydric mo�►iatlng: No
D�scriptlon ot Paola
S�ttlng .
Lendlfam: KnoNs on marine berraoes,ridpes on marine tsrraoes
Csndlonn poaiban(twee-dlmenai�or�a!): Irrtertlw�e,sida slope
Dowr►�.41ope shape: Conv�eu
Acrvss�oPe shaPe: Linear
Pa�nt mat�eriel: Sandy ms�ins deposits
�Yaw�a
A-0 to 3 ir►chea: sand
E-3 b 20 incl►es: sand
C-20 to 80 inches: �and
Propertiss and quatltlos
Slolie: 0 bo 8 peroe�t
Depfh to resbictiv�e featuie: Moro tt�n 80 inches
Netural d�amage claes: E�ocessivey drained
Runoff dass: Neplipible
Cepaci�Y of�fre mo�st limi6n�leyrer to transmit weter(Ksat}: Very
high(19.98 b 39.96 nlh�
Depah to wa6ar tade: More than 80 indtes
Fiequency d 11ood�ng.• None
Freque�wy o/pondiny: None
Salb►�iy, meximum in proFi�e: Nor�aline to v�y sli�htly saline(0.0
to 2.0 mmhoskxn)
Soditnn edsorption rabio,max�num in p►oJ�e: 4.0
AvaNsble water storage in p�e: Very bw(about 1.8 inches)
�����
Larrd capab�ldY des�tivn(�►►i�efedl: None specified
Land capabiP+ty dass�CaGun(noninigated): 6s
HyMdoA�ic SaV G►nup: A
Olher vegetati►re dsasificeGan: ForaQe auitability group not
assigned(G156AC999FL)
Hydnoc so�ralirrg: No
Des�xiptlon of Ueban Land
Seding
Lent�am: AAarine teRaces
L.end�Orrn posr�ion(three�imensione!): Interlluve.talf
Down-sbpe si►ape: unear
Across-slope ahepe: Linser
PaieM mat+aria/: No pa�ent maberial
Inbrprotivs�roups
Land ca�ab�lfy dassNFcetlor►('nipate�: Nona specified
ar�rto��
� Cawrvdbn�rMC� NaUortil Coop�r�vs 3oN 9livsy Ppe 2 of 3
wp udt oeuripuon:st ta,cis-Paa�.�u�o.n ana oornp.x,o b e prcw,t s�ops.�—P.Im 1-nae(+r-�AAhaeadlN sns,
Bsaeh(�r�y 14e�,Fbrld� Tbq��t�
Other vegeta(iv�e d�: Forage suitabil�y�roup not
assipned(G156AC999FL)
Hydr�c sdil isti►�g: lJnraMted
A�nor Con�pon�nb
PonNlb
P�e�►K of map wdt 1 pe�oent
Landlbnn: KraNs on marine tertaces,�on marine tertaoes
Landlb�nn pos�ion(ehree-d�mensiavral): MtsrAuv�e
Uo�vrr�lope shape: Convaoc
Aciass�lape sfi�e: Linsar
Ofher vegetati�re deasificadian: For�e suitabifltY 9�P�
assipned(G156AC999FL)
F/y�d�ic sod rebing: No
Palm bwch
P�ertaent of map w�i�: 1 peroer�t
Landlbrm: Dunes on marine tertacea
cendrorm posia�on rtn,ee-di,►,errsionaq: �nterik,Me
Down�sloPe sh�qPe: Conrrex
Ac�asa,sbpe ahape: Linear
Other v�egetefnre deasHFcation Forage auita�'IitY QrouP not
assigned(G156AC999FL)
Hydiic so+i r�ting: No
Data Source Information
So�Survey Area�: Paim Bee�ch CouMy Arse.Florida
Survey Aroa D�a: Version 12,Sep 14,2016
� NM�eal ll�a�as v11bb Sall S�nvsy 812612ot7
Co�wllon�nrb N�6orn1 CoopKatlMs 3a/3urvsy Paye 3 M 3
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. ANDERSEN ANDRE CONSULTINO ENOINEER8,INC. ,,,,,.,,io�� � •�► u.� �nr
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GRAPHICAL LEGEND: PROJECT NOTES:
Q FiNE SAND (SP) n-/ awo�io r�wnMna��[vrI�aw Unr o�w� � urm�d�farn�mi m�
�uN wro�uoo� oiw9 wa MaRs oc��r vsu.� �„
a-� wwo o.anw� n�r aovr ro.nane woM�oer,on
M f�/Tq��p��AME�M�10r1 MII IOOT YC IN111�1L YOIiIYR COMIOR M K�CWr OYt
�s OM 0/�T�t�•�Or Ctl�T.YMpQ AT Trt O�IaC -�00 Pf�ll/A�M0.�00 71LK��/�(�1Y D11�
M Ili.Y�pl/O�A1a TARf IIOf CIDOYMIf�
w �oar we�uir�a
■ APIDERSEN ANDRE CON8ULTN0 ENOINEERB,INC. �01��ppMp p�µD ,,,,,o,�,,,�„o,��� �. ..n o.� ,n,
.wMw�.a.�..r.►w�.+�a�a�r�w...�,...., EXRILTMTIONTEiTIIE�ULT *AO�twv�owrrwaAnr a�.+�w or� � �nr
o.�.ean.�r�.iw.�uw �nwraowa�ua�+r�wuroouR► �uaw.r.a.� 8hNt N0.Z
i/�� a��t �,
:�s�� �G
/ �, � August 2,2018
��� � �
. .
