HomeMy WebLinkAboutDocumentation_Planning and Zoning_Tab 2_10/18/2018 Site Plan and Environmental impact report .�
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APPLICATION FOR SITE P1AN REVIEW
DRC �
PLANNING &ZONING BOARD � Meeting Date:
VILLAGE COUNCIL � Meexing Date:
INSTRUCTIONS TO APPLICANTS:
1. Please complete all sections of this application.If not applicable,indicate with N/A.
2. Provide all required documents as shcwn on the attached checklist.If not applicable,indicate with N/A.
AI!construction, additions, and/or alterations withrn the Vidage, except in distrlcts R-IA and R-1, must be reviewed by the Planning&
Zoning Board. The Planning&Zoning 8oard meets the third 7hursdoy of every month at 5:30 p.m.,as needed in the Village Hall Council
Chambers,345 Tequesta Dr/ve. The app/lcant wll!be informed by letter of their scheduled meeting date. The PJanning and Zoning eoord
shall have general auihority as outlined in Sec.22.53. After review and recommendotion by the Planning&Zoning Boord,applicatfons
will be heard by the Village Councr!for frna!approval. The VilJage Council meets regularly on the second Thursday of every month at
6:OOp.m.,in the Viilage Ha!!Councii Chambers.
1. PROJECT OESCRIPTION&OWNER/AGENT INFORMATION
PROJECT NAME: Blowing Rocks Condominiums
PROJECT ADDRESS: 1500 and 1550 Beach Road, Tequesta, FL 33469
DESCRIPTION OF PROJECT: Site Plan Approval Request for 21 Condominium Units
--___ _ ._ _
Property Control Number(PCN),list additional on a separate sheet: See AttBChed Sheet
Estimated project cost: NA
Property Owner(s)of Record: Turnberry Beach Road, LLC c/o Michael Gilbert
Address: �9950 West Country Club Drive, 10th Floor, Aventura, FL 33180
Phone No.: 305-682-1142 Fax No.: E-mail Address:mgilbert@turnberry.com
Applicant/Agent(if other than owner complete consent section on page 3):
rvame: George G. Gentile of Gentile Glas Holloway O'Mahoney &Associates, Inc.
Address: 1947 Commerce Lane, Suite 101, Jupiter, FL 33458
Phone No.: 561-575-9557 Fax No.: 561-575-5260 E-mail Address:9eorge@2gho.com,alec@2gho.com
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II. LAND USE&ZONING
R-3 Multifamily Residential Density Residential Medium Density
A) ZONING DESIGNATION _____. B) FUTURE LAND USE DESIGNATION __ __
�c) Existing use(s} Residential Condos _ _ _
---- -- --- - _
�) Proposed Use(s),as applicable Infill Redevelopment including 21 multifamily units on two
combined lots
---- --�--- �
III. ADJACENT PROPERTIES
Name of Buslness/ Land Use Zoning Existing tlse(s) Approved Use(s)
Subdivision Designation Designation
- --••.............. .___.._...•-••.___..__.__—. _--------•---- ---�----••----•-----•--••--._.._...--•---- ----— __ ----
NORTH Coral Cove Park Recreation R-OP Park Park
..---•-•---•---•- --------�_.,_..._._.. __ . . . ---- — —•--•._...._..---•--......._..--------------�---
souTH Coral Cove Park Recreation RH Park Park
..._.............•-- -------.._.�----� _._ .._------------------ --------------------------------------- ---------
- - --
�►sr Atlantic Ocean NA NA Atlantic Ocean Atlantic Ocean
.................... ..___._-------------_. _- ---------
----------------------•---•----.._.......-• ---- -- _ _ _ ._.
WEST IntracoastalWtwy ,NA NA Intracoastal Wtwy Intracoastal Wtwy
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, speci�c
references to those sections of the comprehensive plan relating to the prvposed development. Attach additional sheets
if necessary.
See attached justification statement included in this package
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a�►A�wnt�nd hl;/t�er des(�n ta�m and the tommunity deMat�pnnant dG+ecOor�nd h1s/iter deuelopment
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shaN wbmit�ucfr ap�licatlon f�deparq�nhl steff�nd amwlbnt reaiew witbin 3D�of recelpt of a
aoanpttted appNcetlon.
���40D.ov iee appies.
(�) �bY�����9��The CommunEty Deuaiapmenc ukector or dest�nee shep s�mit
such applket�far Pl�nrting�nd Zoning 6oard r+evieMr vWithin 45 iyrs af reoatpt of�oanpl�rd app�ntfon.
g�t■ $�.�fse(�1�rpV�91�P�� pB s 5�0.00 tee{n�r�er�do�n ro f/faape courullJ�pPil�
M) �bY�R Coana�Wkhin 45 days of rovlew by tho Plaimin�end Zantns 8oard,the Comm�mity
Qaveloi�t Dlrect�or de�nee slafl ti�en wbmk su�fi App�cation,Indudhrg tf�recomme�etlons of
the PIanN�and Zoning Boaed,tor1Alla�e Caundl re�riew.
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Ownars S�etut�tio Adc�wl��e
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VII.APPLICATION 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(7)11x17 sets and Three(3)full size sets of professionally prepared site plans showing a!!exJst/ng and
proposed structures, setbacks, parking and loading layout, ingress and egress, sldewalks and walkwoys, exterior
lighting layout, dimensions of street frontages,property lines and al!signage.
2f Fourteen (14J 11x17 sets and Two (2J full size sets of Landscaping Plans in accordance wf[h Village of
Tequesta Code of Ordinances, Division lV,Londscaping.
3) Fourteen (14) 11x17 sets of multi-dimensionol color renderings and/or photographs are to be provided. The
Planning&Zoning eoard requires an exact rendering of the proposed madification, construction or addition. Color
photographs or prints as close to the actuat colors to be used must be suppiied. Since color printers often do not
display the correct color, it is recommended that samples of the paint chips, as well as a sample of the support
materials(i.e., canvas, wood, metal, etc.J be provided.
4J One(1J CD disk wfth PDF�Ies including the completed application.
5J Any other documents,maps,photographs,or drawings thot may help clarify the positlon of the applicant.
NOTE: All renderings,models,drowinps,photos,etc.,wll/become the property of the Village of Tequesta.
Pre-application meeting
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APPLICATION SUBMITTAL DEADLINE
Deadline is 45 business days prior to P&Z Meeting date
DRC Meeting
Held within 2 weeks of application
submittal
1
DRC comments provided to Applicant
� within 1 week of DRC meeting
�
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Re-submit application Planning&Zoning Board Meeting- i
Deadline is 2 weeks following receipt of -� recommend approval �
DRC comments (3'�Thursday of each month)
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Village Council Meeting-�nal approval �
(2"d Thursday of each month) �
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VIII. SITE PLAN REVIEW 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,warranty deed,or purchase contract of the subject property.
(4) General location map, showing relation of the site for which site plan approval is sought to major
streets, schools, existing utilities, shopping areas, important physical features in and adjoining the
project,and the like.
(5} A recent aerlal 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'of the project boundary.
(3) Existing utilities within 100'of the 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, section 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 1.776 aC/77,366 Sf
_. _____�--- _._._. _ ------.�_._..._------
Total number of units(multi-�amiiy) 21 multifamily units ��
Total square feet of each primary structure Main tower=210, 428 Sf
Total square feet of accessory structures �Existing Building - 1,481 sf
Total footprint of each building in sq ft&% �� Ma�n suiiding ze,557(33%j Exist.Pavil(on 1,484SF{1.9%)
Overall mean buflding height&number of stories 101' Above top of dune-- 11 stories
Flnished floor elevation for all structures T�� Main Building+g.5'Existing Pavilion+ 14.49'
Total project density in unRs per acres,if applicable 21 units @ 12 du's(ac
Total proposed off-street parking spaces ^ �46
Height and location of proposed fences and/orwalls i g•relalnlnpwellonswlhcldeafpropeity,ex�
btlng 3'woaQ hnW CBS watl on nortl�oWa
Proposed drtve aisle width �NW� ��� 2Q� at Project Entry ^ �
Proposed stdewalk width � ��� �� �g'sidewalk on east and west sides of property.
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c. Pravide site data and setbacks:
Lot coverage � Impervious area � Open space area
_.�__..._._._�_....__....__--••---••-----
----------- -----------------------------------------------E----------------------------------
TOTALSQFT ; 25,038 sf 27,980 sf � 34,993 sf
---------------------------------------�----------------------••--•__-____ ............-•••--•__.._.._.__._-------+---------•--•-----_—_�_--____�_
PERCENT(%)OF S1TE ! 34.9% , 36% ! 45°l0
I Front � Side � Side � Rear
"��._.....-."'_'.._._'_"'_—�—_ T'._.�____.............�__.
— " _ ' ' "' " ' '' •• j� ' ' '" '
Primarystructure i 21'7" tower � 20'1" tower , 20'1" tower 132'93/8"tower
; ( ) � ( ) - I ----------------- -----
-----------______...._.___._..--�--- - - ...------------------------ --------------�.
Accesso structure � � � � �� � �� � �� --T------___.__—__.__
� I NA � 14 3 �Q Q i 64'01/4'�axlating eccessory)
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 protection.
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 traffic control signs.
(3) Preliminary storm drainage and sanitary sewage plans or staternents. 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 extraction 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 shalf include but not be limited to the following_
a. Future right-af-way dedications.
b. Intersection improvements.
c. Traffic control devices.
d. Traffic generation analysis.
e. Distribution and assignment of traffic access,
f. Additional roadway needs.
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g. Traffic safety standards, including the separation of pedestrian and�ehicular tra�c.
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
78-4Q0. 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 section 78-392 for applicability).
(2J Plans shall provide clear sight lines.
(3) Location of fight poles.
{4) Provide landscape plan data:
i Required i Provlded
___------------------------�•--------------------------------------------�---_—__.__...._._____-----��--------------------------------
Number of trees(including percent nati�e) ! 52 (50% native) � 69 (42 native)
__—_-----------------------�------------------------------------- +---�----------�--------------------
- t-----------_____�__.__...______._._i
Number of shrubs(including percent native) � 733 shrubs i 1,481 shru6s(1,360 native)
___.__.....�.___—•-•--•--•—••.__.._.._.__-••__.-------------------- -----------��__._�..----------�------------------_••-___��_
Amount of groundcover{including percent i i
native) � 1,223 groundcovers� 1,223 groundcovers
-------.___._.--------------_._.___._.______�.___._......__ �
----__.__- ----------------�---------
Total percent af native vegetation � 50o�p �87%TreealPa�ms56%shrvbslgroundcovera
ARCHiTECTURAL PLANS
(1) Architectural elevations 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 statement
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 environmentaily 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, comman 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 will not become a future liability for the village.
(b} 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 subject to site plan review by the village.
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(7) The substance of covenants, grants of easements or other restrictions proposed to be irnposed 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.78331(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 statement 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 Flarida 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 Planning 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,
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PCN Numbers for Units at 1500 Beach Road, Tequesta FL
60434030130001010
60434030130001020
60434030130001030
60434030130001040
60434030130001050
60434030130002010
60434030130002020
60434030130002030
60434030130002040
60434030130002040
60434030130002040
60434030130002040
60434030130002050
PCN Numbers for 1550 Beach Road
60-43-40-30-21-001-0000
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��� LandscapeArchitects Planners EnvironmentalConsuita+it�, i.r-o����i�-
GEN fILE GLAS HOLLOWAY O'MAHONEY� �,�;�;:,�;.. . :�:;, , .E�� �,�,,��.
M.Iroy Holloway ASU
Emily M.O�MdBOlM}'IASLA
r�� �'i �'�..`-����� t. , ,�;��
August 29, 2018 �
Nilsa Zacarias
Village of Tequesta
345 Tequesta Drive
Tequesta, FL 33469
RE: Blowing Rocks; SPR 1-18
Dear Ms. Zacarias:
Pursuant to comments received from staff on August 5, 2018 based on a submittal of July
12, 2018 please accept this letter as a written response.Afso, included with this letter are the
revised plans, which address the comments where applicable. For your convenience we
have prepared our responses in bo/d italics. Additionally, as this staff report keeps a running
list of comments made throughout the site plan review process, we have highlighted the
comments that have been satisfied, as stated by the applicable DRC reviewer.
Future Land Use Map Amendment Application Comments — All the followinq
comments were ADDRESSED.
1. Change title from "Comprehensive Plan Map Amendment"to Future Land Use(FLU) Map
Amendment. SAT/SF/ED
2. Provide current FLU map and proposed FLU map of both parcels. SATISFIED
3. Provide zoning map of both parcels. SATISFlED
4. Include on Justification Statement that both parcels have R-3 zoning designation.
SA TISFIED
Variance Application Comments —All the followin� comments were ADDRESSED.
1. Justification Statement indicates that proposed development is consistent with the
Village's Comprehensive Plan. Please note that currently one parcel requires FLU map
amendment; so, the proposed development as proposed is not consistent with FLU map
designation. SAT/SF/ED
2. Based on the site plan review comments additional variances will be required unless
proposed development complies with Village code. The applicant reviewed the site plan
and only one variance is proposed at this time,
a. Provide evidence of site hardship and data regarding other developments in the
same area that are not in compliance with Code (since the application is indicating
this). SATISF/ED
b. See review letter of Spencer Schroeder, P.E. from Mock Roos. SATISFIED
I'3t{� t:uniini�tcr lnkt�, SttitF ►U1 �lE��l1F:r`, F�cirl�f�� :�:3���i 'rEi�(•5i5-�`i:�i '.,iii��`ri!i-314i(i I.,r�� t���vt;.i�lii�..vr�n
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� Blowing Rocks Response Letter
August 29, 2018
Page 2 of 94
Site Plan Review Comments —Zoninca
1. Provide full size drawings on scale. Architectural drawings indicate scale 1"=20', this is
not accurate. PROVlDED
2. Revise all other plansldrawings affected by revisions to Site Plan. PROVIDED
1, Select address for proposed development. Currently, development has two (2)
addresses. PROVlDED
2. Provide color chips and sample material of all exterior finishes including buildings and
hardscape. Exterior finishes include monument sign: PROVIDE FINISHES- outstanding
with regard to entry monument sign. What color are the metal letters? What font are the
letters? Provide logo information: material and color. Will this entry sign be illuminated?
Provide information.
Response: The proposed monument sign will have a marble veneer with a light
wood grain texture (sample provided). The 3" and 8"raised bronze /etters (font:
book antiqua) will be pinned to the sign wall. Project/ogo, if any, is undetermined
at this time. The sign will be illuminated by an FWC approved ground flood light.
3. Relocate entry monument sign to provide 10 ft. setback. Now is encroaching the front
setback.
Response:Entry sign re/ocafed outside of 10'front setback.
4. Provide landscaping on base of entry monument sign.
Response: Ground cover provjded at base of enfrance sign.
5. Adjust entry monument sign dimensions to 30 sq. ft. Now is 36 sq. ft.
Response: Sign has been redesigned to be a maximum of 30 sq. ff. (3=3"in height
x 9'in length).
6. Add setback dimension to the ramp lacated on the north west area fordumpsters removal.
Response: Dimension added.
7. Provide sign wall drawing. LH-1 Hardscape Plan indicates sign wall at the entrance.
SAT/SFIED
8. Provide col�r elevation of building and entrance wall fence including green wall and gates.
SATISF/ED
9. Provide setback dimensions to ALL structures including accessory structures and
swimming pool.
SAT/SFIED
10.Remove shadescape umbrellas on side setbacks.
SAT/SFIED
11.Provide loading and dumpster area. Clarify trash removal from property.
SATlSFIED
N:IBlowing Rock-Condominiums Turnberry 17-05131ApplicationslSite Plan 20181Agency Correspondence\Blowing
Rocks Response Letter 8 29.18.docx
� Blowing Rocks Response Lefter
August 29, 2018
Page 3 of 94
12.With regard to proposed marina: provide DEP approval, demonstrate compliance with
Code Section 76-20; provide utility services. The applicant indicates that DEP approval is
in process. The Special Exception Use cannot be reviewed without DEP and Army Corps
approvals. Also, see review comment letter of Spencer Schroeder from Mock Roos.
