HomeMy WebLinkAboutDocumentation_Planning and Zoning_Tab 05_03/19/2015 . �
VI LLAG E OF TEQU ESTA
� Department of Community Development
� _
Staff Report — Planning and Zoning Advisory Board Public Hearing — 03-19-15
1. PETITION: SPR 01-15
Site Plan Review Application
APPLICANT: Gentile, Glas, Holloway, O'Mahoney & Associates, Inc.
1907 Commerce Lane, Suite 101, Jupiter, FL 33458
OWNER: MGA Tequesta, LLC
818 US Hwy 1, Suite 2, North Palm Beach, FL 33408
REQUEST: Site plan review application to build 16 dwelling units in three (3) two-story multifamily
buildings in the R-2 zoning district. The application includes a proposed landscape plan,
directional and building identification signs, and two (2) entry monument signs.
LOCATION: 3754 County Line Road ; 3764 County Line Road ; and 3774 County Line Road
Tequesta, FL 33469
2. PETITION FACTS
a. Total Gross Site Area: 66,942 Sq. Ft. (1.54 Acres)
b. Total Building Footprint Area: 21,033 Sq. Ft.
c. Building A: 15,522 SF; Building B: 15,522 SF; Building C: 14,814 SF. TOTAL= 45,858 SF
Pool House: 186 SF
d. Land Use and Zoning:
EXISTING LAND USE FUTURE LAND USE ZONING
SUBJECT PROPERTY Single Family Dwelling MD Medium Density R-2 Multiple Family
5.4-12.0 dwelling Dwelling
units per acre
NORTH
County Line Road Martin County Martin County Martin County
SOUTH Unincorporated Palm Unincorporated Palm Unincorporated
Unincorporated Palm Beach Beach County Beach County Palm Beach County
County
MD Medium Density MD Medium Density R-2
Casa del Sol 5.4 — 12.0 dwelling 5.4 — 12.0 dwelling Multiple Family
units per acre units per acre Dwelling
EAST MD Medium Density MD Medium Density R-2 Multiple Family
Casa del Sol 5.4 — 12.0 dwelling 5.4 — 12.0 dwelling Dwelling
units per acre units per acre
WEST Unincorporated Palm Unincorporated Palm Unincorporated
Unincorporated Palm Beach Beach County Beach County Palm Beach County
County
1
Department of Community Development - Staff Report - Bella Villaggio — Planning and Zoning Board 3.19.15
3. STAFF REVIEW AND ANALYSIS
The initial site plan review was conducted based on documents submitted by applicant on December 18,
2014. The Development Review Committee (DRC) met on January 7, 2015. The Applicant re-submitted
the site plan review application to comply with DRC comments (Final Re-submittal: March 2, 2015).
ZONING REVIEW
R-2 Multiple Family REQUIRED BY CODE PROPOSED COMMENTS
Dwelling District
Density Medium Density 1.54 Acres - 16 Units In compliance with Code
5.4 — 12.0 dwelling units per Density:10.40 dwellings
acre. Max: 18 dwelling units. per acre.
Minimum Lot Size 10,000 sq ft for first 2 Lot Size: 66,942 sq. ft. In compliance with Code
multifamily dwelling units plus
3,356 sq ft for each additional
dwelling unit not to exceed a
maximum density of 12
dwelling units per gross acre.
Per code minimum lot size:
56,984 sq. ft.
Minimum Lot Width 80 ft 225.26 ft In compliance with Code
Minimum Living 1,100 sq. ft. for first 2 16 three (3) bedroom In compliance with Code
Area bedrooms plus 225 sq. ft. for dwelling units.
each additional bedroom. Min. 2,386 sq ft
Min 1,325 sq ft for a 3 Max: 3,207 sq ft
bedroom dwelling.
Setbacks
Front Yard 25' 25' In compliance with Code
Rear Yard 20' for main building Main: 20 ft In compliance with Code
10' for accessory building or Accessory: 93 ft
structure (pool house)
Side Yard - East 7%' main and accessory Accessory: 7%' In compliance with Code
Main: 14.2'
Side Yard- West 7%' main and accessory 17' In compliance with Code
Lot Coverage Max 37% 34.1% In compliance with Code
24,768 sq ft 22,851 sq ft
Building Height 2 stories/30' main building or Buildings A& B: In compliance with Code
structure 28'-9"
Building C: 27'-8" In compliance with Code
1 story/15' for any accessory
building or structure Pool House: 13' In compliance with Code
2
Department of Community Development - Staff Report - Bella Villaggio — Planning and Zoning Board 3.19.15
R-2 Multiple Family REQUIRED BY CODE PROPOSED COMMENTS
Dwelling District
Parking Sec. 78-705 (8) (c) Multiple- 32 in garage spaces Number of parking spaces
family: Two spaces per 2 pool house/guest in compliance with Code.
dwelling unit. 32 parking spaces (1 ADA)
spaces.
Landscape Open Min 30% 33.5% In compliance with Code
Space 20,083 sq ft 22,432 sq ft
Pool House Facility Height: 1 story/15 ft 1 STORY 13' HIGH In compliance with Code
186 SF (pool house)+ 260
SF (wood trellis)
Swimming Pool Rear Setback: 7' Rear Setback: 33' 8" Setbacks: In compliance
Side Setback: 4%' Side Setback: 13 4"' with Code.
Provide child resistant barrier. Barrier provided.
Lights to be located to reflect Bollard lighting around
away from adjoining premises. pool perimeter
Walls/Fences Not to extend forward of front Perimeter wall height 6' In compliance with Code
of building & not to exceed 6' Interior privacy wall
in height height 4'
Sidewalks Per Sec. 78-331 (h) 7., County Line Rd sidewalk County Line Road
pedestrian walkways must be 6' wide. sidewalk: In compliance
a minimum of 5' wide, parallel Interior sidewalk is 4' with Code. 4' interior
to roadways and a min of 4' wide. sidewalk to remain- in
from edge of roadway. compliance with ADA.
Main Access One way: Min 15 ft One way: 15 ft. In compliance with Code
driveway Two way: Min 25 ft Two way: Min 25 ft
Signage
The application includes two (2) entry monument signs. Both are in compliance with Sec. 78-743 (b)
Subdivisions and Development signs. See rendering providing the following information: material, color, and
lettering. The application also includes building and unit identification signs. See architectural drawings for
location.
Development Phases
Infrastructure will be developed in one phase. Buildings will be build one at a time according to market
demand. The proposed development will be 'fee simple" townhomes.
Environmental Impact Assessment
Division 2, Sec. 78-331 (n) "All proposed new development and major redevelopment, as part of the site plan
review and subdivision review process, shall submit a drainag%nvironmental statement describing how the
proposed development will affect the estuarine water quality of the class lll water 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 ll, sensitive lands".
Environmental Assessment provided by Applicant was reviewed by Village environmental consultant Mr.
Phillip Jimrusti, Phillip R. Jimrusti & Associates, Inc. See attached review letter.
Common Facilities Maintenance Statement
Division 2, Sec. 78-3313 (a) (6) "If common facilities are to be provided for the development (such as
recreation areas o structures common open space, etc.J 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
3
Department of Community Development - Staff Report - Bella Villaggio — Planning and Zoning Board 3.19.15
providing adequate guarantee to the village that such common facilities will not become a future liability for
the Village. "
See Applicant's Statement of Use "The development will have on-site recreation amenities including a
swimming pool, restroom facility, walkways and open space/landscaping that will minimize impacts to the
Village's recreation facilities. The developer will be responsible for the maintenance of these facilities and will
not become a future liability for the Village. The Homeowners Documents will address this issue".
Recyclable Materials Storage Plan
Division 2, Sec. 78-301. Recyclable materials facilities for multifamily dwelling units (7) ';4lternative
compliance. Applicants shall be entitled to demonstrate that recyclable material storage space needs can be
effectively met through an alternative recyclable materials collection and storage plan. An alternative plan
shall be reviewed by the solid waste authority, the village's franchise service provider and the village, and, if
approved, shall be substituted for a recyclable materials storage and collection plan meeting the express
collection and storage area requirements and standards of this section".
See Applicant's Statement of Use "Alternative recyclable material storage space needs will be effectively met
through an alternative recyclable materials collection and storage plan." See attached approval e-mail from
Mr. Jeff Sabin, Waste Management, Government Affairs Manager "Curbside collection using the SWA �2-14
gallon) bins per residence is fine".
Comprehensive Plan
Per Division 2, Sec. 78-333 (18), subject application is consistent with the goals, objectives and other
provisions of the Comprehensive Plan. See Applicant's Statement of Use
Level of Service
Per Division2, Sec. 78-331, applicant provided a statement to indicate "how the proposed development
meets or exceeds Level of Service standards". See Applicant's Statement of Use.
Agency Approvals
Per Division 2, Sec. 78-331 (g), the Applicant provided agencies and approval statements. See attached
approval letters and Applicant Statement of Use.
LANDSCAPE REVIEW
See attached letter from Village consulting landscape architect, Mr. Steve Parker, ASLA, Parker & Yannette
Design Group.
TRAFFIC ENGINEERING REVIEW
See attached letter from Village consulting traffic engineer, Mr. Trent Ebersole, P.E. McMahon Transportation
Engineers & planners. See also attached Palm Beach County Traffic Performance Standard Review letter.
DRAINAGE AND WATER REVIEW
See attached letter from Village consulting civil engineer Mr. Tom Jensen, PE, Arcadis.
BUILDING REVIEW
Village of Tequesta's Building Official Mr. Timothy English, as member of the Development Review
Committee, provided comments that were responded to by the Applicant. Further review will be conducted
at the time of Building Permit application.
4
Department of Community Development - Staff Report - Bel�a Villaggio — Planning and Zoning Board 3.19.15
LAW ENFORCEMENT REVIEW
Village of Tequesta's Chief Rick Ricciardi, as member of the Development Review Committee, provided
comments that were responded to by the Applicant.
FIRE SAFETY REVIEW
Village of Tequesta's Chief James Weinand, as member of the Development Review Committee, provided
comments that were responded to by the Applicant.
4. FINAL REMARKS
1. This development application met the requirements set on Section 78-334 notice of hearing. The notice of
hearing was advertised on March 9, 2015.
2. Sample finished materials and color board provided.
3. Subject property requires Unity of Title and re-plat according to the current site plan application. Staff has
provided the Applicant with Code information regarding "Article II. Procedure for Plat Approval".
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Department of Community Development - Staff Report - Bella Villaggio — Planning and Zoning Board 3.19.15
�`� �RCAD 1 S
ARCADIS U.S., Inc.
lnfrastructure, environmen� buildings zos� v�� ��Y
4Va51 Paim Beadi
Fiorfda 33411
Tei 561.687.7000
Denise Pennell �xae ?.897.775'!
Department of Comrr�uniry Devefopment �.�a�:.�,s.com
Vllage of Tequesta
345 Tequesta Drive
Tequesta, FL 334fi9
WATER RESOURCES
SubJect
Bella Villagio Engineering Re�iew
oe�:
Dear Ms. Penneil: March 12, 2015
This letter is our cor�firmation that we have coordinated with Simmons & White, the c«,�a:
Project Engineer for the above, regarding the engiReering comments made to the Thomas C. Jensen, PE
plar�s submitted to the Vitlage of Tequesta fo� the Bella Viilagio project. The
oomments dated March 2, 2�15 were discussed with the project engineer and Phone:
561.697.70�65
revisions were submitted to our office via email on March 9, 2015. All comments
necessary for the Planning and Zoning Board Meeting on March 19, 2015 have been �„�:
addressed. Arzy additianal comments shall be addressed prior to the final submittal of Tom.jensen�arc:adis-us.com
this project to the Village_
ax.ee
RF045106.00�0
If you have any questions, please don't hesitate to oontact us.
Florida Ltcanse Numbers
Slnce�ely, Englneering
EB00007917
Geoloqr
ARCAQIS U.S., Inc. �B�
�-�/�%��' Larzdscape Architecture
LC26000269
� Surveying
Thom C. Jensen, P.E. �B�osz
Vice ident
Imagine the result
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MEMORANDUM
TO: Nilsa Zacarias, AICP
Denise Pennell
Village of Tequesta - Department of Community Development
FROM: Stephen J. Parker, ASLA - Parker-Yannette Design Group, Inc.
DATE: March 1 l, 201 �
RE: BELLA VILLAGGIO
I have reviewed the revised Landscape Plans for Bella Villaggio, County Line Road, as prepared
by Gentile, Glas, Holloway, O'Mahoney and Associates dated March 9, 2015, and find all of the
comments have been addressed and the plan to be acceptable as submitted.
Sincerely,
�
Stephe Parker LA
SJP/cly
L�\D�C.-�PE .aRCNI ��EC� 1 l kF . 1'La�\fV�G s(;fl:�l'HIC�S
- _ _ __ . _ _ - ---- - --- --- ------- -- -
R?5 South l'.S. lli�h���a} Une Suite ?�0 Jupn�r. I�lori�a =?�77 ��,1 �7=t7-�069 Li�. ;tI.C'-I)OO(1?97
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Phillip R . Jimrusti & Associates, Inc.
� ;� Ecological Engineers
�� `�� F.nvironmental Consultants
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��" 4085 S.W. Hoiiey Terrace • Palm City, F'lorida 34990
Phc�ne: 954-370-8870 � Fax: '7i2-781- 3i90
As �`ature Iratended
Febnzary l 8, 2� 1_5
Nilsa Zaearias
Community Development Director
Vil�age of Tequesta
34� Tequesta Drive
Tequesta, Florida 33469
Re: Review of Environmental Assessment Report
Deat Nilsa:
VJe h�3ve exanlined the documentation that �v�as provided in the Environmenial Assessment
Report for the "Bella Villa�gio" proposed multi-family resic�ence project for compliance with the
Villa�e of Tequesta land development codes. �I'he parcel is comprised of partially developed land
in Section 30, Township 40 So�rth, Range 4; East, Tequesta, Florida. The property is bordered
on the north by Cotulty Line Road, on the west and sout� by residential development and on the
east byT a multi-fa.iniiy residential development.
Villa�e Of Tequesta Code of Ordinances - Sec. 331n — Chapter 50
The Environniental Assessment Report is complete in revie��in� the environmentally sensitive
lauds but does ti�t address tk�e storm water tnanage�nent aspect of the site developrnent. This
issue must be res�lved with a separate report prepared by an Engineer.
The description of the soils, vecetation, listed species and wetlands appear ta be acc«rate based
on the stapplied aerial photos and otller docusnentation. An on-site examination was not
conclucted by this Consultant. The signature of the aerial photo indicates that there are no �-isible
native communities �hat should be preseived. 'I'he EnviroruTaetttal Assessment Report appears to
be ii� full compliance with the Vi11a ;e (7f Tequest.a Cade oF Ordznances for environmentally
sensitive lands.
Sincerely,
l r • ' L - �.._.�
Phillip R. Jirnrusti
�'resic�ent
�1Vt�MAH�N ,���«H�vA�S�,��A�rES.����.
5500 Villa�e Boulevard I Suite 103 � West Patm Beach, FL 33407
� � � p 561-840-8650 I f 561-840-8590
mcmahonassociates.com
PRINCLPALS
Joseph UJ. McMahon, P.E.
!nseph J. DF�antfs, P.E., PTOE
TECHNICAL MEMORANDUM John S. DePalma
Witlfam T. Steffens
Cas?y A. Moore, P.E.
Gary R. McNaughton, P.E., PTOE
TO: Nilsa Zacarias, AICP .�s5°��ATE'
John J. Mitchell, P.E.
Ul��d�Te Of TeC�LIeStc� Christopher J. Williams, P.E.
R. Trent Ebersole, P.E.
Ma[thew M. Kozsuch, P.E.
CC: Natalia T. Lercari, P.E., LEED Maureen Chlebek, P.E.
McMahon Associates, Inc.
FROM: R. Trent Ebersole, P.E.
McMahon Associates, Inc.
SUBJECT: Bella Villagio Traffic Impact Study Review
McMahon Project No. M11172.06
DATE: January 7, 2015
McMahon Associates, Inc (McMahon) has completed a review of the °Insignificant Traffic Impact
Statement" prepared for MGA Tequesta, LLC by Simmons and White, dated December 3, 2014. The
site development �lan prepared by Gentile Glas Hollowa}� O'Mahoney & Associates, dated Deceinber
18, 2014 was also revie�n�ed with regard to traffic issties. The following comments are provided:
Traffic Statement
McMahon agrees with the methodology of the Traffic Statement and finds it consistent �vith Palm
Beach County criteri�. The trips ge�lerated by ]6 to�vnhomes will have an insignificant impact on
Countv Line Road.
Site Development Plan
McMahon finds the dimensions of entryways, drive aisles to be sufficient The sidewalk and curb ramp
appear to provide adequate pedestrian accessibility.
In summary, McMahon finds the applicant's subinittal to be adequate from a traffic perspective.
RTE/hsv
F:AFL\11172M_ViIl��ge�tTequestaTr<3�ZSpurtationS�rvic�s\ I I 172M_Uh_E3ellaVillagiu_Revi�w\TechMemo_010717.doc
Corporate Headquarters: Fort Washington, Pennsylvania
Serving the East Coast from 13 offices throughout New En�land, the Mid-Atlantic, and Florida
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�LoRY9A December 30, 2014
Ms. Nilsa Zacarias, Planner
Village of Tequesta .
Deparcment of Engineerlag i 345 T@qU@S�8 Q�IV@
ar�d PabBc Works , Tequesta, FL 33469
Po. aox zizz9 RE: Bella Villagio
West Paim Beach, Fl. 33416 1229 Project #:141205
csei� ssa-a000 TRAFFIC PERFORMANCE STANDARDS REVIEW
F:1X (561) 684-0050 � Dear Ms. Zacarias�
www pbcgovcom
' The Palm Beach County Tra�'ic Division has reviewed the Vaffic statement for the
proposed residential p�oject entided; BeEla Villagio, pursuant to the Tra�c Performance
� Standards in Article 12 of the Palm Beach County Land Develo�unent Cade. The project
is summarized as follows:
I Location: South side of County Line Road, west of EJS-1.
Palm Beach County Municipality: Village of Tequesta
soard oF county p(,`N #: 60-03-40-30-00-000-3050, 60-43-40-30-d0-000-3040,
Commissioners
saa3-ao-ao-oaao � -ooaa.
Shelley Vana. Mayor , Existing Uses: 3 SF Residen�al Units
New P�oposal: 16 MF Residen6al 'fawnhomes
Mary Lou Berger. Vice Ma}ror New Datly Trips• 106
Hal R. Va[eche New PH Trips: 12 AM and 13 PM
Build-Oat: Year Enc! 2019
Paulene Burdick
Based on our review, the Traffic Division has determined the proposed residential
Steven L. Abrams development meets the Tra�c Performance Standards of Palm Beach County. Please
hieussa M�x;,,iay note the receipt oi a Traffic Performance Standards (TPS) app�oval letter does not
constitute the review and issuance of a Palm Beach County Right-of-Way {R/W)
Pr��uia n. r�y�o� ConsVuction Permit nor dces it eliminate any requirements that may be deemed as site
related. For work within Palm Beach County R/W, a detailed review of the projectwill be
provided upon submittal for a R/W permit application. The project is required to comply
' with all Palm Beach County standards and may include R/IW dedicadon.
County Adrnialstrator ', No building permits are to be issued by the Village after the build-out date specified
above. The County traffic concunency app�oval is subject to the Project Aggregation
Robert Weisman Rules set forth in the Traffic Perfarmance Standards Ordinance. If you have any
questions regarding this determination, pfease contact me at 684-4030 a� send me an e-
mail to matefi bo av_com.
i
Since�ely,
i �" � ) �
Masoud Atefi - CE
j TPS Admi�istrat r, Muni ' alities - Traffic Engineering Division
MA:sr
� cc- Bryan Ke1ley P6., - Simmons 8 Wnile Inc.
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VILLAGE OF TEQ[�ESTA Ck. # �
Planning and Zoning Department Rec Z,',�
345 Tequesta Drive Date: /Z �
'"'" Tequesta, FL �3469 � ' �
�,
�
Phone: 561.768.0451
Fax: 56] .768.Ub98
APPLIGATT0111 FOR SYT'E Pi,AN REVIEW
DRC �
PLANNING & Z0111ING BOARD �
VILLAGE �OUNCIL +�
PROJECT # ��� � � � I S
PROJECT P►IAME Bella Villaggio
PROJECT ADDRESS 3754, 3764 and 3774 County Line Road (on ce platted the New address- 3770 County Line Road)
Estimated Pr�ject Cost• $7.1 million
AppLtcant Nseme: M. Troy Holloway - Gentile Glas Holloway O'Mahoney & Associates, Inc.
Applicant's Address: �a 2GH0 1907 Commerce Lane Suite 101 Jupiter FL 33458
Applicant's Pbone No.: 561-575-9557 g� N a.: 561-575-5260 �ma11 Addres�• Troy@2gho.com �
Pravdde written ap,proval fi�om rhe pr�ope� owner, .�other than the �qplicar�t.
Property Owner's Name: �GA Tequesta, LLC
P�roperty Owner's Address• 818 US Highway One, Suite 2 North Palm Beach, FL 33408
Property Uwner's Phone No.: 800-305-9578 F�x No.: E-mr�il Address: ���"�ap almbeach.com
DESCRIPTION OF WORK: Site Plan Review to build 16 dwelling uni ts in 3 iwo-story multi-family buildings.
The application inlcudes a propo landscape plan; direction a n d b uilding identification signs; and two ;
2 monument signs.