�LOR1�4' Ms. Nilsa 7,acarias
Village Planner
Village of Tequesta
nepartmeec of s�►g�eering I 345 Tequesta Drive
and Public works Tequesta, FL 33469
P.O. Box 21229
West Palm Beach,FL 334 1 6-1 229 �; Pelican Square
(561)684-4000 Project#: 180605
FAX:(561)684-4050 Traff'ic Performance Standards Review�
www pbcgov.com
Dear Ms. Zacarias:
� The Palm Beach County Traffic Division has reviewed the Pelican Square
Traffic Statement, dated May 24, 201 S, pursuant to the Traffic Performance
Standards in Article 12 of the Palm Beach County Unified Land Development
Code(ULDC). The project is summarized as follows:
Paim Beach County
Board of County
Commissioners Nlunicipality: Village ofTequesta
Locatiou: East side of US-1 between Canal Ct and Inlet Ct
r�e�issa rvtcxinlay.[vtayor ', PCN: 60-43-40-30-58-001-0000/-002-0000/-003-0000/-004-
Mack Bernard,Vice Mayor ����
Aceess: Full access driveway connections onto Canal Ct and
xa�x.va�ect,e Inlet Ct(existing or proposed,not necessarily implies
Pau�ette Burdick approval by County through this TPS letter, see later)
Eacisting Uses: Vacant
Dave Kerner Proposed Uses: Townhomes=3 DUs
Steven L.Abrams Apartments=9 DUs
Office=4,910 SF
Mary Lou Berger New Daily Trips: 200
New Peak Hour Trips: 26 (17J9)ANI; 15 (7/8)PM
Build-out: December 31, 2023
Based on our review, the Traffic Division has determined the proposed
County Administrator development meets the Traffic Performance Standards of Palm Beach County.
verdenia C. Baker
Please note the receipt of a Traffic Performance Standards (TPS) approval letter
does not constitute the review and issuance of a Palm Beach County Right-of-
Way (R/V4') Construction Permit nor does it eliminate any requirements that may
be deemed as site related. For work within Palm Beach County R/W, a detailed
review of the project will be provided upon submittal for a R/W permit
application. The project is required to comply with all Palm Beach County
standards and may include R/W dedication.
No building pennits are to be issued by the Village after the build-out date
specified above. The County traffic concurrency approval is subject to the Project
Aggregation Rules set forth in the Traffic Performance Standards Ordinance.
"An Equal Opporatnity
Affirmative ACGion Employer"
printed on sustainable
and recyded paper
Nilsa Zacarias
�—"— August 2,2018
� c�C.��
�v��oG Page 2
�y 2
�a "*� ` „'''1� The a1�i�roval letter shall be valid no lon��er than one �ear from date of issuance,
. • unless an a��lication for a_Site Specific Deveio��ment_Order has been a�prov_ed.
an at�t�lication for a Site Specific Develo�ment Orde_r has been submitted, or the
�LpgI9Q' ai��,roval letter has been sui�erseded_b� another aa�rova_l letter for the same
propertv.
If you have any questions regarding this determination, please contact me at
561-b84-4030 or email QBarira7pbc�ov.or�.
Sincerely,
��� ��� .
Quazi Bari, P.E.
Senior Professional Engineer
Tr�c Division
QB/HA/bc
ec: Addressee:
Bryan Kelley,P.E.—Simmons&White Engineering, lnc.
Hanane Akif,E.I.,Project Coordinator II,Traffic Di�ision
Steve Bohovsky,Technical Assistant III,Tra�c Division
Fi(e: General-TPS-Mun-Tr�c Study Review
F:\TRAFFIC\HA\MUI`ICIPALITIES\APPROVALS\18\180605-PELICAN SQUARE.DOCX
From: Trov Hollowav
To: Nilsa Zacarias
Cc: Alec Dickerson; Rob Steiner;Amv Galvez
Subject: FW: Pelican Square in Tequesta
Date: Friday,Odober 19,2018 11:17:30 AM
Attachments: imaae001.�na
imaae003.�na
imaae004.�na
image008.�na
image009.�na
Nilsa, we just spoke to Simmons & White and they just received approval from PBC this morning
regarding the driveway locations as indicated on the site plan. See PBC response below. Let us
know if you still need to talk or have any questions.
Tha n ks,
M. Troy Holloway
Partner, ASLA, LEED�AP, BD&C
Cell: 561-719-3733
troyla�2gho.com
�1�
��• t�ndxapc Irch:t�-�t, P:annrr, Em�nmmrnl�I(+m.uitant.
GENTILE GLAS HOLLOWAY O'MAHONEY& Associates , Inc
1907 Commerce Lane, Suite 101 Jupiter, Florida 33458 561-575-9557 x102
The information contained in this transmission may contain privileged and confidential information. It is intended only for the use of the
person�s)named above If you are not the intended recipient, you are hereby notified that any review,disseminaUon,distribution or
duplication of this communication is strictly prohibited.If you are not the intended recipient,please contact the sender by reply email
and destroy all copies of the original message.
All attached drawings,specifications and other documents,including those in eledronic form,prepared by the consultant and the
Consultants Sub-consultants are Instruments of Service for use exclusively to this Project.The Consuitant and the Consultants Sub
consultants shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law,statutory
and other reserved rights,including copynghts.
From: Amy Galvez [mailto:amy@simmonsandwhite.com]
Sent: Friday, October 19, 2018 11:06 AM
To:Troy Holloway<troy@2gho.com>
Subjed: FW: Pelican Square in Tequesta
Amy Galvez, P.E.
Project Manager
Simmons � White, Inc.