Response: Comment previous/y acknow/edged.
_ .
R-3 Zoning REQUIRED BY CODE PROPOSED COMMENTS
-
District
Minimum I 10,000 sq. ft. for the first 77, 366 sf(1.776 /N COMPLIANCE
Lot Size ; multifamily dwelling unit, plus acres)
� 3,356 sq. ft. for each 21 dwelling units
� additional dwelling unit to a
� maximum of 12 dwelling units
per acre.
—-- --- - — ------ -- -
Minimum 80 ft. Provide overall site Provide overall
Lot Width 200 ft.* dimensions on site � sife dimensions
* Minimum buildable lot depth plan: width and on site p/an: width
cannot include submerged length ' and/ength.
lands, conservation easement SATlSFIED
areas, protected wetlands,
mangrove stands or similar
protected areas. Accessory
structures, not exceeding one
story/ten feet in height, may
be constructed on lots with
less than the minimum lot j
� depth. See the definition for lot
�� depth in section 78-4 for
' additional requirements.
- - -- - -- --- -
Front Yard � Main Structure: 20 ft. 20' !N COMPUANCE
� Accessory: 0 ft. for an
accessory structure not
exceeding one story/10 ft. in
height used for the parking of
vehicles only(covered
parking) and provided that the
design of the front of the
covered parking structure
includes fully landscaped
grade and/or raised planters
that provide a minimum of 10
ft. of landscaped width alang
the full frontage of the covered '
parkiny structure.
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Rear Yard � Main Structure: 20 ft. plus 2 Not provided. Provide setback
ft. for each additional 10 ft. or dimensions to
� portion thereof over SO ft. in Main and
height of the main building or Accessory
structure. structures.
Accessory:10 ft. for any
accessory one-story PROVIDED
building or structure. Plus 2 ft.
for each additional story of the
accessory building or
structure.
_ - ----
Side Yard - Main Structure: .
North 20 ft. plus 2 ft. for each r�r��,z IN COMPLIANCE
additional 90 ft. or porfion e�eas�+t�g-e�9
thereof over 50 ft. in heighf of #�
the main building or structure. A�li6a�
�eer-sr�e�-E� �a+��es#�
Accessory: 10 ft. for any se�lia+�se: �a�iaws�
accessory one-story building IN COMPL/ANCE
or structure. Plus 2 ft. for each �-er��e+#�
additional story of the .
accessory building or IN COMPLIANCE
structu re. eqsfeasb+p�-e�
se#ba�
_ —--- _ - -- - - ----
Side Yard - Main Structure: 20 ft. plus 2 Not in compliance.
South ft. for each additional 10 ft. or 6a�a�ge-a�e 1N COMPLIANCF
portion thereof over 50 ft. in eps�easl� A��
height of fhe main building or #� �es�e�
structure. �raNa+�se-/N
COIVfPLIANCE
Accessory: 10 ft. for any
accessory one-story building Two (2} staircases .
or structure. Plus 2 ft. for each � and �-e� /N COMPLIANCE
additional story of the ' "
accessory building or
structure. I One staircase is still .
_ _ on setback. _ CLAR/FIED
Lot Max 35%
Coverage pe�i�el�de-�eer� �'" ��� �'��n°*°ep
e� e:
34.9% !N COMPL/ANCE
Breakdown sq. ft.
Green roof, canopy,
__ __ buildiny footprint _
( Building 19 stories/901 ft. measured 116'6" Indicate in
� Height _ from the averac�e heic�ht of the drawing A3.01
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_ __
crest of fhe sand dune line, for Re�M height according
main buildinq or sfructure easf ' to code (STILL
of Beach Road, and measured �e+�sede: MISSING)
from grade west of Beach Penthouse was
Road 4.2 stories/20 ft. for any removed. .
accessory building or lN COMPLIANCE.
structure.
__ ---- -- - ----- -- __ -- _
Parking Sec. 78-705 j81: 45 spaces (4 Number of parking �
c. Multiple-family: Two exterior, 42 garage) spaces in
spaces per dwelling unit. compliance.
REQUIRED: 42 spaces
Provide
dimensions 1N
�
COMPLIANCE.
ADA: (1 exterior ADA Compliance is
and 2 interior) reviewed by Traffic
Engineer and
� Buildin� Official.
- - _ _ _ __ -- - ----_ 1_
--- _ ___. _--
Landscape Min 30% �la�i#y-��ev� (2) See definition
Open of Open Space
Space ���-e€�eper�
� �
Clarify how A VARIANCE
applicant provides MIGHT BE
64% NEEDED.
PROVIDED 45% !N COMPLIANCE.
_ _ _ _
Sidewalks Per Sec. 78-331 (h)(7): Provide width of Provide width of
Pedestrian walkways must be concrete walk sidewalk on east
a minimum of 5 ft wide, No Sidewalk on side.
parallel to roadways and a min West side. IN COMPLIANCE
of 4'from edge of roadway.
Provide sidewalk
on west side.
STILL MISSING.
I
PROVIDED.
I PROVIDED
,
i
�
�
I i
_ __ � --- _- -- _ -- - _ . _--- — ------ ;
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Site Pian (A0.02a) Drawinq Comments
Revise site data to include correct information:
1. Revise lot coverage calculation per following Village Code definition: Sec.78-4. -
Definitions. "Lot coverage means that portion of the area of a /of, plot, or building site,
expressed as a percentage, occupied by a!l buildings or structures which are roofed or
are ofherwise covered, exclusive of its eaves, and any portion of such building covered
by a roof which qualifies as open space or any covered terrace, balcony, breezeway or
porch or portion thereof not inc/uded in the floor area of a building sha!!be included in /ot
coverage. For example, a lot containing 90,000 square feet has principal and accessory
buildings planned or existing whose ground -floor area (footprinf) is 2,500 square feet;
fhus lot coverage is 25 percent. Unscreened patios or swimming pools shal! not be
considered in computing lot coverage. Screened-in pools or patios shall be considered in
computing lof caverage, but shall be computed as only 50 percent of their actual
coverage."— SATISFIED
2. Provide open space calculation per follow Village Code definition: Sec. 78-4 —
Definitions: "Open space means that part of a lot, inc/udrng courts or yards, which is
open and unobstructed and is available for entry and use from its lowest level to the sky,
and is available for enfry and use by the occupants of the buildings on the premises and
may include space located and treafed to enhance fhe amenity of the development by
providing landscaping and/or screening for the benefit of the occupants or neighboring
areas. Open space may include water surfaces that comprise not more than ten percent
of tota! open space; however, required parking sha/l not be computed as required open
space."—SAT/SFIED
3. Revise proposed building height data. Still missing. Penthouse Lounge is not up to code.
Penthouse was removed. PROV/DED.
Site Plan Review— Division 2 Comments
Sec. 78-331. - Required; development standards; required facilities and infrastructure.
By the terms af 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 shall
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.
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.
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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 boarc! has final appraval 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.
f) No building permits 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. Campliance with this requirement may be
accomplished through one or more or a combination of the following processes:
1) Installation of all required public facilities/infrastructure/services prior to or
concurrent with the dev�lopment impacts. SITE IS LOCATED WITHIN URBAN
SERVICE AREA OF VILLAGE 8� HAS ALL MUNICIPAL SERVCIES AVAILABLE
2) Phasing of all required public facilities/infrastructure/services:
a) By local government (capital improvements element).
b) By the developer(development agreements).
3) Phasing of the development. THE APPLICANT DID NOT RESPONSE TO THIS
ITEM. PROV/DED
g) All proposed development and or redevelopment shall be coordinated with andlor
obtain approvals and/or permits from the following agencies:
1) Palm Beach County Health Department. PROVIDE LETTER—
Applicant provided statemenf.
2) Tequesta Fire-Rescue Department (Fire Marshal). PRUVIDE LETfER —
ApAlicant provided statement.
3) Loxahatchee River Environmental Control District(ENCON). PROYIDE LETTER-
PROVIDED.
4) Department of Environmenta! Resources Management (DERM). Applicant:
PROVIDE LETTER OR STATEMENT—CLARIFY FOR MARINA APPLICATION.
Response: Please note, the applicant will submit an application for the
marina after the currenf applicafion receives site plan approval. The permits
that are required for the marina are in the process of being requesfed, and
fhe currenf application will not impact the FDEP appravals process at this
time.
5) South Florida Water Management District (SFWMD). PROVIDE LETTER —
Applican��rovided statement.
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6) Florida Department of Transportation (FDOT). PROVIDE LETTER. SEE TRAFFIC
ENGINEER REVIEW COMMENT.
7) Reserved.
8) Metropolitan Planning Organization of Palm Beach County (MPO)._. N/A
9) Palm Beach County Traffic Engineering Division. TPS LETTER WAS RECEIVED
FROM PBC.
10)Martin County Metropolitan Planning Organization. N/A
11)Martin County Traffic Engineering Department. NIA
12)Florida Power& Light Company. PROI//DE LETTER-PROV/DED.
93)Telephone service provider, as applicable. PROVIDE LETTER-PROVIDED
14)Solid waste purveyor. PROV/DE LETTER-PROV/DED.
15)Tequesta Water Department. PROVIDE LETTER-
Applicant provided statement.
16)Other municipal, county, state and/or federal agencies as may be applicable.
Evidence of final acceptance of the development or redevelopment project by
agencies listed in this subsection must be submitted to the village prior to review
by the village council pursuant to section 78-334(d).
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) Traffic (roads and rights-of-way). TRANSPORTATION CONSULTANT TRAFFIC
STATEMENT
- - - -_._ - — -----
_ _Roadway Ty_� _(LOS) Standard (LOS Peak
Collector* C D, *Except Country Club Drive and
Seabrook Road which are C
Urban minor arterials C D
- - -- —
Principal 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
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availability of capacity and demand generated by a proposed development project.
PROVlDE STATEMENT. Appllcant prov/ded statement.
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 af estimating the availability of capacity and demand generated by a
proposed development project. As a general drainage requirement, each
proposed praject and/or site must maintain 95 percent of all stormwater runoff
on-site. PROVIDE STATEMENT. APPL/CANT IS REQUESTING VARIANCE.
4) Potable wafer. The following potable water level of service s#andards are hereby
adopted and shall be used as the basis for estimating the availability of facility
capacity and demand generated by a proposed development project:
PROV/DE STATEMENT. Applicant provided statement.
a. Average day wafer consumption rate:
Residential: 175 gall�ns/capita/day
b, Maximum day water consumpfion (including irrigation)�
Residential: 180 gallons/capita/day
Nonresidential"': 3,030 gallons/acre/day
5) Recreation level of service standards table.
PROVIDE STATEMENT. —A licant rovided statement.
Area/activity (unit/populationj Classification standard
Neighborhood parks 2 acres/1,000
--- -- --_
Community park 2 acres/1,000
Beaches 1 mile/31,250
Golf courses 9 holes/30,000
Tennis 1 court/2,500
Basketball 1 court/2,500
Baseball/softball 1 field/7,200
-- - _ _ __ _
Football/soccer 1 field/4,800
- . _—_ — _
Playc�round areas 1 acre/3,600
Beach access easements 1 per '/� mile of developed or
, redeveloped beach frontage
6) Fire flow 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: As discussed with the Village of Tequesta City'S Llfe Safety
Consultant, "The proposed building will provide a �re suppression system
and a fire pump (750 GPM) to meet the IYFPA requirements for the structure.
The building's �re f/ow area will be between 112,T01 s.f, and 127,000 s.f.
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Per NFPA Tab/e 18.4.5.1.2 and NFPA 98.4.5.3.2 the building wiH need a �re
flow rate of(3,750 gpm reduced by 75%) 1,000 gpm':
7) Pedestrian wa/kways. All development and/or major redevelopment must provide
a minimum five-foot wide continuaus path of travel for pedestrians (sidewalks}.
Sidewalks shall be parallel to all roadway surfaces and be at least four feet from
the edge of the roadway pavement. All sidewalk improvement s shall be installed
and maintained by the adjacent property owner. Location, set back, width and
material shall be approved by the village. PROVIDE COMPLETE SIDEWALK ON
SITE PLAN. The proposed sidewalk is only on east side, provide sidewalk on
the west side. STILL MISSING. APPLICAIVT PROV/DED S/DEWALK ON THE
WEST SIDE TOO.
i) Reserved.
j) The development shall project for the reservation and preservation of existing and
future rights-af-way as may be determined by the village and in conformance with the
caunty and village right-of-way protection plan. PROV/DE STATEMENT. PROV/DED.
k) Site plans shall be required which incorporate innovative urban, architectural, and/or
engineering design of impervious areas (e.g., parking lots) to maximize the retention
of rainfall to these areas which will increase the recharge of groundwater while
reducing stormwater runoff. PROV/DE STATEMENT. PROVIDED.
I) All new developments shall be required to limit post-development surFace water runoff
rates and volumes to predevelopment conditions.
PROVIDE STATEMENT—APPLICANT lS APPLYlNG FOR A VARIANCE.
m) All proposed new development and major redevelopment within the coastal building
zone of the village must provide for the dedication of public access easements meeting
the adopted level of service standards. N/A
n) All proposed new development and major redevelopment, as part of the site plan
review and subdivision review process, shall submit a drainage/environmental
statement 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 of chapter 50, article
II, pertaining to environmentally sensitive lands.
PROVIDE STATEMENT— PROVlDED.
o) New development and redevelopment shall not be permitted within the coastal high-
hazard area of the village as defined in section 78-832 except in accordance with the
mandates of chapter 78 article X 11. PROVIDE STATEMENT — REVIEWED BY THE
BUILDING DEPARTMENT.
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pJ 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. PROVIDE STATEMENT. VARIANCE AND MAR/NA
SPEClAL EXCEPT/OIV USE APPLICATION WILL BE NOTIFIED TO
SURROUNDING RESIDENTS.
q) Determination of needed public facility improvements shall be made during the site
plan andlor subdivision review process and prior to the issuance of a development
order and building permit. PROVIDE STATEMENT. Applicant provided statement.
r) Stormwater management facilities including curbs, gutters, piping, culverts, ditches,
etc., shall be provided based on engineering calculations and design standards to
ensure that all drainage improvements are in conformance with.chapter 74, article IV.
SPR APPLICATlON UNDER REV/EW. APPLlCANT /S APPLY/NG FOR A
VARIANCE.
(Ord. No.42-93, § 1,2-93-2094)
BuildinA Department Review Comments
Mr. Jose Rodriguez, Village of Tequesta Buifding Official, has no comments at this time
Trafflc Enqlneerinq Review Comments — Trent Ebersole, P.E. from McMahon
Associates, Inc.
Concurrencv Statement
McMahon agrees that the proposed development is in compliance with the Palm Beach
County Traffic Performance Standards, as stated. Applicant provided a copy of Palm Beach
County Traffic Performance Standard (TFS) approval letter.
Site Plan Revtew (Traffic and ParkinA) Comments
1. A gate queuing analysis should be provided based on the methodology outlined in
Transportation and Land Development, 1988, published by the Institute of Transportation
Engineers (ITE). Gate analysis should use peak hour of generator trips per ITE.
RESOLVED
2. Provide autotum for vehicle path in the front entryway/Fire and EMS staging area.
RESOLVED
3. Indicate on the site plan which lane is for visitors. If visitors cannot gain access, how do
they turn around? It appears the gate is befinreen the visitor kiosk and the turnaround area
in the driveway. RESOLVED
4. Provide an Engineering Plan for garage level or indicate elevations and slopes inside the
garage on Architectural Plan. RESOLVED
5. Site Data indicates four(4)extra spaces, but anly three (3) spaces are labeled on the site
plan. RESOLVED
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6. Site Data indicates one (1) ADA space, which is insufficient for 46 spaces. Is the interior
ADA garage parking included? RESOLVED
7. Indicate the driveway radii on site plan. RES�LVED
New Stte Plan Review Comments
8. Improvements such as sidewalk, parallel parking, driveways, etc. within SR 707 right-of-
way will require a FDOT permit. Provide a copy of the FDOT permit, when received.