All construction, additions, and/or alterations within the Vil�age, except in districts R-lA �and R-i; must be
reviewed by the Planning & Zoning Advisory Board. The Plaiuung & Zoning Advisory Boacd meets the
thtrd �'fiursday of every mnnth at 5:30 p.m., �s ne�c3d in the Village �Iall Council Chambers, 345 Tcquesta
Drive. The applicant wil] be info�med by lettea� of their schedul� meeting date.
The Planning and Zoning Advisory Baard shall have general au�hority as outlin.ed in 5e+c. 22.53. Powers and
dutie�. After review and recommendation by the Plamring & Zflning Advisory Board, applic;a�ians �►ill be
heard by the Village Council for final approval. After approval by the Village Cnumcil, a building perimit can �
be issued by the Building Department. �
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A. STATEMENT OF OWNERSHIP See attached statement of use to address the following
B. STATEMENT OF INTENDED USE residential townhome units
C. STATEMENT OF COMPLIANCE WITH COMP PLAN & CONCURItENCY REQUIREMENTS;
See attached justification statement see attached statement
D. STATEMEATTS OF PRELIMINARY REVIEW BY OTHER AGENCIES:
E. GEN$RAL LOCATION MAP shown on site plan
F. suxyEY see survey included with this submittal
c. ErrvmoN�T��. nviPACT,�►iv,a►i,YSisisTUnY: no environmentally protected a reas.
H. TREE SURVEY N/A
I: SITE PLAN:
1. ARCHITECT ENGINEER-SURVEYOR-PL��I�TNER DEVELOPER A1'ChlteCt - K@Ily YBteS
Engineer - Simmons and White; Surveyor - Betsy Lindsay; Planner/LA - 2GH0
2. DETAILED DESCRIPTION:
(a) BOUNDARIES & TOPOGRAPHY: see survey and legal description - north Martin Co;
south - Cypress Manor; east - asa e o; wes - ypress anor
ro� E�(I$��g S'7`��'�: County Llne Road
(c) ADJACENT BUII.,DiNG &/OR STRUCTURES: residential develop
(d) ACt;ESS (INGRESS & �GRESS): �TOm County Line Road
(e) TRAFFIC IIt�PACT' STATEMENT: Insignificant Tra ffic for the development
(� TOTAL PAVING WITHIN PARKINO AREAS {Sa, FT', &%):
� oFF s�ET P,�cnvc�,or�nn�rc �as: no loading required for dev.
(h) TABULATION OF PARKING/LOADING SPACES: � p arking spaces �
I
�i) RECREATIQN FACII,ITIES & LOCATION: p ool and restroom facility at the south end
(j) SCREENS �i BUFFERS:
a buffer and wall have been provided surrounding the site. !
{k) xEFUSE CoLLEC�'�oN �as: there will be curb side pick up - no dumpster
c�� AVAILABII,ITY QF I9TILTTIES powER existing WA �,� existing
sEw�R existing �,EPHONE existing ���.�, existing �
�
FIRE Hl'D.RANTS Proposed fire hydrant to be located near the entrance �
(m) PROPOSED UTILTI'Y EASEMENTS OR GRANTS: p ropose easements have been shown t
�
(n) PROPOSED RIGHTS-OF-WAY N/A
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3. GROSS ACREAGE / ACRES & SQ. FT.: � . 54 acres
(a) TOTAL OPEN SPACE {SQ. FT &�ro): 22�432 S.f./33.5%
(b) TOTAL LOT COVERAGE (STRUCTURES) (SQ. FT. &%): 22 �851 s .f.�3�4. �%
(c) TOTAL LOT COVERAGE (IMPERVIOUS SUR�A,CE: ALL PAVII�IG, WALKWAYS,
PATIOS, DECKS, ETC �sQ. F r. &�ro�: 44, 510 s.f./66.5%
(d) LOT COVERAGE (GREEN AREAS ) (SQ. FT. & °/a)
1. WI1'HIN ALL PAVING AREAS: � �,268 S.f.
2. REMAINDER ALL AREAS: � � ,'� 64 s.f.
3. TpTAL LOT COVERAGE 22�432 s.f./33.5%
ce� UNITS PER ACRE allowable 12 du/ac - proposed 10.40 du/ac
(� TOTAL SQ. FT. AREA ALL BUILDINGS, ALL FLOORS s�e archltectural plans for complete s.f.
J. PRQPERTY & LANDSCAPE MAINTEAdAAiCE PROVISIp]VS (AGREEIv1ENT5 / SURVNABIi,ITY
BOIdDS): owner will have HOA documents prepareed
K. PRELIMINARY PLANS AS FOLLOWS:
1. STURM DRATNAGE Provided
2. SEWER LAYOUT Provided
3. WATER DISTR�UTION & SYSTEM LAYOUT (IIVCLUDING BACKFLOW PRBVENTER
LOCATIONS): P�OVIC�@CI
4. UNDERGROUND ELECTRIC LAYOUT (1NCLUDING TRANSFORMER LOCATIONS): �
existing and will be extended ,
S. TELE�HONE & CABLE UNDERGROUND LAYOUT (IATCLUDDVG ABOVE GROUND I
Ji1NCTION & DISTRIBUTTOAT BOX LOCATIONS): existing and will be extended I
. �
L. ARCHITECTURAL ELEVATIONS (ALL ORIENTATIONS) see architectural plans
M. BUILDING APPEA�iANCE & LANDSCAPI�rTG See landscape and architectural plans
N. SIGNS (PROP�S�D NUMBEIt, TYPE, S1ZE 8c LOCATiO�TS): 5, see plans for type, size and location $
�
O. PROPOSED TOPO('iRAPHIC CONSIDERATIONS (DREDGING, FII,LING, SLOPE, DRAINAGE �
PATTERNS, NATURAL VEGETATION, ACCESSIBILITY, RETAINING WALLS, BERMS, PRNACY I
WALLS AND/OR FENC�S) Proposed grades are provided on engineering �
�
plans (site plan and/or architect plans sf4ow walls, etc. �
�
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P. FLOODPLAIN MANAG�MENT CONSIDERATIONS:
1. ZONE DESIGNATION: C ,
2. BASE FLOOD ELEVATION: N/A
3. 26.0
3. PROPOSED FINISH FLOOR ELEVATION:
4. COASTAL HIGH HAZARD DESIGN CONSIDERATIQNS: N/A
Q. DEVELOPMENT STAGES (PHASES): N/A
R. LEVEL OF SERVICES [SEE CODESEC. 78-331(h)J
1. TRAFFI� �RUADS AND RIGHTS-OF-WAY) �nsignificant traffic trips J
2. SANITARY SEWER: meetS L ,
3. DRAIIJAGE: meets LOS
�. POTABLE WATER meets LOS
5. RECRP.ATION:
Permits and/or level afservfce documentation from all appldcahle ager�eies. Inclrtde a copy of the IeCterfdocument
with your application. Apply a page r�umher to the letter and indicate the page ma»ber in the spvt provided below
these were previously provided
1) 'Village of Tequesta Utilities Departm+ent
2) Village of Tequesta Engine�er
3} Loxahatchee River Environmental Control District (ENCON)
4) Palm Beach County Solid Waste Authority
5) Palm $eacb County Department of Environmental Resources Man�gement (DERM)
6) Palm Beach County Health Depariment
7) Palm B�,ac}� Trat�c Engineering Depardnent ;
8) Palm Beacb County School $oard ¢etter of Determination for School Concurrency)
9) Waste Management (Nichols �anitadon) �
10) South Florida Water Mer►agement Distriet (SFWMD)
l 1) Florida Power & Light
12) Florida Department of Transportafion
13j Florida Department of Environmental Prote.cdon
14) Comcast Cable Company N
15) AT&T Communications �
16) Others as may be applicabl�. �
4 �
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The applicant will submit to the Village of Tequesta Planning and Zoning Department the following
documents for Plannin$ Bc Zoning Advisory Board review, forty-ftve (45) days prior to the meeting
date:
1) For new construction or additions, Fifteen (1S) sefs of professionally prepared site plans showing
� (11 — 11 � 17 and 3 full size) all e�stang and proposed structures, setbacks, parking and loading
layout, ingress and egress, sidewalks and walkways, exteripr lighting layo�u� dimensions of street
frontages and property lines and all signage.
2) Fifteen (15) sets (1 I-11 X 17 and 3 full size) of Landscaping Plans in accordance with Village
of Tequesta Code of Qrdinances, Diuision N, Landscaping.
3) Fifteen (15) sets (1 ]— I 1 X 17 and 3 full size) of muld-dimensional color renderings and/or
photographs aze to be provid�. The Planning & Zc�ning Advisory Board nee�ls to see an exact
rendering of what is to be placed on the site. Color photographs or prints as close to the actual
colors to be used must �e svpplied. Since color printers often do not displ�y the conect colar, it
is recommended that samples of the paint chips, as well as a sample of the support materials {i.e.,
canvas, wood, metal, etc.) be provided.
4) One {1) disk containing application, documents and plans.
5) Any other docwnents that may help clarify the posi�ion of the applican�
M. Troy Holloway
APPLICAIVT NAME R1IVT)
AAPLICANT'S GN TURE
March 2, 2
n��
NOTE: All renderings, models, drawings, �hotos, etc., snbmitterl to the V�llage will become the
properiy of the Villag� of Tequesta.
To cover all additional administra6ve costs, actual ar anticipated, including, but not limited to, �
engineering f�s, consuitant fees and spe�ial studies, the applicant shall compensate the Village �'or ;
all such costs prior to the processing of the application or not later than tlurty (30) days after final !
application approval, wluchever is detenn�ined as appr priate by the Village.
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Signature c owled�e �
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Kimberly Seae�on �. � 9tamP 2. 3�.18
Suncmast Tifle
Sharoa B. 8ack. t�FBH � t�fpT�LLp
800 Village Square Ctossing, Suite 354 p� 1918 - 1919i (2pgs)
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o pretsers Parcel Idemification (Folio) Num�er: 60�3-40.30-40-000-3�40
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34983 h�ein to MGA Teqnesta, LI.C, a Florida I.lm[ted LiabWty Campany whose post offme
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that the Granto� heve good dght evd lawful aiahaairy to sell er� camey �id la�i, and ]rereby war�ant tha title m sa{d
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IN WITNF�S WHEREOF, fhe said C�anto�s have sig�cl end sealed these pr�ae�s 1he day aed yeaz 6rat above
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Bella Villaggio
Statement of Use - Site Plan Review
March 2, 2015
Reauest:
Gentile Glas Holloway O'Mahoney & Associates, Inc. as agent for the owners MGA
Tequesta LLC is requesting approval of a Site Plan Application to build a 16 unit townhome
development. The subject site is approximately 1.54 acres of land located at 3754, 3764
and 3774 County Line Road with a new address of 3770 County Line Road within the
Village of Tequesta.
His tOry:
The subject property was recently approved for an Annexation and Future Land Use
Amendment in the Village of Tequesta. The petitions were approved at the November 13,
2014 and December 11, 2014 Village Council Hearing. The Rezoning application was
heard at the December 11, 2014 Village Council. The Rezoning and Final Adoption was
approved on January 8, 2015. The subject site has existing buildings that are scheduled to
be demolished or burned by the Village of Tequesta Fire Department as a training exercise.
Request:
The proposed project will consist of 16 townhome units in 3 buildings. Buildings A and B will
consistent of 5 townhome units each with building C having 6 units. The townhome
buildings are being proposed at 2 stories and do not exceed 30'. Recreation amenities
include a swimming pool and restroom facility. The mailboxes will be at this location as well.
The proposed architecture is compatible with the existing Casa del Sol development to the
east and will offer a welcome change to the existing condition of this area. The site will
have amenities for the residents to enjoy which include a swimming pool with deck for
sunbathing, a restroom building for the convenient use of the residents, a BBQ grill area
and trellis for entertaining.
The proposed project will be built in one (1) phase and the order of construction will be
according to market demand.
Land Use/Zonin� Comuatibilitv:
The subject parcel has been annexed into the Village of Tequesta. As part of the
annexation the future land use has been changed to Village of Tequesta Medium Density
�_ 1907 Commerce Lane, Suite 101 { Jupiter, Florida 33458 � 561-575-9557 � 561-575-5260 Fax `www
,
f Bella Villaggio
Site Plan Application
March 2, 2015
Page 2
Residential; the zoning has also been changed to Village of Tequesta R-2 Multiple Family
Dwelling District. The following is a chart of Future Land Use, Zoning and Existing uses of
the subject property and surrounding areas:
EXISTING USE ZONING FLU
SUBJECT PROPERTY R-2 Medium Density Residential
Existing buildings to be �(Village of Tequesta)
demolished
NORTH Martin Coun Martin Coun
SOUTH
Casa de/ Sol R-2 Medium Density
C ress Manor Palm Beach Coun — RH Palm Beach Coun — HR-12
EAST
Casa de/ Sol R-2 Medium Densi
WEST
C ress Manor Palm Beach Coun — RH Palm Beach Coun - HR-12
Statement Of Comaliance With
The Comprehensive Plan & Concurrencv Reauirements
As stated above, the Bella Villaggio project is proposing a site plan for 3- 2 story townhouse
buildings with a total of 16 units.
The project is consistent with the Village's Comprehensive plan:
Policy: 1.1.2 — The Villa4e's Land Development ReQU/ations shall conform to, and
im,nlement, the use, densiiv and intensity standards as outlined on Tab/e FLU-1 be/ow:
Table FLU-1
— Maximum Density and Intensity - Medium Density Residential Land Use Designation of
12 du/ac. The project's density which is proposed to be 10.40 du/ac is within the
maximum density and is consistent with the density maximum as stipulated within the
Comprehensive Plan. Based on the acreage of the site — 1.54 acres the site could have
been developed with 18 units. The proposed 16 units on the subject site allows for
additional green space and a recreational area for the use of the residents.
Objective: 1.3.0 Prohibit land uses which are inconsistent with the community's character
and future /and uses.
— Policv 1.3.1— Throuqh the implementation of,olanned unit deve/opment, mixed-use and
other innovative requ/afions, encoura_qe the deve/opment of housinA tvpes within a
phvsical settinq that permit both comfortab/e and creative livin_q, while affordin_q both
privacv and sociabilitv - The project is compatible with the existing development to the
east of the subject site (Casa del Sol) and provides innovative design and creative living
while affording both privacy and sociability;
N:�Bella Villaggio -140602WpplipUons\Site Plan\Submittal Documents\3rd Resubmittal 03.02.2015Wdditlonal changes 03.09.2015\Statement of
Use.docx
� Bella Villaggio
Site Plan Application
March 2, 2015
Page 3
- Policy 1.3.4 - Ima/ement heiaht limitations in accordance with the Land Development
Requlations. The project meets the Land Development Regulations by not exceeding
the Building Height requirement of 30'. The buildings have been designed to accomplish
a British Isles style landscaping within the 30' height requirement with very attractive
architecture.
- Policy 1.3.6 - Require adepuate parkinQ, suitably arranQed and attractivelv landscaped,
in all develoaments. The project has provided the required parking spaces for the 16
units along with 2 additional guest spaces and a handicap space for a total of 34 parking
spaces. The development also provides lush landscaping to enhance the community.
- Policy 1.5.2 - The VillaQe shall ensure that public facilities and services meet adopted
levels of service, and are provided concurrent with deve/opment im,nacts. The project is
further consistent with the Comprehensive Plan, as well as the concurrency
requirements in that it is located within the urban senrice area of the Village and has all
the municipal services available including water, sewer, electrical power and other
utilities that are found in other developed areas of the Village. The project is within the
service area of the Village of Tequesta's police and fire rescue services.
- Policy 1.1.1 Transaortation Element - Provide safe and convenient on-site traffic flow
throuqh the ima/ementation of the parkin_p re_qu/ations in the land deve/opment
regulations. The project is consistent with this policy by providing on-site traffic flow the
required parking spaces including 2 guest spaces. The proposed development has an
Insignificant Traffic Statement because the development has low traffic volumes with
only 16 proposed units.
The project complies with Section 78-333(6) - The development will have on-site recreation
amenities including a swimming pool, restroom facility, walkways and open
space/landscaping that will minimize impacts to the Village's recreation facilities. The
developer will be responsible for the maintenance of these facilities and will not become a
future liability for the Village. The Homeowners Documents will address this issue.
The project complies with Section 78-301. Recyclable materials facilities for multi-family
dwelling units (7) "Alternative compliance" Alternative recyclable material storage space
needs will be effectively met through an altemative recyclable materials collection and
storage plan. Waste Management has approved curbside collection using the SWA. See
attached email from Jeff Sabin.
Level of Services Statements:
Per Division 2. Site Plan Review. Section 78-331 - Required; development
standards required facilities and infrastructure, the subject site plan review
application for Bella Villaggio meets or exceeds the following level of service
standards for the Village of Tequesta:
N:�Bella Vlllaggio -140602Wpplications\Site Plan\Submlttal Documents\3rd Resubmittal 03.02.2015WddlUonal changes 03.09.2015\Statement of
Use.docx
� Bella Villaggio
Site Plan Application
March 2, 2015
Page 4
1 TrafFic roads and ri hts-of-wa .
Roadway Type (LOS) Stand�rd (LOS) Peak
D '` except Country
Collector* C Club Drive and
Seabrook Road which
are C
Urban Minor Arterials C D
Princi al Arterials C D
Simmons and White, Inc. has included a traffic statement with the application that analyzes
if the proposed development of this parcel would create a significant impact on traffic in the
surrounding area. Based on their analysis, the proposed site will create an insignificant
impact on traffic and is in compliance with Palm Beach County's Traffic PerFormance
Standards.
U Sanitarv sewer. A central wastewater level of service standard of 108 gallons
per capita per dav is herebv adopted, and shall be used as the basis of
estimatinq the availabilitv of capacitv and demand aenerated bv a proposed
development proiect.
A gravity system will be provided via a connection to the manhole on the adjacent property
to the west. Coordination and permitting with ENCON are in progress for the application of
this project and a service availability letter has also been provided. The estimated demand
generated by this 16 unit development is 350 gpd/unit x 16 units = 5600 gpd. plus 50
gpd/bathroom x 2 bathrooms in the pool building = 100gpd for a total of 5700 gpd.
(3) Drainaqe. A public drainaQe facilities level of service standard of a 25-vear
freauencv, 24-hour duration storm event is herebv adopted, and shall be used as
the basis of estimatina the availabilitv of capacitv and demand uenerated bv a
proposed development proiect. As a aeneral drainaae requirement, each
proposed proiect and/or site must maintain 95 percent of all stormwater runoff
on-site.
See the attached Water Management Calculations.
(4) Potable water. The followinu potable water level of service standards are
herebv adopted and shall be used as the basis for estimatina the availabilitv of
facilitv capacitv and demand Qenerated bv a proposed development proiect:
a. Average day water consumption rate:
Residential 175 allons/ca ita/da
b. Maximum day water consumption including irrigation :
Residential 180 gallons/capita/day
Nonresidential 3,030 allons/acre/da
N:�Bella Villaggio -140602Wpplications\Slte Plan\Submittal Documents\3rd Resubmlttal 03.02.20151AddlUonal changes 03.09.2015\Statement of
Use.docx
� Bella Villaggio
Site Plan Application
March 2, 2015
Page 5
A service availability letter has been provided by Village of Tequesta. The estimated
demand generated by this 16 unit development is 350 gpd/unit x 16 units = 5600 gpd. plus
50 gpd/bathroom x 2 bathrooms in the pool building = 100gpd for a total of 5700 gpd.
The Sewer permit from PBC Health Department cannot be submitted until ENCON has
completed their permitting process and approved the sewer plans and signed the DEP
applications. The Water permit from PBC Health Department cannot be submitted until
Village of Tequesta has completed their permitting process and approved the water plans
and signed the DEP applications. These permits will be applied for according to that
process/time-line. We have been coordinating with ENCON on gravity sewer service and
have provided service availability letters to Village of Tequesta from ENCON and Village of
Tequesta Water.
A PBC ERM permit is not applicable for this site as there is no lake excavation/etc.
SFWMD permitting requirements will be complied with by an ERP General Permit for Small
Projects Self-Certification "10-2" Permit. Section 403.814(12) of the Florida Statutes grants
general permits for the construction, alteration and maintenance of a stormwater
management system serving a project that involves qualifying activities in uplands having
less than 10 acres of total project area and less than finro acres of impenrious surFace. This
general permit requires submittal of an "electronic self-certification" within 30 days after
construction begins. A copy will be provided to Village of Tequesta at that time.
Architecture:
The Townhomes are designed in a British West Indies style, a style native to the British
Islands of the Caribbean and a natural fit for the South Florida Climate. Elements indicative
of the British West Indies style evident in the design are: Metal roofing featuring a double
pitch element with extensive overhangs and wood outriggers. The townhomes feature
distinct West Indies elements including Large Roof Decks with Open Trellis work, Verandas
defined by columns, louvers and detailed railings, Large divided lite windows with Shutters
and French Doors. The exteriors offer smooth light colored stucco with a
generous watertable on the ground level and lap siding on the second floor. Other design
elements include the use of oversized wood bracket accents, Dormers and cantilevered
balconies.
The cabana is in the same architectural style and features a trellis and restrooms. The
square footage on the architectural plans reflect the dimensions of the pool house and
trellis area together. The site plan show the lot coverage of the pool house at 206 s.f. which
is the area of the building alone and does not consider the trellis as part of the lot coverage.