2581 Metrocentre Blvd.. Suite 3
�
� `JVest Palm Beacn F� 33=307
SINCE'1982
Office: 561 =�7g_73�t� x11 1
� � simmonsandwhite.com
From: Scott Cantor B. [� ���I�:: � .:r,��.;� �� �;]
Sent: Friday, October 19, 2018 8:51 AM
To: Rob Rennebaum <r ,k, �`��r �����,�n�, � ��� >
Cc: Motasem AI-Turk<�,1�I�����k =��b��o��.��;;>; Bogdan Piorkowski <BP�urh� ��� �,�� l .;��: � ��;;>; R S
<_ ,�a��,��hut�naiLc.orT�>; Amy Galvez <_�r ��ni � ����,�i.;���vhite.���r�>
Subjed: RE: Pelican Square in Tequesta
Good morning Rob— Land Development has no objection to the driveways as shown.
Thank you,
Scott Cantor, P.E.
Assistant Director of Land Development
PBC Land Development Division
2300 N Jog Rd, 3W
West Palm Beach FL 33411
Phone: 561-684-4090
From: Rob Rennebaum <�,;���.:,,,� r��c,� �_;��� � �;� >
Sent:Tuesday, October 16, 2018 10:50 AM
To: Scott Cantor B. <;;C�3uror.����c�vv ��;>
Cc: Motasem AI-Turk<� i �'�-_,���� : k������� ._._ a,>; Bogdan Piorkowski <b ___,� �,_ _��;>; R 5
<� . —=!. �,_,- ��I_��_>; Amy Galvez <,�r� ���;��,_n ������"� ,_;�.�t��«.��._�, >
Subject: FW: Pelican Square in Tequesta
Scott, as we discussed at our meeting of last Thursday (Oct 11, 2018), attached are the
following items:
1. Traffic Report
2. PBC Traffic Approval Letter
3. Survey
4. Site Plan
The site plan has been in review with Tequesta and we anticipate approval in the near future.
The Village has supported the location of the driveways to Canal Ct and Inlet Ct.
Both Canal Ct and Inlet Ct are listed as PBC roadways, so the Client will need to submit to PBC
for driveway connection permits following the site plan approval process. We are requesting
your review and conceptual approval of the driveways shown on the attached site plan to
acknowledge the location and throat lengths that are provided.
Please let me know if you need any additional information,
Thanks very much for your help,
Rob
Robert F. Rennebaum, P.E.
President
Simmons & White,.lnc.
2581 Metrocentre Bivd., Suite 3
West Palm Beach, FL 33407
561.478.7848 x 103
SINCE 1982 SimmonsAndWhite.com
Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released
in response to a public records request, do not send electronic mail to this entity. Instead, contact this
o�ce by phone or in writing.
���
��� Landscape Architects Planners Environmental Consultants
GENTILE GLAS HOLLOWAY O'MAH�NEY&Associaces,�nc. "��"�::�;o�i;;'.�����
FmiIV.\1.()'�L�Ix�neY:1!�i:\
1)nrli Itu.lin.�.trr(�I.is�\I(1'
PEtaCxr� SQU�E
TEQUESTA, FLORIDA
REPLAT ISITE PLAN REYIEW
JUSTIFICATION STATEMENT
JuNE 8, 2018
REVISED NOVEMBER 1 , 201 8
Introduction/Request:
On behalf of the Owner, 691 Tequesta LLC, Gentile Glas Holloway O'Mahoney & Associates, Inc.
respectfully requests review and approval of the site plan application for the properties located at 691
US 1, 19626 US 1,3486 Canal Court,and 3471 Inlet Court. All of the mentioned properties are located
in the Village of Tequesta. The Owner's overall development program consists of the following:
1. Replat to combine parcels;
2. Small scale comprehensive plan map amendment from Commercial to MU; Mixed Use;
3. Zoning map amendment from G2; Community Commercial to MU Mixed Use;
4. Mixed Use Site Plan featuring 12 multifamily units, 4,910 sf professional office, and a
community recreation room on 1.05 acres.
Note, this Narrative ONLYaddresses Site Plan Review/Replat portion of the application. The Land
Use and Re�oning request justification have been submitted under separate cover.
Conceptual Presentation:
On December 16, 2017, at the request of Village staff, Gentile Glas Holloway O'Mahoney &
Associates, Inc. presented the applicant's proposal for Pelican Square to the Village Council. The
feedback received was generally positive. As such, the applicant has refined the site plan and other
pertinent documents to take the Village Council's comments into consideration, and with that have
submitted this application.
Allev Abandonment:
Prior to the submittal of this application, the applicant requested that the Village of Tequesta abandon
the portion of the non-functioning alley that runs through the subject properties. The request was
subject to a workshop in March, and received approval from the Village Council on May 10, 2018.
With Village Council's approval to abandon the alley, the owner can now utilize the entire site to
create a functional,harmonious mixed use development. Additionally,the owner will provide a public
access casement through the site for the general use of the public.
Compatibility with Surroundin� Properties:
As stated in other portions of the application, the applicant is requesting to change the land use and
the zoning designations to Mixed Use(MU) for the subject properties. Although the subject properties
along the eastern corridor of US Highway 1 are all zoned G2, mixed use zoning and land use
designations are directly west of US-1, confirming that the applicant's request will be consistent with
the surrounding zoning and land use as shown on the chart below.