Applicant acknowledged providing the FDOT permit, once obtained.
Sewer, Drainaqe and Water Review — Spencer M. Schroeder, P.E. from Mock Roos �
Associates.
1. Our previous comment regarding the level of detail in the Conceptual Engineering Plan
and the Drainage Statement has been satisfied with this re-submittal. — SATISFIED
2. Our previous comment regarding utility connections to the proposed marina facility is
withdrawn now that the proposed marina is no longer included in this site plan application.
The requirements will stand with the Phase 2 submitta! for the marina. — SATISFIED
3. We take no exception to the findings and analyses presented in the "Existing
Developments Drainage Study." The analyses presented would also appear to be
supported by a search of the SFWMD permitting archives, which indicate that none of the
other developments in the area appear to have ever been issued an ERP for construction
of a surface water management system.
Response: Comment acknowledged.
4. Please provide documentation-through flow test or other means - that the potable water
distribution system is capable of ineeting both now and pressure (minimum pressure at
�re pumps) requirements of the fire flow demand as calculated per NFPA #1 and
referenced in Section "Site Plan Review- Division 2 78-331 (h)(6)"of your response letter.
Response: The attached Tequesta Fire Rescue Fire Hydranf Tesf Reports and
Hydrant Information Sheet with calculated F/ow in Ga!lons per Minute (GPM) at 20
PSl indicate �hat the existing system provides approximately 2248 GPM at the
projecf site at 20 PSI. This flow and pressure mee�s the listed Fire flow demand
referenced in section "Sife P/an Review—Division 2 78-331(h)(6)"of this Response
Letter.
See attached blue mark-u��s from Mr. Tom Jensen, P. E, from Kimtey Horn, on behalf of
the Water Deparfinent. The subiecf depar�ment is requestinq relocation of 10"water pi��es
as shown on the mark ups.
Response: The requested replacement and re%cation of the existing 8"Asbestos
Cement water main with a 10"PVC water main for fhe limits of the projecf's frontage
has been reflected on the Concepfual Engineering P/ans. What was shown on Mr,
Tom Jensen, P.E. from Kimley Horn's mark-ups was coordinated further to /eave
the proposed �re hydranf (part of the Phase 2 Marina lmprovements, under a
separate applicafion) on the West side of South Beach Road wifhin a proposed
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Utilify Easemenf as previously shown. AI! of Mr. Jensen's red nofes were a/so
discussed, verif}ring that they were mafters that couid be resolved furfher in the
design process.
Law Enforcement Review Comments - APPLICANT NEEDS TO PROVIDE FURTHER
CLARIFICATION REGARDING THE BELOW PREVIOUS COMMENTS. NO ADDITIONAL
COMMENTS. APPLICANT PROVIDED INFORMATION.
1. Provide entrance method to site (Knox key, electronic gate code, etc.) for law
enforcement. — SATlSF/ED
2. Provide lighting plan for garage.- SAT/SFIED
3. Clarify access system to exterior doors and service elevator (physical keys, electronic,
etc.) —SATISFIED
Fire Safetv Review Comments. NO ADDITIONAL COMMENTS. APPLICANT PROVIDED
INFORMATION.
1. Provide height of canopy in front entry.-PROVIDE Height from driveway to canopy-
SATISFIED
2. Provide radio of circular driveway for ambulances and other pubiic safety vehicles.
SA TISFIED
3. Provide dry pipe fire protection for dock/marine area.
SATJSF/ED
4. Provide 4500 service elevator. SERVICE ELEVATOR NEEDS TO COMPLY WITH THIS
REQUIREMENT.
SATlSF1ED
5. Provide fire hydrants.
SA71SFlED
6. Provide entrance code for entry to the site. CLARIFICATION PROVIDED.
SAT1SFlE'D
7. Clarify if power is off how does the gate open
SA TISFIED
Landscape Review Comments —Stephen Park, RLA
Perimeter Landscapinq
1. South Property Line: The two (2) parallel parking spaces encroach in the 5' wide
landscape buffer. Shift spaces out of buffer. Tree and shrub requirements have been met.
Response: Parking spaces have been modi�ed and are now located outside of the
5'wide landscape buffer
2. West Property Line: There is still an overlap of the lift station in the 10' wide landscape
buffer. Per discussion with DS Boca, during the permitting process every effort shall be
made to shift the lift station out of the buffer. Currently, a 4' height DwarF Pitch Apple
hedge (2'taller than required) has been proposed to buffer the station. This is acceptable
at this point. Tree and shrub requirements have been met. — SAT/SFIED.
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3. North Praperty Line: East Property Line: All requirements have been met. SAT/SFIED
4. East Property Line: 5'wide landscape buffer has been met(except at existing structure).
Tree requirement has not been met, shrub requirement has been met. Per discussion
with OS Boca, trees have not been provided in the landscape buffer due to view
considerations. Instead palms have been provided west of the buffer, still situated on the
east side of the building. Additional Sabal Palm groupings have been added on the north
and south sides of the building. This provides an acceptable solution. SAT/SF/ED
General Landscape Comments
1. The three (3) Sabal Palm groupings on the north and s�outh sides of the building are a
welcome addition to the plans. Recommend adding three (3) more groupings of three (3)
palms to fill in gaps. These should be a different variety (e.g. Coconut Palms or Thatch
Palms)to add to the diversity of species.
Response: Three groupings of(3) Thatch Palms have been added along the north
property line.
2. The portion of property on the west side of Beach Raad has been noted to be developed
at a later date, therefore is not a part of this review.
Response: Acknowledged
Fire Rescue — Chief Weinand
Third submittal meets Fire Department requirements.
Should you have any questions regarding the resubmittal please do not hesitate to contact
me at 561-575-9557 or email me at :�: >:�c�!��: ,.
RespectFully,
Gentile Glas Holloway O'Mahoney& Associates, Inc.
r
�"
George G. Gentile, PLA, FASLA, LEEDC�AP, BD&C
Senior Partner
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/11
��� land��dpe ar�h�iecc� Planner• Lmitonr►t�ni«1(un>uli�nt, _.. . .
GENTILE GLAS HOLL�WAY O'MAHONEY�a,��r�,i��. George G.Gentile IA11A
M.Iroy Holloway l3tA
Emily M.O'Mahoney}AiL�
Dodi Bucicmaster Glas AICP
September 17,2018
Village of Tequesta
Attn:Ms.Nilsa Zacarias—Community Development Director
345 Tequesta Drive
Tequesta FL,33469
Re:Blowing Rocks Condominiums(SPR 1-18)
Dear Nilsa:
Pursuant to comments received on September 10, 2018, based on a submittal of August 29, 2018, please accept the
following application package needed to allow the development of a 21 unit multifamily condominium building. Note as
the outstanding comments are minor in nature, we have provided a responses to the stafPs issues raised below.
Additionally,we have provided ONE SET needed for review.
1) Provide statement indicating the applicant will pay for the new water main along beach Road.
Response: The applicant acknowledges this will be a condition of approval placed on the project,however,
the applleant is still engaging in conversations with the water department to determine if any credits are
associated with the upsizing of the water main along Beach Road.
2) Revise Open Space Calculations on page Z1.01
Response: Sheet Z1.01 has been revised to contain the correct open space number.
3) Revise entire justification statement document after Variance Council Hearing.
Response: The Site Plan Review Justitication Statement has been revised to indicate the approval of the
stormwater management facility variance,as approved by Village Council on September 17,2018.
4) Revise Description of work on the site plan review application.
Response: Acknowledged. The description of work on the site plan review application form has been
revised to only include site plan approval for 21 condominium units.
5) Remove unity of title from all documents and replace with replat.
Response: The documents have been revised accordingly.
6) Providing landscaping at the base of the entry sign.
Response: The previously submitted Iandscape plan provides for landscape at the base of the entry sign.
This area has been highlighted on the landscape plan. Please note,the Village landscape consultant has
approved the landscape plans as previously submitted.
With the exception of the comments addressed above, all other comments with regards to the site plan application have
been addressed and approved by the other consultants. Should you have any questions or need any additional inforuiation,
do not hesitate to contact us at 561-575-9557 or
Respectfully,
Gentile Glas Hoflo���ur O'Mahoney&Associates,Inc.
�5���i ge�;.Gentile,PLA,FASLA,LEED�AP,BD&C
Senior Partner
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BLOWING ROCK3 GONDOMINIUM3
'I�00 BEACH ROAD
TEQUE3TA, F�LORIDA
SITE PLAN REVIEW
JUSTIFICATION STATEMENT
MARCH 16, 2018
REVISED SEPTEMBER 19, 20'18
Introduction/Request:
On behalf of the Owner, Turnberr•y Beach Road, LLC, Gentile Glas Holloway O'Mahoney &
Associates, Inc. respectfully requests review and approval concerning the pr•operties located at 1500
and 1550 Beach Road, in the Village of Tequesta. The subject proposal will br•ing a unique one of
kind design (inspired by internationally known design architect Carlos Zapata) into the Village
of Tequesta, which will be maiveled for yeais to come. The Owner's overall development program
consists of the following:
1. Replat to combine both parcels;
2. Small scale coinprehensive plan map amendment fi•om Residential Low Density to Residential
Medium Density for the Noi�th Parcel; 1550 Beach Road (approved by Village Council on
Septe��aber 13, 2018);
3. Site plan for an infill r•edevelopment consisting of 21 multi-family, condominium units, and
amenities area located on�1.78 acres. (Note, the amenity area will use inost of the existing
amenities on the existing 1500 Beach Road parcel).
4. Variance Request regarding stot7nwater management facility systems (approved by Village
Couizcil on Septenzber•13, 2018).
Note, this Nart°ative ONLY add�-esses Site Plan Review portion of the applicant's proposal.
About The Owner:
Turnberry has a world renowned reputation in transforming ordinaiy into extraordinaiy. For more
than 50 years, the owners have continually imagined and r•ealized what many can only dream. From
buildings, to cities, to world-class entertainment and hospitality experiences, Turnberry has always
had the unrelenting vision to go above and beyond. The owners az•e committed to cultivate cultur•e and
build communities; while being di•iven by their beliefs which ai•e quality, integrity, and family. It is
with this mindset that they intend to deliver an exceptional pr•oduct to the Village of Tequesta.
They have partnered with Perko Development Partners, Phillip Perko, a Jupiter•resident who has inore
than 20 years of exper•ience deliver•ing quality residential projects. His knowledge of the local
communities in the northern end of Palm Beach County and his twenty years of experience with the
Tui�nbei7y bi•and makes for•an exceptional development team to bring the proposed project to reality.
Conceptual Presentation:
On Febt•uaiy 8, 20]8, at the rec�uest of Village staff, Gentile Glas Holloway O'Mahoney&Associates,
Inc. presented the applicant's proposal foc•Blowing Rocks Condominiums to the Village Council. The
feedback received was positive. As such, the project team has finalized the drawings and documents
1�S�d,� C. t�til111t'ii.�i' IJilt�� ��Ul1i' �l�l �ll�)It(`I� I�nir[�,s .,,i-?��i> -�lil-.�i.r-�;.�:vi .'�(il-.>,'�� �. i,ilir.�: 11'11'11'.t�tiilt�.i�t�ili
Blowing Rocks Condominiums
Tequesta,Florida
Site Plan Review
March 16,2018
rev Septeinber 24,2018
to technical standards and with this submittal, starts the process of bringing the Village of Tequesta a
highly desired, thoughtfully designed, infill redevelopment project.
Compatibility with Surrounding Properties:
The subject properties are uniquely situated on Beach Road, bordered on the east and west by the
Atlantic Ocean, and Intracoastal Waterway respectively, and by Coral Cove Park to the north and
south. With this location, it allows the owner and design team a mechanism to t�uly design around
nature. Below is a chart showing the surc•ounding Land Use and Zoning. As previously mentioned,the
land use map amendment to i•esidential medium density will increase the compatibility between the
two properties.
Pro er Future Land Use Zonin
Subject Properties Residential Low R-3 Multifamily Residential
Existing Residential Densities/Medium Density
Residential
North Recreation R-OP- Public Owneiship
Coral Cove Park
South Recreation RH Multifamily Residential
Coral Cove Pariz High Densit
East N/A N/A
Aticzntic Ocean
West N/A N/A
Intracoastal Watefrway
Project Justification:
Over the last few years, the owner has diligently researched the housing market in the Village of
Tequesta, and has determined that the cuirent market trends are excellent to offer a well-designed
"infill"r•edevelopment pr•oject that provides a �nodest impact to growth and seivices in the ai•ea. The
proposed infill development will not have significant traffic impacts on the sui7•ounding t•oadway
network, and will bring an increase to the taxes and values of both parcels. Further, the project will
have no impact to the existing sur7•ounding land uses. As Tequesta continues to distinguish itself as a
pi•emier 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's foi•approval.
SITE PLAN REVIEW:
Section 78-331 states that all permitted uses, development and redevelopment activities are i•equii•ed
to go tlu•ough the Site Plan Review process. The submitted application package contains all necessar•y
docutnents as stipulated in the development application and zoning code. The pi•oject scope is
consistent with Section 78-175(a) of the Village's zoning code as it provides lands within the Village
of Tequesta for a higher density range of multi-family residential uses.
Project Overview:
The vision behind the proposal is to infuse the surrounding elements of nature to ci•eate a tropical
modern nautical-themed st�ucture that grows fi•om the ground up that will take advantage of the
unmatched views of air and light. The proposed project consists of 21 units with enclosed private
N:AI31o�ving Rocl;-Condominiums 1'i�mbcin•17-0513\�Applicacions\Siec Ylan 2018\Submittals\Stl�S��bmittal\Sitc Plan Rc��ic���Justification 9.1).78.Docs
Blowing Rocks Condominiums
Tequesta,Florida
Site Plan Review
March 16,2018
rev September 24,2018
garage space.Each units will feature floor to ceiling glass and are surrounded by expansive balconies,
and has been designed to pay respect to the neighboring units.
The owner and design team have continuously worked together through the conceptual phase,and will
now demonstrate how each of the following site elements are incorporated into this dynamic infill
proj ect.
Drainage:
Beach Road does not have a formal stormwater conveyance or stormwater management system.
Stormwater runoff from Beach Road sheet flows off the roadway onto the adjacent properties. There
is a culvert system along the east side of Beach Road along the project frontage and this system allows
surface water runoff north of the project site along Beach Road and stormwater runoff from this site
to discharge south into the undeveloped state-owned land south of the project site.
There are no existing water quality treatment facilities located on-site.
The proposed stormwater management system will be constructed to meet the standards of the South
Florida Water Management District. Stortnwater runoff will be reduced from the pre-development
conditions. Water quality treatment facilities will be designed to treat stormwater runoff prior to
discharge. Legal positive outfall will occur west into Beach Road and ultimately to the undeveloped
property to the south via bubble up structures or a hard pipe connection to the drainage system on
Beach Road.
Please see submitted Drainage Statement for additional information. Additionally, as previously
mentioned,the applicant has applied for and received a variance for stormwater management facilities
systems,which was approved on September 13, 2018 by the Village Council.
Traffic:
As this is a residential infill redevelopment project, the proposed project will generate fewer than 20
peak hour trips, and as such a traffic, study is not required. It is anticipated that the proposed project
will have an insignificant impact on the surrounding roadways, and will be in compliance with Palm
Beach County Traffic Performance Standards. Please refer to the Traffic Report prepared by PTC
Transportation Consultants, Inc. for additional information.
Traffic Report prepared by PTC Transportation Consultants, Inc.
Landscaping:
Since 1985, Raymond Jungles, Inc. (RJn,under the leadership of Raymond Jungles,has developed a
dynamic practice inspired by the ethic of stewardship of the land. The firm's work is innovative yet
timeless, proposing design solutions that respond to surrounding natural systems while restoring
nature's balance and harmony on a micro-scale. RJI's completed gardens personify timelessness and
beauty, with verdant spaces that entice participation and soothe the psyche.