Conclusion �
N:\Bella Vllagglo -140602�Applications\Site Plan\Submlttal Documents\3rd Resubmlttal 03.02.2015Wdditlonal changes 03.09.2015\Statement of
Use.docx
� Bella Villaggio
Site Plan Application
March 2, 2015
Page 6
On behalf of the applicant, Gentile Glas Holloway O'Mahoney & Associates, Inc.
respectFully request approval of this application. The Project Managers at Gentile Glas
Holloway O'Mahoney & A�sociates, Inc. are Troy Holloway and Pat Lentini.
N:�Bella Villaggio -140602Wpplications\Site Plan\Submittal Documents\3rd Resubmittal 03.02.2015�AddiUonal changes 03.09.2015�Statement of
Use.docx
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March 2, 2015
Nilsa Zacarias
Department of Community Development
�Ilage of Tequesta �
345 Tequesta Drive
Tequesta, FL 334G9
RE: BELLA VILLAGGIO — RESPONSE TO DRC COMMENTS �
Dear Ms. Zacarias:
Please accept this letter and the revised documents to address the DRC comments that we
received. Please note the responses are in bold italics.
3. STAFF REVIEW
The site plan review was conducted based on documents submitted by applicant on December 98,
2014. The Development Review Committee met on January 7, 2095. Please see folloviring
comments:
A. ZONING REVIEW (table)
Not In Comaliance:
1. Lot Coverage — Inconsistent Data — Review site plan — proposed total impenrious is missing
information.
Response: The data has been revised.
2. Building Height — Inconsistency befinreen architectural drawings and site plan data.
Response: The building height h�s been corrected to indic�te the max. bldg. height
proposed.
3. Landsc�pe Open Space — inconsistent data. Review site plan, proposed total impenrious plus
proposed open space does not equal total lot area.
Response: The data has been revised.
4. Pool House Facility — provide lighting at mailbox area.
Response: Pool house lighting has been indicated on the architectural plans.
5. Swimming Pool — provide swimming pool setbacks.
Response: Additional pool setbacks have been provided.
6. Walls/Fences — provide proposed �nrall color.
Response: The wall cclor has be�n indicated on the detail.
7. Screening/location of AC, mechanical, pool equipment. No setback provided; interior landscape
screening on 3 sides provided; no opaque screen gate at north side indicated on site, landscape
or engineering. No detail provided.
��,'m'.�"-.� 7907 Commerce Lane, Suite 101 j Jupiter, Florida 33458 561-575-9557 ;561-575-5260 Fax iwww
g Bella �Ilaggio — Response Letter
March 2, 2015
Page 2 �
Response: Please note that the lift station has been eliminated, and gravity sewer '
service will be utilized with a connection on the adjacent property to the west, as per
ENCON's preference.
SP-1 Review Comments:
1. Revise site data: landsc�pe open space 22,967 sq. ft. + total impervious 44,509 sq. ft= 67,476 sq.
ft- Total site area is 66,942 sq. ft.
Response: The data has been corrected.
2. Provide each building foot print data, inciuding pool house.
Response: Data has been provided for each building.
3. Add pool house square footage to site data calculations.
Response: The pool house data has been added.
4. Review parking: provided number of spaces to total 34 parking spaces. If driveways are parking
spaces they need to comply with Code parking dimensions.
Response: The parking data has been revised.
5. Site data provided in full size copy is Not the same as the site data provided in the 11x17 copy.
They are fin�o different sets.
Response: Both plan sizes now match.
6. Provide setback dimension for pool equipment and liit station. �
Response: Setba�k dimensions have been provided for the pool equipment. Please note
that the li#t station has been eliminated, and gravity sewer service will be utilized with a
connection on the adjacent property to the west, as per ENCON's preference.
7. Provide footprint of each building including the pool house on the site plan.
Response: Footprint data has been provided for each bldg.
8. Site data not consistent with the data provided on the application (pg 3). Example: max. dwelling
units per acre, square footage of open space. Review to ensure accuracy.
Response: The site data has been revised to be consistent.
9. Building height of 29'-6° provided in site data not consistent with mean building height provided
on architectural plans.
Response: The bldg. height on the site plan has been corrected.
10. Provide rear setback dimension for swimming pool.
Response: Add�tional pool setbacks have been provided.
11. Add to General Notes: "No on-street parking will be permittedA.
Response: The above note has been added.
12. Clarify FF elevation calculation. Per Sec. 78-283.- Finish floor elevation regulations. (a) The
minimum lowest floor elevation for all new construction and substantial improvements to existing
structures not located in a special flood hazard area shall be 18 inches above the crown of the
adjacent roadway. Proposed is FF is 26.0. Clarifv the crown of adiacent roadwav elevation.
N:�Bella Vllaggto -140602WppltcaUons\Site PIanlAgency CorrespondencelResponse Letter 0226.2015 troy.docx
° Bella Villaggio — Response Letter
March 2, 2015
Page 3
Response: The average roadway crown elevation of the adjacent County Line Road along
the site's frontage is 24.0; and the F.F.E is 26.0 which is greater than 78" above the
average roadway crown elevation.
SP-2 Review Comments
1. Revise proposed entry sign elevation on SP-2. It is Not in compliance avith Sec. 78-743 (b)
Subdivisions and Development signs. Maximum hei�ht allowable is 6'; proaosed si�n is 8' hiqh.
Provide detail for entry monument sign including leitering size, font, color and material.
Response: The entry sign has been reduced in size and further detail added.
2. Location of entry sign is shown in the central landscape island on the Architectural Renderings.
This location is Not consistent with the proposed location of 2 signs flanking each side of the
entry on the site plan. �
Response: The entry sign in the island has been removed on the architectural rendering.
3. Provide pool house square footage in Building Data.
Response: The pool house square footage has been added.
4. Provide detail for light bollards.
Respons�: The light bollard detail has been provided.
5. Provide specific perimeter wall color.
Response: The perimeter wall color has been clarified on the detail.
Architectural Review Comments
1. A-1-General Notes -#38 — delete °City of Lake WorthD and replace with Village of Tequesta.
This was not revised per previous comment.
Response: The above language has been removed from the sheet.
2. A-1-Conceptual rendering is presenting sign on central landscape island.
Response: The sign location has been corrected.
3. A-2-Unit numbering is not consistent with unit numbering on site plan and on engineering plans.
Response: The unit numbering has been revised to be consistent with the site plan.
4. Building C— no cross section provided �
Response: An addltional cross section has been provided.
5. Include finished floor elevation information for all buildings.
Response: Finished floor elevations have been provided.
6. Remove note from all pages on architectural plans: °Building code classification R3 2 hour unit
separation approved by building official Timothy English�.
Response: The above note has been removed from all pages.
Boundarv Survev '
1. Apply for re-plat; provide Unity of Title. Currently, proposed development includes three (3)
parcels. Per response to comments document: the platting process has commenced.
Response: The surveyor has commenced the platting process and we understand that
no building permits will be issued prior to plat approval.
N:�Bella Villaggio -140602Wpplicatlons\Site PIanlAgency Correspondence�Response Letter 02.26.2015 troy.docx
`" Bella Villaggio — Response Letter
March 2, 2015
Page 4
2. Clarify if the development will be "fee simple". Information not provided. Provide consistency
throughouf application, statement of use and architectura/ drawings as to whether the
development is townhomes or condominiums. Architectural drawings title block says aNew
Condominiums':
Response: The project will be a fee simple townhouse community. The architectural
drawings have been revised to state townhome community.
General Comments
1. Provide ALL finish materials board including ALL color samples. Staff recommends providing
rendering of the entrance showing monument sign. Main building materials sheet provided. No
rendering of sign provided. C/arify entry and building signs including lettering size, font, co/or
and material. Provide samples of.• brick pavers, pool deck material, and patio material. Clarify
building and unit sign materials and color.
Response: A color rendering of the proposed entry columNsign is attached hereto. The
building signage has been claritied on the architectural plans. As requested the brick
, samples will be submitted on Friday, March 13�' by 4:OOpm.
2. Statement of Use requires further revision. Update to include the following:
- Buildings are now referred to as A, B 8� C; .
- Lands use/zoning: land use has been changed to Village of Tequesta Medium Density not
Palm Beach County Medium Density;
- Description of architecture: central tower feature have been removed from development
proposal. Update any architectural revisions made for re-submittal requirements.
- Include compliance with Level of Senrice as provided in attached example.
- Include statement about the proposed development phasing.
- Provide altemative recyclable materials collection and storage plan-acsording-to-applicant
response and in compliance with Sec. 78-301.
Response: The statement of use has been revised to include the above information.
3. Site Plan Review Application requires further revision. Update to include the following:
- Revise address. Site remains 3754, 3764 and 3774 County Line Road until platting process
is complete and unity of title is provided;
- Revise applicanUowmer to MGA Tequesta;
- Provide site data consistent with site plan site data;
- Approval letters from the following agencies must still be obtained:
� Palm Beach County SWA
. � Palm Beach Couniy DERM
� Palm Beach County Health Department
� Waste Management — See email
� South Florida Water Management District
Response: The Sewer permit from PBC Health Department cannot be submi#ted until
ENCON has completed their permitting process and approved the sewer plans and
signed the DEP applic�ations. The Water permit from PBC Health Department cannot be
submitted until �Ilage of Tequesta has completed their permitting process and approved
the water plans and signed the DEP applications. These permits will be applied for
according to that process/time-line. We have been coordinating with ENCON on gravity
sewer service and have provided service availability letters to V�Ilage of Tequesta from
ENCON and �Ilage of Tequesta Water.
A PBC ERM permit is not applicable for this site as there is no lake excavation/etc.
N:�Bella Vlllaggio -140602WppllqUons\Sfte PlanWgency CorrespondencelResponse Letter 02.26.2015 troy.docx
'� Bella Ullaggio — Response Letter
March 2, 2015
Page 5 �
SFW�AD permiiting requirements will be complied with by an ERP General Perrr�it for
Small Projects Self-Certification "10-2" Permit. Section 403.814(12) of the Florida
Statutes grants general permits for the construction, alteratiort and maintenance of a
stormwater management system serving a project that involves qualifying activities in
uplands having less than 10 acres of total project area and less than two acres of
impervious surFace. This general permit requires submittai of an "electronic self�
certification" within 30 days after construction begins. A copy will be provided to �Ilage -
of Tequesta at that time.
4. Comply with Sec. 78-301. Recyclable materials facilities for multifamily dwelling units (7)
gAltemative compliance. Applicants shall be entitled to demonstrate that recyclable material
storage space needs can be effectively met through an alternative recyclable materials
collection and storage plan. An alternative plan shall b.e reviewed by the solid waste authority,
the village's franchise service provider and the village, and, if approved, shall be substituted for
a recyclable materials storage and collection plan meeting the express collection and storage
area requirements and standards of this section°
- Provide approval letter from Waste Management. Applicant responded that Mr. Jeff Sabin
provided approval. Provide evidence of approval.
Itesp�n��e The ernail frorn VUast� IVlanagernent is attach�d herc�toe
5. Provide a statement how the proposed development meets or exceeds each Level of Senrice
standards: Traffic, Sanitary Sewer, Drainage, Potable Water, Recreation, Fire flow
Requirements (Division, Sec. 78-331).
- Provide statement. See attached example sheet.
Response: See Insignificant TrafFic Impact Statement that was submitted with the original
Site Plan submittal.
Sanitary Sewer — A gravity system will be provided via a connection to the manhole on
the adjacent property to the west. Coordination and permitting with ENCON are in
progress for the application of this project and a service availability letter has also been
provided. The estimated demand generated by this 16 unit development is 350 gpolunit x
16 units = 5600 gpd. plus 50 gpd/bathroom x 2 bathrooms in the pool building = 100gpd
for a total of 5700 gpd.
Drainage - see the attached Water Management Calculations.
Potable Water - A service availability letter has been provided by Village of Tequesta.
The estimated demand generated by this 16 unit development is 350 gpd/unit x 16 units =
5600 gpd. plus 50 gpd/bathroom x 2 bathrooms in the pool building = 100gpd for a total
of 5740 gpd.
6. Clarify if the development will be phased (Division 2, Sec. 78-331). If development is to occur in
phases, those phases should be clearly delineated on the site plan.
- Per response to comments document, the development will occur in 3 phases. Identify on
site plan and describe in statement of use.
Response: The project will be constructed in one phase. All infrastructure will b�
completed, including the road and perimeter walls. The buildings will then be
constructed beginning with Building A, B and C; unless the market demands require the
buildings to be built in a dlfFerent sequence. The pool bldg. and pool area will b�
constructed with the first building.
N:1Bella Vlllaggio -140602Wpplicatfons\Sfte PIanlAgency Correspondence�Response Letter 02.26.2015 troy.docx
'' Beila �Ilaggio — Response Letter
March 2, 2015
Page 6
7. Provide a statement that the submitted site plan is consistent with the goals, objectives and all
other provisions of the Village comprehensive plan, and that the projected use is specifically
authorized by development ordinances and regulations. Include references to fhose sections
of the comprehensive plan relatirtg to the proposed development (Division 2, Sec. 78-331
(18)).
- Provide statement in statement of use document.
Response: A statement has been provided in the statement of use.
8. Provide a statement that all pertinent permits are concurrently being sought from the applicable
county and state agencies (Division 2, Sec. 78-331 (99)).
- Statement provided in response to comments document. Add to statement of use and
provide evidence of approvals of following agencies:
� Palm Beach County SWA
� Palm Beach County DERM
� Palm Beach County Health Department
� Waste Management — see email
� South Florida Water Management District
Response: The Sewer permit from PBC Health Department cannot be submitted until
�IVCAIV has �orr�pl�t�d th�ir p�rmiiting proc,�ss and approv�d the �ewer pl�ns and
. signed the DEP applications. The Water permit from PBC Health Department cannot be
submitted until Village of Tequesta has completed their permitting process and approved
the water plans and signed the DEP applications. These permits will be applied for
according to that process/time-line. We have been coordinating with ENCON on gravity
sewer service and have provided service availability letters to Village of Tequesta from
ENCON and Village of Tequesta Water.
A PBC ERM permit is not applicable for this site as there is no lake excavation/etc.
SFWMD permitting requirements will be complied with by an ERP General Permit for
Small Projects Self-Certification "10-2" Permit. Section 403.814(12) of the Florida
Statutes grants general permits for the construction, alteration and maintenance of a
stormwater management system serving a project that involves qualifying activities in
uplands having less than 10 acres of total proJect area and less than two acres of
impervious surface. This general permit requires submittal of an "electronic self-
certi#ication" within 30 days after construction begins. A copy will be provided to �Ilage
of Tequesta at that time.
9. Comply with Division 2, Sec. 78-331 (n) °All proposed new development and major
redevelopment, as part of the site plan review and subdivision review process, shal! submit a
drainage%nvironmental statement describing how the proposed development will affect the
estuarine wafer quality of the dass lll water of the village, and also an environmental impact
assessment study prepared by a qual�ed eco/ogist or other professional qual�ed to do such an
assessment. The sfudy shall meet the requirements of chapter 50, article ll, sensitive IandsA
- Environmental Assessment provided by Applic�nt. See attached review by environmental
consultant Mr. Phillip Jimrusti, Phillip R. Jimrusti & Associates, Inc.
Response: A Water Management Calculations report has been provided with this
resubmi#tal.
10. Comply with Division 2, Sec. 78-3313 (a) (6) "!f common facilities are to be provided for the
development (such as recreation areas o structures common open space, etc.) are to be
provided for the development, statements as to how such common facilities are to be provided
N:1Bella Vllaggio - 94-0602WppIlqUonslSite PIanlAgency CoRespondence\Response Letter 02.26.2015 troy.dacx
" Bella Villaggio — Response Letter �
March 2, 2015
Page 7
and permanen#ly maintained. Such statements may take the form of proposed deed restrictions,
deeds of trusf, 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. A
- Provide statement (include on Statement of Use). .
Response: The Statement of Use has been amended to include this information.
BUILDING REVIEW — Per Building Official Mr. Timothy English:
1. Remove note from all pages on architectural plans: °Building code classification R3 2 hour unit
separation approved by building official Timothy English°.
Response: The above note has been removed from all sheets.
2. All documents and plans should refer to the development as townhomes not condominiums.
Response: The wording has been revised to reflect townhomes only.
LANDSCAPE REVIEW — See attached letter from consulting landscape arehitect Mr. Steve Parker,
ASLA, Parker & Yannette Design Group. �
1. The landscape data has been revised and corrected.
2. Miniature Pitch Apple and Dwarf Shore Juniper have been indicated as native plants. Per
Betrock's Reference Guide to Florida Landscape Plants, these plants are not considered native.
Please change these plants to native plants in order to meet native requirements.
Response: We are meeting the native plant requlrement without counting these plants
which we will still be included as landscaping.
3. The interior landscape coverage requirement has been met.
4. Per a site inspection and discussion with the applic;ant, there is not existing vegetation worthy of
preservation or relocation, therefore a tree survey is not necessary. The plans have noted all
existing (including prohibited) plant material shall be removed.
5. The safe sight line visibility triangles have been shown on the plans and there are no
obstructions within the triangles.
6. A tree has been added to the west side of pool area parking spaces.
7. The proposed plantings have been ver'rfied by the application to meet FPL setback
requirements.
8. As discussed with the applicant, an irrigation plan shall be provided after site plan approval for
permit.
DRAINAGE AND WATER REVIEW — See attached comments from consulting engineer Mr. Tom
Jensen, PE, Arcadis.
Response: �
2. The Water Qualify calculation on page 2 of the Water Management Calculations is correct
as shown: (1.54ac-0.51ac-0.51ac) x 2'/z" x 1.54 ac=1.94 ac-in.
(1.54ac-0.51ac)
The e�ltration trench c�lculation has been revised on page 5.
Plan Sheet 3— The elevations shown at the northwest corner of the site are existing at the
properly line. The berm with a minimum elevation of 24.8 will be interior to our site/property
line. The entrance feature will be maintained by the Condo Association. The elevations
shown by the proposed retaining wall are the proposed finished grade elevations at the wall.
Cross section F-F has been added along the pool deck area on the east property line to
clari#y how yard area runoff will be handled. There will be a swale between the pool deck
and the perimeter wall along the East, South and West property lines to drain that area.
N:�Be�a Villagglo -14Q602�Appllcations\Slte PlanWgency Correspondence�Response Letter 02.26.2015 troy.docx
F
� l .
A
- � Bella �Ilaggio — Response Letter
March 2, 2015
Page 8
�
Proposed elevations have aiso been added in this area for clarity. The yard drain rim
elevations were reviewed and are appropriate for the proposed grading.
3. The �Ilage of Tequesta water details were provided to us by Arcadis and are now shown
in the plan set. Arcadis informed us that the details are being updated and they will provide
the updated details to us when completed. The meter size for the pool building was changed
to 3/4 inch. The Owner prefers meters at each building. The proposed valve in the sidewalk
will be pedestrian rated and ADA compliant. A reverse tap is a more complicated connection
and unnecessary in this instance. The sampie point and corporation stop were added as
requested.
LAW ENFORCEMENT REVIEW — Per Chief Rick Ricciardi: no additional comments.
FIRE SAFETY REVIEW — Per Chief James Weinand: no additional comments.
TRAFFIC ENGINEERING REVIEW — No additional comments.
Should you have any questions regarding the documents as submitted, please feel free to contact
me at 561-575-9557.
Sincerely,
Gentile Glas Hol oway O'Mahoney & Associates, Inc.
M. Troy Holloway, LA, ASLA, LEEDOAP, BD&C
Partner
I
N:�Bella Vllaggio -14-0602Wpplicatlons\Slte PIanlAgency Corcespondence�Response Letter 02.26.2015 troy.docx
VILLAGE OF TEQUESTA
�
��
,
October 13, 2014
Amy Galvez
Simmons & White
5601 Coiporate Way, Suite 300
West Palm Beach, Fl 33407
RE: 3754, 3764, 3774 County Line Road
Dear Ms. Galvez:
In response to your recent request, this is to advice that the Tequesta Utilities Department
is the purveyor of water service to the above referenced addresses to be provided in
accordance with the Tequesta Utilities Department Water Service Policy and appropriate
Water Service Agreement as reyuired.
This is a letter of service availability only and not a commitment of service. As of this
date, the Tequesta Utilities Department has capacity to serve this address and a firm
commitment will be established when the Village of Tequesta has executed the
appropriate agreements and connection fees have been paid.
Should you have any questions, please do not hesitate to give us a call.
Sincerely, �r! / �'�� �
�Ci
Mark McClintock
Water Distribution Supervisor
345 Tequesta Drive, Tequesta, FL 33469
561-768-0700'Fax:561-768-0693
www.teyuesta.org
January 13, 2015 � '
� � ��
YUUk {'AItTNPk PQR
tic )i Tf� ��';\ti'I E.ti�Jt ( i TlONti
Mark Hammond
Executive Director
Solid Waste Authority
7501 N. Jog Road
West Palm Beach, FL 33412
Subject: Availability of Solid Waste Disposal Capacity
Dear Mr. Hammond:
The Solid Waste Authority of Palm Beach County hereby provides certification that the
Authority has disposal capacity available to acco�nmodate the solid waste generation for the
municipalities and unincorporated county for the coming year of 2015. This letter also
constitutes notification of sufficient capacity for concurrency management and comprehensive
planning purposes. Capacity is available for both the coming year, and the five and ten year
planning periods specified in 9J-5.005(4).
As of September 30, 2014, the Authority's North County Landfills had an estimated
28,361,761 cubic yards of landfill capacity remaining. In addition, the Authority is completing
the construction of a second Waste-to-Energy facility, projected to begin operations in 2015.
This will significantly extend the useful life of the landfill.