1907 Commerce Lane,Suite 101 )upiter, Florida 33458 ;61-57.",�)5.5i y61-S75-S260 Fax www.2};ho.com
Pelican Square
Tequesta,Florida
Unity of Title/Site Plan Review
June 8,2018,revised November 1,2018
2 � Pagc
Property
Subject Property C-2, Community Commercial Commercial
North C-2, Community Commercial Commercial
(Baldino's Restaurant)
South C-2, Community Commercial Commercial
(Avis/Budget Car Rentals)
East RS- Unincorporated Palm MR-5 Unincorporated Palm
(Single Family Residential) Beach County Beach County
West -Tequesta Trace Mixed Use Mixed Use
Project JusNficaHon/Overview:
Over the last few years, the owner has diligently researched the housing market in the Village of
Tequesta, and has determined that the current market trends are excellent to offer a well-designed
mixed use "infill"redevelopment project that provides a modest impact to growth and services in the
area. The proposed infill development will not have significant traffic impacts on the surrounding
roadway network, and will bring substantial economic benefits to Tequesta. Further, the project will
have no impact to the existing surrounding land uses. As the Village of Tequesta continues to
distinguish itself as a premier destination in northern Palm Beach County for locals and visitors alike,
the applicant is excited to bring this project for consideration by the Village Council.
It is the design team's position that the proposed development will serve as a transition from the
commercial uses west US Highway 1 to the single family residential to the east. Further, as the US
Highway 1 Lane Reduction and Resurfacing project has commenced,the property will be well situated
in a place that can take advantage of buffered bike lanes, pedestrian signalization, and patterned
pavement crosswalks, ALL of which will promote walkability, and aid in creating a sense of place.
REPLAT:
The owner intends to use the four subject parcels, all now owned by the Applicant, to yield the
proposed development program. Currently, the land use on the subject parcels has a designation of
Commercial and is zoned G2; Community Commercial. As stated in the introduction, the applicant
is proposing both a land use amendment and rezoning to mixed use designations to provide for the
development. Further, to create a seamless project, the applicant will request a Unity of Title to
combine the parcels to make one unified project.
Section 78-7(a) of the Village's zoning code discusses the requirement of a unity of title when it
reasonably appears that a certain proposed use of property, as set forth in an application for a
development order may subsequently be changed by the sale or transfer of such property and such
change would negate the application of zoning requirements relation to the proposed use. As stated
above,it is the owner's intent to combine the four subject properties to yield the proposed development
program. To remain consistent with Section 78-7(a),the owner is proposing to provide the Village of
Tequesta a Unity of Title for the properties that will be recorded in the Official Records of Palm Beach
County, prior to the issuance of a building permit for the proposed development.
O:\Pelican Squaze\Applications\Site Plan\Applicauon Materials\Jusrification Statement 11.1.18.Docx
Pelican Square
Tequesta,Florida
Unity of Title/Site Plan Review
June 8,2018,revised November 1, 2018
3 � Page
SITE PLAN REVIEW:
Section 78-331 states that all permitted uses, development and redevelopment activities are required
to go through the Site Plan Review process. The submitted application package contains all necessary
documents as stipulated in the development application and zoning code.
The project scope is consistent with Section 78-180(a) of the Village's zoning code as it provides for
commercial uses that are intended to be business services, and professional services that will be
primarily serve the existing residential neighborhoods of the village. Orientation to and compatibility
with neighborhoods to be served will be essential, and the proposed residential uses will accomplish a
more complete residential living environment which will establish a neighborhood identity and
community focus. Further, the proposed project will provide for proper traffic circulation, in addition
to provide for the efficient movement of pedestrian and bicycle traffic.
Site Plan Details:
The proposed project consists of two (2) separate buildings placed across the 1.05 acre site. Building
A fronts US Highway 1, and contains 4,910 sf of professional office on the ground floor, and a total
of 9 units on the upper level. Bench seating is provide at the main walkway directly adjacent to US 1
which will aid in creating a common area for users of the site.
Building B provides three 2-story townhomes totaling approximately 6,139 sf of A/C space.
Additionally, a 6'screen walUretaining wall is proposed on the eastern side of the property to address
the grade changes on the site.
As depicted on the site plan, the two buildings are placed in a design that fully takes advantage of the
vacant infill parcel. Typically, infill development sites can be challenging due to the existing
infrastructure already on site, however, the owner along with design team have taken immense
considerations to ensure that the project functions without being detrimental to any of the surrounding
properties.
Drainage:
As the project has a significant grade differential existing on the site,the applicant will be providing a
retaining wall for the proposed development. The finished floor elevation for the buildings on the
west side of the property will have a three to four foot difference with the buildings on the east side of
the property.
The project's location on the coastal dune provides the opportunity for the project to meet(and exceed)
local governing agency requirements through the use of on-site exfiltration trench. The proposed
project is designed as a zero discharge site for up to and including the 100 year 3 day storm event.
Please refer to the Preliminary Water Management Calculations, prepared by Simmons and White,
Inc., submitted with this application package for additional information.
Traffic:
Based on the submitted Traffic Report prepared by Simmons and White, Inc., the proposed
development has been estimated to generate 364 net trips per day, 21 net AM peak hour trips and 32
O:\Pelican Squaze\Applicarions\Site Plan\Applicauon Marerials�Jusrificanon Statement 11.1.18.Docx
Pelican Square
Tequesta,Florida
Unity of Title/Site Plan Review
June 8,2018,revised November 1,2018
4 � Page
Net PM peak hour trips. Based on a brief review of the directly access link within the project's radius
of development influence, it was determined that the proposed development will have an insignificant
project assignment and will therefore meet the requirements of the Palm Beach County Traffic
Performance Standards. Note a copy, of the submitted traffic report will be provided to Palm Beach
County for their review, and an approval letter will be sent to the Village upon receipt.