The landscape design intent is to provide a lush tropical oceanfront setting for the intended residents
to enjoy the various amenities provided for them. The intent is to provide the living and play
experience in a more residential scale than typically found in a condominium project.
N:\Blowing Rock-Condominiums Turnberry 17-0513\Applications\Site Plan 2018\Submittals\Sth Submittal\Site Plan Review Justification 9.19.18.Docx
Blowing Rocks Condominiums
Tequesta,Florida
Site Plan Review
March 16,2018
rev September 24,2018
The owner's plan on accomplishing this is by providing a picketed sculptural entrance gate opening
onto a palm lined motor court with a water feature as the focal point. The motor court driveway will
feature large coral rubble flagstone pavers. All access walkways will have a coral stone finish. The
motor court area will feature a water wall and wire trellises that will screen the garage wall.
The ocean frontage will feature a renovated pool cabana building with a pool terrace on the south side
and a fire pit/social terrace and private beach on the north side. The pool terrace will feature a zero
edge swimming lap pool with an `infinity' edge on the east side to capture the reflected ocean views
beyond. The swimming pool will be framed by chaise day beds. The fire pit and social terraces will
feature a sculptural bench and social seating in close proximity to the pool terrace's water feature. The
private beach will allow residents to enjoy the oceans views from the seating areas provided. These
areas will be surrounded by coconut palm groupings. The garden shrub and groundcover beds will be
wind and salt tolerant and will blend in with the restored dune vegetation.
The above landscape will be provided within the confines of the Village of Tequesta's landscape
provisions.
Architectural Design and Influence:
The Owner is proposing to redevelop Blowing Rocks condominiums as a multi-family residential
structure consisting of 21 residential units, for a total of 151,552 square feet of A/C saleable area
(inclusive of the units, terraces penthouse roof and private cabana building). Twenty-one enclosed
private garage spaces will be provided for the main tower which is proposed to have an overall gross
axea of 210,028 square feet. A generous 10,500 square feet of outdoor amenity space will be provided
for the end user to aid in creating a sense of place. The main building draws its inspiration from its
spectacular site located at 1500-1550 Beach Road in the Village of Tequesta in Palm Beach County.
As mentioned elsewhere in this narrative,the site,a two parcel assembly(lots# 1500 Beach Road and
lot# 1550 Beach Road), is surrounded by the Atlantic Ocean to the east,the Intracoastal Waterway to
the west,Coral Cove Park to the north and Coral Cove Park to the south. It is a site surrounded entirely
by nature with no other structures in the immediate surroundings. The main structure is positioned to
follow the geometry of the site, stretching from east to west,with 13 units facing north, east and west,
7 units facing south, east and west, and a spectacular full floor penthouse of over 9, 500 square feet.
The building leans gently to the east, responding to the receding movement of the ocean waves,
providing an elegant nautical presence. Both the base and the building are tapered at the south west
side of the site to allow for the lush landscaped car courtyard that gives access to the private parking
areas, and to the ground floor lobby from which the residents start their upwards journey to their
residences. The landscaped courtyard is populated by native plants that transition visually into Coral
Park south, creating a continuous green canopy that ties the modern nautical glass structure with the
lush green site.
The residences are enclosed with floor to ceiling glass and surrounded by expanding balconies that
shift gently from west to east as they ascend, creating a water ripple effect. The balconies slice the
building horizontally,articulating the diagonal nautical movement of the main structure and grounding
it to its site.
N:\Blowing Rock-Condomuuums Turnberry 17-0513\Applicaaons\Site Plan 2078\Submittals\Sth Submitta]\Site Plan Review Justification 9.19.18.Docx
Blowing Rocks Condominiums
Tequesta,Florida
Site Plan Review
March 16,2018
rev September 24,2018
The result is a dynamic structure that incorporates itself into the existing landscape of nature.
Site Plan Considerations
The owner would like to stress that the proposed redevelopment 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
propose developments provides for the following:
1. Consistency with the goals, objectives, and policies of the Village of Tequesta's Comprehensive
Plan;
2. Consistency with applicable countywide land development regulations. The applicant will be
submitting a School Concurrency Application,in addition to a traffic study to the appropriate Palm
Beach County agencies for their review. Additionally, through the review process the applicant
will seek permits from the other jurisdictional agencies.
3. Designed to comply with all of the applicable provisions set forth in the Village of Tequesta zoning
code. Where the project doesn't comply, a variance has been requested(and approved) for relief;
4. Compatible with the existing character of the area. As the site is surrounded by nature on all sides,
the proposed property will not be a deterrent to the surrounding areas;
5. Insignificant impact on traffic, as shown on the submitted traffic statement prepared by PTC
consultants;
6. Use of the existing facilities/infrastructure on site, holding to the true essence of infill
redevelopment. Prior to this submittal, we have requested confirmation of availability of service
letters from the applicable utility and service provider agencies in the area;
7. Will not reduce light and air to the adjacent properties;
8. Expected increase in property values in the adjacent areas, and stimulation of the Village of
Tequesta's tax base;
9. Will not create any noise or visual pollution to the adjacent areas;
10. Will work in synergy with the surrounding parks and water, and will not have a negative impact
on the adjacent natural systems or public facilities;
11. A development which will include approximately 4,500 square feet of indoor amenities and 10,500
square feet of outdoor amenities.
12. 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, who is responsible for building several high end products domestically, and
internationally, are proposing; 1) a replat to combine two parcels; 2) small scale comprehensive plan
map amendment from Residential Low Density to Residential Medium Density(approved September
13, 2018); 3) Site plan for an infill redevelopment consisting of 21 multi-family, condominium units,
and amenities located on �1.78 acres. 4) Variance Request regarding Stormwater Management
Facilities (approved September 13, 2018 by Village Council); Note, the other portions of the
applicant's proposal have been submitted under separate cover.
The owners have been extremely diligent in working with Village staff, and the design team; even
being considerate enough to use local consultant's familiar with the area to ensure that the final product
is sensitive and respectful to the existing community. This narrative has demonstrated that the proposal
N:\Blowing Rock-Condominiums Turnberry 17-0513\Applications\Site Plan 2018\Submittals\Sth Submittal\Site Plan Review Justification 9.19.18.Docx
Blowing Rocks Condominiums
Tequesta,Florida
Site Plan Review
March 16,2018
rev September 24,2018
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 R-3 zoning district, and other portions of the code, and where it isn't,justification for relief has
been requested.
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 George G. Gentile,
PLA, Patricia Lentini, and Alec Dickerson.
N:\Blowing Rock-Condominiums T�nberry 17-0513\Applicaaons\Site Plan 2018\Submittals\5th Submittal\Site Plan Review Justification 9.19.18.Docx
�1�
��� Landscapc Architccts Plamiers Environmental Consuliants
GENTILE GLAS HOLLOWAY O'MAHONEY&As���a�ps,�nc. `'�+"i�:����+.'.��;�°a:��:�"�
In,�i�\t.f>'\I.�h�,n�� \`�.1
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BLOWING ROCKS GONDOMINIUM3
'I�OO BEACH ROAD
TEQUESTA, FL,ORIDA
REPLAT
JUSTIFICATION STATEMENT
MARCH i 6, 2018
REV[SED SEPTEMBER 'I 9, 2018
Introduction/Request:
On behalf of the Owner, Turnberiy Beach Road, LLC, Gentile Glas Holloway O'Mahoney &
Associates, Inc. respectfully requests review and approval concerning the properties located at 1500
and 1550 Beach Road, in the Village of Tequesta. The subject proposal will bring a unique one of
kind design�inspired by internationally known desi�n architect Carlos Zapata) into the Village
of Tequesta, which will be ma�veled for yeais to come. The Owner's ovec•all development program
consists of the following:
1. Replat to combine both parcels;
2. Small scale comprehensive plan inap ainendment fi•om Residential Low Density to Residential
Mediuin Density for the North Parcel; 1550 Beach Road (approved Septe�nber l3, 2018);
3. Site plan for an infill i•edevelopment consisting of 21 multi-family, condominium units, and
ainenities area located on �1.78 acres. (Note, the amenity area will use most of the existing
amenities on the existing 1500 Beach Road parcel).
4. Variance Request with regards to stoi�rn water management facilities (app�•oved by Village
Cou�zcil on Septe�nber 13, 2018);
Note, this Narrative ONLY add�esses the replat portio� of the applicarat's proposal.
About The O�vner:
Tuinber-�y has a world i•enowned reputation in transforming ordinaiy into extraordinary. For• inor•e
than 50 years, the owners have continually imagined and realized what many can only dream. From
buildings, to cities, to world-class entertainment and hospitality experiences, Turnbei-�y has always
had the unrelenting vision to go above and beyond. The owners are committed to cultivate culture and
build communities; while being driven by their beliefs which are quality, integrity, and family. It is
with this mindset that they intend to deliver an exceptional product to the Village of Tequesta.
They have pai�tnered with Per•ko Development Partner•s, Phillip Perko, a Jupiter resident who has more
than 20 years of exper•ience delivering quality residential projects. His knowledge of the local
coinmunities in the northei�n end of Palm Beach County and his twenty years of experience with the
Turnbei7•y brand makes foi•an exceptional development team to bring the proposed project to reality.
Conceptual Presentation:
On Februaiy 8, 2018, at the request of Village staff, Gentile Glas Holloway O'Mahoney&Associates,
Ine.presented the applicant's proposal for Blowing Rocks Condominiums to the Village Council. The
feedback received was positive. As such, the project team has finalized the drawings and documents
I')11; ( mm�u��<<• I.iti� , Suitc I111 Ju��itcr, Iluiid.� i.t-1';tt '�hl-;;'i-'/:ii% i(�1-57i-;1(�11 I�i� ��t��t.'l};I���.c��m
Blowing Rocks Condominiums
Tequesta, Florida
Replat
March 16,2018
rev: September 17, 2018
to technical standal•ds and with this submittal, star�ts the process of bringing the Village of Tequesta a
highly desired, thoughtfully designed, infill redevelopment project.
REPLAT:
The owner intends to use the two subject parcels, both now owned by the Applicant, to yield the
proposed developinent program. Cur-�•ently, the land use on the south parcel has a designation of
Residential Medium Density and is zoned R-3 Multifamily Residential, and the north parcel has a
current land use designation of Residential Low Density and a zoning designation of R-3 Multifamily
Residential. Cur-��ently, the northern property has an inconsistent land use with the designated zoning
dist�•ict. As the two pi•operties have the saine zoning district,the applicant recently r•eceived approval
to change the land use designation to Residential Medium Density to ensure consistency across both
parcels. Additionally, to create a seamless project, the applicant will request a replat to combine both
parcels to make one unified project.
The Village of Tequesta has been provided a draft replat document, and once approved, it will be
recorded into the Official Records of Palm Beach County.
Compatibility with Surrounding Properties:
The subject properties are uniquely situated on Beach Road, border•ed on the east and west by the
Atlantic Ocean, and Intracoastal Waterway t•espectively, and by Coral Cove Park to the north and
south. With this location, it allows the owner and design team a mechanism to tiuly design around
nature. Below is a chart showing the surrounding Land Use and Zoning. As previously mentioned, the
land use map amendment to residential medium density will inci•ease the coinpatibility between the
two properties.
Pro er Future Land Use Zonin
Subject Properties Residential Low R-3 Multifamily Residenrial
Existing Residential Densities/Medium Density
Residential
North Recreation R-OP- Public Ownership
Coral Cove Park
South Recreation RH Multifamily Residential
Corc�l Cove Park High Density
East N/A N/A
Atic�ntic Ocean
West N/A N/A
Intracoastal Waterway
Project Justification:
Over the last few years, the ownei• has diligently researched the housing market in the Village of
Tequesta, and has determined that the cur-�•ent market trends are excellent to offer a well-designed
"infill"redevelopment pr•oject that provides a modest impact to growth and seivices in the area. The
proposed infill development will not have significant ti•affic impacts on the sur7•ounding roadway
network, and will bring an inerease to the taxes and values of both parcels. Further, the project will
have no impact to the existing sui7•ounding land uses. As Tequesta continues to distinguish itself as a
N:ABlo�ving Kock-Condominiums 'I'urnbccr}�17-0513\Applications\Rcplat\Rcplat'f usufication 9.17.18.11oc1
Blowing Rocks Condominiums
Tequesta,Florida
Replat
March 16,2018
rev: September 17,2018
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's for approval.
Conclusion:
To recap, the applicant, who is responsible for building several high end products domestically, and
internationally, are proposing; 1) a replat to combine two parcels; 2) small scale comprehensive plan
map amendment from Residential Low Density to Residential Medium Density (approved on
September 13, 2018 by Village Council); 3) Site plan for an infill redevelopment consisting of 21
multi-family, condominium units, and amenities located on t1.78 acres. 4) Variance Request with
regards to storm water management facilities (approved on September l3,2018 by Village Council);
The owners have been extremely diligent in working with Village staff, and the design team; even
being considerate enough to use local consultant's familiax with the area 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 all
elements of the R-3 zoning district, and is only requesting a variance to help mitigate challenges with
stormwater management.
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 George G. Gentile,
PLA, Patricia Lentini, and Alec Dickerson.
N:\Blowing Rock-Condominiums Turnberry 17-0513\Applications\Replat\Replat Justification 9.17.18.Docx
J
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Marcl� 28,2018
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�Lo�I�g. Ms.Nilsa 7.acarias
Village Planner
Village of Tequesta
345 Tequesta Drive
Department of EngineerIng Tequesta, FL 33469
and Pubtic Worlcs
P.o.�oX z�zz�� RE: Blowing Rocics Concios
West Palm Beach,FL 33416-1229 Project#: 180308
(56])684-4000 Traffic Performance Standards Review
FAX:(5G1)689-4050
Dear Ms. 7.acarias:
www.pbcgov.com
The Palm Beacl� County Traffic Division has reviewed the Blowing Rocks Condos
Co�icurrency Statement, dated March 13, 2418, pursuant to the Trafflc Performance
U Standards in Aiticle 12 of the Palm Beach County Unified Land Dcvelopment Code
(ULDC). The project is summarized as follows:
Palm Beach Coiuity Municipality: Village ofTequesta
Board of County
Commissioners Loeation: F,ast of Beach Road
PCN#: 06-43-40-30-21-001-0000; 60-43-40-30-21-000-0010; 60-
n�e�issa n-icxinlay,mayor 43-40-30-13-000-]010; -1020; -1030;-1040;-1050;-2010;
Mack Bernard,Vice Ylayor -ZOZO;-2�3�; -2���;-2�$�
Access: Full access on Beach Road(project}�roposed,not necessarily
Hal R.Valeche implies approval by County through this TPS letter,see later)
Paulette Bw�dick Existing Uses: Single Family Residential= 1 DU
Residential Coudos= 10 DUs
�ave�<erner Proposed Uses: Residential Condos=21 DUs
Steven L.Abrams New Daily Trips: 63
New Pealc Hou�•Trips: 6(2/4)AM; 6(4/2) PM
�9ary l.ou Berger Build-out: December 31,2020
Bzsed on our review,the Traffic Division has determined the proposed development does
not have significant peak hour traffic impact(as defined in PBC TPS)on the roadway
County Administrator network and,therefore,meets the Traffic Performance Standards of Pahn Beach County.
veraen�a c.saker Please note the receipt of a Traffic Performance Staudards(TPS)approval letter does not
constitute the review and issuance of a Palm Beach County Right-of-Way (R/W)
Construction Pennit nor does it eliminate any requirements that may be deemed as site
rclatcd. For work within Palm Bcach Cotuity R/W, a detailed review ofthe projeet will
Ue 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.
A discussion with Palm Beach Cotu�ty, involving at a minimtun Traffic Division, Land
Development Division,and Roadway Production Divisioi�,is advisable for access related
issues of tl�e site plan on County maintained roadways before a site plan is submitted to
the municipality for consideration.