Based upon the existing Palm Beach County population, the most recently available
population growth rates published by the University of Florida Bureau of Economic and
Business and Research (BEBR), medium projection, and projected rates of solid waste -
generation, waste reduction and recycling, the Solid Waste Authority forecasts that capacity will
be available at the existing landfill through approximately the year 2048.
The Authority conrinues to pursue options to increase the life of its existing facilities and to
provide for all of the County's current and future disposal and recycling needs. As part of its
responsibility, the Authority will provide an annual statement of disposal capacity, using the
most current BEBR projections available. Please provide copies of this letter to your plan review
and concurrency management staff. If you have any questions or I can be of further assistance,
please do not hesitate to contact me.
Ve t�uly yours,
l �' �.,v,
� ���-��
Marc C. Bruner, Ph.D.
Chief Administrative Officer
7501 North Jog Road, West Palm Beach, Flarida 33412 (561) 640-4000 F11X �561) i40•3400 F+-�, ,,�,,
TE �
PARTW ER5
VIA Email: Am�(�a,simmonsandwhite.com ,
October 29, 2014
Attn: Amy Galvez
Simmons & White
5601 Corporate Way, Suite 200
West Palm Beach, Florida 33407
RE: Bella Villaggio
TECO Peoples Gas has natural gas service in the vicinity of the above-mentioned
property and we welcome the opporh�nity to service your client with natlu�al gas.
The typical average daily energy demands can not be determined until we have more
information about your client's gas equipment. Please ask your client to call us with that
information.
A site plan is required for us to indicate our existing facilities and projected future
facilities intended to service the project.
In the meantime, should you need further assistance you can conta.ct me by calling 772-
216-9622.
Sincerely,
Sherry Horton
Sherry Horton
Account Manager
TECO Peoples Gas
Palm Beach & Martin Counties
SH
II �
�PL
October 31, 2014
To: Amy Galvez, P:E.
Re: 3754, 3764 & 3774 SE County Line Rd, Jupiter. 33469
Dear Amy Galvez, P.E.,
You have informed FPL that you have a project under construction at 3754, 3764 & 3774
SE County Line Rd, Jupiter. 33469 and have asked us for a letter s#ating that yaur project i
does not encroach into FPL easements, or otherwise interfere with FPL facilities or the �
ability to provide you with senrice. Upon reviewing your plans, we have deternuned th�t
your pmject does not appear to encroach into any FPL easements or otherwise interfere
with provision of service.
1 he issue in the above-referenced paragraph has no beariag, hovt►ever, on the issue of the �
, safety of the workers on your pmject vis a vis FPL's facilities. It is imperative that you
visually survey the area prior to commencing constniction and determine whether the
construction of any proposed structures vaill bring any person, tool, machinery,
equipment or object closer to FPL's power lines than the OSHA-prescribed limits. If it
wilI, you must either re-design your project to allow it to be built safely given the pre-
existing power lines, or make arrangements with FPL to de-energize and ground our
facilities, or relocate them at your expense. You must do this before allowing any
const�ruction near the po�►ver lines. It is impossible for FPL to know or predict whether
or not the contractors or subcontractors, and their empioyees, will operate or use cranes
or other mobile equipmen�, or handle materials or tools, in dangerous proxitnity to such
power lines during tkie course of consbruction, and, if so, when and where. Therefore, if it
becomes necessary for any coniractor or subcontractor, or their employees, to operats or
h�ndle cranes, draglines, mobile equipment, or any other equipment, tools or materials in
such a manner that they might come closer to overhead power lines than is permitted by
iocai, state or federal regulations, you and any such contractor or subcon�ixactor must notify
FPL in writing of such planned operation prior to fihe commencement thereof and make all
necessary arrangements with FPL in order to caay out the work in a safe manner. Any
work m the vlc�nity of the electric lines sh4uld be suspended until these arrangements
�re finalized and �mplemented.
FPL has certain minimum clearances that it must maintain. if you build your struchu�e so
that those clear�ances can not be maintained, you w►ill be required to compensate FPL for
the relocation of our facilities to comply with those clearances. As such, you should coatact
FPL prior to commencing construction near pre-existing overhe.ad p�wer lines to make sure
that your proposed structure daes not unpinge upon FPL's clearances.
If you have any questions, please feel free to contact me at 561 575-6335.
Si erely,
� Vaughn oncrie
Tecbnical Specialist II
�.t���ha�tche� i�er D�stri�c� ���"'��
��'��=- j �`'°�
Water Reclamation + Environmental Education � River Restorat3on �r � p
0
2500 ]upiter Park Drive, Jupiter, Florida 33458-8964 Y o
Telephane (561) 747-S7D0 •Fax (561) 747-9929 • www.loxahatcheeriver.org ` �ti`'
o�"�`' � y �
• �e�a •
D. Aibrey Arrington, Ph.D., Executive Director
November 14, �014
Amy Ga.lvez, P.E.
Proj ect Mana.ger �
Simmons & White En�in�rs
5601 Coiporate Way, Suite 200
West Palrn Bea.ch, FL 33407
Re: 3754, 3'7b4 and 3774 Cowrty Line Road, Tequesta, Fic�rida
SANTTARY SEWER AdAILABII,ITY
Dear 11+Is. Calvez:
This letter is provided in respor��e to your request conc,ernin$ sanitary sewex service availability for the
subject �rroject.
Please be advised t�at, as of tlus date, 5anitary sewer servic� can ba made available to the subject
property upon the pa�xnent of certa.in costs in accordance with ihe Distriet Rules. Copies of District
Rules Chapter 31-10 are available for your revievv on our vaeb site at vvww loxalaatchce�iv�r.ora .
Consistent with District policy, the Dsveloper will be responsible for all costs associated with
co�ecting to the earisti�ng wastewater system of the Distri�t. The n�u'est syst�m for your connection is a
low pressure line loc.�ted on Count�► Line Road.
Should you require additional infarmation on this matter, please contac� our Engin�eering Dept at
���i��a7-s�oo �. i i�.
Sincerely,
��� � �
Clintnn . Y
Deputy ExeGUtive D'uector
v:ldarol}go�lbellaVillegioWsre� 11r2014.doc
Gordon M. Boggie Siephen B. Rockoff Dr. Mari H. Rostack Harve�� M. Sih�erman James D. Snvder
Bnard Mem}�er Bc�ard Meml�r ('hairman Bnard Member Bnard Tvlemher
����
�������
November 11, 2014
RE: 3754, 3764 and 3774 SE County Line Road Service Availability
To: Amy Galvez
Please consider this as Comcast Cable Communications letter of service availability to the above
referenced project. Please contact me at Anthony_Springsteel @cable.comcst.com if you have any
questions or concerns. Please forward all site plans, plats addresses as soon as they are available.
Thank you,
Anthony Springsteel
Construction Supervisor, WPB
Comcast Cable Communications
�
�� AT&T Florida T:561.357.6615
2021 South Military Trall C:561.329.5451
_ , We� Palm Beach, Florida 33415 F:561.964.3499
robe►t.lowenC�att.com
October 31, 2014
Simmons & White
Attn: Amy Galvez
5601 Corporate Way, Suite 200
West Palm Beach, Florida 33407
RE: Service Availability Letter for 3754, 3764 & 3774 SE County Line
Road, ]upiter Florida aka: Bella Villaggio
Dear Ms. Galvez,
This letter is in response to your request for information on the availability of
senrice at the above County Une Road location (see attached sketch).
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 aerfal/buried commun�cation facilities need
to be relocated/adjusted those expenses incurred by ATT Florida to
accommodate the improvements wtll be the financial responsibility of the
properly owner.
Please contact me with any comments regarding this response.
Thank you for contacting AT&T.
Sincerely,
'�1C
Robert Lowen
Manager Operations
Attachment 1 page
� Preun Syanwr ot tne U5. Olymprc Team
, f�?��`� � The Scfwal Dlatriet M�a6n Beaeh County
Flarmin9 DePa►�ent
�. 3300 Forest H81 Bh�d. G110
/ Weat PeHn Bearh. Fl 334�5813
P�ne: (b81)439-8042
�` Feoc (581�439-8187
�,�'�,
AtEeMfon: Cormu�ry 8ecdon
The School District of Palm Beach County
School Concurrency Application & Senrice Provider Form �
Instrudfons: Subm(t one copy of the complet�! applleatlon ertd fess for the review, for e�h �w
residantial project requirtng a determinetlon of concurrencq for schoola A detertninatlon will be
provided arithin flReen (15) workfng days oi recsfpt of a complete epplicatlon. A datermina8on is not
trensferable and is valid tor one yeer from dete of issuartce. Orrcs the Development Order is Issued, the
concurrancy determinetlon shail be valid tor the IHe of the Development Order.
Please check (� type of eppllceUon (orre oniy):
� Conaurrency Detertnfnation � Cortcurrency Exemptfon � Concurrency Equ�alency
� Adequete School Fecilities Detertnir►adon Q Letter � Mo Impect � Tima Extension
�: conw►rerwy oe�nu�o� �szoaoo ror so w�s o► mo� r�. � �� s��.001, aa.quam se�oa ���a
Determhmtlon (�G0.00)� Equivalenry (51�.�) E�amptloa m I.e�r of No Impad (i�9.90�, 7dne E�tterosian (S7B.�0)
- � r
� PARTI:`PROJECT�INFQRMATiON_ . ' ° -, -.-
Project Nertre: Beila Vlleggio Munkipalky: �Ilage of Tequesta
Pro�rty Co�rol Numbar (PCN): �a�o. , �►�o�-�
LocetlonofSubj�tProperty: sman��a�iru�xoea.�mu.s.�as�yorer�
DEVELOPMENT REQUEST:
_-- ,Defa 7 _. oiUn. `
Pro Acree e �.sz S le Fa
Tota1 Number of Unils +e �s Multl-Fami Other Than A ts
Wfll the Prp ect be Phesed?' M N A Is 3 Stories or less
Cortcurren Seroic� Ar�a CSA HI h Rise A erns
Sc,�ool Area Code SAC A a Restricted Adulta "
' ita�ewnm, a�e �md, a�ne man snow� a� numner ena eype aur� m re�ve ��e or�y y�r.
" A Reatrletive Covenent Is reqWred tor 0ge r�tricFad wmmwildas.
OWNERSHIP I AGENT INFORMATIOW:
Orme�s Neme: �+m �+�•
Agent's Name: n+. r�or �r- c,�m� c,uas Nono�ay om�ano�r a n�, u�
1�a111�AddrMS: +������+���
Telaphone Number : sa�-s�se,s� Fex Number. se�-s�saeo
I harebY �rtify the stataments m IMortnalbn made In enY DePar or plar� su It�d he�fd� era true m�d ounect ro 6re best of my .
knowledge.
o�m� �e, zo�a
O�nmer or Slenetu� Date
- �-. i�`AR� 11 �t�CJkL GOH���NI��NT.R�1IlEW`= . -. -
Dab Applicetion FlI�: Petltion Number.
Reviewed By; TiUe;
Dtd the AppUcarrt pay tlte flling t� to rou T B YES {P� atmdi prwtwpayment)
NO (u �ro. ftre appikant m�t pay ihe Sdwol offitrict
Tf� Scironl Distrid wlll rtot revlew witimut P�l��)
Govemment Repr�ntadv�e SiBnature DATE
~PART 111. TO BE GOAAPL�ED'�Y'�C OOI, DfSTRICT ': "
Dete 8 Time Recelved: Ceae Number.
I verify thet the proJect complies with the adopted Level of Service (LOS) tor Schools
I verHy thet tlie proJecl wlll comply wtth the adapt� Level of SeMcs (LOS) for Schools
subJed to tlie altach� wndkior�s
I cennot verify @�at ti�e project vrill comply wUh Ure adopted Level of Service (LOS) for
Schoots
School District Repreeerrtative Date
��a.o9nsro�
� r .
•
Troy Holloway
From: Sabin, Jeff <jsabin@wm.com>
Sen� Tuesday, February 03, 2015 4:42 PM
To: Troy Holloway
Subjec�: RE: Bella Villaggio
Troy, If access approved for EMS vehicles, it should be fine for our fleet.
Curbside collection using the SWA (2-14 gallon) bins per residence is fine.
I am assuming curbside for waste as well?
Thanks and we are a go for the Run sponsorship.
You have our logo, I believe.
Regards,
Jeff Sabin
Waste g�����5���8�,�����
Govemment Affairs Manager
7700 SE Bridge Rd
Hobe Sound, FL 33455
PH: (772) 545-1327
Mobile: (772) 263-0017
From our renewable energy projects, we create enough green energy to power over 1 million homes.
From: Troy Holloway fmailto:Troy@2gho.coml
Sent: Tuesday, February 03, 2015 1:13 PM
To: Sabin, ]eff
Subject: FW: Bella Villagglo
Jeff, attached hereto, is a proposed development located on the south side of County Line Road in the Village of
Tequesta. The plan here is to provide curb side recyclable material pick up in the appropriate Waste Management
Bins. Is this acceptable? Let me know ff you have any questions. thank you.
lr8a Troy �Iolloway
Partner, ASLA, LEED�AP, BD&C
Cell: 561-719-3733
trov@2�ho.com
1
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...�„ .,,.,�, F._:�:_.. -.-..-.,r,-�,r,.,-, `.r,.... ..,,.,,M"::..�., �. .�__„�., ,�.-,,,.R,.1,
._e _ � __ .... �-._,,,, .w _.,.�.��
GENTILE GLAS HOLLOWAY O'MAHONEY & Associates , Inc
1907 Commerce Lane, Suite 101 Jupiter, Florida 33458 561-575-9557 x102
The information contained in thls transmisslon may contaln privileged and confldentlal information. It is intended only for the use of the person(s) named above. If
you are not the Intended recfpient, you are hereby notifled that any review, dlsseminatlon, distributfon or duplication of this communication Is strictly prohibited. If
you are not the irrtended recipient, please contact the sender by reply emall and destroy all copies of the original message.
All attached drewings, speciflcations and other documents, Including those in electronic farm, prepared bythe consultant and the Consultants Sub-consultants are
Instruments of Service for use exclusively to thls ProJect The Consultant and the Consultants Sub-consultants shall be deemed the authors and owners of their
respective Instruments of Service and shall retafn all common law, statutory and other reserved rights, including copyrights.
Recycling is a good thing. Please recycle any printed emails.
z
S
� ��
SIMMONS & WHITE
5601 Corporate Way, Suite 200 West Palm Beach, Florida 33407 �TZ r1 �rO�T� �ITE
0 561.478.7848 � F 561.478.3738 www.simmonsandwhite.com 11V11V1 1V
Certlflcate of Authorization Number 3452
EA161NEERING I PLANNINB I CON8UlTINO I SIqCE 1682
.� , _
INSIGNIFICAIVT TRAFFIC IMPACT
STI�TEMENT
BELL�► VILLAGGIO
TEQUESTA, FLORIDA
Prepared for: 0\���11191�1
MGA Tequ�ta, LLC o �����'�� c� Ao��`��a i
818 US Highway One � � • •, =
Suite 2 a • ��. � : �
Nor� Palm Bear.h, Florida 33408 � � ; �E�' � � 201� � _
-� , _
_ , ,� _
Job No. 14114 � ,,�` P ,, � �
: Q�� '' ��a�
Date: Deoember 3, 2014 �,�
� �� 0�
,
�
} I
TI�BLE OF CONTEIVTS
1.0 SITE DATi4 ........................................................................................................ 2
2 .0 PURPOSE OF STUDY ....................................................................................... 2
3.0 TRAFF/C GENERATION ................................................................................... 3
4.0 RADIUS OF DEVELOPMENT INFLUEAICE ......................................................3
5.0 TEST 1 BUILD-OUT i4NALYS/S ........................................................................4
6.0 TEST 2 BUILaOUT ANALYSIS ........................................................................ 4
7.0 SITE RELATED /MPROI /EMENTS .................................................................... 4
8 0 CONCLUS/ON ...................................................................................................5
,
�lla Villagio
Job No. 14-194 Pege � 2 I
1.0 SITE DATA
The subject parcel is located just south of County Line Road appro�amately 500
feet west of US-1 in Palm Beach County, Florida and c�ntains approximately 1.5
acres. The Property Control Numbers (PCN) for the subject site are:
00-43-40-30-00-000-3050 00-43-40-30-00-000-3040
00-43-40-30-00-001-0030
Proposed site development consists of constructing 16 townhouse units with a
project build-out of 2019. Site access is proposed via a full access driveway
connection to County Llne Road. For additional information concsming site
loc�tion and layout, please refer to the Site Plan. Please note that as part of this
appli�tion, the subject property is to be annexed into the V'illage of Tequesta.
2.0 PURPOSE OF STUDY
This study will analyze the proposed developmenYs impact on the surrounding
major thoroughfares within the project's radius of development influence in
accordance with the Palm Beach County Unified Land Development Code Article
12 — Traffic Pertormance Standards. The Traffic PerFormance Standards state
that a Site Spec�c Development Order for a proposed project shall meet the
standards and guidelines outlined in finro separate °Tests° with regard to traffic
performance.
Test 1, or the Build-out Test, relates to the build-out period of the project and
requires that a project not add traffic within the radius of development influence
which would have total traffic exceeding the adopted LOS at the end of the build-
out pe�od. This Test 1 analysis consists of finro parts and no project shall be
approved for a Site Spec�c Development Order unless it can be shown to satisfy
the requirements of Parts One and Two of Test 1. Part One — Intersections,
requires the analysis of major intersections, within or �yond a project's radius of
development influence, where a project's traffic is significant on a link within the
radius of development influence. The intersections analyzed shall operate within
the applicable threshold associated with the level of analysis addressed. Part
Two — Links, compares the total traffic in the peak hour, peak direction on each
link within a project's radius of development influence with the applicable LOS
"D° link service volumes. The links analyzed shall operate within the applicable
thresholds associated with the level of analysis addressed.
Test 2, or the Five Year Analysis, relates to the evaluation of project traffic five
years in the future and requires that a project not add trafFc within the radius of
development influence which would result in total traffic exceeding the adopted
LOS at the end of the Five Year Analysis period. This test requires analysis of
links and major intersecfions as necessary within or beyond the radius of
development influence, where a project's traffic is significant on a link within the
radius of development influence.
Bella Villaglo
Job Afo. 14194 Page � 3
2.0 PURPOSE OF STUDY (COfdTINUED)
This analysis shall address the total traffic anticipated to be in place at the end of
the fifth year of the Florida Department of Transportation Five Year
Transportation Improvement Program in effect at the time of traffic analysis
submittal.
The existing roadway nefinrork as well as both the State and Palm Beach County
Five Year Road Program improvements, with construction scheduled to
commence p�or to the end of the Five Year Analysis Period shall be the Test 2
roadway netvvork assumed in the analysis. The total traffic in the peak hour,
peak direction on each link within a projecYs radius of development influenc�
shall be compared avith the applicable LOS °E° service volumes. The links
analyzed shall operate within the applicable thresholds associated with the level
of analysis addressed.
This study will verify that the proposed development's traffic impact wrill meet the
above Traffic PerFormance Standards.
3.0 TRAFFIC GENERATIOAI
The traffic to be generated by the proposed development has been calculated in
accordance with the traffic generation rates listed in Tables 10.8-1 Fair Share
Road Impact Fee Schedule of Article 10 and the ITE Trip Generation Manual, 9th
Edition as shown in Tables 1, 2 and 3. Table 1 shows the daily traffic generation
associated with the proposed plan of development. Tables 2 and 3 show the
A.M. and P.M. peak hour traffic generation, respectively. The traffic to be
generated by the proposed development consisting of 16 townhouse units may
be summarized as follows:
Daily Traffic Generafion = 106 tpd
A.M. Peak Hour Traffic Generation (IN/OUT) = 12 pht (2 IN/10 OUT)
P.M. Peak Hour Traffic Generation (IN/OUT) = 13 pht (9 IN/4 OUT)
4.0 RADIUS OF DEVELOPIIAENT INFLUENCE
Based on Table 12.B.2.D-7 3A of the Palm Beach County Unified Land
Development Code Article 12 — Traffic PerFormance Standards, for a net trip
generation of 13 peak hour trips, the radius of development influencs shall only
be the directly accessed link.
For Test 1, a project must address those links within the radius of development
influence on which its net trips are greater than one percent of the LOS "D" of the
link affected on a peak hour, peak direction basis AND those links outside of the '
radius of development influence on which its net trips are greater than five
�rcent of the LOS �D" of the link affected on a peak hour, peak direction basis
up to the limits set forth in Table 12.B.2.G1 7A: LOS °D° Link Service Volumes.
,
8ella Villegio
Job Mo. 149 94 pa9e � 4
• - �
4.0 RADIUS OF DEVELOPMENT IIdFLUENCE (CONTINUED)
For Test 2, a project must address those links within the radius of development
influence on which its net trips are greater than three percent of the LOS aE° of
the link aff�cted on a peak hour, peak direction basis AND those links outside of
the radius of development influence on which its net trips are greater than five
percent of the LOS °E° of the link affected on a peak hour, peak direc6on basis
up to the limits set forth in Table 12.B.2.G4 2A: LOS °E" Link Service Volumes.
5.0 TEST 1 BUILD-OUT ANALYSIS
Test 1, or the Build-Out Analysis, relates to the build-out period of the proJect and
requires that a project not add traffic within the radius of development influence
which would have total traffic exceeding the adopted LOS at the end of the build-
out period. Table 4 and Table 5 show that the projecYs assignment is less than
one percent of the applicable LOS °D° threshold and is insignificant for all links
within the project's radius of development influence. This project therefore meets
the requirements of Test 1.