Recreallon Space:
To remain consistent with Section 78-288 of the Village of Tequesta's zoning code, the applicant is
providing a community recreation room in Building A of the development so that the residents may
have an onsite recreation opportunity. Further,there is a community gathering space which features a
12x 14 covered pavilion. Note, the pavilion and open space will NOT be fenced and gated. It is not a
public open space, as it is meant to only serve the 12 residential units of Pelican Square.
Parking:
For this mixed use development, the applicant is required to provide 40 spaces. Through the
combination of garage and surface parking, the applicant is providing 40 spaces inclusive of 2 ADA
accessible spaces, thus meeting the requirements of the Village of Tequesta off-street parking code.
Please note, all parking will be double striped and consist of brick pavers.
Signage:
With this site plan,the applicant is proposing a freestanding project sign, which will have a maximum
height of 10'. The sign will be made of stucco to match the existing building, and will consist of
backlit project name, and tenant panels. A detail of the project sign is provided on Sheet SP-2.
Additionally, the applicant has provided a color rendering of the signage.
Landscaping:
The proposed landscaping aims to be consistent with the overall village concept established for the
project. The submitted landscape plan intends to not only meet, but exceed certain code requirements
set forth in the Village of Tequesta's zoning code. As shown on the submitted landscape plan, the
applicant is providing more trees and shrubs than what is required in the buffer. Additionally, the
applicant exceeds the amount of perimeter trees required by code. The eastem property line is heavily
vegetated to better screen the property from the adjacent residential area. By doing this,the applicant
will provide landscape that creates a sense of community, in addition to creating an aesthetically
pleasing community for the future residents, and users.
Architectural Design and In�luence:
The design of the proposed mixed use project features an emphasis on the British West Indies style.
The Front Elevation takes advantage of this style using wood outriggers and frieze bandings,
underneath roof overhangs,plantation style shutters,omamental iron railing on cantilevered balconies,
comice and crown moldings at windows and doors, detailed wood columns, carriage lantems and
stucco water table features. The building's roof finish will be a Slate Gray standing seam metal roof.
Architectural interest is created by articulating the front facade with protruding balconies and openings
in the stair towers along with vertical height changes in the roof line. The wall materials on all sides
and levels will vary with texture and color.
O:\PeGcan Squaze\Applications\Site Plan\Applicauon Materials\Justificanon Statement 11.1.18.Docx
Pelican Square
Tequesta,Florida
Unity of Title/Site Plan Review
June 8,2018,revised November 1, 2018
S � Page
Some of the proposed materials selections for the project are:
The smooth stucco finish to be painted Sherwin Williams—Natural Choice SW-7011.
(All stucco eaves are to be finished in a similar texture and color)
The simulated(smooth stucco)lap siding to be painted Sherwin Williams—Westhighland White SW-
7566.
T'he shutters to be painted Sherwin Williams—Bracing Blue SW-6242
Fascia, columns, and all smooth stucco banding to be Sherwin Williams—Westhighland White SW-
7566.
The smooth stucco water table (base) shall be painted Sherwin Williams - Westhighland White SW-
7566.
The Metal roof on the building, MBCI—Craftsman Small Batten—Slate Gray
All doors and windows shall be an aluminum white fmish.
The design of this project, along with the materials and colors selected, will act together to fit in well
with the existing context of the neighborhood. Please refer to the submitted architectural plans, or
sheet SP-2 for more detailed square footage calculations.
Permitting:
All permit submittals and final construction plans will be completed after the site plan layout has been
finalized. The applicable permits will be secured prior to the issuance of a building permit for the
proposed development.
Site Plan Considerations:
The owner would like to stress that the proposed project is not a detriment to the community and aims
to provide the Village of Tequesta with a valuable asset for years to come. The proposed development
provides for the following:
➢ Consistency with the goals, objectives, and policies of the Village of Tequesta's
Comprehensive Plan: Concurrent with this application, the applicant has filed a Land Use
Map Amendment request to the mixed use land use designation, and has properly justified
that the proposed land use map amendment to will not cause any adverse effects to the
surrounding areas;
➢ Consistency with applicable countywide land development regulations. The applicant has
submitted a traffic study to the PBC Traffic Division, and has received a TPS Approval.
Additionally, through the review process the applicant will seek permits from the other
jurisdictional agencies;
➢ Designed to comply with all of the applicable provisions set forth in the Village of Tequesta
zoning code. Concurrent with this application, the applicant has filed a Rezoning map
amendment to the mixed use zoning district, and has designed the site plan appropriately
to ensure full compliance with the development regulations in the proposed zoning district;
➢ Will be compatible with the existing character of the area;
O:\Pelican Squaze\Applications\Site Plan\Application:�Iaterials\Jusdficadon Statement 1t.118.Docx
Pelican Square
Tequesta,Florida
Unity of Title/Site Plan Review
June 8,2018,revised November 1,2018
6� Pagc
➢ Insignificant impact on traffic, as shown on the submitted traffic statement prepared by
Simmons and White;
➢ Use of the existing facilities/infrastructure on site, holding to the true essence of infill
development. Prior to this submittal, we have requested confirmation of availability of
service letters from the applicable utility and service provider agencies in the area(Letters
included in submittal package). The confirmation received to date have been included in
this submittal package,and any outstanding letters received throughout the review process
will be forwarded to the Village of Tequesta Community Development Depariment upon
our receipt;
➢ Will not reduce light and air to the adjacent properties;
➢ Expected increase in property values in the adjacent areas, and stimulation of the Village
of Tequesta's tax base;
➢ Will not create any noise or visual pollution to the adjacent areas;
➢ Will provide pedestrian amenities on site;
➢ The proposed redevelopment will provide the necessary infrastructure to meet the
following level of standards pursuant to the criteria outlined in Sec. 78-331(h);
Conclusion:
To recap, the applicant, is proposing; 1) a Replat to combine the subject parcels; 2) small scale
comprehensive plan map amendment from Commercial to Mixed Use; 3) Rezoning from C2
Community Commercial to Mixed Use and 4)Site Plan Review for a mixed use development including
12 multifamily units and 4,910 sf of professional office on 1.05 acres. Note, the Rezoning/land use
portions of this proposal has been provided under separate cover.