.nn F.qiud Oppoiviuiit�,
Af(irmnlire Acfion Emplo)�er..
prinfed on sustainable
and recycled paper
Ms. Nilsa Zacarias
�tiAcN�o March 28, 2018
'� �� Page 2
�\`�� ,i
�� �� ��
0 0
No building permits are to be issued by the Village after the build-out date specified
�Ln�X�)� above. The County tcaffic concurrency approval is subject to the Project Aggregation
Rules set forth in the Traffic Performance Standards Ordinance.
The au�i�oval letter shall be valid no longer than one year from date of issuance,unless an
ap�lication for a Site Specific Development Order has been approved an application for a
Site Specific Develoument Order has been submitted or llie approval letter has bee�i
supecseded by another a�proval letter for the same propet�tv.
If you have any questious regarding this determination, please contact me at
561-684-4030 or email OB�ri(c�pbc�ov.org.
Sincecely,
��/��"""G��fc���
Qua�i Bari, P.E.
Senior Professional Engineer
Traffic Division
QB/DS:bc
ec: Addressee:
Linda Riccardi,P.E.,Pinder Trouttnan Consulting. Inc.
Dominiquc Simeus,E.L,Vroject Coordinitor II,Traffic Division
Steve I3ohovsky,Technical Assistant III,TrafYic Division
Pile: General-TPS-Mun-Traffic Sludy Review
N:\TRAFFICIDS\MUNICIPALITIES�APPROVALS\2018\180308-BLON'ING 20CKS CONDOS.DOC
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Page 1 of 4 Issue Date: February 15,2018 Effective Date:July 2,2018 Case No.: 18-04-1101P LOMR-APP
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LETTER OF MAP REVISION
DETERMINATION DOCUMENT
COMMUNITY AND REVISION INFORMATION PROJECT DESCRIPTION BASIS OF REQUEST
Village of Tequesta NO PROJECT COASTAL ANALYSIS
Palm Beach County UPDATED TOPOGRAPHIC DATA
Florida
COMMUNITY
COMMUNITY NO.: 120228
IDENTIFIER Blowing Rock Condo LOMR APPROXIMATE LATITUDE AND LONGITUDE: 26.958, -80.077
SOURCE: Precision Mapping Streets DATUM: NAD 83
ANNOTATED MAPPING ENCLOSURE ANNOTATED STUDY ENCLOSURES
TYPE: FIRM' NO.: 12099C0179F DATE: October 5,2017 NO REVISION TO THE FLOOD INSURANCE STUDY REPORT
Enclosures reflect changes to flooding sources affected by this revision.
'FIRM-Flood Insurance Rate Map
FLOODING SOURCE AND REVISED REACH
Atlantic Ocean-an area centered approximately 2,270 feet north of the intersection of U.S.Highway 1 and Waterway Road
SUMMARY OF REVISIONS
Flooding Source Effective Flooding Revised Flooding Increases Decreases
Atlantic Ocean Zone VE Zone AE NONE YES
BFEs' BFEs YES YES
Zone X(unshaded) Zone AE YES NONE
No BFEs BFEs YES YES
*BFEs-Base Flood Elevations
DETERMINATION
This document provides the determination from the Department of Homeland Security's Federal Emergency Management Agency(FEMA)
regarding a request for a Letter of Map Revision(LOMR)for the area described above. Using the information submitted,we have determined that
a revision to the flood hazards depicted in the National Flood Insurance Program(NFIP)map is warranted. This document revises the effective
NFIP map,as indicated in the attached documentation. Please use the enclosed annotated map panels revised by this LOMR for floodplain
management purposes and for all flood insurance policies and renewals in your community.
This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have
any questions about this document,please contact the FEMA Map Information eXchange toll free at 1-877-336-2627(1-877-FEMA MAP)or by letter addressed to the
LOMC Clearinghouse,3601 Eisenhower Avenue Suite 500,Alexandria,VA 22304-6426. Additional Information about the NFIP is available on our website at
http://www.fema.gov/national-flood-insurance-program.
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Patrick'Rick'F.Sacbibit,P.E.,Branch Chief
Engineering Services Branch
Federal Insurance and Mitigation Administration 18-04-1101P 102-I-A-C
Page 2 of 4 Issue Date: February 15,2018 Effective Date:July 2,2018 Case No.: 18-04-1101 P LOMR-APP
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LETTER OF MAP REVISION
DETERMINATION DOCUMENT (CONTINUED)
COMMUNITY INFORMATION
APPLICABLE NFIP REGULATIONS/COMMUNITY OBLIGATION
We have made this determination pursuant to Section 206 of the Flood Disastei•Protection Act of 1973 (P.L.93-234)and in accordance
with the National Flood Insurance Act of 1968,as amended(Title XIII of the Housing and Urban Development Act of 1968,P.L.90-448),
42 U.S.C.4001-4128,and 44 CFR Part 65. Pursuant to Section 1361 of the National Flood Insurance Act of 1968,as amended,
communities participating in the NFIP are required to adopt and enforce floodplain management regulations that meet or exceed NFIP
criteria. These criteria,including adoption of the FIS report and FIRM,and the modifications made by this LOMR,are the minimum
requirements for continued NFIP participation and do not supersede more stringent State/Commonwealth or local requirements to which
the regulations apply.
COMMUNITY REMINDERS
We based this determination on the 1-percent-aimual-chance stillwater elevations computed in the FIS for your coimnunity. A
comprehensive restudy of your community's flood hazards could establish greater flood hazards in this area.
Your community must regulate all proposed floodplain development and ensure that permits required by Federal and/or
State/Commonwealth law have been obtained. State/Commonwealth or community officials,based on knowledge of local conditions
and in the interest of safety,may set higher standards foi•constiuction or may limit developinent in floodplain areas. If your
State/Commonwealth or community has adopted more restrictive or comprehensive floodplain management criteria,those critei•ia take
precedence over the minimum NFIP requirements.
We will not print and distribute this LOMR to primary users,such as local insurance agents or mortgage lenders;instead,the community
will serve as a repository for the new data. We encourage you to disseminate the information in this LOMR by preparing a news release
for publication in your community's newspaper that describes the revision and explains how your community will provide the data and
help interpret the NFIl'maps. In that way,interested persons,such as property owners,insurance agents,and mortgage lenders,can
benefit fi•om the infonnation.
We have designated a Consultation Coordination Officer(CCO)to assist your community. The CCO will be the primary liaison between
your community and FEMA. Far information regarding your CCO,please contact:
Mr.Jesse Munoz
Director,Mitigation Division
Federal Emergency Management Agency,Region IV
Koger Center-Rutgers Building,3003 Chamblee Tucker Road
Atlanta,GA 30341
(770)-220-5406
This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have
any questions about this document,please contact the FEMA Map Information eXchange toll free at 1-877-336-2627(1-877-FEMA MAP)or by letter addressed to the
LOMC Clearinghouse,3601 Eisenhower Avenue Suite 500,Alexandria,VA 22304-6426. Additional Information about the NFIP is available on our website at
http://www.fema.gov/national-flood-insurance-program.
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Patrick'Rick'F.Sacbibit,P.E.,Branch Chief
Engineering Services Branch
Federal Insurance and Mitigation Administration 18-04-1101P 102-I-A-C
Page 3 of 4 Issue Date: February 15,2018 Effective Date:July 2,2018 Case No.: 18-04-1101P LOMR-APP
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LETTER OF MAP REVISION
DETERMINATION DOCUMENT (CONTINUED)
STATUS OF THE COMMUNITY NFIP MAPS
We will not physically revise and republish the FIRM for your commuuity to reflect the modifications made by this LOMR at this time.
Wl�en cllanges to the previously cited FIRM panel wai•rant physical revision and republication in the futw•e,we will incorporate tl�e
modifications made by this LOMR at that time.
This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have
any questions about this document,please contact the FEMA Map Information eXchange toll free at 1-877-336-2627(1-877-FEMA MAP)or by letter addressed to the
LOMC Clearinghouse,3601 Eisenhower Avenue Suite 500,Alexandria,VA 22304-6426. Additional Information about the NFIP is available on our website at
http://www.fema.gov/national-flood-insurance-program.
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Patrick'Rick'F.Sacbibit,P.E.,Branch Chief
Engineering Services Branch
Federal Insurance and Mitigation Administration 18-04-1101 P 102-I-A-C
Page 4 of 4 Issue Date: February 15,2018 Effective Date:July 2,2018 Case No.: 18-04-1101 P LOMR-APP
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LETTER OF MAP REVISION
DETERMINATION DOCUMENT (CONTINUED)
PUBLIC NOTIFICATION OF REVISION
A notice of changes will be published in the Feder•al Register.This infonnation also will be published in your local newspaper on or
about the dates listed below,and through FEMA's Flood Hazard Mapping website at
litt��s:l/w������.�lu��dma��s,G�iiiti.z<���iiliinil>f�� .�tauis/I�fc intiin.�is�>
LOCAL NEWSPAPER Name:Pahn Beach Post
Dates:Febivary 23,2018 and March 2,2018
Within 90 days of the second publication in the local newspaper, any interested party may request that we reconsider this determination.
Any request for reconsideration must be based on scientific or technical data. Therefore,this letter will be effective only after the 90-day
appeal period has elapsed and we have resolved any appeals that we receive during this appeal period. Until this LOMR is effective, the
revised flood hazard determination presented in this LOMR may be changed.
This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have
any questions about this document,please contact the FEMA Map Information eXchange toll free at 1-877-336-2627(1-877-FEMA MAP)or by letter addressed to the
LOMC Clearinghouse,3601 Eisenhower Avenue Suite 500,Alexandria,VA 22304-6426. Additional Information about the NFIP is available on our website at
http://www.fema.gov/national-flood-insurance-program.
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Patrick'Rick'F.Sacbibit,P.E.,Branch Chief
Engineering Services Branch
Federal Insurance and Mitigation Administration 18-04-1101 P 102-I-A-C
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",�AP NUMBER
12099C0179F
COVE RD �I 29 '='��'iv=oe.-
OCTOBER 5,2017
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�nvironmental ►S ervices, Inc.
BLOWING ROCKS
1500 Beach Road & 1550 Beach Road
Section 30, Township 40 South, Range 43 East
Palm Beach County, Florida
ENVIRONMENTAL IMPACT REPORT
Prepared For:
Tuf�nbef•fy Beach Road,LLC
19950 W. Country Club Drive,FL 10
Mia»ai,FL 33180
Prepared by:
DLSE�tvirofa�nental Services,Iric.
1901 SW Yellowtail Avenue
Port St.Lucie, Florida 34953• ,
(772)215-3997
Fax: (772)879-4520
E»tail: danna(a�,dlsenvirorz�nentalservices.cont
phone: 772-215-3997 • fax: 772-879-4520 • email: danna@dlsenvironmentalservices.com
address: 1901 SW Yellowtail Avenue, Port St. Lucie, FL 34953
web: www.dlsenvironmentalservices.com
�
TABLE OF CONTENTS
1.0 INTRODUCTION.....................................................................................................1
1.1 PROJECT LOCATION......................................................................................... 1
1.2 PURPOSE.............................................................................................................. 1
2.0 PROPERTY DESCRIPTION..................................................................................1
2.1 SOILS.................................................................................................................... 1
2.2 NATURAL COMMUNITIES AND LAND COVER...........................................2
2.3 WETLANDS AND OTHER SURFACE WATERS.............................................3
3.0 ENDANGERED,THREATENED AND SPECIES OF SPECIAL CONCERN.3
3.1 OBJECTIVE..........................................................................................................3
3.2 METHODOLOGY................................................................................................3
3.3 CONCLUSION......................................................................................................4
4.0 ARCHEOLOGICAL AND HISTORIC FEATURES...........................................5
5.0 GEOLOGICALLY SIGNIFICANT FEATURES.................................................5
6.0 PROJECT DESIGN AND OPERATION...............................................................5
7.0 PROJECT ALTERNATIVES/MITIGATION.......................................................5
7.1 VEGETATION......................................................................................................5
7.2 WILDLIFE.............................................................................................................6
7.3 WETLANDS .........................................................................................................6
7.4 CONCLUSION......................................................................................................6
FIGURES
Figure 1 Location Map
Figure 2 Soils Map
Figure 3 FLUCFCS Map
Figure 4 Proposed Site Plan
Figure 5 Proposed Landscape Plan
APPENDICES
Appendix A Soils Report
Appendix B FNAI Biodiversity Matrix
Appendix C Drainage Statetnent for Blowing Rocks
Pagei
b
ENVIRONMENTAL IMPACT REPORT
1.0 INTRODUCTION
1.1 PROJECT LOCATION
The 1.78± acre-property covered by this Enviromnental Iinpact Report is located in
Section 30, Township 40 South, Range 43 East, Palm Beach County, Florida (Figur�e 1).
The property is bordered to the north by Coral Cove Park, to the south by undeveloped
lands owned by the State of Florida Trustees of the Internal Iinproveinent Trust Fund
(TIITF), to the east by the Atlantic Ocean, and to the west by the Intracoastal Waterway.
Surrouilding uses beyond the iminediate park and undeveloped property consist of
condoininiuins.
1.2 PURPOSE
This report docuinents and characterizes the natural resources found on-site, discusses the
current regulatory status, and identifies potential impacts that may result from the
consri-uction of the pt•oposed residential development.
This report has been pr•epared in accordance to Chapter 50, Article II of the Code of
Ordinances,Village of Tequesta, Florida.
2.0 PROPERTY DESCRIPTION
The property located at 1500 Beach Road is currently developed as a condominium with
associated parking and pool. This property is fully developed on the east side of Beach
Road to the seaward edge of the existing dune and contains two beach boardwalks with a
small area of native dune vegetation (sea oats) near the south beach boardwalk. The
section of the propet•ty located on the west side of Beach Road contains a dock and a mix
of native and exotic vegetation.
The property located at 1550 Beach Road appears to be currently developed as a single
family residence. The majority of the property is developed on the east side of Beach
Road with a srnall area of dune vegetation. The section of the properry on the west side
of Beach Road contains a mixture of native vegetation.
Both properties are bordered by surface waters ou the east (Atlantic Ocean) and west side
(Intracoastal Waterway). A nan•ow fringe of mangrove wetlands is present on the west
side of both properties iimnediately adjacent to the Intracoastal Waterway as shown in
Figur•e 2.
2.1 SOILS
Project soils were mapped according to the Soil Sun�ey of Palm Beach Counry Area,
Florida, December 1978, United States Deparrinent of Agriculture, Soil Conservation
Service. A copy of the Soil Survey Map depicting the project boundaries and soil type(s)
is included as Figure 3 and a copy of the Soils Report is included (see Appefadix A). The
Page 1
two properties contained three soil mapping units, all of which traverse both properties.
A general description of the soil types are as follows:
Ar•eitts- Uf�ba�z la�ad comnlex, 0 to 5 pef•cent sloves(4)
This complex consists of nearly level, somewhat poorly drained, sandy soils and
urban land. The soils fonned in thick layers of sandy fill material that were placed
over low, wet inineral soils to make the areas suitable for urban use such as golf
courses, subdivisions, condominium developments, roadways, etc. The soil material
is generally rapidly penneable in all layers. The available water capacity is low or
very low.
Beuches(9)
This mapping unit consists of narrow strips of tide-washed sand along the Atlantic
coast line. As inuch as half of the beach may be covered by water during daily high
tides, and all of the beach may be covered during stonn periods. Most areas have no
vegetation, but the inland areas may be covered with moonvine, railroad vine, sea
oats, and seashore bennudagrass. Depth to the water table is highly variable and
ranges from 0 to 6 feet or inore, depending on the distance froin the water, the height
of the beach,etc.
Palm Beaclt- Urba�t laftd co»zplex, 0 to 8 pef�cefat sloves(27)
This coinplex is nearly level to sloping, excessively drained, and consists of Paltn
Beach sand and urban land. The majority of this complex is open land such as lawns,
vacant lots, and undeveloped areas however about 30 to 50 percent is covered by
sidewalks,streets,parking lots,building and other structures.