6.0 TEST 2 BUILD-OUT ANALYSIS
Test 2, or the Five Year Analysis, relates to the evaluation of project traffic five
years in the future and requires that a project not add traffic within the radius of
development influence which would result in total traffic exceeding the adopted
LOS at the end of the Five Year Analysis Pe�od. Table 6 and Table 7 show the
projects net trip generation is less than three percent of the applicable LOS °E°
threshold for all links within the projects radius of development influence. This
project therefore meets the requirements of Test 2.
7.0 SITE RELATED IMPROVEMENTS
The A.M. and P.M. peak hour tuming movement volumes and directionaf
distributions at the project enirance for the overall development with no reduc�ion
for pass-by cxedits are shown in Tables 2 and 3 attached with this re�rt and
may be summarized as follows:
" DIRECTIONAL
DISTRIBUTION
(TRIPS IN/OUT)
A.M. = 2 / 90
P.M. = 9/4
,
Bella Vlllagio
Job No. 14114 Page � 6
7.0 SITE RELATED IMPROVEMENTS (CONTINUED)
As previously mentioned, site access is proposed via a full acxess driveway
connection to County Line Road. Based on the Palm Beach County Engineering
Guidelines used in determining the need for tum lanes of 75 right tums or 30 left
tums in the peak hour, no tum lanes appear warrented.
8.0 CONCLUSIOId
The proposed development has been estimated to generate 106 trips per day, 12
A.M. peak hour trips, and 13 new P.M. peak hour trips at project bulld-out in
2019. A brief review of the links within the projecYs radius of development
influence reveals that the proposed development will have an insignificant project
assignment and will therefore meet the requirements of the Palm Beach County
Traffic PerFormance Standards.
bk: �c�nents\TraffiCDralr�geB�StrucWraU�.14114.word
aFi i e�n� i erin �oro�no�a
PROPOSED DEVELOPMENT
TABLE 1 - t eretlo
, � � - �. r pl „. _ -. - .,. _ , ltrtemalizstlom �,.-. ., . p�ss-by _
- ' Landpse �t . ` Code ' �nte�l L ' . ..` RatelE .� on - In ` O,ut , Groas Tri � ` % .° . Total ' E�t�mal Trl '/e Trl Net Trl
c«roortH(r-�sima�e) 2ao �s u� s.es �oe o �ae a� o �as
csre�a roo�: �oe o.o� o �oe o� o �os
LE 2- AM eak Ho TratHc
,� , . r. ,�= . , , - t , : Dtr pilt Poss rlps .. = lntemailzatlo� .. . Ekternaf N
•� '� Lsndu� �: . Code .. �' � Intanal '� '' =- Rate!€ on °'%" . In O�rt In Out, Total ' %, =• In OaE ''�ofai In Out ToffiI °h Tripa In N Out�Tatal
fkr�doRfl (Fee Simple) 230 16 Ooae�1 UMS =0.80 +OZB 0.17 0,83 2 10 12 O.OYe 0 0 0 2 10 12 b�, 0 2 70 72
� G►end T 2 10 72 OA96 0 0 0 2 10 72 096 0 2 10 12
T 3- P k Hour e
, . ..y ,. ITE , ., � T,�;,,. .,�;• . ;�: --• - � , ; r R ��ossTH o : Intei!inal�stion .: • ,Tci Paas= e�Trlps .
- T ,- r ,:, h$ PS Y•. N
�` Lenduse �= Code ,= Ir�tansl 6 - �'� RatelE or� In O�t Itr Ouf Total k� In Ouf Totel In Out Totel /L Trl� ln ' Out Totai
Co�/111(Fee Simple) 230 18 U� = 0.82 + 0.� O.W 0.33 9 d 13 0.056 0 0 0 9 4 13 09b 0 9 4 13
y �irM4Tolab: 8 4 13 0.0% 0 0 0 8 4 13 096 0 9 4 1�
X:1DocumerKsIPRWECTS12014114114 CouMy Wre Rd MuIU Famqy -Befle VII�g�lolTratflclTraffic Report �
g.K 5IMri1(31V5>�h'VHITE
. 1�1
SIMMONS WHITE
ENBINEERIN6 1 PLAM�NINY� CD�N 1 OINCE 1BY2 N.T.S.
seo� c«� woy. s� soo. we�c Pam e�, r�a �. (sa�) +�e—�e�e
�
5%
10%
�
I
�
v
x_
�
70% 30�
couNnr uNE Ro�
�
_
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60% 25%
PROJECT DISTRIBU110N
1E�EdQ
25% PROJECT DISTRIBUTION BELLA VILLAGGIO
14-114 8K 10-01-14
� N
SIMMONS WHITE
ENYINeEpIN6 1 PLIINNIN9 I CONYUlT1RIB 1 81NC8 1Y/II
seot ca.porate wap. suree �o. ��Pa m e�eaeh�, Flmida 3s�w7. (as1) s7e-7&a N.TS.
COUNTY UNE ROAD
� � (3)
� (s)
�► � os
� �
M r
^ 1�
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TURNING MOVEMENT WORKSHEET
lESEdQ --
3 A.M. PEAK HOUR TURNING MOVEMENT
(7) P.M. PEAK HOUR TURNING MOVEMENT BELLA VILLAGGIO
106 A.A.D.T. 14-114 BK 10-Oi-14
wF� i s w� � er.�n toro�rmta
LE 4
TEST 1- PROJECT SItiNIFICANCE CALCULATION
AAA PEAK HOUR
�19 BUfLD OUT
DfRECTLY ACCE88ED LINK
TOTAL AM PEAK HdUR PRQJECT TRIP3 (ENTERINO) a 2
TQTAL Ald E#EAK H4UR PRQJEGT TR�S e 10
� r , .� h r � � _ a � PE'AK.FIOl712 .f t ' � F y T . � . . �'
,s ' ' : „s, = � k ��,_ ,� } t. �,� =�`� � :' , � � DIRECTIONAL ; :: r y � s:� v �, TOTAL �'�, �• �t.,� ,,.
'. . ' ', � t r :; - � r _r,' PRO+I�CT -�;, PROJECT i , r . €lOST1N0 ;� �-'. , • LOS Q , �3, PROJECT ' PRbJECT ,:
STATION ROAbWAY ' - .. ' FR4M �- • - - , `f0 . ` � • " �- Dl$TRIBUTION ` . � TRIPS " ' � _L#1NE8 .. ` CLABg ' 3TANDAF�D ' IAAPACT � SIGI�IEICANT
COUNTY LINE ROAD DDOE HIGHVHAY SITE 70% 7 2 II 810 0.859�e MO
COUNTY LINE ROAD SR'E US-1 30°k 3 2 it 810 0.37% NO
X 4H4114 COlmly WIB Rd Mu18 FmnOy-88�8 V�{Tre�OlT1e18C R6pOR �r�.-
B.K SIMA40�s�;; WHCCE
wF� i e vu � er.in ����
ABLE 5
TEST 1- PROJECT SIGNIFICAWCE CALCULATION
PM PEAK HOUR
2079 BUILD OUT
DIRECTLY ACCE�Ed LINK
TOTAL PM PEAK HOUR PROJECT TRIPS (ENTERINO) e g
TOTAL PM PEAK HOUR PROJECT TRIPS NO = 4
'� , � 7 ,, � � ' ' ;, , , D1F ' ' � TOT�., � a
: ; ° , A.I;�J��'f' `„ �'�E��I' ��,' L05 D'F, . . , P1tEAf�CT ; ,
I S`T%kTlb`N RD/kDWA1�. . - � F�bM. `_ lffl : D1S`T�Bt1�I90�I TRIP:3 `� UiNE� CLASS $TAlVe1�b . IMPAGT ,$IGf�IF?`IGANfi
(Al1NTY LfNE ROAD DDOE HIdHWAY SITE 70% 8 2 II 810 0.77% NO
COUIdTY LINE ROAD SITE US-1 30% 3 2, II 810 0.33% NO
XiDoam�{PRWECTS12074N4114 Co�m(y Wie Rd Mu� FmnBy -BeLa Y�o1Tra1HelTrffiNc R�art �.
B.K SIMMANSi�t1iHITE
a� � e vu � e��n ta�t2ma
TABLE 8
TEST 2- PROJECT SIGNIFlCANCE CALCULATION
AM PEAK HOUR
TEST 2- FlVE YFAR ANALY818
DIRECTLY ACCESSED LINI(
TOTAL A1A PEAK FIOUR PROJECT TR1P8 (ESYTERIN� = 2
TOTAL AAA PFJ1K HOUR PRQJECT'1R�8 ' 10
-- � y , ,;.; Ak1 PEXICHOOR �. � � ,�x
+ � {, , � a ; r_:,� ti ; - 'Cr {,;e ,_ � � . � h .. " DIRBGTfCNAL ' �;.. �la :, . t . TOTAL' `�,
BTATION ROADW� :� ' � { a' r s'4 � � ' 70 ` � . DISTRIBWTION " TftIP9 .. LAN@S � CLA33 • STANDARD ' IAIPACT p�OJ6G7'•':
,� .,. �Y , + �� � ; # - PROJ�i,'7 r� PROJE�'T -. EX15nN� - I.CS , pRC.IECT <
�r _ _ �p� � , � _ , . ' $IONIFlCANT
COUNTY LINE ROAD DDCtE HIGHWAY SITE 70% 7 2 II 880 0.8196 NO
COUNTY LINE ROAD SITE USi 30% 3 2 II 880 0.35% � NO
X�1Doaarre�lPRO.lECT912 0 1 411 41 1 4 Co�cdy Lhfe Rd Mu19 F �
� mn0y-BeOa Y�IolTretBolTrefAo Repat SiMMO,�'S<�' NF117'F
a� � e�ni � ers�n tomtrtota
TABLE 7
TEST 2- PRWECT SIaNIFICANCE CALCULATION
PMI PEAK HOUR
TeBT 2- FNE YEAR ANALY819
DIRECTLY ACCESSED LINK
TOTAL PAII PEAK IiOUR P�JECT TRIPS (ENTERfNG� e 9
TOTAL P� PE14K HOUR PROJECT T�8 n 4
� , �, ' � � t 4 F � : � l�li° .
; - , � ,. 1 H, - �r A,�. 3 ,�� S.S ` r �''+: _ ,�' �'^ ���� .��M�. - ,�, .,� '.r. ,� i rl ° �0��� tr =5 _
. x _•• • , ,•. ? � � � - PROJECT :� PROJEC7 `� ptlSTINf�" - ` -� LOSE � r PROJECT . • Pl�O.IECT ;.
STATION _ROAOWAY . " ' . � _ . •:. " � FROMI x � , . ' ° -,.: � ' TO ;;- . ; _ . . '' " � � D15TitIBUT10N TRIPS ' ` , LANES - ` �IASS STANDARD ° IIAPACT, ', 810NI�ICANT.
COUNTY LINE ROAD DIlOE HIOHWAY 31TE 70°!0 8 2 II � 0.73°b NO
COUNTI' LII� ROAD SRE U�1 30% 3 2 II 880 0.31% NO
X�IPRQIECT31207�74114 Cmoity Ltrre Rd Mu� FmNy -Bepa V�1T�AalTraflb Report �.
BJC SI141MQ�LS�� WHiTk
a
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SIMMONS WHITE
ENOINEEflINO 1 PLANNIN6 I CONSULTINB I SINCE 1882
October 20, 2014
Job No. 14-114A
Revised 12/11/14
Revised 1/30/15
DRAINAGE STATEMENT
Bella Villaggio
Village of Tequesta, Florida
SITE DATA
The subject parcel is located just south of Couaty Line Road approximately 500 feet west of
US-1 in Palm Beach County, Florida and coatains approximately 1.5 acres. The addresses are
3754, 3764, 3774 Southeast County Line Road and the Property Control Numbers for the
subject parcel are 00-43-40-30-00-000-3050, 00-43-40-30-00-000-3040 and
00-43-40-30-00-001-0030. Existing development on-site consists ofthree abandoned, single
� family residences and one garage structure. Proposed site development consists of -
demolition of existing structures and construction of sixteen townhouse units. The site is
currently in the Village of Tequesta. For additional information conceming site location and
layout, please refer to the Site Plan by Gentile Glas Holloway O'Mahoney & Associates, Inc.
SITE DRAINAGE
It is proposed that runoff be directed to on-site exfiltration trench by means of paved or
grass swales andlor inlets and storm sewer. Due to the project's location on the coastal
dune and the high quality of the soil, the project will be designed as a zero dischazge site
with the required design storm events stored on site and in the exfiltration trench.
Drainage design is to address the following:
1. Building floor elevations to be at or above the level produced by the 100-yeaz, 3-day
event.
2. Parking lots to be protected from flooding during the 5-year, 24-hour event.
3. Due consideration to water qua.lity.
Stmmons & White, Inc.
5601 Corporete Way Sutte 200 West Palm Beach Florlda 33407
T: b61.478.7848 F: 661.478.3738 www.simmonsandwhite.com
Certificate of Authorization Number 3452
, I
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�, o�, Si � Eiridye R� �, f �� �. `, -: � sc.� N07 70 SGILE
st�u AIA� ^ ? I� I� �� �� � li
C�i.i*rh �- " � ' FIELD BK.PBC.dB/Jl-.x5
- _ r_,,, _ :
�- DRAAN BY D�
. LOCATION MAP CHECKED BY E.A.[.
NOT TO SCALE
�
� ,57/Rl�lZi�PS' NO1FS �
' i. BEARINGS AS SHOWN HEREON ARE BASED ON STATE PLANE COORDINATES, �
o NORTH AMERICAN DATUM OF 1983/1990 AO.A1SiED. RORIDA EAST ZONE. �
o REFERENCE A BEARING OF 589'42'32"E ALONG iHE NORTH LINE OF SECTION 30,
�� q���qpppy TONMSHIP 40 SOU7H, RANGE 43 EAST, (ALSO KNOWN AS THE NORiH L1NE OF a�
N
� BEGIN AT THE NORTHEAST CORNER OF 7HE NORTHN£ST QUARTER OF 7HE NORTHWEST GOVERNMENT LOT t) PAI.M BEACH COUNN, FLORIDA. � �'
�UARTER OF SEC710N 30, 'OWNSHIP 40 SOUTH, RANGE 43 EAST, AND RUN THENCE SOUTH �
Q ALONG THE EAST tJNE OF iHE NORTHWEST WARTER OF 7HE NORTHWEST QUARTER OF SAID 2. ELEVATIONS AS SHOWN HEREON REFERENCE THE NATIONAL GEODETIC VERTICAL
� $EC710N, A DISTANCE OF F'�FTY (50) FEET TO A POINT MARKED WI7N AN IRON PIPE, WHICH IS DA7UM OF 1929 (NGVD 29), REFERENCE PALM BEACH CWNTY BENCHMARK 'MAR Q� W
� iHE PUCE OF BEGINNING OF 7HE PARCEL HEREBY CON�EYED; 7HENCE SOUTH ALONG SAID 10', ELEVAiION = 16.532 FEET. /
� �UARTER SECTION 11NE A DISTANCE OF TWO HUNDRED EIGHTY (280) FEET TO A POINT � Z �y
� MARKED N7TH AN IRON PIPE, THENCE WEST, AT RICHT ANGLES TO THE LAST UNE, A DISTANCE 3. THIS SURVEY IS BASED ON A CIOSED GEOMETRIC FlGURE EXCEEDING A � LL
� OF ONE HUNDRED (100) FEET TO A POINT MARKED 1MTH AN IRON PIPE; THENCE AT RIGHT HORIZONTAL CIOSURE OF 1:10,000. � V
ANGLES TO SAID LAST LINE AND PARA�LEL 1N7H SAID FIRST UNE, NOR7H TWO HUNDRED Z V
N EIGHTY (280) FEET TO A FOINT WHICH IS ONE HUNDREO (100) FEET WEST FROM THE POINT 4. WELL-IDENTIFlED FEATURES IN THIS SURVEY AND MAP HAVE BEEN MEASURED p �
N OF BEGINNING, WHICH POINT IS MARKED WITH AN IRON PIPE; 7HENCE EAST ONE HUNDRED TO AN ES71MA7E0 HORIZONTAL POSITIONAL ACCURACY OF 0.2 FEET.
� (100) FEET TO THE POINT OF BEGINNING. 5. lHERE WAS NO ATTEMPT TO LOCATE ANY SUBSURFACE FWNDATIONS. V � H
RESERVING, HOWEVER, UNTO THE GRANTORS AN EASEMENT FlFTEEN (75) WIDE, UPON, OVER � m � W
a� AND ACROSS THAT PORIICN OF THE EAST FIFTEEN (15) FEET OF THE ABOVE DESCRIBED 6. NO UNDERGRWND UiILITIES WERE LOCATED OR SHOWN HEREON. � �
� PROPERTY EXTENDING FROM THE COUNTY LINE ROAD ON 7HE NORTH, SOUTH TO THE SWTH �/
7. THIS SURVEY IS NOT VALID WI7HOUT iHE SIGNA'fURE AND ORIGINAL RAISED `i �
( SIDE OF THE GARAGE OF GRANTORS, WFiICH IS NOW IMPROVED BY A TAR AND GRAVEL 1"'
SEAL OF A FLORIDA LICENSED SURVEYOR.
� DRIVEWAY; H711CH SAID EASEMENT SHALL BE FOR THE PURPOSE OF INGRESS AND EGRESS, 0 a
3 FOR THEMSELVES ALONE, MATH NO RIGHT OF PARKING THEREON; SAID EASEMENT SHALL 8. THIS SURVEY WAS DONE NATH 7HE BENEFlT OF A TITLE COMMITMENTISSUED ��
� EXPIRE, TERMINATE AND BE AT AN END AT SUCH T11AE AS GRANTORS HEREIN MAY DIVEST BY FiRST AMERICAN TITLE, ANO SUNCOAST TI7LE. REFERENCE FlRST AMERICAN TITIE f" � Q�
p �n� ra, 1}IEMSELVES OF TITLE TO THEIR PROPERTY ADJACENT TO SAID EASEMENT ON THE EAST SIDE COMMITMENT FILE NUMBERS 14-187, 14-188, AND 14-189, EFFECTVE DAlE 4�
� OR SUCH TIME AS GRANTORS MAY REMOVE 7HEIR RESIDENCE FROM SAID PROPERN. THIS 6/26/2014 O 8:00 AM u� Z
w MGA TEQUESTA LLC EASEMENT IS NOT SUBJECI TO TRANSFER. ��
Z FIRST AMERICAN TITLE INSURANCE COMPANY 9. THE LEGAL DESCRIPTION FOR THE LAST PARCEL HAS SCRIVENER'S ERRORS ON Z
� SUNCOAST TITLE �+ �� �� THE DEED OF RECORD. 7HE LEGAL DESCRIPTION SHOWN HEREON WAS TAKEN FROM �� �
7HE WEST 75 FEET OF THE NORTH 381.6 FEET OF GOVERNMENT LOT 1, SECTION 30, TOWNSHIP THE TITLE COMMITMENT. � O
j 40 SOUTH, RANCE 43 EAST, PALM BEACH COUNTY, FLORIDA, LESS THE NOR7H 50 FEET 10. 7HE PARCELIS LOCATED IN FLOOD ZONE C PER FEMA MAP PANEL � M
Q 7HEREOF FOR ROAD RIGHT OF WAY.
U ABBREVIATIONS SYMBOL LEGEND t2019201068 y, � LLI
O AC AIR CONDfTIONING �
Z BLDG. BUILDING x 7�.47 fIELD LOCATED POINT �� � Z�
00 WITH ELEVATION J�L�PI�y�i�P�� Q�Fnf�CJI �F
� CBS CONCRETE BLOCK STRUCTURE BEGIN AT 1HE NORTHEAST CORNER OF THE NOR7HWEST t/4 Oi' SECTION 30, TOWNSHIP 40, �
CCR CER7IFlED CORNER RECORD SIGN RANGE 4J EAST, AND RUN THENCE SOUTH ALONG THE EAST UNE OF THE SAID NORTHWEST I HEREBY CERi1FY ?HAT .;riE "3C7A'DARY SURbfY .SS SHO'NN HEREON IS A TRUE F
a CLF CHAIN LINK FENCE �v � 7/4 OF THE NORTHWEST 1/4 OF SAID SECiION, A DISTANCE OF 50 FEET TO A POINT MARKED AND CORRECT RE°RESENTA�19N U'r� A FIELD SURVFY F1ADE l!N�ER MY DIRECnON «
a� CM CONCREfE MONUMENT '�r` NATH AN IRON PIPE; THENCE RUN WEST, PARALLEL WI7H THE NORTH LINE ON SAID AND CHARGE ON JULY 24, 2C74 AND SAID �BOUNDnRY SURV�Y IS TRUE AND 0
S CONC. CONCREfE � MAIL BOx NOR7HWEST 1/4 OF THE �OR7HWEST 1/4 OF THE SAID SECTION, AND 50 FEET SWTH ACCURATE TO T!iE HFST CF MY KNOWIEDGE P�.ND BE�EF. IT !S FURTHER CERTIFIED a
L` (D) PER DEED THEREOF, A DISTANCE OF 100 FEET TO A STAKE WHICH IS 7HE POINT OF BEGINNING; THENCE THAT THIS �BOUNPARY SURVEY COMPLI�S WI��Ti 1HE STANDARPS OF PRACTICE FOR �
� - FND. FOUND � WATER SPIGOT
� RUN SOUTH PARALLEL TO AND 100 FEET WEST OF THE 1/4 SECTION LINE A DISTANCE OF "BOUNDARY SURVEY 5'T FORTF; BY THE FLORIDA BOAZD OF PROFESSIONAL
LB LICENSEO BUSINESS 280 FEET TO A STAKE: THENCE AT RIGHT ANGlES, RUN WEST 50 FEET TO A STAKE; THENCE SURVEYORS A�D MAPP'�RS IN CiiAPTER 5J-17, f LORIDii ADWIINISTRATIVE CODE,
� " (M) FlELD MEASURED � WATER VALVE NOR7H 280 FEET AT RIGHT ANGLES TO THE EAST LINE, TO A STAKE; THENCE EAST 50 FEET PURSUANT TO SEC170N 472.027, FLOFI:JA STAN7ES.
co N0. NUMBER � WATER MEfER TO THE POINT OF BEGINNING. �
v OHU OVERHEAD UTILJ7Y LINES BETSY LINOSAY,-INC.- �' 9HEET NO. 1
P.L.S. PROPESSIONAL LAND SURVEYOR � ELECTRIC METER __.. .