The owners have been extremely diligent in working with Village staff,and the design team to ensure
that the final product is sensitive and respectful to the existing community. This narrative has
demonstrated that the proposal is consistent with particular elements of the Village Comprehensive
Plan, and will not be a detriment to any goals, objectives, and policies. Additionally, the submitted
site plan shows compliance with the proposed zoning district of Mixed Use.
With the approval of this dynamic project, Tequesta will further their mission in establishing itself as
premier destination in northern Palm Beach County,and with that,Gentile Glas Holloway O'Mahoney
&Associates,Inc.,respectfully request review and approval of the submitted application package.The
project team at Gentile Glas Holloway O'Mahoney&Associates, Inc. consists of M. Troy Holloway,
PLA, Ben Dolan, and Alec Dickerson.
O:\Pelican Squaze\Applications\Site Plan\AppGcauon Materials�Jusrificadon Stacecnent 11.1.18.Docx
���
��� landscape Architects Planners Em�ronmental Consuliants
GENTILE GLAS H4LLOWAY O'MAHONEYsn�K;���,lnc. GeorgeG.Genti�efASU
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November 1, 2018
Nilsa Zacarias
Village of Tequesta
345 Tequesta Drive
Tequesta, FL 33469
RE: Pelican Square
Dear Ms. Zacarias:
Pursuant to comments received from staff on October 17, 2018 based on our resubmittal of
September 26, 2018 please accept this letter as our written response. Also, included with
this letter are the revised plans, which address the comments where applicabEe. Please note,
this response letter only contains the OUTSTANDING comments made by the Village of
Tequesta. For your convenience we have prepared our responses in bold italics.
Site Plan Review — Zoninq
General Cornments
• Provide response to 8/8/18 e-mail about R-O-W coordination with Palm Beach County (see
attached e-mail)
Response: Please note, on 90/19/18, the applicant provided the Community
Development Director an emai!from PBC Land Development Division which states
that there is no objection to the driveways as shown. A copy of that email has also
been provided with this submittal.
• Label compact parking spaces on Sheet SP-1
Response: The site plan confains six 9'x98' parking spaces, which have been
indicated on the site plan and within fhe Site Data.
• Revise Building Lot Coverage to state Professional Office rather than Commercial Use
Response: The building lot coverage tab/e has been revised, as requested.
5. Provide color chips and sample material of all exte�ior finishes including buildings and hardscape,
including covered pavilion. Provide color board for covered pavilion. Color board provided is for
the main structure{s). Prov!de Sample material of Exterior Fin�snes {Pavers, etc.?
Response: As discussed, paver samples in addition to a roof sample have been
provided with this submittal.
1907 Commerce Lane, $uite 11)i �upiter, F(orida 33458 561-575-9557 561-575-5260 Fax www.2gho.com
Pelican Square Respcnse Letter
November 1, 2018
Page 2 of 6
10. Provide elevation, floor plan, material and finishes for covered pavilion. Provide color board for
covered pavilion. Color board provided is for the main structure(s). Frt,vide Sample materia� of
Exte��or �'nishes �PavUr� R�c
Response: As discussed, paver samp/es, in addition to a roof sample have been
provided with this submittal.
18. Continue communication with surrounding neighbors. Pro��de dates �n which tre appiicant
meUcommunicated w�th r�eighccrs P�ovide next st�U ta cor�r�uricate �N�th neigh�ors.
Response: On September 27, 2018, the applicant met wifh Bobbie and Dennis PiAa
(3463 Inlet Court) and Tony and Leslie Hawker (3480 Cana/ Court) to discuss the
project details, to which they showed no oppositiort the proposed project. The
applicanf has given the neighbors his contact information, and has repeatedly
stated that he is available to address any concerns the residents may have.
Site Plan Review - Division 2 Comments
Sec. 78-331. - Required; development standards; required facilities and infrastructure.
By the terms of this chapter, all permitted uses in all zoning districts except R-IA and R-1, all special
exception uses as approved by the village council, all planned residential development (PRO),
planned commercial development (PCD), and planned mixed-use development (PMUD), all
miscellaneous development and redevelopment, all subdivisions, and all uses or construction lying
partially or entirely in special flood hazard areas shalt comply with the following:
a) Site plan review is required. SPR APPLICATION UNDER REVIEW
b) Conceptual review of the overall development, if phased, is required.
Response: The project is not intended to be phased.
c) The development shall conform to all minimum requirements of this chapter and any other
applicable laws and regulations. SPR APPLICATION UNDER REVIEW
d) The development shall be compatible with the intent of the zoning district wherein it is
proposed to be located and compatible with adjacent land uses.