2.2 NATURAL COMMUNITIES AND LAND COVER
The following is a suimnary of the land cover and vegetation coimnunities found on the
two properties. Land cover and vegetative cominunities were mapped based on the
Florida Land Use, Cover and Fonns Classification System (FLUCFCS) developed by the
Florida Department of Transportation. Field reconnaissance and aerial photograph
interpretation were utilized in mapping the vegetative communities on the project site.
There are five different FLUCFCS classifications cun-ently present on the site. A land
cover map of the observed community types is included as Figu��e 2.
Fixed SiraQle Fa»tilv Units(111)—0.53#acr•es
This land cover accounts for the majority of the property at 1550 Beach Road which
appears to be a single fainily residence with associated driveways and landscaping
including sod. The maj ority of the landscaping is exotic and ornainental vegetation
including java plurn, coconut palms, and a ficus hedge.
Resideiatial HzQh Densitv (130)—0.78#acr•es
This land cover accounts for the majority of the property located at 1500 Beach Road
which is condominiums with an associated pool, parking areas and landscaping,
including sod.
Page 2
,,
Coastal Scrub (322)—0.077f acres
Small areas on the east side of the project site adjacent to the beach and on the west
side of the pr•oject site adjacent to Beach Road fall into this category and contain a
mixture of sea grape (Coccoloba u>>zfera), half flower (exotic) (Scaevola taccada),
coin vine (Dalbergia ecastaphyllum), cabbage palms (Sabal palmetto), buttonwood
(Conocarpus erectus) and sea oats(Uniola paniculata).
Mafa�f�ove Swafnns(612)—0.091f acres
A inangrove fringe exists on the western side of the project site adjacent to the
Intt•acoastal Waterway. The mangrove fringe extends landward of inean high water
and consists of red, white and black mangroves. Mangroves extending waterward of
mean high water are not considered to be within the boundaries of the property(those
would be on state owned submerged lands) therefare they are not included in the
acreage identified.
Beaches Other Tha�r Swinaf�titaQ Beaches(710)—0.31±acf•es
A beach exists on the eastern side of the project site adjacent to the Atlantic Ocean
between the remnants of the dune line and mean high water.
2.3 WETLANDS AND OTHER SURFACE WATERS
The presence or absence of wetlands was determined using the State Unified
Methodologies identified in Chapter 62-340, FAC and 1987 Corps of Engineers Field
Guide for Wetland Delineation. Based upon this methodology, the mangrove fringe on
the western side of the project site adjacent to the Intracoastal Waterway would qualify as
jurisdictional wetlands. These wetlands have been flagged and located by survey for the
purpose of this Enviromnental Impact Report. The wetland line will be reviewed and
verified by the appropriate state pennitting agency (South Florida Water Management
District or Flor•ida Department of Environmental Protection) as part of the overall
pennitting process for the proposed residential developinent. This verification will not
affect the overall proposed site plan since no activities are proposed on the west side of
Beach Road within the inangrove fringe other than maintenance/repair of the existing
dock access for the purpose of the future docking facility.
3.0 ENDANGERED,THREATENED AND SPECIES OF SPECIAL CONCERN
3.1 OBJECTIVE
Review Florida Natural Areas Inventory (FNAI) to detennine the likelihood of
occurrence of federal and state protected species on the project site, conduct a systeinatic
survey for flora and fauna that may occur on-site, and note the presence of any
endangered, threatened, and species of special concein as identi�ed by Florida Fish and
Wildlife Conseivation Commission and the Florida Department of Agriculture and
Consumer Services.
3.2 METHODOLOGY
Biologist conducted pedestrian transects which ineandered through the project site.
During the pedestrian transects, the biologist recorded and noted sightings, tracks, scat,
tree inarkings,nests, cavities, and burrows.
Page 3
r
3.3 CONCLUSION
Review of the information obtained from FNAI indicated the potential presence of the
following habitat; scrub, scrubby flatwoods, and beach dune. FNAI indicated the
potential presence of the following listed species; four-petal pawpaw (Asimina
tetramera), perforated reindeer lichen (Cladonia perforate), leatherback sea turtle
(Dermochelys coriacea) and inartial scrub-hairstreak (Strymon martialis). The FNAI
Biodiversity Matrix also indicated the likelihood of 9 other species and the potential of 36
other species, all of which are listed in Appendix B.
Field review of the project site revealed no evidence of the following:
• Scrub
• Scrubby flatwoods
• Listed plant species by either the state or federal agencies
• Other species identified in the FNAI Biodiversity Matrix
Based upon field observations beach dune habitat was present.
There is the potential that the following would utilize the beach dune or mang-rove
wetlands for foraging and/or nesting:
• Loggerhead sea turtle (Caretta caretta)
• Green sea turtle(Chelonia mydas)
• Hawksbill sea turtle(Eretmochelys imbricata)
• Snowy egret(Egretta tl2ula)
• Wood stork(Mycteria Americana)
• Piping plover(Charadrius melodirs)
The field observations revealed no evidence of the above listed species nesting or
foraging within the existing beach dune and mangrove wetlands. The proposed
residential development does not contain new impacts to the beach dune or mangrove
wetlands. The proposed new dune crossing location replaces one of the existing dune
crossings and the dock access within the mangrove wetlands is to remain in the same
location as what currently exists.
No Bald Eagle nests were located within the boundaries of the project site. A review of
the FWCC Eagle Nest database indicated there are no Bald Eagle nests located within
one (1)mile of the project.
The FNAI Biodiversity Matrix indicates there is a likelihood of Johnson's seagrass
(Halophila johnsonii) and West Indian manatee (Trichechus f�tanatus) on the project site
however these species would not be located within the actual project boundaries. They
would occur waterward of inean high water and would be taken into account as part of
the review by the state and federal permitting agencies for any in-water work associated
with the proj ect.
No wildlife was observed during the site reconnaissance other than curly tailed lizards.
Page 4
4.0 ARCHEOLOGICAL AND HISTORIC FEATURES
The properties are currently developed therefore the presence of archeological or historic
features is highly unlikely. A request for review of the site for archeological and/or
historic resources has been subinitted to Florida Depart�nent of State, Division of Historic
Resources to confinn this aspect. The result of that review will be provided upon receipt.
5.0 GEOLOGICALLY SIGNIFICANT FEATURES
The properties do not contain any geologically signi�cant features.
6.0 PROJECT DESIGN AND OPERATION
The Site Plan is included as Figure 4 (due to the detail, it is not at the same scale as the
FLUCFCS Map included as Figuf•e 2). The project site is located in Flood Zone AE and
Flood Zone X with current elevations varying from 4.17 feet to 15.75 feet. The pt•oposed
first floor elevation of all buildings is 8.5-feet NAVD so all floor elevations will be ineet
the miniinuin required.
The project is a residential developinent and as such, is not proposed to have operations
which deal with hannful substances or emit pollutants.
The project has been designed to provide more than double the minimuin open space
requirement— 30-percent required and 64-percent proposed. A Planting Plan is included
as Figuf�e 5. Also, the site cun•ently has no pre-treatment of surface water run-off which
drains off-site onto the adjacent state-owned lands. The project provides an improveinent
in water quality treatment by means of a surface water management systein designed to
provide pre-treatinent prior to discharge as identified in the Drainage Statement included
as Appendix C.
Other approvals will be necessary for the proposed development, including state (Florida
Department of Enviromnental Protection or South Florida Water Manageinent District)
approval and U.S. Army Corps approval for the proposed docking facility.
7.0 PROJECT ALTERNATIVES/MITIGATION
7.1 VEGETATION
The inajority of the project site has been impacted by the previous activities. Based upon
the Site Plan, the majority of the existing native vegetation (Sabal palmetto) will remain
and no new impacts are proposed within the natural vegetative communities on the
project site (Coastal Scrub and Mangrove Swamp). In addition, the Planting Plan
provides open space and native plant inaterial in excess of the requireinents for the site.
Page 5
7.2 WILDLIFE
The wildlife which may utilize the project site would be within the mangrove area or the
dune area in which no iinpacts are proposed; therefore iinpacts to wildlife are not
anticipated as a result of the project.
7.3 WETLANDS
No unpacts to wetlands are proposed for the project.
7.4 CONCLUSION
State, federal, and local requireinents have been considered during the preparation of the
Site Plan (Figui�e 4). Building setbacks, zoning, landscape, and buffering requirements
have been considered based upon the Village of Tequesta,Code of Ordinances.
The proposed development has been designed to preserve the majority of the existing
native vegetation and no new iinpacts are proposed within the natural vegetative
communities on the project site (Coastal Scrub and Mangrove Swamp). The Planting
Plan (Figur•e 5) deinonstrates an improvement to the existing conditions on the project
site.
The Site Plan demonstrates avoidance of wetland impacts.
In review of the existing conditions coinpared to the proposed conditions for the project
site,no alternatives or mitigation would be necessary. The Site Plan (which includes pre-
treatment of stonn water) along with the Planting Plan demonstrate an avoidance of
impacts and an improvement from the existing site conditions.
Page 6
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� �nvironmental Location Map
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1901 SW Yellowtail Avenue 1500 Beach Road and 1550 Beach Road
Port Saint Lucie,FL 34953 Tequesta, Florida
Phone:772-215-3997 Fax:772-879-4520
www.dlsenvironmentalservices.com scn�e.
N.T.S. MAY 2018 FIGURE 1
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FLUCFCS CODES:
FIXED SINGLE FAMILY UNITS (111)—0.53f ACRES
RESIDENTIAL HIGH DENSITY(130)—0.78�ACRES
COASTAL SCRUB (322)—0.077t ACRES
MANGROVE SWAMPS (612)—0.091t ACRES
BEACHES OTHER THAN SWIMMING BEACHES 710 —0.31f ACRES
Envirc�ni��ental FLUCFCS Map
S�I"VICeS, 11`iG. BlowingRocks
�' 1901 SW Yellowtail Avenue 1500 Beach Road and 1550 Beach Road
Port Saint Lucie,FL 34953 Tequesta, Florida
Phone:772-215-3997 Fax:772-879-4520
www.dlsenvironmentalservices.com SCALE:
N.T.S. MAY 2018 FIGURE 2
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SOILS:
ARENTS-URBAN LAND COMPLEX,0 TO 5 PERCENT SLOPES (4)-NON-HYDRIC
R��CHES (9)-!��M-HYDRIC
PALM BEACH-URBAN LAND COMPLEX,0 TO 8 PERCENT SLOPES (27)-NON-HYDRIC
� Envirc�nmental Soils Map
�� ��I"V1CeS, l. l'1G. BIOWingROCkS
1901 SW Yellowtail Avenue 1500 Beach Road and 1550 Beach Road
Port Saint Lucie,FL 34953 Tequesta, Florida
Phone:772-215-3997 Fax:772-879-4520
www.dlsenvironmentalservices.com SCALE
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•••NOTES••• �n��cc s:::ittx-uvss�rec •
-SITE PLAN PROVIDED BY BC ARCHITECTS AND CARLOS ZAPATA STUDIO BLOWING ROCKS SITE PLAN
-SITE PLAN NOT TO SCALE TO PROVIDE CLARITY FIGURE 4 ,
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••�NOTES��� BLOWING ROCKS PLANTING PLAN
-PLANTING PLAN PROVIDED BY BC ARCHITECTS AND DS BOCA
-PLANTING PLAN NOT TO SCALE TO PROVIIDE CLARITY FIGURE 5
APPENDIX A
Soils Report
3 Soil Map—Palm Beach County Area,Florida 3
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USDA Natural Resources Web Soil Survey 5/25/2018
i Conservation Service National Cooperative Soil Survey Page 1 of 3
Soil Map—Palm Beach County Area,Florida
MAP LEGEND MAP INFORMATION
Area of Interest(AOI) Spoil Area The soil surveys that comprise your AOI were mapped at
Area of Interest(AOI) 1:20,000.
Stony Spot
Soils very Stony Spot Warning:Soil Map may not be valid at this scale.
Soil Map Unit Polygons
•• wet spot Enlargement of maps beyond the scale of mapping can cause
. • Soil Map Unit Lines misunderstanding of the detail of mapping and accuracy of soil
otner line placement.The maps do not show the small areas of
� Soil Map unit Points contrasting soils that could have been shown at a more detailed
, Special Line Features
Special Point Features SCale.
�� Blowout Water Features
Streams and Canals Please rely on the bar scale on each map sheet for map
Borrow Pit measurements.
� Transportation
�n Clay Spot . . . Rails Source of Map: Natural Resources Conservation Service
Closed Depression Web Soil Survey URL:
,... Interstate Hi9nways Coordinate System: Web Mercator(EPSG:3857)
Gravel Pit US Routes
Maps from the Web Soil Survey are based on the Web Mercator
Gravelly Spot Major Roads projection,which preserves direction and shape but distorts
distance and area.A projection that preserves area,such as the
Landfill Locai Roads Albers equal-area conic projection,should be used if more
Lava Flow accurate calculations of distance or area are required.
Background
^ Marsh or swamp � Aerial Photograpny This product is generated from the USDA-NRCS certified data as
of the version date(s)listed below.
' Mine or Quarry
Soil Survey Area: Palm Beach County Area,Florida
Miscellaneous Water Survey Area Data: Version 13,Oct 6,2017
Perennial Water Soil map units are labeled(as space allows)for map scales
Rock outcrop 1:50,000 or larger.
__ Saiine Spot Date(s)aerial images were photographed: Nov 13,2014—Dec
11,2014
Sandy Spot
The orthophoto or other base map on which the soii lines were
= Severely Eroded Spot compiled and digitized probably differs from the background
Sinkhole imagery displayed on these maps.As a result,some minor
shifting of map unit boundaries may be evident.
Slide ar Slip
oa Sodic Spot
USDn Natural Resources Web Soil Survey 5/25/2018
� Conservation Service National Cooperative Soil Survey Page 2 of 3
Soil Map—Palm Beach County Area,Florida
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
4 Arents-Urban land complex,0 5.3 30.7%
to 5 percent slopes
9 Beaches 4.1 23.4%
27 Palm Beach-Urban land 2.8 16.2%
complex,0 to 8 percent
slopes
99 Water 4.7 27.0%
100 Waters of the Atlantic Ocean 0.5 2.8%
Totals for Area of Interest 17.4 700.0°/a
usDn Natural Resources Web Soil Survey 5/25/2018
� Conservation Service National Cooperative Soil Survey Page 3 of 3
APPENDIX B
FNAI Biodiversity Matrix
, 5/25/2018 FNAI Biodiversity Matrix
�
IOIN Thumasvillc Ruad
�"`'�Z°°-`� Florida Nati�r•al Areas lnventory
�r:,u;,o:�ss�e,ri,.iz:na
�,,. � 850424-R207
h<<����-�,a���:,, Biodiversity Matrix Query Results
� � ���������������� UNOFFICIAL REPORT
; ! Created 5/25/2018
�F 1 t�K I u A (Contact the FNAI Data Services Coordinator at 850.224.8207 or
�'t�r�� �e�',� kbrinegar@fnai.fsu.edu for information on an official Standard Data Report)
IN � LN I t� RY
NOTE: The Biodiversity Matrix includes only rare species and natural communities tracked by FNAI.
Report for 2 Matrix Units: 69107, 69108
. _ Descriptions
�.
,�
�� �;S � DOCUMENTED -There is a documented occurrence in the
, FNAI database of the species or community within this Matrix
Unit.
. 1.
y DOCUMENTED-HISTORIC-There is a documented
� occurrence in the FNAI database of the species or community
�I Ri i within this Matrix Unit; however the occurrence has not been
�
�/` �I I observed/reported within the last twenty years.