`� ' TRAV. TRAVERSE CONTAININC 66,942 SQUARE FEET OR 1.54 ACRES, MORE OR LESS. SURV�C'YIN�ND,M/(APIN(: . �
� 1YP. TYPICAL . � ���� � �=__��, �' OF 2 3EiEE'1'3
SUBJECT TO ANY/ALL DEDICATIONS, RESERVATIONS, EASEMENTS OR RESTRICTIONS.
�O PT• POINT ELIZA TH p LJND5AY P.L.S. �--�- MOT �1'AL1D N17HOUT 7HE SIGNATURE
n FLORI A REGISTRAi10N N0. 4724 AND ORi�INAL RAISED SEAL OF A PROJECT NO.
v FtORIOA LICENSED SURVEYOR AND MAPPER 14-61
�
, TEpAPORARY BENCHMARK v �
SET 5/8'IRON ROD & CAP Zj
- '1RAV. PT. LB 8852� \ H � O
POINT � CONMENCEAIENT ELEVATION=28.13' b Z �
NE. CORNER OF 1HE
CONC. APRON NW. Ya OF 1HE NW. Ys a � lL N
� y` � � �� OF �CTION 30, �1 N�
,�� ro ry v e� � TOWNSH�P 40 S.� `L, �
�R�Q'� .(� 1 F � , ry 'L 9 �,Y RANGE 4J E 2?�� .�h� � YJ Q Z
BEARING) ti � W �
- - - - S89'42'32'E �,e C0UN7Y L1NE ROAD CONC. APRON ,��� � A � � �
NORTH LINE OF - - +�FIACS'�AQEMEN� e �ONC�1�C - - O
SECTION � a° °�.'' � GRAVEL DRIVE ti � �° a 5 oyo 1� '� � u�j
� ry ti � M1'� 'L '4 'L '46 � /� �
N.E. CORNER SEC710N 25-40-42 �^ p .���� \ �v °y . m g� � ;F n_" y � �ye ti � F�I � � ^ �
FND. BRASS DISK IN ROUND Cb1 FND. 2�x2' CM '� 6 "� v ''�� m e' o a e�' .
'PALM BEACH COUNTY GEODETIC SURVEY ti ry�` ry�" � � ��� � .� �°'^` . o ml . ry y� � ' �, ��,b�y '_+,' FND. 2'x2' CM � a Z N �
CCR �053182 �NQ �� C n�� � � � � WP�'.� —"F — 91 _O. �M1j��� ry by 6_•bry y z � � W
' �_ - _ _ — �' 6 ��Cn �'— - � — �5 � ryh — — {hTM N� ��� �N � � �L7 �
0.07' S.. 0.55' W. �oo°� � � �; � - � $Sg�42�32�E p �° NT OF �^q o o�4„e� ^' �� o �a�,g ,� � 'yM1b �NO tDENTIFlCATION) Z � � �- � �
___ __ sRF POIN o o 'L� , S� � 225.26� '" NNING k� Q � Q�\� ry 1' r�6 �- j�?
o z°�e- 50.28'(M) 2 � 4232 E { �` y �e^� �•� �. - � - - - - � V1 � 2 �
Q° i 50.00�(U) c.o .. 100.00' m m � �B ryy �� v_ �. i y �a ° v ° �.,� � a0
3 GRAVEI DRIVE ±� O �.�� �T�.� I(� IA �M1 %� 6 9� 0 1 6 ;`� . m . 090,,�p_99a W� '4� e� ' l � N
M 'T'
^M) '4 ti 'L 'I.'L M1 'N� b� � 1�
o n CURB (IYP.) CONC.'� 47.14' S y 7' � e'n �� ryw� M1a WALL 1T1
4.� 1 ' b/ CB$ — _ r J� �$ W�L 1�1
o g 20.43� 23 CONC. m W/J1 ,� '�7 T 9.97'
o�`+ OLD CARPORT 7 STORY k�`' + t2Y ry I ry �.
Z (NO ROOF) CBS BLDC. oe.�O' I�^ � CONC.
1 STORY I
SANITARY S �Q,�j�� 0.7 rye �' CBS �� CBS BLDG. I'. BLDG.
20.24' 2s7 �? CLEAN 7 .t' WALL i4.0' ' I� OVQtHANG
C. '.'�,._ ryry OU7S (2) 'L � STORY� xy � I.�"�a` m °
�; 2239' , ': � , � N "° ry�.o . y I CONC DATE REVI3ION3
Z"a 3 2t•a' _ 9� 1 STORY .. � BLDG. o.e' ry0 ry�� �N a.o 0 Y aa' � t0.t7
W � o M ryyo CBS BLDG. ry �. y � I m ry e ry � �.-� �,e
�6 M T N � 8.�� 6ry � 1.��9 � 28.1� � �' �B.Z
�� � p 2249' so i.a' CONC. " �:�6° � ry^ -.-- � ,
W � O y-O� s 9^ 57.35� ti� 28.9' 13.78� ryed ry0 �� ry0 ?+q�
F � Z M1 e ' . h N 1 'L 'I. 0
� O � CO C. ti .yp �.ys;:.:o' ,y ^9 h-,ya' � ry0
N� Z
LL 1 ' tib� 1 5 ti� �RB b riONri.
� N �.78� + ��4 , � � 6 ~ h 1�'L 69 '1.� �'L .,S 'L9 .�0 AC PAD �
�L �
+ ry � PAVER ^�'^ ,�� tie
a��� � f ry �
� 8' CBS �,'+� CURB
� WALL 3 '��� • ry°' C NC. a W � DATE O7�Z�f2O1�
O o GRAVEl DRIVE� �� �� y� ry �e a
v� s' c� =' � e• ces e%� o o y reT.m 1
O o tfl
_ P� N W WALL }o � M Z FIEI.D HK PBL' 3B/.7/-J5
. Z TEMPORARY +� O M DRAWN HY D.B.
BENCHMARK =° $ 15' INGRESS/EGRESS �
^ SET 5/B' IRON p m �p�Q.�T (WILL CFIECI�D HY EAL
m ROD & CAP °D $ N 7p�MINATE AT THE h''
. 'TRAV. PT. LB 8852 �� TIME OF TTLE
E1EVA710N=27.49' �q�,�s�)
y b
� ry N �
� IWES 50'(D) �� �
R �
U ry �, � 50. 6'(M) +" 100' + �0 N
� � �,�, '�' EAST 150'(D) ry q 0 g
N h �so.zs'(M) vvEST �s' .�� ac
g N 90 . p� 5� CLF CORNER �� �
Q 8933'01 B.OU' S. OF t� FND. Y�2� CM
� 0.78' ry y PROPERTY IJNE o 1NTH Yi NETAL PIN � �
n ^ry 0.00'D
co 75 o ts aa �� (NO IDENTIFlCA ON) F-�
v - - - - - W E ' 2 W �,e` O.B1' p Z /y
� � FND. 2'x2' CM ry" m M
150.26 � . I..L
x�ni Y. METAL PIN N z A .
o �� t' °�' (NO IDENTIFlCATION) � 12' CBS WALL � o � g' CIF CORNER � U
a E 1/4 CORNER SEC710N 25-40-42 0.18' S. N � 0.89' W. OF
� FND. BRASS DISK IN RWND CM � ip PROPERTY LINE F� � J
'PALM BEACH COUNTY GEODETIC SURVEY 5' CLF CARNER p j 5' CLF & () �
N ; CCR �053182 AND �018054 4.76' S., OF 5 ' � C �� a 1.05' 12' CBS WAIL �� �
m PROPERTY UNE m �
� � N 0.52' N.. 1.31' W. 221'
v� � g ABBREVIATIONS y�80L LEGEND OF PROPERTY CORNER ry ,� , N89'42�32 o ^� ��+
o� $ N AC AIR CONDIiIONING FND. 4'x4' CN H
3 z BLDG. BUILDING x 71.a7 FlELD LOCATED POINf FND. 4'x4' CN m 75.00� m yy�TM p��� DISC Od ��
� CBS CONCR�E BLOCK SfRUCTURE ' N� Q� A T I O N NA7H AWMPIUM DISC 'PIA1 PSII 2439' �
� CCR CERiIF1ED CORNER RECORD SIGN �PRM PSA1 2439 F I Q�
Z�
� CLF CHIUN LINK FENCE y'y �
W ° CM CONCRETE MONUMINf 'Y' � EAST LINE OF THE �
J �� CONC. CONCRETE � MAIL BO7( NW. Y4 OF THE NW. Y� �
� � (D) PER D� OF �CiION 30-40-43 �
p v FND. FOUND � WATER SPIGQT O
Z Z � LB LICENSm BUSIN65 �j1 WATER VALVE �
O =� OHU N OYERHEAD U11 LINES � WAiER MEfER W
p �� P.LS. PROF6SIONAL UWD SURVEYOR � ��� M � � �
�. CORNER OF THE a
Z �n TRAV. TRAVERSE NW. Y� OF THE NW. Ya Z d'
� �' 0 IIPlT� OF SECTION 30-40-43 0
� GO i�i ENT 1 1�
c V
�, a
� a
� N.E CORNER SEC110N 38-40-42 N. 1/4 CORNER SEC710N 31-40-43
NOT FOUND
BRASS DISK IN RWND CM FND. BRASS DISK IN ROUND CM
�• 'PALId BEACH COUNTY GEODEIIC SURVEY �PALM BEACH C�1NTY GEODETIC SURVEY'
CCR �053185 AND �018075 SDU�{ LWE OF � Ys �925'40'W CCR �53429 AND �0015738 �ET NO. `Z
� - - - - - OF SEC710N 30- 2 827.07 � - - - - - - - - - -
m - - -
�Q _ oF 2 sr�rs
v
PROJECC NO.
— 14-61
iii
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----------- I-------------------------------------
{ j Site Data
- - ---- - -- - -- - — - -- - - ----- - -
-- ---Evt�t� ��e - ' — � - - — -- - - -- - ��
� s ���� 9 � Fxistfng Ldnd Vse Mec�ium De s Resldent I
dn,�my Fxisting Zoning R-2; Muklple �mlly Dweling DlstHct
■ --------------------------------------------------- ----------------------
---------------------------------------------- --------- -------- �-- --- --- ----- ------- ---------------------------
Ik Totdl Ske Area i.54 dc.: 66,942 s. .
---�- - � - � - --- Gentile Glas
• �'�,, z ,,-'"� Allowable Dens 18 Vntts; (12 d•u./ac)
� ,�°- ~ � '�- _ . -_ �isting Er,�y Provi�e� Densfty 16 Vntts (10.40 d.u./ac.) Holloway
n ` y ��a� .� t c wa 6'Conc. walk ` -�- f __,„ -,-., Max. Bullding Helght 2 Storia, notto exceec� 30' � 'Mahoney
� d �—' 6'toncw8lk ° :. � - - - - - ---__�"'-�---_``-- -,- - -- ProposedBld9.Helght 28'-9°(Mdx) d��wc��t� e.
- � - - , . -. .. -._ - � _ - .-.. -� --�-d <<.e -
_ T4� � �� -,-�----�_
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Sqmped AsphaR +z• c i t �P s�e� �(� �'� �aaaik Bullding A 7,517 sf. �� �,��„
�
''J° sarazsz�- � � - �- - =' - - - - - Building B 7.511 s.f.
'- - - °'��� � "�"r� °� ^��„ - - - - Build�ng C 7,623 s.f.
w � -•�,� � FF+ �., vc vP 1907 Ce�� Isne
�y..,. .-- ',��a,ao�sa�s�yhc Pool House 206 sf. s�rc im
� � � "��e�ny r�a� � `� ' ;; Total Lot Cweroge 22,851 S.F.; 34.1� C3/� Max.) ��, m�e s�se
'-3'hi h �
S�g� -� —°s —�--- 5---� r z�l , �,� „ � 9 � Landsqped �n Space Reyuirea 20.083 S.F.; 30� Min. �
27b' " 78 ' ii ^9`"'� ' S6t-57s57mFns
r - -, - �- -, , Landsqped �n Space Provided 72.432 S.F. C335�) ��„�
i - - - - - - - - - - - - - - I � ; �. � Lnl�rvlous Area Data
, _, Build�ng A 6,954 s.f.
e N O �' � r n.c. unn I �� � � � Builc�ln B 6.954 s.f.
Bldg. Setback Llne ume�e � ume� t �z• �� � Ex.6'CBS Wall 9
s � � , I � BuAding C 6,939 s.f.
� � �; ' Pool House 186 s.f. �
� ---------------------------- I �; I�I Parking Bi DNve Isle 10,329 s.E.
---------- ---------------- I
I •'� a DHvewdys, Walks & Patlos 70,343 s.f.
6' Conc. Wall I Typ. A.C. Unk ��� I '; Pool & Deck 2,805 s.f
� °tk � � �i � Totallmpervlous 44,5105.F.(665%)
�� j Parking Requleed 32 Spaces C2/untt) .
I I '
I I ° a ', Patking Provlded 32 Gdrage Spdces C2/untt)
� � O O --------- � . , 2 PoolSpaces
, --------------------- ---- �� ;
��
Cypress Mdnor � � ��� R i �;; � 34 spaces -
Zoning: RH; Residentidl High i ��� L � �� ', Hand�wp Parking Requleec► 15pace
� ESf. FF =�s.o �. �°�.o i ;; Handl�p ParWng Prwided 15pace �
LV: HR-12; High Residentidl � i ,�� ' Cdsd del Sol
� ----------------------- --- � ew ', Flood Zone Deslgnation 'C' per FEMA Panel 120T920106B '` "�
-------------------
i i �; � Zoning: R-2; MF Distrtct '�
Z � Typ. A.C. Unft I �� i
��, u�m� u�nea Typ.A.C.Unft i :; I LU: �
, � w
, :;
�
• Fx8'CBSWaII� � I �� I
---------------------------- ---------------------------- I
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_ ' �s' +�.A � u �
- Y -- i ;; Building Setback Data �
L -,=--- -, � � i i urmn � wn� ts� � ;I mm1 vro fA
�.5 'ChdlqllnkFena . 1 � I i I �� i Frorrt(north) 75' 25' �
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� � i i i ESf. FF ii ob on 14060't
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6 I � i i i 4� Rhaq Wall ii a'.e,.:...,.� 2/11/75
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i� NOTE '� ' - ,� , �.-'.�
�i I i �j -V0.0/ERTOBEBVILTINONEVNAfftrORDIXOFCOMiRVCTON � � t H,-�
I 1� _----'-- TOBEBNLDINGAB.CORACCARDINGTOMIA0.REfDFMAND � �-� "� ^ I I! 1 u��
� t c _ !
e 6'ConcWall �� I� � ro,_;a,_,_,_,_,_, j i �; ��' ---°� i � i.: sh��
Cypress Mdnor �--- -� „ �--- --
, Z� ---- --- � ,, Sibe
Zon�ng: RH; Residentidl High ; � ;j � _ c���N�*� Development
LV: HR-12; High Resic►entidl " `" �VAIWNGSVAC65FIALLB ��� �,�,A�
COnsultants: n ■ ■ • ""' J; � �� ' �, � �
-- ______'_ _______ ______'_ �1 -ALLPLANIINGARFlSAV�LLRKIEYEtOVi v COYflNGEFROMAFVLLY
�_ _ ��_�_____�__���
N894232 - 75.�' AVIOMATIC IRRIWTiON MTEM. EQVIP7ED WITHA PW N SFTb00.
• Deve]o Iandecape Architect Plemrer. 6'Conc. Wall �� �_ ' _nuuwoscnvemnnosv+nu.eeexuvnrzomnoFSwovw� 0 10 20 40 60
P� / Fx. 6' CBS Wall m encu,uco wm� mmnm er�u.wc
mcnrq�,.uc �cbwno.4ro'�++�-r��� ii = ' Scelel"=2(P
B�VSXv�1.5vle3 1901Comma¢Ime.5�ef01 III F �� ""-"-- -- -INEDIRECTIONOFALLVROVOSIDlIGH11NG91AlLBED1RERmAWAY
�nor+nwncwrvaovmn¢
Nml6VJmBOCb,nsaoe Jw�.rlsa� 'ii i -�awwnoNSOURCESwLLIBEwEU.trwLtv.
SM-n694a0 567-5�5-9557 u Sheat Na
Casa def Sol -^u^^��.������P�*���m�^^�
Engl�r. LandSurveyor. Architect i i Nio��ou�snraRn�n�o n+r+�aovcHC�svim�����
��'°°""�."` �„'°"°°�'."` "'°�'�^"'�` I" Z nin R-2; MF Distri �1 ��
WalhMBqcL.R9CQJ 2(BN.VSi.Vn@e 519Clmvl�b9ialP1Q I� i C�: -ALLRESI7ENTIALDWVESSMALLNAVEVVBLIClK�AVAIV�BIL�IYAND
JupRm.Fl.6%� TayoelyFLSE69 WbtValm&xh.R�G01 �� 511ALLBEM/JM'NNmBYTHENOA NORTH
�,�_� �,_�� ��� �� P==`= LV: -��„N��,,,�,��,���
III I - NOON ST0.EEf VARItING W61 BE PE0.MIIlm. 1�
. � O�/'S6l7DISAlI0.lghhAcaad
� ��
±76' . �
_ ' � f
�'°° � Gentile Glas
! oN srx�. I Hol loway
* 1 PARIQNG Alum. sign (am, wh�4e �
• I outllne,dd�kbelgek�ckground. �; O Mahoney
PROHIBI'I'ED white letkero & Mioclate�, lec.
_ Lsnaecape nrcha�e
CBSw211 system; Paln4 color: ;
Plevmn md
Sherwin WIIIWms Welcome White
- I I� EnvuammenmlConsdmnb
85W6658 _ ..' - I
� �., �_�. � t9mCommam�.a»
s� �m
4°Aluminum Posk
J�. moride 33ass
Perimeter Wall Detail Color. Sherwln Wlllqms Ca ��m. �1-�s�
v�� ��.5,s� P,�
MANVFAC�I/RER BEACON �Sy,��59 MANVFACNRER BEACON �
wwx.BFACONPRODVCTS.mm wwa.BEACONPRODUCTS.mm
N.T.S. DISfRIBVfOR TONYPLONNER DISIRIBI/rOR: TONYPLONNER
LIGHTING DYNAA1ICS LIGHT7NG DYNAMICS
1-95Q-5D-0033 1-954-527-003i
MODEL LE0.ACORN24N&b0-DIR(30R5) MODEL PB&t2/AC/LED48/INDS/LSP/DMT/ABBB
MOVf�fTINGHEIGHT: 12'ABOVEFlNFV.GRADE MOUNiINGHEIGHT: ATflN15HGRADE
MATERIAL CfSiALUMINVM COLOR BLACKORAPPROVEDEOUAL i
COLOR BASIC BLAIX TIXTURED MOUNTING: TO BE MOI/fYTED DER MANUFACNRERS
MOUMING: TO BE MOVNTED PER MANUFACTVRER'S SPECIFlCAT10N5
SPECIFlCATIONS
Light Pole Detail Parking Sign Detail Bollard Detail
N.T.S. �'�'- PI.TS.
�-6�� Ralsed Walk
8" B"
Ed e of Pavement � I � 4 X B BTMIDARD PAV2R TO BQ �� �
9 4 x B PLAZA BTMIDARD PAV�R TO
4° Wide White Stripe �eo�ieR eoa� �°� uee� vaz o.s�c w iaaaau,� sam O
PATTERN
� 4 X B PLAZ.4 BTAWDARD PAVER TO r-i
m 4° Wide Blue StHpe ��a �� e� � W
• 5' Access Isle o�cTioN oa rnnve�
_ DItgCT10N OF 7R4�L
NOTE COFNER DETA118 � �� _ _ -- � - �
' �� 12� � _ � - y - 8 � - �,F:; ( , ,.�j,
L _� 5' ; ' r
�
�
P1Y St�l De� Roadway & Driveway Paves Pattem Sidewalk & Crosswalk Pavex Pattem �
g OR EOVAL PRODUR OR EQUAL PRODUCT Building Data
N.T.S. MANUFACTVRER BELGARD HARDSCADES
MANUFACIVRER BELGARDHARDSCAPES DISfRIBVfOR COASTALOLDCASTLE(ORAPPROVEDEaVAU Bu11dInA UNtlUnit2Unit3Unit4UnIt56WlmnTotal
DISfRIBVfOR COASfALOLDCASRE(ORAPPROVEDEQUAU � 8
561-844-5202 56�'-844-52�z 1stFlonrAlrCondltlanedSpoce B00 B23 823 823 800 4,069SF.
www.OLDCfSTLECOASfALmm °V1 �"��� E ��'� A �� ]stF(ourNanCandlNoned 724 6B6 686 696 724 3,SO6iF.