Response: This proposa/ aJso includes a rezoning map amendment to the
Mixed Use zoning district. The deve/opment has been designed fo meet all
standards of the Mixed Use district.
e) No building permit shall be issued for the purpose of erecting any structure or building, or for
structural alterations in any existing structure or building, until after the planning and zoning
advisory board has reviewed and made recommendations to the village council, and the
village council shall have finally approved the site plan in accordance with this section.
However, for the items specified in section 22-53(b), the planning and zoning advisory board
has final approval authority, and those items do not require further approval by the village
council. SPR APPLICATION IS CURRENTLY UNDER REVIEW. NO BUILDING PERMITS WILL BE
ISSUED UNTIL VILLAGE COUNCIL APPROVAL IS OBTAINED.
Response: The above provision is acknowledged.
O:1Pelican SquarelApplicationslSite PlanWgency CorrespondencelPelican Square Response Letter 11.1.18.docx
Pelrcan Square Response Letter
November 9, 2098
Page 3 of 6
� No building pennits or development orders shall be issued unless public facilities and services
which meet or exceed the adopted level of service standards are available concurrent with the
development impacts. Compliance with this requirement may be accomplished through one
or more or a combination of the foNowing processes:
1) Installation of all required public facilities/infrastructure/services prior to or concurrent with
the development impacts. SR'E IS LOCATED WITHIN URBAN SERVICE AREA OF VILLAGE
8 HAS ALL MUNICIPAL SERVICES AVAILABLE
2) Phasing of all required public facilities/infrastructure/services: PROVIDE STATEMENT
a) By local government(capital improvements element).
b) By the developer(development agreements).
Response: As stated above, the sife is located within the urban service area
of the Village and has all municipal servlces available.
3) Phasing of the development. PROVIDE STATEMENT.
Response: The proposed development wrll nof be phased.
g) All praposed development and or redevelopment shall be coordinated with and/or obtain
approvals and/or permits from the following agencies:
1) Palm Beach County Health Department. PROVIDE LETTER
Response:A /etfer or permit will be provided when the design for this project
has been completed, and the permif application has been approved. The
Owner would like to have assurance with the Site Plan layout prior to
proceeding with comp/ete Construction Plans
2) Tequesta Fire-Rescue Department (Fire Marshal). PROVIDE LETTER
Response:A letter or permit will be provided when tite deslgn for this project
has been completed, and the permit application has been approved. The
Owner would ifke to have assurance with the Site Plan Jayout prior to
proceeding with comp/ete Construct�on P/ans
4) Department of Environmentai Resources Management (DERM). Applicant: PROVIDE
LETTER OR STATEMENT
Response: This property has NO environmentally sensitive /ands or
vegetation, as it has been previously deve/oped and is mowed 8 maintained
on a regular basis.
5) South Florida Water Management District(SFWMD). PROVIDE LETTER
Response:A letter or permit will be provided when the deslgn for this project
has been completed, and the permit appllcation has been approved. The
Owner would like to have assurance with the Site Plan layout prior to
proceeding with comp/ete Construction Plans
6) Florida Department of Transpartation (FDOT). PROVIDE LETTER
Response:A letter or permit w/l/be provlded when the design for this project
has been comp/eted, and the permit application has been approved. The
Owner wou/d Ilke to have assurance with fhe Site PJan /ayout prior to
proceeding with comp/ete Constructlon Plans
O:1Pelican SquareWpplicationslSite PIanlAgency CorrespondencelPelican Square Response Letter 11.1.18.docx
Pelican Square Response Letter
November 1, 2018
Page 4 oi 6
15)Tequesta Water Department. PROVIDE LETTER
Response:A letter or permit wil/be provided when the design for this projecf
has been completed, and the permit application has been approved. The
Owner would I1ke to have assurance with the Site Plan /ayout prfor to
proceeding with complete Construction Plans
h) All new development and/or redevelopment must provide the necessary infrastructure to meet
the following level of service standards. Each application submitted pursuant to this section
shall be required to provide a certification from a licensed engineer in the state that the
proposed development and/or redevelopment meets or exceeds the level of service standards
for the listed infrastructure as follows:
1) Tra�c (roads and rights-of-way). TRANSPORTATION CONSULTANT TRAFFIC
STATEMENT
Roadwa T e LOS Standard '� LOS Peak
I Collector'` � C , D, ''Except Country Club Drive and
Seabrook Road which are C
I Urban minor arterials C D ;
Princi al arterials C D
2) Sanitary Sewer. A central wastewater level of service standard of 108 gallons per capita
per day is hereby adopted, and shall be used as the basis of estimating the availability of
capacity and demand generated by a proposed development project. PROVIDE
STATEMENT
Response: See atfached Concumency Analysis
3) Drainage. A public drainage facilities level of service standard of a 25-year frequency, 24-
hour duration storm event is hereby adopted, and shall be used as the basis of estimating
the availability of capacity and demand generated by a proposed development project.As
a general drainage requirement, each proposed project and/or site must maintain 95
percent of all stormwater runoff on-site. PROVIDE STATEMENT
Response: See attached Drainage Statement
4) Potable water. The following potable water level of service standards are hereby adopted
and shall be used as the basis for estimating the availability of facitity capacity and demand
generated by a proposed development project: PROVIDE STATEMENT
a. Average day water consumption rafe:
Residential: 175 gallons/capita/day
b. Maximum day wafer consumption (including irrigafion):
Residential: 180 gallons/capita/day
Nonresidential": 3,030 gallons/acre/day
Response: See attached Concumency Ana/ysis
5) Recreation/evel of service standards table. PROVIDE STATEMENT.