' � �� I LIKELY-The species or community is known to occur in this
� vicinity, and is considered likely within this Matrix Unit
� because:
; i��, i 1. documented occurrence overlaps this and adjacent
i � = E ?;i_; J��ilei _ Matrix Units, but the documentation isn't precise
enough to indicate which of those Units the species or
community is actually located in; or
� �; 2, there is a documented occurrence in the vicinity and
� there is suitable habitat for that species or community
��`� � i within this Matrix Unit.
I>.
t_H�04 - ��, POTENTIAL-This Matrix Unit lies within the known or
d ;.rp�<�, ; predicted range of the species or community based on expert
a ,4;uye r;o;u,:,; � knowledge and environmental variables such as climate,
---- ------- "- °"^ � soils, topography, and landcover.
Matrix Unit ID: 69107
6 Documented Elements Found
Scientific and Common Names Global State Federal State
Rank Rank Status Listing
Asin�iin<, i��lia�ucv�� G1 S1 LE E
Four-petal Pawpaw
Beach dune G3 S2 N N
Claclonia_N�ilt�i�.iiri G1 S1 LE E
Perforate Reindeer Lichen
Dermochelys coriacea G2 S2 LE FE
Leatherback Sea Turtle
Scrub G2 S2 N N
Scrubby flatwoods G2 S2? N N
2 Documented-Historic Elements Found
Scientific and Common Names Global State Federal State
http://d ata.lab i ns.org/map ping/FNAI_Bio Matrix/Grid Sea rch.cfm?sel_id=69107,69108&extent=788171.76680000,333071.43290000,789781.10980000,333071.432900
5/25/2018 FNAI Biodiversity Matrix ,
Rank Rank Status Listing
Ctenogobius stigmaturus G2 S2 N N
Spottail Goby
Okenia hypogaea G3? S2 N E
Burrowing Four-o'clock
9 Likel Elements Found
Scientific and Common Names Global State Federal State
Rank Rank Status Listing
Aphelocoma coerulescens G2 S2 LT FT
Florida Scrub-Jay
Caretta caretta G3 S3 T FT
Loggerhead Sea Turtle
Chelonia mydas G3 S2S3 LE FE
Green Sea Turtle
Geopsammodius fuscus G1 S1 N N
Dark Tiny Sand-loving Scarab
llalophila johnsonii G2 S2 LT E
Johnson's Seagrass
Jacquemontia reclinata G1 S1 LE E
Beach Jacquemontia
Melanoplus indicifer G1 S1 N N
East Coast Scrub Grasshopper
Mycte�ia an_iericana G4 S2 LT FT
Wood Stork
Trichechus manatus G2 S2 LE FE
West Indian Manatee
Matrix Unit ID: 69108
3 Documented Elements Found
Scientific and Common Names Global State Federal State
Rank Rank Status Listing
Dennochelys coriacea G2 S2 LE FE
Leatherback Sea Turtle
Scrubby flatwoods G2 S2? N N
Strymon martialis G3G5 S2S3 N N
Martial Scrub-Hairstreak
0 Documented-Historic Elements Found
7 Likel Elements Found
Scientific and Common Names Global State Federal State
Rank Rank Status Listing
Caretta caretta G3 S3 T FT
Loggerhead Sea Turtle
Chelonia mydas
Green Sea Turtle G3 S2S3 LE FE
Ctenogobius stigmaturus G2 S2 N N
Spottail Goby
lacquemontia redinata G1 S1 LE E
Beach Jacquemontia
Mycteria an�e�icana G4 S2 LT FT
Wood Stork
lephrosia angustissima vai_ curtissii G1T1 S1 N E
Coastal Hoary-pea
1ri�hechus ntanatus G2 S2 LE FE
West Indian Manatee
http://data.labins.org/mapping/FNAI_BioMatrix/GridSearch.cfm?sel_id=69107,69108&extent=788171.76680000,333071.43290000,789781.10980000,333071.432900
, 5/25/2018 FNAI Biodiversity Matrix
Matrix Unit IDs: 69107 , 69108
36 Potential Elements Common to An of the 2 Matrix Units
Scientific and Common Names Global State Federal State
Rank Rank Status Listing
Acipenser oxyrinchus oxyrinchus G3T3 S1 LE FE
Atlantic Sturgeon
ii��he�locon�a coer�ilescens G2 S2 LT FT
Florida Scrub-Jay
Chamaesyce cumulicola G2 S2 N E
Sand-dune Spurge
Chaiadiius inel�du_s G3 S2 LT FT
Piping Plover
Cladonia.peiforat�i G1 S1 LE E
Perforate Reindeer Lichen
Coelorachis tuberculosa G3 S3 N T
Piedmont Jointgrass
Conradina grandiflora G3 S3 N T
Large-flowered Rosemary
Dicerandi�a im�paculaCa G1 S1 LE E
Lakela's Mint
Dry�narchoi�cc�u��eri G3 S3 LT FT
Eastern Indigo Snake
Elytraria caroliniensis var. angustifolia G4T2 S2 N N
Narrow-leaved Carolina Scalystem
t_ieUr�ucliely�i�nbric�t_a G3 S1 LE FE
Flawksbill Sea Turtle
Falco columbarius G5 S2 N N
Merlin
Falco peregrinus G4 S2 N N
Peregrine Falcon
Forestiera segregata var. pinetorum G4T2 S2 N N
Florida Pinewood Privet
Glaridularia rnaritima. G3 S3 N E
Coastal Vervain
Gopherus polyphemus G3 S3 C ST
Gopher Tortoise
Halophila johnsonii G2 S2 LT E
]ohnson's Seagrass
Heterodon simcis G2 S2 N N
Southern Hognose Snake
Lechea cernua G3 S3 N T
Nodding Pinweed
Lechea divaricata G2 S2 N E
Pine Pinweed
Linuii� carteri,var. smallii G2T2 S2 N E
Small's Flax
Li(liobates capito G3 S3 N SSC
Gopher Frog
Manatee Aggregation Site GNR SNR N N
Microphis brachyurus G4G5 S2 SC N
Opossum Pipefish
IVeiiias(yl�s,fluiicld�id G2 S2 N E
Celestial Lily
;'crc;r;ysa�s polronotus r;;��i;;�nhis G5T1 S1 LT F7
Southeastern Beach Mouse
l'�domys floridanus G3 S3 N SSC
Florida Mouse
l�ulygala smallii G1 S1 LE E
Tiny Polygala
Rallus longirostris scottii G5T3? S3? N N
Florida Clapper Rail
Rivulus marmoratus G4G5 S3 SC SSC
Mangrove Rivulus
Roystonea elata G2G3 S2 N E
Florida Royal Palm
http://data.labins.org/mapping/FNAI_BioMatrix/GridSearch.cfm?sel_id=69107,69108&extent=788171.76680000,333071.43290000,789781.10980000,333071.432900
5/25/2018 FNAI Biodiversity Matrix .
Scelopoi us woodi G2G3 S2S3 N N
Florida Scrub Lizard
Schiz�chyr�iu�p niveum. G1G2 5152 N E
Scrub Bluestem
Setophaga discolor paludicola G5T3 S3 N N
Florida Prairie Warbler
Tolumnia bahamensis G3 S1 N E
Dancing-lady Orchid
Trichomanes punctatum ssp. floridanum G4G5T1 S1 E E
Florida Filmy Fern
Disclaimer
The data maintained by the Florida Natural Areas Inventory represent the single most comprehensive source of information
available on the locations of rare species and other significant ecological resources statewide. However, the data are not always
based on comprehensive or site-specific field surveys, Therefore, this information should not be regarded as a final statement on
the biological resources of the site being considered, nor should it be substituted for on-site surveys. FNAI shall not be held liable
for the accuracy and completeness of these data, or opinions or conclusions drawn from these data. FNAI is not inviting reliance
on these data. Inventory data are designed for the purposes of conservation planning and scientific research and are not
intended for use as the primary criteria for regulatory decisions.
Unofficial Report
These results are considered unofficial. FNAI offers a Standard Data Request option for those needing certifiable data.
http://data.labins.org/mapping/FNAI_BioMatrix/GridSearch.cfm?sel_id=69107,69108&e�ent=788171.76680000,333071.43290000,789781.10980000,333071.432900
APPENDIX C
Drainage Report
�� KI�:SHA��AIt!
-�G�/` A�SSOCIA I`LS
Drainage Statement for:
Blowing Rocks
Project No. 17-1179
Locatiou
'I'he 1.78 acre project site is located between the Atlantic Ocean and the Intracoastal Waterway
immediately south of Coral Cove Park. Beach Road bisects the project site with the majority of
the project site located east of Beach Road. The project site is bounded on the nocth by Coral
Cove Park, on the east by the Atlantic Ocean, on the south by undeveloped lands owned by the
State of Florida Trustees of thc Intcrnal Improvement Trust Fund (TI ITF) and on the west by the
Intracoastal Water���ay. 'l�he projec� site is located within the Intracoastal basin of the South
Florida Water Management District(SFWMD).
FEMA Flood llata
'1'he western portion of tlle project site behind the dune line is locatcd ���ithin flood zone AE,
elevation 7.0' NAVll based upon the Letter of Map Revision {LOMR) effective July 2, 2018 for
the FLMA Flood Insucance Rate Map (FIRM) panel number 12099C0179F, e1'fective Octobei•
I 5, 20 I 7.
Existin�Conditions
"I'hc site is currently developed and in use as a residential multi-family development on the south
side and a single building (church parcel) on the north side. ']'here are minimal stormwater
management facilities located onsite consisting of a drainage system within thc pool area of the
multi-fa►nily developmetit. Currenlly, stormwater runofif generated onsite sheet (lo�vs directly
offsite primarily to the �vest to Beach Road, as ���ell as to Coral Cove Park (noi�th), the Atlantic
Ocean (east) and the undcveloped pa�•cel (south).
Beach Road does not have a formal sto�mwater conveyance or stormwatcc management system.
Stormwater runoi'f from Beach Road sheet filows off the roadway onto the adjacent properties.
1'here is a culvert system along the east side of[3each Road along the pcoject fi•ontage and this
system allows surface �vater runoff north of the project site along Beach Road and stormwater
runoff from this site to discharge south into the undeveloped state-owned land south of the
�roject site.
There are no existing��,atcr quality treatment facilities locatcd on-site.
�I 1 :\ I)ixi�•lii:;h�c:��.tiuitc°01 • ��'c,l Palm 13���u li. I�L 33101 • Shl-bt19-8b0(1•�c�c��.kesha�arr.coni
Pronosed Imnrovements
7'he proposed project consists of the redevelopment of the site for a mulli-story COIICIOIIIIt]lUill.
T'hc finished flooi• elevation ���ill be raised to meet the current building department finishcd floor
eleva�ions associated with cui•rent }�CMA elevation (listed above). The proposed minimu�n
finished tloor elevation is 1.5' above the FF,MA elevation or elcvation 8.50' NAVD.
The propo5ed stormwater management syslem will be constructed to meet thc standards of the
South l�lorida Water Management District. Stormwater runoff will be reduced from the pre-
development coiiditions. Wate►• quality treatment facilities will bc designed to treat stormwater
runoff pi•ior io discllarge. Legal positive outfal I ���ill occur west onto Beach Road aiid ultimately,
to the u��developed property to the south via bubble up stri�ctures or a hard pipe connection io the
drainagc system on Beach Road.
It should bc noted lhat the Village of 'I'equesta typically requires new development and
redevelopment to retain 95% 01' the runoff from a 25 yeac — 1 day storm event. Due lo the
geographic location of' �he prc�jecl site being localed on the Barrier Island and elevated
significant(y highe�� than the adjacent properties, this regulation should not apply to this sitc as
there will be no adverse impacts to any Village stormwater management syslem or any off-site
properlies, The proposeci slormwatei• management system �vill be an overall improvemenl to
water quality trcannent and stormwater runoff from this sile.
Preliminary Surface Water Mana�ement Svstem Calculations
The drainage area associated with the redevelopment of the site is 1.32 acres which is the area
east of Beach Road aiid west ol'the existing dune line. 'I'he cxisting site is currenlly developed
�vith 0.96 acres of impervious area genei•aiing 1.23 acre-feet of runoff during the 25 year — 72
hour design evcnt (13.5 inches oi' rainfall). The proposed sitc plan contains 1.1 I acres of
impervious area that would generate 1.33 acre-feet of runoff during the 25 year— 72 hour storm
event. The proposed drainagc system ��ill be designed to provide 0.23 acre-feet of�vater quality
treatment which �vill be retained within a proposed exfiliration trench system. Therefore, there
will be an overall reduction in runoff generated from the 25 year-- 72 hour dcsi�n cvenl.
Existing Site Runoff'(ac-('t) �,?3
Proposed Site R�mof'C(ac-ft) 1.33
Pi•oposed Watec Quality TreaUnent(ac-1t) 0.23
Net Runoff(ac-ft) (-)0.13
Randy Wertepny, P.E. (1=lorida I.icense No. 72504)
�
1�9arch 14'�, 201$
Keshavarz& Associatzs, Inc.
Certiiicate af Authorization No. 4897
i11i;\,Dj�ic Uit;h�c,t�. tiuil�•?I11 • \\rsl P.�lut li�•:u•h. I'L 33dU1 • .ihl-(iJ0-86UU� ���cw.l.eslici��u2.coui
�� �. ,
�Y
• �����1��� � ,
.� ��� � �
�� ��
. �����
� � ������e������ �
�����a�����.��.�.�P�� .
�����#: �-� ��: 6 �6 � �§���tox: !✓����=�
, R,oca.i�on: �A ����rl C'�,� T�- ,
�ta�ic�'x�ssure:��' '�Y���D�eh��'s d(cir�}: '/i' 4"
JPftot(��'low�)Re�..di�a�: d�
Jl�esidfu�l�'xessure: 4��1�: ��
' � � SSIFA�L REPAIlLS NEEDLD
.
A) Height ' � .
2"he een�`e�of a I�ose ou2`let rnus�`X�e cr�Zeast I8"above frr�al gt�at,�e,
B) Paint
�) Caps � '
. D) Chai�s
E) Cleazance � .
AZl vegetation, and other obstrzcetior�s ar�e at lecrst 3'away,fwoni h,ydrant.
F) Operafiau N'ut
G) Reflector
C�mments:
Ge�zeral gnzdelines:
- Prior to conducting hyd�rant flow#es�;notify the Water Dept. (575-623�}.
�Th�test h�draart is the Jiydrant tbat the,static and residual aze taken at. There
must be at least a IO% drop in the sta�ic�aressvte after opening tbe fla�vv hydrant.
� -�rom a.n.accuxacy stand�outt it i.s prefetable to use tb.e 2�/z'Qut�et rather t.�an the
s�eamer outlet.
-To detez�min.e gpm discharge from a hydran�use the fornaula: •
29.7xD�.�Px.9 •
. �
r'
Hydrant Information Sheet
Hydrant Number 1-030
Hydrant Location "Across from Coral Cove Park"
(1600 S Beach Rd.)
Nozzle Coefficient 0.90
Noule I.D., inches 2.50
Pitot Pressure 36
Residual Pressure 55
Static Pressure 70
Flow, gpm = 1013
Flow, gpm at 20 psi= 1940
Hydrant Flow
so
70
60
L 50 1013
N 40
a 30
20
10
0
0 500 1000 1500 2000 2500
GPM
r &�Q��s��
* � * ' .
� `
��������
'�f:qUl�Std.�8�P�Cli�
�x��ydran4 Inspe��.on�.tepart . .
Hy�'ant#: Date: � � li Ynspector: /�l�����
s�' d�' ���� ��� �
�,�lC�.fI.O]n' r � .
Stiatie�'�esswre:�t�� ���ch�e�Tsed(cn cle one 2'/2" 4"
Pi.tot(I{'low)ReadYn�:
Residual Presswre: G]PM: I�
' � ��� �TEM�� PASS/FAtL REPA]RS NEEDED �
A) Height •
The center of a hose outlet must be at least 18"above final grade.
B) Paan.t
' C) Caps •
D} Ch&],TLS
��� CLP��TiCO
' All vegetaiion, and other obstrucfians are at lea�t 3'away from hydrant.