SERIES: OLIAN SfONE/CLPSSICSE ES SERIES: L D O e ICSE ES 2ndFlnorAlrCnndWonedSpoce 1,398 1,3H7 1,387 1,387 1,3� 6,957iF.
SiZE STANDARD (4'�'x2°.d7 SIZE STANDARD (4'�'x2/e7
INFlELDCOLOR HARVESfBLEND INFlELDCOLOR BROWNCHESfNVf ZndF/anrfdonCOndttloned �5 140 140 140 ffi %OSF.
BANDINGCOLOR SAMEASINFlEID BANDINGCOLOR WA TotvlA/[Space 2,7� 2,210 2,210 Z210 2,19817,026SF.
FINISH: SfANDARDFlNISH FlNISN: STANDARDFlNISH 7otalNnnA/CSpore 1,0� BZ6 B26 826 1,009 4,4%SF.
PATTERN: RUNNINGBOND PATTERN: RI/NNINGBOND 7otalUnitSpuce 3,207 3,036 3,036 3,�6 3,20715,5125.F.
p� MTFi
pmmrc DLR
BuIldingB UNt1 UNt2UnIt3UnIt4UNt58WIdIngTOW p�� G(',GM7HEMp
1stFhorA�Cnnd%oned5poce BW 973 873 B23 800 4,O�SF. peoc 12/f8/f4
8� 8� 6= 8� 1stFfoorNon Condkluned 724 6�i 686 696 724 3,506 SF. )�y �, 14060¢
� L � ��� ZndF/ao�AlrCnndklonedSpace 1,3� 1,387 1,387 1,387 7,398 6.957 S.F. u'.�:..�� 2/11/15
- j� 8 X B 0Td�4RD C.QJGI�TE PAVFR 2nd Fbarltlon Condltloned ffi5 140 iG0 140 2g5 %D SF. 03/02/2075
TO B8 U88D POR od+IEL.D RJ BTAdC TotalA/CSpuce 2,198 2,230 2.210 2,210 2,198 11,0I6 S.F.
q• 4 X 8 BTAPIDA� PAVER TO B� BONID
�D POR II��P1D M 64B1�T tl.EAVH Total Non A/CSpore 1,�9 B26 826 B2G S,OW 9,4� S.F.
PATtEtaJ TotalUnkSpore 3,267 3,03E 3,Q36 3,036 3,Z0715,6?25.F.
Decoratwe trim to matrh bidg. a x e eTanroa�c PnveR ro ea
4 . ;_ ..;. . � , ... ,- columm, mlor. Slxrwln Wlllqrtn � � ��� ���'
,. .� -:� westh�gh�dnd Whlte.�5w7566 �� �
� � 8u11dIngC UNt1 Unit2Unk3Unit4UnIt5UMtfi Total
\ • 1s[FImrA6Condltloned5puce 576 586 586 586 5� 576 3R�S.F. S�1
m �`���: Ss.F.S�gnFam:Aluminum,VVht6ebeckg 7stFlunrNonCOndHloned 710 Sfi0 Sfi0 560 560 710 3,6�SF.
�ogoscreenprintedinDarkGreen 2ndFlooiAtrCOndtt/oned5pace �,� i.i�n i,uo �,uo i,i�n �,in e, 7549.F.
'>3.`;'::.':��.''--.`' : StuccoNnlsh,color.SherwlnWlllWrtn ��RD�'� 2ndFbarNnnCOndltlnned �z �o �o �o �o �z 9oas.F.
WelcomeWhite,N5W6658 TotalA/CSpoce 1,733 3.696 1,6% 1,696 1,6% 1,73310,750Sf.
_ � 4Ob �� P �� ` � 8 � TotolNnnA/CSpace � 6m eso evo s� � a,ssas.F.
� To[al Unit Space 2,635 2,3� 2,386 2,38fi 2,386 2,635 14,819 SF.
numbe�s
`•� �,,•` SEu«o Flnlsh, color.5herwln Wdl4ms q•
_ _ CapthaHng Cream, 95W6659 Townhome Entry Wa]k Paver Pattem Pool Deck Paver Pattem Pool House T��
- OR E�UAL PRODVCT OR EQVAL 7RODVCT Total A/CSpore 0 S.P.
LEDVpllght TotalNonA/CSpace 1�S.F. u ��
MANVFACTI/RER BELGARDHARDSCAPES MANVFACTI/RER BELGHRDHARDSG^.PES TofalUnitSpoce 786S.F.
� DISfRIBIl�OR COASiALOLDG45TLE(ORAPPROVEDEQUAU DISfRIBVfOR COASTALOLDCASfLE(ORAPPROVEDEaVAU '���
561-844-SZ02 561-8d4-5202
E� Sign Detail wwr+.OLDCASTLECOASfALmm x�w.OLDUSRECOASfALmm GRAND TOTAL (Bulldlrtgs A, B& C) 1 �
SERiFS. OLI.ANDSTONE/CIASSICSE FS SERIES: CINSERIES De�S
n v SIZE STANDAItD (4 x8'x2%7 SiZE: STANDARD (B'�8°x2%'J ]st FlaorNan Condliloned 1D,858 S.P.
�/Z ��-O INFlELDCOLOR BROWNCHESiNVf INFlEIDCOLOR AMARETTO
' BqNDINGCOLOIL SAMEASINFlELD BANDINGCOLOR N/A ZndFloorAlrCondft/nnedSpoce 20,6685.F.
FlNISH: SiANDARDFlN15H FINISH; STANDARDFlNISH 2ndFloorNOnCondltloned 2,8flGS.F.
DATTERN: BASKET WFAVE PATiERN: SrACK BOND Tomla/[Spoce 32,3� 5.f. ��� � SP��
To[olNOnA/CSpnce 13,7425.F.
TotalSpoce 45,OA4 S.F. ��Na
Paver Pattern Details SP-2
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Plant List St�ecifications - Exterior Plants ,��
7_4: �UALITY A88URANCE: 32: PLANTIN6 TREEB:
TI�E S 6 PALMS SOIL ANALY8I9 BHALL BE CANDUCTED BY THE LANDCAPE COMACTOR PRIOR TO APPLICA710N OF M1Y LAYOUT PLAM3 ACCARDINO TO LANDSCAPE PIANS. IF A CAI�LICT APo9E3 AS TO THE LOC4TION, .�.
I(EL' :BOTAEIICdL dRME �IIdDDI NARE ltEt3R Yf�M GLPEN SP� CNO �IlfMb SOIL AAIENDN�NTS, FERTILIZERS AND BACKFILL MIXTURE9. T}� LAI�ID9CAPE CONTACTOR SHALL U9E A SPACINO OR OTHER CANFLICT, CONTACT THE LAf�9CAPE ARCMTECT IA�A�DIATFLY.
-�1f0'! 7 l,DG7�]At�lL W857V'A4Pf11E T6�OA- • SNC�E Afl fO.FlL4SP2ilETfdl�C OUAIJFlmSOILTESTINOLABORATORY
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w. �.ow� a+nw �r. oa�niun r�a�o a¢ow. srior oaaww�s nnro �c�o cauananb�s s�n�o r+�atm+�o Fat nacwtcciwui o�rans oR ro Flf &OQC � ENGPffi1ED MID S7Af�m fiY iFfr iRU55 MANUFACfUfVER �06 NQ Ia1036
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Fw. FN� wnra. nw9tic uU.muNE MODEL E��IDiGY CODE COt�ln7AClqt SH! IL FAAIDLV� �ffiF 14. RALL�S TO BE DE9G�D i0 CAIIIA' LOADS OF ATfIC PhNS � IXCE�S 8'. 123�R WOOO Flu�.E COn6iauCilON DEVH.mWG ON WALL OR 6i4�R O&SfRUCfION. ON CL06EIt THAN 30 WC1�5 FROM CQJIER TO DRA\VN BY: �.:H �
RI1. ROOR RWID. RYhmD WIIH iF1E GOVEfL�JG CODE PJ IIS ENN�IYYMID BImO Pl M� E�N�M. COORDOVAIE LOCAlION9 Y4. DOwEtS COLUFW MID WALL REPIFORCWG TO FOO7ING N7M IHIC1N�51IXL�f Wl�Tg AOTED. CQJfER BkIWYEQY TOLLFIS OR AWNCQJf FDOIA�S. TF� 4WL BE AT MI'RC�VED. KD.Y. .�
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BE�E�7CALLYPDD(�ONiHEP1At�AtmN016. 1SFl70VmEGI7d1fEDC91ATBFN�IGPOWfOFEAd1E'�Rif�S. 28.VHlI1CALCEILSFORM0.50MNTOBEGRWf�4ULLLHAVE 33.DPrH�510NLUII�iFOR{ffADH+SMIDCOWMW39ULLLBE ANYWALL.FDOUREORDOOR.WATERQOSEICObflMIN�NI55HAlLNOf RE�ISIOrLY
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REMS WlUCH�� SI�IIIUiH7. � APPROVAL OF 1HE 26. QFANOUf OPB��GS SHALL BE PROVmED ATIHE BO1fOM � � E7/1SqC11Y � I800 K9 Qt ffT1ER AS DEIH7I.�ffD BY AN FDOURE OR DOIXL (F9.C. P17061611
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SrttUQURAL OR NONSrt2UC1URHL Ivffil�EtiS WIffiIG COt�SRVUC110N. AQ 8q62 AQ 83608. MIDAd 830.1-0B. 27. f�ffORCWG SIFII 4UYL � IAPPm 30 BAR DWD.�7Bi5 Sf(eJCNRAL 3fEEL FOR � 1980 �IIIpY. NWTEWS YNRI TABLE P29U3.7A OF IFiE F.&G 2010.
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County Line Road — Multi Family
Section 30, Township 405, Range 43E
Village of Tequesta, Florida
Water Mana�ement Calculations
Prepared: September, 2014
Revised: October, 2014
Revised: February, 2015
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5601 Corporate Way
Suite 200
West Palm Beach, Florida 33407
Cert. Of Authorization 3452
Proiect Summarv•
The subject parcel is located just south of County Line Road approximately 500 feet west
of US-1 in the Village of Tequesta, Florida and contains approximately 1.5 acres. The
current addresses are 3754, 3764, 3774 Southeast County Line Road and the Property
Control Numbers for the subject parcel aze 00-43-40-30-00-000-3050, 00-43-40-30-00-
000-3040 and 00-43-40-30-00-001-0030. Existing development on-site consists of three
abandoned, single family residences and one garage structure. Proposed site
development consists of demolition of existing structures and construction of sixteen
townhouse units.
Prouosed Land Use:
Building / roof area (minimum F.F.E. 26.0) = 0.51 acres
Parking / Impervious areas (linear 24.5 — 25.9) = 0.52 acres
Open space area (linear 24.0 — 25.5) = 0.51 acres
Tota.l area = 1.54 acres
Water Qualitv:
1) 1" Over the site:
1.54ac (1") = 1.54 ac-in Required Water Quality
2) 2 '/2" x % Impervious:
� 1.54ac-0.51 ac-0.51 acl x 2'/2" x 1.54 ac
(1.54ac-0.51 ac)
= 1.94 ac-in Required Water Ouality 11.36 ac-in Provided in Trench
Ground Stora�e•
The soil storage value used is based on the SFWMD maximum allowable soil storage
value of 14.68" since the site is located on the coastal dune and the proposed grades are
greater than ten feet above the control elevation for the azea. Per the geotechnical report
the soil type is St. Lucie, Paola, Urban land complex (Map Unit ID 41) and the USDA
Soil Survey describes this soil type as consisting of sandy marine deposits located on
knolls on marine terraces, with excessivelv drained sands noted to be present to depths in
excess of 80 inches below grade, and with a water table deeper than SO inches. Also, the
soil borings indicate that the water table elevation is greater than 10 feet below existing
grade, and the project to the east used a control elevation of + 4.0 NGVD per their
SFWMD permit (#50-06704-P).
S = O.Slac(14.68"�
1.54 ac
S = 4.86"
Site Runoff Calculallons:
Due to the project's location, adjacent to an unimproved Palm Beach County roadway to
the north and private development to all sides, there is not a feasible source of legal
positive outfall for the site. The project's location on the Coastal Dune presents the
opportunity for the project to meet (and exceed) local governing agency requirements
through the use of on-site exfiltration trench. The project will be designed to store the 100
year, 3-day rainfall event on site in 4'x 8' underground exfiltration trench.
P= 16" Total rainfall for 100 year, 3 day event
S= 4.86" Ground storage on site
Calculate total runoff from 100 year, 3 day event:
Q= P-0.2S Z
(P + 0.8S)
Q= 11.36 ac-in Volume required to be stored in on-site exfiltration trench.
11.36 ac-in Provided in Exfiltration Trench
Peak Stage Summarv for Zero Discharge (with ezfiltrallon trench):
Storm event S e (feet)
100 yeaz — 3 day 25.41 *
100 year —1 day 25.07
25 year-3 day 24.80**
10 year — 1 day 21.17
* Minimum finish floor elevation 26.0
** Minimum Perimeter Berm Elevation to be set at 24.8.
This project has been designed as a zero discharge site for up to and including the 100
year 3 day storm event, which is stored completely within the exfiltration trench.
Y
Egfiltration trench recovery time:
The calculations below axe to show the recovery rate for the exfiltration trench based on
the volume for the 100 year, 3 day storm event. Calculations are based on flow through
195' of 4'x 8' exfiltration trench with top elevation = 22.5 and (k) = 6.8x10�. Refer to
enclosed exfiltration trench calculations for other dimensions:
Qsottom = (k)(Hz)(8 ft)(195 ft)
QBottom = 6 .36 cfs
Qs�aes =(k)(195 ft)( Hz x Du — 0.5 x Du + Hz x Ds)
Qs;d� = 2.12 cfs
Total Flow through Trench = QBoccom + 2 x Qs;aeS
= 10.61 cfs
Volume required to be stored in trench:
11.36 Ac-in x 43,560 sf x 1 ft = 41,237 ft
Ac 12 in
Time for recovery of exfiltration trench:
= 41,237ft
. 10.61 ft x 3600 sec/hr
= 1.08 hrs
Flood Routin�s•
See attached
SIMMONS � WHITE INC.
5601 CORPORATE WAY, SUITE 200
WEST PALM BEACH, FLORIDA 33407
CERTIFICATE OF AUTHORI7ATION #3452
EXFILTRATION TRENCH LENGTH CALCULATION
Countv Line Road - Multi-Familv JOB NO: 14-114
DATE: 2/27/2015
L= V
K(H W+ 2 H D� - D� +2 H D +(1.39 X 10�) W D�
V= VOLUME TO BE TREATED 11.36 AC-IN
W= WIDTH OF TRENCH 8 FT
K= HYDRAULIC CONDUCTIVITY 0.00068 CFS/SF-FT
H2= DEPTH TO WATER TABLE FROM CONTROL ELEVATION 6.0 FT'�
DU= NON-SATURATED TRENCH DEPTH 4.0 FT*
DS= SATURATED TRENCH DEPTH O FT
L= REQUIRED TRENCH LENGTH 193.04 FT
24.5 CONTROL ELEVATION
22.5 TOP OF TRENCH
19.8 PIPE INVERT
18.5 BOTTOM OF TRENCH
� 4.0 WATER TABLE*
" Actual water table is estimated at elevation +/-4.0 NGVD, but calculated to be at 6 ft below control elevation
per SFWMD criteria/max allowance.
Cascade 2001 Version 1.0
. File: 10 yr 1 day with trench Date: February 09, 2015 Page 1
Project Name: County Line Road - Multi Eamily
Reviewer:
Project Number: 14-114
Period Begin: Jan O1, 2000;0000 hr End: Jan 04, 2000;0000 hr Duration: 72 hr
Time Step: 0.016 hr, Iterations: 10
Basin 1: On Site
Method: Santa Barbara Unit Hydrograph
Rainfall Distribution: SFWMD - 24 hr
Design Frequency: 10 year
1 Day Rainfall: 9 inches
Area: 1.54 acres
Ground Storage: 4.86 inches
Time of Concentration: 0.16 hours
Initial Stage: 18.5 ft NGVD
Stage Storage
(ft NGVD) (acre-ft)
--------- ---------
1B.50 0.00
19.00 0.12
19.50 0.24
20.00 0.36
20.50 0.48
21.00 0.60
21.50 0.72
22.00 0.84
22.50 0.95
23.00 0.95
23.50 0.95
24.00 0.95
24.50 0.99
25.00 1.17
25.50 1.52
26.00 2.00
STRUCTURE MAXIMUM AND MINIMUM DISCHARGES
-----------------------
Struc Max (cfs) Time (hr) Min (cfs) Time (hr)
BASIN MAXIMUM AND MINIMUM STAGES
-----------------------
Basin Max (ft) Time (hr) Min (ft) Time (hr)
On Site 21.17 25.40 18.50 0.00
BASIN WATER BUDGETS (all units in acre-ft)
- ----------
Total Structure Structure Initial Final
Basin Runoff Inflow Outflow Storage Storage Residual
On Site 0.69 0.00 0.00 0.00 0.69 0.00
Cascade 2001 Version 1.0
, File: 25 yr 3 day with trench Date: February 09, 2015 Page 1
Project Name: County Line Road - Multi Family
Reviewer:
Project Number: 14-114
Period Begin: Jan 01, 2000;0000 hr End: Jan 04, 2000;0000 hr Duration: 72 hr
Time Step: 0.016 hr, Iterations: 10
Basin 1: On Site
Method: Santa Barbara Unit Hydrograph
Rainfall Distribution: SFWMD - 3day
Design Frequency: 25 year
3 Day Rainfall: 13 inches
Area: 1.59 acres
Ground Storage: 4.86 inches
Time of Concentration: 0.16 hours
Initial Stage: 18.5 ft NGVD
Stage Storage
(ft NGVD) (acre-ft)
--------- ---------
18.50 0.00
19.00 0.12
19.50 0.24
20.00 0.36
20.50 0.48
21.00 0.60
21.50 0.72
22.00 0.84
22.50 0.95
23.00 0.95
23.50 0.95
24.00 0.95
24.50 0.99
25.00 1.17
25.50 1.52
26.00 2.00
STRUCTURE MAXIMUM AND MINIMUM DISCHARGES
Struc Max (cfs) Time (hr) Min (cfs) Time (hr)
BASIN MAXIMUM AND MINIMUM STAGES
Basin Max (ft) Time (hr) Min (ft) Time (hr)
On Site 24.80 72.00 18.50 0.00
BASIN WATER BUDGETS (all units in acre-ft)
Total Structure Structure Initial Final
Basin Runoff Inflow Outflow Storage Storage Residual
On Site 1.10 0.00 0.00 0.00 1.10 0.00
Cascade 2001 Version 1.0
. File: 100 yr 1 day with trench Date: February 09, 2015 Page 1
Project Name: County Line Road - Multi Family
Reviewer:
Project Number: 14-114
Period Begin: Jan O1, 2000;0000 hr End: Jan 04, 2000;0000 hr Duration: 72 hr
Time Step: 0.016 hr, Iterations: 10
Basin 1: on Site
Method: Santa Barbara Unit Hydrograph
Rainfall Distribution: SFWMD - 24 hr
Design Frequency: 100 year
1 Day Rainfall: 19 inches
Area: 1.54 acres
Ground Storage: 4.86 inches
Time of Concentration: 0.16 hours
Initial Stage: 18.5 ft NGVD
Stage Storage
(ft NGVD) (acre-ft)
--------- ---------
18.50 0.00
19.00 0.12
19.50 0.24
20.00 0.36
20.50 0.48
21.00 0.60
21.50 0.72
22.00 0.89
22.50 0.95
23.00 0.95
23.50 0.95
24.00 0.95
24.50 0.99
25.00 1.17
25.50 1.52
26.00 2.00
STRUCTURE MAXIMUM AND MINIMUM DISCHARGES
Struc Max (cfs) Time (hr) Min (cfs) Time (hr)
BASIN MAXIMUM AND MINIMUM STAGES
Basin Max (ft) Time (hr) Min (ft) Time (hr)
On Site 25.07 25.35 18.50 0.00
BASIN WATER BUDGETS (all units in acre-ft)
Total Structure Structure Initial Final
Basin Runoff Inflow Outflow Storage Storage Residual
On Site 1.22 0.00 0.00 0.00 1.22 0.00
Cascade 2001 Version 1.0
, File: 100 yr 3 day with trench Date: February 09, 2015 Page 1
Project Name: County Line Road - Multi Family
Reviewer:
Project Number: 14-119
Period Begin: Jan O1, 2000;0000 hr End: Jan 04, 2000;0000 hr Duration: 72 hr
Time Step: 0.016 hr, Iterations: 10
Basin 1: On Site
Method: Santa Barbara Unit Hydrograph
Rainfall Distribution: SFWMD - 3day
Design Frequency: 100 year
3 Day Rainfall: 16 inches
Area: 1.59 acres
Ground Storage: 4.86 inches
Time of Concentration: 0.16 hours
Initial Stage: 18.5 ft NGVD
Stage Storage
(ft NGVD) (acre-ft)
--------- ---------
18.50 0.00
19.00 0.12
19.50 0.29
20.00 0.36
20.50 0.48
21.00 0.60
21.50 0.72
22.00 0.84
22.50 0.95
23.00 0.95
23.50 0.95
24.00 0.95
24.50 0.99
25.00 1.17
25.50 1.52
26.00 2.00
STRUCTURE MAXIMUM AND MINIMUM DISCHARGES
Struc Max (cfs) Time (hr) Min (cfs) Time (hr)
BASIN MAXIMUM AND MINIMUM STAGES
Basin Max (ft) Time (hr) Min (ft) Time (hr)
On Site 25.41 72.00 16.50 0.00
BASIN WATER BUDGETS (all units in acre-ft)
Total Structure Structure Initial Final
Basin Runoff Inflow Outflow Storage Storage Residual
On Site 1.95 0.00 0.00 0.00 1.45 0.00
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1��G1� Tequesta, LLC
818 US High�vay One, Suite 2
N�rth Palxn Beach, FZ 33408
Attn: Mr. �ames Garlinge
EXFILTTiATION TEST
PROPOSED RESIDENTIAL DEVELOPMENT
37543774 SE Coviv'rY LnvE RonD
PALM BEACH COUNTY� FLORIDA
In accordance with youe request and authoriaation, Andersen tlndxe Consulting Engineers, Inc. has
completed one (1) soil hydraulic conductivity test at the above refexenced site. T$e soil hydraulic
conductivity test was performed in general accordance with methods descxibed in the South Florida
Water Nlanagement District (SFWMD) Permit Information Manual, Volume N.