Area/activi uniU ulation Classification standard
Nei hborhood arks 2 acres/1,000
Communi r1c 2 acres/1,000
Beaches 1 mile/31,250
Golf courses 9 holes/30,000 '
O:\Pelican Square�ApplicationslSite PIanlAgency Correspondence\Pelican Square Response Letter 11.1.18.docx
Pelican Square Response Letter
November 1, 20?8
Page 5 of 6
Tennis 1 court/2,500
Basketbail 1 court/2,500
BasebalUsoftball 1 field/7,200
Football/soccer 1 field/4,800
Pla round areas 1 acre/3,600
Beach access easements 1 per%2 mile of developed or
redevelo d beach fronta
Response: As stated in the accompanying justification statement, the
applicant wlll be providing an 890 s.f. community recreafion room in building
A along with a communitygathering Open Space area wlth a 12'x 14'cover�ed
pavilfon. There will be NO BBQ griils provided on site.
6) Fire f/ow requirements. All development and/or major redevelopment must provide the
necessary infrastructure improvements for fire suppression, including adequate fire
hydrant placement, to meet the development's fire flow requirements in accordance with
NFPA#1, Uniform Fire Code, Florida edition. PROVIDE STATEMENT
Response: Du/y Nofed. Al! applicab/e fire flow infrastructure will be
improved to meet IYFPA#1.
j) The development shall project for the reservation and preservation of existing and future
rights-of- way as may be determined by the village and in conformance with the county
and village right-of-way protection plan. PROVIDE STATEMENT
Response: Comment noted.
Buildin� Departrnent Review
Mr. Jose Rodriguez, Village of Tequesta Building Official, has no comments at this time
Traffic Ens�ineerins� Review Comments - William Grieve, P.E. from McMahon
Associates, Inc.
Traffic Statement
No traffic comments.
Sewer, Drainas�e, and Water Review Comments —
Spencer M. Schroeder, P.E. from Mock Roos &Associates
General
Most of our previous comments have satisfied with the re-submittal. The ApplicanYs responses
appear to demonstrate the feasibility of these areas of the proposed design. Our remaining
comments are below.
Utilities
2. Show the proposed watermain connections on either side of the development to be connected to
the existing watermain along US1 and not the existing mains within Canal Ct. and Inlet Ct.
Connection to these mains would cause an unacceptable disruption of service for the residents
on these streets. Also, since the watermain along US1 is larger and the connections would no
longer be "size on size", tapping sleeves and valves may be used for these connections.
O:1Pelican SquarelApplications\Site PIanlAgency CorrespondencelPelican Square Response Letter 11.1.18.docx
Pelican Square Response Lefter
November ?, 2098
Page � af 6
Response: "Per an agreement with Jay Wickham, the proposed water/fire line
connections and locations will be designed per VOT standards for permitting
during the Construction plan phase."
5. Original comment 5: "The submitted 'Concurrency Analysis' satisfies the level of service
requirements for sanitary and potable water. However the Analysis does not address fire flow
demand. Please provide fire flow demand as calculated per NFPA#1, Uniform Fire Code, Florida
Edition. Also, please provide documentation—through flow test or other means—that the potable
water distribution system is capable of ineeting the calculated fire flow and pressure demands."
The ApplicanYs response and submitted flow test only addresses part of the comment. While the
submitted "Hydrant Report" confirms the available system flow and pressure, no proposed fire
flow demand calculations are included with the resubmitted materials. Please provide proposed
fire flow demands as calculated per NFPA #1. Also, please note, some of the preliminary
information included in the Hydrant Test application does not appear to be consistent with the
other submitted design information.
Response: Please see the included statement which addresses �re flow demand
for the proposed project.
Law Enforcement Review Comments
Mr. James McGrew, Village of Tequesta Assistant Police Chief, has no additional comments.
Fire Safetv Review Comments
Fire Dept. is satisfied with the applicanYs response dated 8/13/2018 regarding Fire Hydrants,
Sprinkler System, and Elevator.
Landscape Review Comments - Stephen Parker, RLA, consultinq landscape architect
Perimeter Landscaping
Per the October 15, 2018 memo from Mr. Parker, the landscape plans have an updated
revision date to be consistent with the other plans.
Should you have any questions regarding the resubmittal please do not hesitate to contact
me at 561-575-9557 or email me at ___-. _ _
Respectfully,
Gentile Glas Holloway O'Mahoney 8 Associates, Inc.
�` ---r
'� ' �� , ,-' -
t � , .
1
M. Troy Holloway, PLA, ASLA, LEED�AP, BD8�C
Partner
O:\Pelican SquarelApplicationslSite PIanlAgency CorrespondencelPelican Square Response Letter 11.1.18.docx
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Yates + Associates Architecture Inc, - "'*'�
architecture . planning . interior design
State License # aa-26Q01673 �
Color and Materials Pelican Square
Buildings A, B & Pavilion
1. Standing Seam Metal Roof
Slate Gray
2. Trim, Smooth Stucco Banding, Fascia& 5W 7566 zss-c3 ,
Columns and Water Table Westhighiand White
Sherwin Williams- Westhighland White
SW-7566
3. Upper Level Walls/ Lap siding sw�o�i 254-C6
Natural Choice
Sherwin Williams-Natural Choice SW-7011
4. Decorative Shutters and Bahama Shutters
Sherwin Williams - Bracing Blue SW-6242 SW 6242 z�''�
Bracing Blue
319 Clematis St.,Suite 212 � West Palm Beach, FI 33401 i Tel:(561)653-8280 Fax: (561)653-8280 i www.yatesarchitecture.com
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