� Operation Nut
G) Reflector
Co�nen#s: • �
Gen�ra�gu�idelines:
- Prior to conducting hydrant flow tast;not9�y the Watex Dept.(575-6234).
-The test hydrant is fihe hydrant that fihe pitot(flow)pressure is taken at. There
must be at least a 10°/a cirap.in the static pressure aftex openi.�.g�1a.e flow hydrant. ,
-From an accuracy s�an�.point it is prefexable fo use the 2'/a"outlet xather f.han fihe
s�eamer ou�let.
-To detemzi.ne gpm clischarge from a hqdrant use the foxmula:
29.7xD��Px.9
.
r
Hydrant I nformation Sheet
Hydrant Number Blank
Hydrant Location "S. of 1550 Beach Rd."
Nozzle Coefficient 0.90
Nozzle I.D., inches 2.50
Pitot Pressure 38
Residual Pressure 58
Static Pressure 70
Flow, gpm = 1040
Flow, gpm at 20 psi= 2248
Hydrant Flow
so
70
60
� 50
N 40
a 30
20
10
0
0 500 1000 1500 2000 2500
GPM
Blowing Rocks Condominiums
Tequesta, Florida
,� �� -�.
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Aerial Location Map
�1,
� � 3.13.18
� � , ���1 AT&T Florida T:561.540-9262
� L 120 N K Street
Lake Worth, FI 33460
May 22nd, 2018
Keshavarz Associates
Joan Sopczak
711 N. Dixie Highway, Suite 201
West Palm Beach, FL 33401
RE: Blowing Rocks, 1500 and 1550 Beach Road, Tequesta, Florida
Dear Ms. Joan Sopczak
This letter is in response to your request for information regarding availability of
service at Blowing Rocks, 1500 and 1550 Beach Road, Tequesta, 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,
��
�/l; ,/�,��,
Eddie Herron
MGR OSP PLNG & ENGRG DESIGN
A
Gmutl Sponso�ot the u 5 Olymv��Team
, I lorida Powei &Li,yld Coin�iany
, � ,
FPI_
i��ay z3, 20���
J�»ii :�o���;z��l�
/ i'I i�J I�ixi� I Ivvy, ;�ufie 2U�1
V1Ji�:;i I-'�ilrri 13�:�ich, f-I 334(��I
I?�+: `;ni�il�;�-� !��/ttll�ii�lliiy iui I�ilrn,nllli�) I:tx::k:� (�15!i(1 t��. �IhUU lic�icii I��r_ul)
Ueai ,loan:
I F�is is to con(irn�i tliat, at fhe prese,ril tii7�e, FPL I�as sufficic:r�i r,apacily to provide elec;tric service to the above
capiioned �roperty. l his service will be furnished in �ccordance with applicabic� rates, rules and regulations.
Preliminary analysis of youi reqiiest has iiidicated th�i a lii�e exiensicm will be ieq�-iired and will most litcely
r�yuire a ConiribuYion in Aicl of Ce�nstruction to be paid in order lo provicl� serviee.
r�i��se E�ro��a� rn� r��,�i S�i� r�i��,, site survey and eleciiic��l load data as soon as possible so the necessary
engineering can l�egin.
�.�rly contact with FPL is essential so that resources may be schedulecJ to facilitate availability of service
when required.
Sincerely,
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Miclrael t3aldwin
Associate Engineer
a NEXTera ENERGY Company
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WASTE MANAGEMENT
JEFF SABIN
GOVERNMENT AFFAIRS
WASTE MANAGEMENT INC.OF FLORIDA
7700 SE BRIOGE RD
HoBE SouNo,FL 33455
PH:(772)545-1327
Mosi�e:(772)263-0017
May 29, 2018
Mr. Alec Dickerson
Gentile, Glas, Holloway, O'Mahoney & Associates, Inc.
1907 Commerce Lane, Suite 101
Jupiter, FL 33458
Re: Blowing Rocks (1500 Beach Road, 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 Martin County. Arrangements will need to be made
by the owner to have equipment rolled out, allowing our trucks to have access from the
frontage road on service days.
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
Loxahatchee River Distrir� ,���NV�RONINE�,rq��
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Water Reclamation � Environmental Education � River Restorati:� w_ - �
25001upiter Park Drive,Jupiter, Florida 33458 Y '" '`� �
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March 14,2018
Gentile Glas Hollaway 0'Mahoney&Assoc.,Inc.
1907 Commerce Lane,Suite 101
Jupiter,FL 33458
Attn:Alec Dickerson
Re: BLOWING ROCKS CONDOMINIUMS
1500 and 1550 Beach Road,Tequesta
SANtTARY SEWERAVAILABIbITY
Dear Mr.Dickerson:
This letter is_provided in response to your recent inquiry concerning sanitary sewer service
availability for the subject properry.
Please be advised that,as of this date,sanitary sewer service can be made available to the subject
property upon payment of certain costs in accordance with the District Rules. Copies of District
Rules Chapter 31-10 are available for your review on our web site at
Consistent with District policy,the developer will be responsible for all costs associated with
connecting to the existing wastewater system of the District.
As discussed with the project engineers the nearest available sewer main is located in the Beach
Road (SR A1A) right of way.
Should you require additional information on this matter,please contact our Engineering
Department at(561)747-5700 Linda at xt 110,or Diane at�. 123.
SinS:er�ly,
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Clinton R.Yerke�'
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Depury Bxecut4ve Director
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Drainage Statement for: ;
Blowing Rocks '
Project No. 17-1179
Locatian '
The 1.78 acre project site is located between the Atlantic Ocean and the Intracoastal Waterway ;
iminediately south of Coral Cove Park. Beach Road bisects the project site with the majority of
the project site located east of Beach Road. The project site is bounded on the north by Coral
Cove Park, on tlie east by the Atlantic Ocean, on the south by undeveloped lands owned by the
State of Florida Trustees of the Internal Improvement Trust Fund (TIITF) and on the west by the
Intracoastal Waterway, The project site is located within the Intracoastal basin of the Sauth
Florida Water Manageinent District/Florida Department of Environmental Protection.
FEMA Flood Data
The westeni portion of the project site behind the dune line is located within flood zone AE,
elevation 7.0' NAVD based upon the Letter of Map Revision(LOMR) effective July 2, 201 S for
the FEMA Flood Insurance Rate 1VIap (FIRM) panel number 12099C0179F, effective October
15,2017.
Existing Conditions
The site is currently developed and in use as a residential multi-family development on the sauth
side and a single building (church parcel) on the north side. There are minimal stormwater
management facilities located onsite consisting of a drainage system within the pool area of the
inulti-family development. Currently, stonnwater runoff generated onsite sheet flows directly
offsite priinarily to the west to Beach Road, as well as to Coral Cove Park (north), the Atlantic
Ocean(east) and the undeveloped parcel (south).
Beach Road does not have a fonnal stormwater conveyance or stormwater management system.
Stormwater runoff from Beach Road sheet flows off the roadway onto the adjacent properties.
There is a culvert system along the east side of Beach Road along the project frontage and this
system allows surface water runoff north of the project site along Beach Road and stormwater
runoff frain this site to discharge south into the undeveloped state-owned land south of the
project site.
There are no existing water quality treahnent faciiities located on-site. �
711 N Di�ie I3ighwa3f,Suitc 201•�CTest Palm Beach.I+L 33401 • 561-689-8600•wK�,�.keshavarz.com ,
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Proposed Improvements ,
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The proposed project cansists of the redevelopment of the site for a multi-story condominium. �
The finished floor elevation will be raised to meet the current building department finished floor !
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elevations associated with current FEMA elevation (listed above). The proposed minimum
finished floor elevation is 1.5' above the FEMA elevation or elevation 8.50'NAVD.
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The proposed stormwater management system will be constructed to meet the standards of the i
South Florida Water Management District. Stormwater runoff will be reduced from the pre-
development conditions. Water quality treat�nent facilities will be designed to treat stormwater
runoff prior to discharge by way of depressed swale areas and 100 linear feet of proposed
exfiltration trench (please see exfiltration trench calculations on the next page). Legal positive � �
outfall will occur west onto Beach Road and ultimately,to the undeveloped property to the south
via bubble up structures or a hard pipe connection to the drainage system on Beach Road. '
It should be noted that the Village of Tequesta typically requires new develop�nent and
redevelopment to retain 95°fo af the runoff from a 25 year — 1 day storm event. Due to the .
geographic location of the project site being located on the Barrier Island and elevated
significantly higher than the adjacent properties, this regulation should not apply to this site as
there will be no adverse impacts to any Village stormwater management system or any aff-site
properties. The proposed stonnwater management system will be an overall improvement to
water qua2ity treatment and stonnwater runoff from this site.
Preliminary Surface Water Management Svstem Calculations
The drainage area associated with the redevelopment o�the site is 1.32 acres which is the area ;
east of Beach Road and west of the existing dune line. The existing site is currently developed
with 0.96 acres of impervious area generating 1.23 acre-feet of runoff during the 25 year — 72
hour design event (13.5 inches of rainfall), The proposed site plan contains 2.00 acre of
impervious area that would generate 1.26 acre-feet of runoff during the 25 year—72 hour storm
event. The proposed drainage system will be designed to provide 0.21 acr�feet of water quality
treatment which will be retained within a proposed exfiltration trench system. Therefore, there
will be an overall reduction in runoff generated from the 25 year—72 hour design event.
Existing Site Runoff(ac-ftj 1.23 ;
Proposed Site Runoff(ac-ft) 1.26
Proposed Water Quality Treatment(ac-ft) 0.21
Net Runoff(ac-ft} (-)0.18
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KESHA t�ARZ&ASSOCIATES,INC. ;
711 North Dixie Highway,Suite 200 ,
West Palm Beach,Florida 33401 ` �I����
phone:(561)689-8600
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Project Name:Blowing Rocks Condominium �
Project Number:17-1179
EXFILTRATION TRENCH DESIGN CALCULATIONS
TRENCH CROSS SECTION
OVERFLOW EL= 6.D0 FT
�_ TOP OF
TRENCH= 4.00 FT
P1PE SIZE= 18"PERF, HDPE
H2= '
5.00 PIPE '
� INVERT= 1.00 FT
BOTTOM OF
'� TRENCH= -1.04 FT
TRENCH WIDTH{FT)_
� 8.0 �
�- WATER TABLE
ELEVATION= 1.00 FT �
DESIGN CHARACTERISTICS
1. Exfiltration Trench Depth {FTj 5.00
2.Saturated Trench Depth,Ds (Fl) 2.d0
3.Un-Saturated Trench Depth, Du (FT) 3.00
4. Exfiltration Trench Width,W {FT) 8.0
5. Head ac#ing on Trench,H2 (FT) 5.00
B. Factor of Safety 2.00
7.Hyd.Conductivity, K (CFS/FT.SQ:FT. HEAD) 2.84E-04
Vwq= REQUIREQ WATER QUALITY VOL.(AC-IN) 2.520
Vadd= ADDITIONAL STORAGE VOL.(AC-IN) 0.000
%WQ= 50%
L= REQUIRED�ENGTH 4F TRENCN{FT): 95.82
PROPOSED LENGTH OF TRENCH(FT): _100
PROPOSED VOL.TO BE TREATED(AGFl): 0.219
PERCENT OF REQUIRED PROVIDED: 904.4°l0
L=(F.S.*{(%WQ*Vwq)+Vadd))/{K*(H2*W+2"H2*Du)-(Du"2)+(2*H2*Ds)+(,4Q0139*W"Du))
COMMENTS:
" THIS IS CONSIDERED DRY PRETREATMENT
* REFERENCE: Environmental Resource Permit Information Manual Ver.2014
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Keshavarz&Associates, Inc.
Certificate of Authorization No.4897
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; Transportation Consultants
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i 2005 Vista Parkway,Suite 111
West Palm Beach,FL 33411-6700
{561)296-9698 Fax(561)684-6336
; Certificate of Authorization Number: 7989
March 13, 2018
Mr. Quazi Bari, P.E.
Palm Beach County Traffic Division
2300 North Jog Road, 3`d Floor
West Palm Beach, FL 33411-3745
Re: Blowing Rocks Condos-#PTC17-068
Concurrency Statement
Dear Mr. Bari:
The purpose of khis letter is to provide a traffic statement for the above referenced project to
determine if the proposed development meets the requirements of Article 12, Traffic Performance
Standards, of the Palm Beach County (PBC) Unified Land Development Code (ULDC). The site is
located on the east side of SR A1A (Beach Road), in the Village of Tequesta. It is proposed to
devefop 21 multi-family condominium units. The site is currentiy vested with one single family home
and 10 rnulti-family condo units.
The proposed project will utilize one driveway with full access to SR A1A (Beach Road) for the
residential units. There is one proposed driveway with access to SR A1A for the service entrance.
The Property Control Numbers are provided on Attachment 1. Buildout of this project is estimated
to be 2020.
Attachment 2 provides the Daily and Peak Hour trip generation for the existing and proposed uses.
Since the proposed project has a net trip generation of fewer than 20 peak hour trips, a traffic study
is not required. The project has an insignificant impact on area roadways. Therefore the praposed
project is in compliance with Palm Seach County Traffic Performance Standards.
Please contact me if you have any questions.
Sincerely,
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Lind�,jit��c#�le ,����i,�� .. �
Flo��t���►"�r�Qb'.�,9
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LetterBari 17-068 92-13-�� Pind¢r Troutman tvnwlting, Inc.
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AITACHMENT 1
PARCEL CONTROL NUMBERS
60-43-40-30-21-001-0000
60-43-40-30-21-000-0010
60-43-40-30-13-000-10i 0
60-43-40-30-13-000-1020
60-43-40-30-13-000-1030
60-43-4Q-30-13-OUO-1 Q40
60-43-40-30-13-000-1050
60-43-40-30-13-000-2010
60-43-40-30-13-U00-2020
60-43-40-30-13-000-2030
b0-43-40-30-13-000-2040
60-43-4Q-3Q-i 3-OOQ-2050
Letter Bari 7T-068 11-13-17
3/13/2018
Tripgen 17-068 12-7-17
Attachment 2
Blowing Rocks Condos
Trip Generation
Daily
Existin
ITE New
Land Use Code Intensi Trip Generation Rate(1) Tri s
Sin le Famil Residen6al 210 1 DU 10/DU 10
Residential Condos 230 10 DUs 6.65/DU 67
TOTALS 77
Pro osed
ITE New
Land Use Code Intensi Tri Generation Rate(1) Tri s
Residential Condos 230 21 DUs 6.65 /DU 740
TOTALS 140
Net Tri s b3
AM Peak Hour
Existin
ITE New Tri s
Land Use Code Intensi Tri Generation Rate(1) In Out Tri s
Sin (e Famil Residential 210 1 DU 0.75 /DU(25/75) - 1 1
Residential Condos 230 10 DUs Ln(T) =0.80Ln(�+0.26(17/83) 1 7 8
TOTALS 1 8 9
Pro osed
ITE New Tri s
Land Use Code tntensi Tri Generation Rate(1) In Out Tri s
Residential Condos 230 21 DUs Ln(T) =0.80Ln tX)+0.26 t77/83) 3 72 15
TOTALS 3 12 15
Net Tri s 2 4 6
PM Peak Hour
Existin
ITE New Tri s
Land Use Code Intensi Tri Generation Rate(1) In Out Tri s
Sin le Famil Residential 210 1 DU Ln(�=0.90Ln(X)+0.51 (63/37) 1 1 2
Residential Condos 230 10 DUs Ln(� =0,821n{?�+0.32(67/33) 6 3 9
TOTALS 7 4 11
Pro osed
ITE New Tri s
Land Use Code Intensi Tri Generation Rate(9) In Out Tri s
Residential Condos 230 21 DUs Ln(1) =0.82Ln(�+0.32 ib7/33) 11 6 17
TOTALS 11 6 17
Net Tri s 4 2 6
t1)Source:Palm Beach County and Institute of Transportation Engineers(ITE),Trip Generation,9th Edition