The attached Sheet No. 1 presents the xesults of the completed testing, as well as the approgimate •
test location.
It has been a pleasurc to be of assistance to you on this phase of your project. When we map be of
fu�ther sex�ice To you or should you have anp questions, please contact us.
Best Yega�:ds,
ANDERSEN ANDRE CONSULTING ENGINE�RS� INC.
Cerdhcate ofAufliorization No. 26794
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Paul Buri, P.E. - Sitnmons &�Uhite, Inc. '
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Q = 2.01x10 CFS ��' � �� ���.-.:�a�.� b_�.r
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;� �:�n.�=.,� .:�-
d = 0.5 FT s� °' %'� "'
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Hz = 6+ FT �* �' � >� �:,.
Ds = 0 FT 's� a. . . �� � _ _ ' �, +;,�� ,
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/SQ.FT. FT. HD. �.`" ��: `
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a�. .
We reeommend using a Foefor ol Safefy of 2 '-' �``
rhen using lhis value In the design of drainoge improvemenls. •.����'
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LEGEND & GENERAL NOTES: \ 1 =\� �� tl � ' 'A 1
APPROXIMATE ; a? . + ,,
BOUNDARY �. �' '��`�
a i8�'
SiMYD EIIfIL7iUT10N TESTS (USUAL CONDRION tEST)
In ordar to Mlmet� IM hydroulte emduethfly ef
�n. �.. wo., �o��� n.oa o. iom�y n.ea � NOTES AND LEGEND N
� FINE SAND (SP) � ��t� � ���a bsle o
ex.s
d�evlMd M Nn Sou1A flefldu Wohr Yanopsrmml qpprmdmp� FaNy¢rynn 7eW Lomtlon
E% E%fILTRAT10N TEST �M�� ���) PBf^�� ���a�^�flon Yamwl, Yoluma m
GNf N.E. GROUNDWATER TABLE NOT ENCOUNTERED �'• �^ brld, lor 1�� 'UaN CendHlon iM', a 8
EOB END Oi BORING 1e B Mch diamaler hol� 4 augar�d to deplb o } Shwm test lacatlone b epproxhnete. The teat Iota9on wes de0e�m6red W E
rd
BLS BELOW UWD SURFACE �W S le 7 l�af; fM boMem em foel b iNW ` ' uaMg �pe mM wheel mees�uemerrts, oble6red aerlal plcingrephs, m�d
Ilh S7-etenr, and o 8-foof brg deHed PVC Plpe '�a� exlsiNg sRe IeaWres es raferen�s. TTe 6hwm teffi lotatlon ehmld
SP UNIFIED SOIL CLASSI�ICATION Sl'STEM (USCS) b lo.sred IMo IM hets. TM mafane� from tM � be m�mlderetl eawate oNy pp Ug degree hnp�etl by fhe meOroE of
USCS GROUPS OETERYINED BY VISUAL C1A551flCATION 9r°���� �pl� eiM fo fM gleund auAac� It meas�reme�� u� 5
0 STABILIZED FLOW RATE ���� �� m�hm sah+reteE �a t0
d DUWETER OF TEST HOLE minWO �Ilh Ih� �olsr hwl molntelnad o1 fh� ���
NOT TO ere� �
H7 HYDROSTATIC COLUYN 8��� ��N�a. _ ��^9 ��tl� P�� ��� �m BeaU�
Da SATURATED XOLE DEPTH (B1' 611R) II e rnMOnl Mod IM b peAwmad, fM rote of w ...VYITHIN SECTION 30
NOTE: li 0. GWf NOT ENCOUNTEREO pumpMp �Iil b� ncord�d u1 Ili�d IMar�ab ol 1 � TOWNSHIP 40 SOUTH
InWe for a lelal o/ f0 minulae, folb.l� fhe
°° '"' ° � b " pe RANGE 43 EAST
ANDERSEN ANDRE CONSULTING ENGINEERS INC. �`FaT"^no"T�sT °'�""b'''"`'" o�°:s�
� EXFILTRATION TEST RESULT PROPOSED RESIDEN7UIL DEVELOPEAENT Cheeked b�r. DPA Da6s: September 2p76
ere sw srtn�.� sv�, cen s� u�, � xes� m.am.e�e� ...wnc�d� AND TEST LOCATION PLAN s�sa 3784 8 3T/4 SE COUNTY LINE ROAD Sheet No . �
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r �I � OR MIWMUM 987! � �ard� '� �� ��
PER MSMO-T-180. 8' MNC Uf'fS, ^ $
� (41N. 90x DENSfIY IS REWIRED fOR PARKING BY •,'.: ,. ,.�;.:.�.'-,;� • h,\ j � �wee a
AMM. 38' 1 NOH-7RAFFIC AREAS OUISIDE OF RMD DISABLED ao �� V� � .1 �
DEEY -I � � �- 'GHf OF WAYS.) ' l I I 'c� � im•
I I (78' YIN. FOR LOfY�1 STRFElS) � PARIR�C 9! p$ldfp O y �
B�RMQ2 - I I IDENfIFM.Al10N TAPE PFRMIT ONLY m O• r. $ scxom�- � sn�rosr
15' LONC . � (SEF NOlE 9) TOW-/JIU1' ZpF ag •�� �.e�r �� �
��. I IDENi1FlGTi0N PMR (SEE NOlE 17) , . d FME UP 70 fLSp.00 •� g ss
� w � � �
' ON 7REF -' I CR/JIVUR BACKFlLL PL/�GED AND m .•�• .c i.air swN e�r
P GED --
y-p -I I I I_ � UXI DEF6f1Y,�PER 9A�lSHT0-T-180. L�y�• a nsr aev�noN
I I Y MAX. SRE PLeN �ff5: CHANNEL POST etEV�rqH
ww. 1 I I I �. �u �s WtE �• s�nES 'c•. s�� cvwceo cwwr+�. Posr oEw�s
8' 'A' 8� STEEL SQUARE lUBE POST DEfn�LS
� eEOOn+c wiT�u USF 4155 10 E 2 � � &vCKG reauNO wm � � ISOMETRIC VIEW
- I I � I I 1AINpAUY 987L CONPACf10N, µ� ���� RFFLECTORRW LEGEND AND BORDER.
.� . .. . I PQt A/sMi�7-tBO. USF 82$0 7� / e�we ANY 5T.
_f Ill I� � �''E cT'� �"7 3. BOTTOM PORTIOH TO BE REFLECfORIZED GENERAL SPECIFlCATIONS: 3� �
I� I IJ I 1= I 1=1 1=1 I 1=1 i� I 1=i I 3/4' CHAMFQi vn��rre sncrccROUrro wm� eucK Fu, euoE a.cw �seoe..eow-.e u,or.
.�5� 4' WN. �
OPAOUE LECEND MID BOROER. ercN[o. oECrt[�o wtH /1200 AlD01NE FlNISH r •• cmunaa�xwurE �
wm� /aen c� Ha+ u+rernm e.acr�rsou�o uo
i. emo�+c � co�ssr or x�-smi cw�wwa IM7EitI�L OR W�t41ED AHD GRMED L1IAEROCK �c HANDI-CAP SIGN DEfAIL EQIHL dYEN40N5 - 9' S ,z• wN. x. z.•. w•. x• w,o .z• � � STOP
3 8'- 7 8� SIZMIf. WfiM EUWL OR CREATER SiRUCR1RAL hDE1]IA�GY AS IXISTING. UNSUR/�Bl£ ) �Emat rwE - e' uFPEacwSE wrtM l.5' LowEn�wsE s T ee+z �
IN-S(N IM7E.AIALS SUCM AS MUpC. DEBRIS AND LARGER ROCKS SkULL BE REAIOVED. CLASS 'A� NOT TO SG1LE 9' UPaFA['wSE wrtX 6.75' LOwENCwSE. SERIES 'B' /3e7o HiG11 • �rw�aw �csrova+nisu� lorncEaavm
2. THE PIPE SlNLL BE FlA1V SIAPORfm FOR IiS EM1RE LENCfFI WRH MPROPRIATE COIIP�G710N � 3000 � CONCRETE � �iENSm (A�Ea7 Oa EOwt - S�mx -�.s' �vosdae rtswuiaer�,�n
UNOQt 7NE PIPE FIAUNCk1ES. �;, SifEL R.wcEL CwwNfl. Po6f S t85. r uNC wrou *�aouaN u� Ai I�E bTOP epM CURBED 3ECTiaN
4 BMS O SIGNAGE AND STRIPINC Tp BE CONSTRUCfED pER F00T wiM B�ED qtEEt+ Kicro OR G�Lw�rpZEp
3. 7HE PIPE SFW.L 8E PIACm IN A ORY TREHCM. � 1 2' O.C.EW. IN ACCORDANCE WITH VILUGE OF TEOUESTA Fl�N � AS.T.N. - A - t1J WRIKKR MlCHOp PUTES.
I. fl4CNFlLL SFNLI BE FREE OF UNSURABLE IMTERIAL SUCH /S LARP,E ROCK, AIUCK AND OEBRIS. Spur� ppy7 pca r�m iNpp� tigap. UNCURBEOSECTION
3. DENSIIV 7ESf$ ARE TAI�N IN 1 f00T LIFIS PBOVE 1NE PIPE AT IME77VALS Of 400� WXItAUY� BRACKEIS BE ATTACMm FlttlnY ON STIN013t0
(MINMVII 1 SETI OR AS DIRECfED BY TiE COq5IRUCTiON COORdNATON DNISION. RESULTS SiNLL '�y 5ouu� TU� U-CwWNE1 aoSls Br uEUd oF (2pi' TYPICAL S�OP SIGN PLACEMENT
� SUBMrtT� 7b CONSfTtUC110N COqtqNATION AS PART OF M�R Fk1D REVIEW. OR/JW1GE PIPE UW�EfF1� HIX NFAD BOLiS.
ti
6. THE PEP►Nf1EE/pErFLOPER/CONTRACTOFt SlNLL BE RESPONSIBLE TO COMPLY WIIH ALL 7RENCH Srov Ska+: R1-1 wfCO -(µCM iNfENSrtr)
S�iETV UWS Mm REWUTIONS. m � 1,4Gnaa: oNE vEa wTVtSECrqn ws nmic�TEO �
7. SEE SEPARATE DETAIL FOR PAVED MEAS (OPEN CUT FOR THOROUGHFARE AND NON-7}IOROUCHFAAE � TME �
8. 7HE��ECTED MEA SFNLL BE RESfORED TO EGWL OR BERER CONIXfqN OR IS SPEGFIED W /4 B�RS O P�ER M 9�0 M1M 8' VPPEN GSE MtiH 1.5' IAWERG�SE lET7ER5 � ••.p � Qw -�
� �ua 14' O.C.E.W. FoH r�t7 uNE Rows w1iH � SPEEn tu�rt urmER a5 uvH �� Lagoon sc. �
'9. APPROVED Y�GNETIC TAPE IS REQUWEO FOR ALL Wdq PRESSURE PIPES AND (:ONOINT IN 7HE CFCT(Qd i2' B�wES wm� E' uPCF.arws[ wm� a.�5' �owEFtGGSe anr
COUHfYS PoCHf-OF-WAY. INSfNl TAPE 24' BE10W FWISHm GRAOE OTI�RWG� RWDS FM1P uNES Oft wlDfli.
1�. ROm� � IS REWIRED FOR APPROVm PoPE WSTN1A7pN CLOSER 7VNN 10 FEEf FROY AN � - �
DIMENSIONS -TMb �,wE �s �eTM � wsrID s�m uNir or �� STREET W1ME SIGN
11. CONfIHUOUS 4' WIDE PAIHf 51NiING IS REpUIREO i0R qP PCCP WATER IM1NS (BW qP SMIRMf IN�T u u � ��.
FORCE AWNS (GREEN). DIP RECUIYED MLVER WRS (RIRPLE). CAS ►WNS (YElL01M). OR AS •A• �• � nr ° �,c.N�sro�sr�i w�0v� ISN3)a(oa) �
REWIRED 9Y 11E „�,. � z•-�• 3•-,• STREET NAME SIGN WITH STOP SIGN
12. PERIIANENT ABO'vE CROUNp UfIL(IY M/�RIQR SMALL BE INSTALLm IF NEpUIRED Bi PROPEHfY pWfEFt
cwvmHC n�E awE usrul�iwer aQewt. E 3'-0' 4'-6'
I`(PICAL TRENCH DETAIL WITH ROOT BARRIER N0T T0 �
INSTALLATION DEfAIL (NON-PAVED AREAS) STANDARD TYPE "C"&"E" INLET
� � � NOT TO SG11F
NOTE: e' 2'R.
�DEWALK (8' M�N.) SF 7821 REVFRSIBLE ViANDHOLE � �i�R.
FlLTER CL07H SW1LL BE MIRAFl 140 RING MIO FE COVER NO LEfTER
OR �WPROVID EQUAL TERMWATE ROCK � ) PAVE1AENf
rRacH ar wrU�NC u�o awaNC ' c/o �o�wrex w/ vExrm ow m "
. FlLIER CLOTH AROUND PIPE 12'X12'XB' CONCRETE COILAR '
0.02
SURFACE ELEVATION VARIES '
SEE PllJI
RAMP AND SIDEWAUC H
CURB ,
DEfECf/�BIE WARNMIG j B/�SE
PER F.D.O.T. STANOARD ' P.Y.C.
INDIX /304 0° M1� BACKFlLL
2� R. 3' MIN.
. .. ELEV. 225 8'
s• uNar�c s�o�wauc ce� Mw.� °-� �,� F�c Tu ee wRwaeo IYPE "D" CURB
RNIP WIDTH AROUND SfANDPIPE MID BANOm
B'% ' OR 8'X72'
(4' MIN.) � O ° PPoOR TO BACKFlLL
SI NJC CURB Y dvQiLAP FlL7�R NOT TO SCALE
HANDICAP RA1�P DETAIL lCR-Gl c�oTM uiN. �
i. O FlLTER CL07l1 EL 19.8 SLp7TEp R.C.P. 4 BAR PLACm ON
NOT TO SCNE � DEiECTABI.E WARNING RqMP AND SIDEWALK � C AROUN�D �ROCK 3/4" YUSFIED ROCK ;:;i (SEE PLAN FOR SIZ� �AVEIAENT SIDE
5lDEWALK (5' STD.) O PER F.D.O.T. STANDARD CURB I :"i. �.::. I ELEV. 18.5 8 PAVk]AENT
UTIL SiRIP GRASS �oo INDIX �304 DEfECTPBLE WMNING
� � PAVf. (1' NIN.) LAND�NG (FU» �Z ItOEX.�.30.�T. SfANDMD % 8 � e�f
o�� 2. R � o DCFILTRATION TRENCH o
� ' / aY- o o°o 0 0 0 o NOT TO SCALE T 3'
FtP/AP AND SIDtIVNJC 5����� � � n
CURB 3.000 PSI
DEfECfABLE WARNINC �1' LAAY�OIG CONCREfE
PER F.D.O.T. SUNMRO �� 5 �'� a
iNO� /�a � ti HANDlCAP RAAdP DETIUL (CR-C) HANDICAP RA1AP DETAIL (CR-D) $ FLUS o HEA�DER CURB
N0T TO SCALE NOT TO SG1lE MFASURE TRENCH
2' LANDINC SIDEW FROM THIS POINT
RAMP YNDTM IXFlLiRA710N TRENCH 5' t4 BAR PLACED ON
(1' YINJ SIDEWALK D1H W/ PERFORA7FD PIPE SOUD PIPE ,Z PAVEMEHT SIDE
NAMDIGAP RMAP DETAIL �CR-Fl ^ sie�e�k c�.e BAND FlLTER I I I PA ��
NOT TO SGLE wuw � s�oew�wc ame a �, rwn..e ��s:«n s/+• wwsrieo aoac F�c ro �ve �\ � ��/
oerECr� wunart+c vot
NQIE; mme � «,
1.6' MIN. F.D.O.T. SfANOARD INDDf / s M�n �`� MIW1Fl f 10 OR� 8a g� �\ � �i
s2' 2.4 I�A Y. DOME PATTERN APPROYED EOUAL. 3 � � i
�`"'� , , SFMLL BE W-UNE j� � , ..
I 2 . �� �
.�7 Gosswalt / \ � 7ERMINAiE ROCK ` � /
1 -b b b o DOIE PAT7ERN 2 R. t �� 1:i1 TRENCH B�I � 3.000 PSI
�
�'' i WRMPING AND •, `
SFULL BE IN-LINE o i r � a o &WDINC FlL7ER � -�+ ` � y V '��� '
� 'rn��i a �� ON ° �° .+ � ol c�oni umurm � 3
rn
j ' '� O O� O.i' ApN. PIPE � _
m�- - f� O O O i.s• w�x. oa• (ta.oz� � tx� F�sr�c�°�u►��r =�i7 :/�"°T i° �° _
{�
O O O O -{ }�ANQl�`.AP RAMP DETAIL R-El oo�:wmt oa�"iwP Etiu�) "� oR �� '';�` '. I- ,
�% �� : • � �
urrECw� oouE N T � FILTER FABRIC � EroD DETAIL '- =��_,��' �•'�r F .•' ��U`
�� 7RUNGTED Dot�E ra�s: HANDICAP RAI�IP DEfA1L (C-�?�U . � ���
1. TFIfSE ARE 1}iE MHJIMUII GENERAL REWIREAIEMS FOR PEDESTRWI RAMPS. -. ��,', � I�P •
NOTE: ALL SIDEWALK CURB RAMPS SMALL HAVE DETECGBLE SEE F.D.O.T. INDD( 304 FOR ADDffIONAL SIDEWNJC CURB RAMP DETNLS. NOT TO SGLE �.� l. �•, . .. r�� \�\
� WARIJING SURfACES 7}NT EXTEND TNE FULL WIDTN OF THE 2. DETECfABLE WARNINC SURFACE REQINRm ON AlL H/C RAMPS. DEfECTABIE �' �,� ,' ..'�, R.,' .� •
�
RWP AND IN 7HE DIRECTION OF 1W�VEL 24' IN PUBIIC R/W, �yqRNINC SFWl BE CONiWST1NC IN WIOR WRH 7RUNGTED DOM6 AND �� �
38' ON-SITE FROM 7HE fl�CK OF CURB. CONTRACTOR SVipLL
VERIFY W/ INSTALUl10N. 7HE OE7ECTABLE WARrANG SURFACE SFMLL COYPLY WffH F.D.O.T. SPECS. .�.,•,�,�
SfMLL HAVE A CONTRASTINC COLOR (YELLOW OR MPROVED 3. 7H5 DEfNL ANY NOT ADDRE55 ALL IN-FlEtD CONDIfIONS ANO SCEWWIOS. B �W.Y�i��
��� R IS THE CONfRACTOR'S RESPONSIBILIf'( TO NOTIF! THE ENGINEIIt OF SECTION 30, TOWNSHIP 40S., RANGE 43E.
CONFlJCIS AND TO INSURE THAT Nl CONSfRUCfpN IS A.DJ�. COMPLIAM pND SIMMONS WHITE
CURB uP DE?F�='TSai F weaNiur. nFren �N CONFORMANCE N7TH F.B.C. AND LOCAI COVERNIN6 AGENCY REOUIREIAINi". VILLAGE OF TEQUESTA, FLORIDA
HOT TO SCALE 1. REV. PER UPDATED SITE PL�H k V.O.i. CO►IME!(fS, 2/24/15. • ,��;���°'p' m�^� �;;• �""°` �;�; , PAVING AND DRAINAGE DETAILS
7YPICAL HANDICAP RAMP DETAILS
� ov.� acc�an ,wv�n uic ooe Na oroMn�o w. sECr or
NOT TO � LE REVISIONS AC. R.W. 14-114 14114504 4 � �
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VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS &DETAILS VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS &DETAILS VILLAGE OF TEQUESTA CONSTRUCTION STANDAROS BcDETAILS VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS & DETAILS
RE�i510N PAGE Ns RENSION PAGE N+ REViS�ON PACE Ni REVISION PACE Na
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BELLA VILLAGGIO
SECTION 30, TOWNSHIP 40S.. RANGE 43E.
SIMMONS WHITE VILWGE OF TE�UESTA, FLORiDA
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SECTION 30, TOWNSHIP 405., RANGE 43E.
SIMMONS WHITE VILLAGE OF TEQUESTA, FLORIDA
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