HomeMy WebLinkAboutOrders_Site Plan_06/11/2015_SPR 01-15_MGA Tequesta, LLC ORDER OF THE VILLAGE COUNCIL
VILLAGE OF TEQUESTA
REQUEST FOR SITE PLAN REVIEW APPROVAL
CASE NO.: SPR 01 -15
IN RE: MGA Tequesta, LLC, Owner
Gentile, Glas, Holloway, O'Mahoney & Associates, Inc., Applicant
PROPERTY LOCATION:
3754, 3764 and 3774 County Line Road, Tequesta, FL 33469
LEGAL DESCRIPTION:
30- 40 -43, W 75 FT OF S 331.6 FT OF N 381.6 FT OF GOV LT 1; and 30- 40 -43, E
100 FT OF S 280 FT OF N 330 FT OF NW 1/4 OF NW 1 /4; and 30- 40 -43, W 50 FT
OF E 150 FT OF S 280 FT OF N 330 FT OF NW 1/4 OF NW 1/4
PARCEL CONTROL NUMBER:
60- 43- 40 -30 -00 -001 -0030; and 60- 43- 40- 30 -00- 000 -3040; and 60-43-40-30-00 -000-
3050
REQUEST:
Approval of Master Site Plan
ORDER APPROVING APPLICATION
This cause came on to be heard upon the above application and the Village Council of the
Village of Tequesta having considered the evidence presented by the applicant and other interested
persons at a hearing called and properly noticed, and the Village Council of the Village of Tequesta
being otherwise duly advised,
THEREUPON, THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA FINDS
AS FOLLOWS:
1. The subject property is located in the R -2 Zoning District in the Village of Tequesta.
2. The applicant has submitted all documents required by the Village's Code of
Ordinances for Village Council site plan review and final action.
3. The application and all supporting documentation and presentation materials as
reviewed by the Village Council at its June 11, 2015 meeting, and as kept on file by
the Village, are made a part hereof and are hereby incorporated by reference.
4. According to Village Code Section 78 -331, approval by the Village Council is
required.
5. The applicants have applied for Master Site Plan approval in one phase to construct a
16 unit condominium development comprised of three buildings, each being two
Page 1
stories tall, as well as common elements including a swimming pool, in accordance
with the application and all supporting documentation and presentation materials.
6. Under the provisions of the Village Code of Ordinances, the Village Council has the
right, power and authority to act upon the request herein made.
IT IS THEREUPON CONSIDERED, ORDERED AND ADJUDGED BY THE VILLAGE
COUNCIL OF THE VILLAGE OF TEQUESTA, FLORIDA, AS FOLLOWS:
The application for Master Site Plan approval, Case No. SPR 01-15 with reference to the
above described property within the Village of Tequesta, Palm Beach County, Florida, to approve a
one phase master site plan in accordance with application and all supporting documentation and
presentation materials attached hereto as Exhibit "A" is hereby APPROVED with the following
conditions:
1. The island located at the County Line Road entrance will be removed and the plans
updated to reflect this.
2. Condominium association documents, in a form acceptable to the Village Attorney, will
be provided, approved and recorded prior to the issuance of any building permits.
Please Note:
■ The term applicant(s) as used here shall include all successors and assigns.
■ The applicant's site plan approval shall expire in twelve (12) months unless a
building permit has been obtained in accordance with Sec. 78-334(9). If the
building permit expires or is voided, the site plan approval also expires or
becomes void.
DONE AND ORDERED THIS �( DAY OF JUNE, 2015.
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;°C�� ��� '���:; �:, AIL RENN N,
;v�p�Fo�,,9�:�t�'�'�; MAYOR
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VILLAGE OF TEQUESTA
Department of Community Development
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Staff Report — Village Council Public Hearing —06-11-15
1. PETITION SPR 01-15
Site Plan Review Application — Bella Villaggio
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
multi-family 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 SF (1.54 Acres)
b. Total Building Footprint Area: 21,047 SF
c. Total Building Square Footage: Building A(5 units) = 15,522 SF
Building B(5 units) = 15,522 SF
Building C(6 units) = 14,814 SF
Pool House = 206 SF
TOTAL = 46,064 SF
d. Land Use and Zoning:
EXISTING LAND USE FUTURE LAND USE ZONING
SUBJECT PROPERTY Single Family MD Medium Density R-2 Multiple
Dwelling 5.4 —12.0 dwelling Family 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 Multiple
Casa del Sol 5.4 —12.0 dwelling 5.4 — 12.0 dwelling units Family Dwelling
units per acre per acre
EAST MD Medium Density MD Medium Density R-2 Multiple
Casa del Sol 5.4 — 12.0 dwelling 5.4 — 12.0 dwelling units Family Dwelling
units per acre 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 — Village Council Pubic Hearing 06-11--15
3. BACKGROUND
In August of 2014, the Village of Tequesta received written petitions from the owners of
3754, 3764, and 3774 County Line Rd. for voluntary annexation. The subject parcels, totaling
1.54 acres, are contiguous to the boundaries of the Village. Pursuant to Florida Statutes
171.044(1), "The owner or owners of real property in an unincorporated area of a county
which is contiguous to a municipality and reasonably compact may petition the governing
body of said municipality that said property be annexed to the municipality°. The
annexation of the subject parcels into the Village was finalized with the adoption of
Ordinance 21-14 by Village Council on November 13, 2014.
The annexation of 3 new parcels of land into the Village initiated a small scale amendment
to the Village's Comprehensive Plan by altering the Future Land Use Map (FLUM) and the
Village's Zoning Map. The FLUM amendment designated the parcels as "Medium Density
Residential" — Ordinance 21-14 was heard and approved by the Local Planning Agency on
November 20, 2014 and by the Village Council on December 11, 2014. The Zoning Map
amendment re-zoned the parcels to "R-2 Multiple Family Dwelling District" — Ordinance 26-
14 was heard and approved by the Local Planning Agency on December 18, 2014 and by
Village Council on January 8, 2015.
The development review process began on December 18, 2014 with an initial site plan
review submitted by local developer MGA Tequesta, LLC (the sale of the 3 new parcels to
MGA Tequesta, LLC was completed in January 2015). The Development Review Committee
(DRC) met on January 7, 2015. The Applicant re-submitted the site plan review application
several times to comply with Staff and DRC comments. The Planning & Zoning Advisory
Board held its public hearing on March 19, 2015. The Board recommended approval 3-0.
Annexation & Land Development Process for the Bella Villaggio Project
' Comprehensive Plan &
) Zoning Map Amendments Site Plan Approval
I Voluntary Annexation � ORD 21-14 SPR 1-15 �
FLUM (2 hearings Village Councip DRC Meeting
ORD 19-14 LPA Hearing
Village Council (2 hearings) ORD 26-14 P&Z Board (1 hearing) �
Zoning tv�ap (2 hearings village Village Council (1 hearing) �,
�� ---7 � . . Council) _.. . . .
�_ LPA Hearing
y
LEGEND:
FLUM = Future Land Use Map
LPA = Local Planning Agency �
DRC = Development Review Committee
Z Department of Community Development — Staff Report — Bella Villaggio — Village Council Pubic Hearing 06-11--15
4. STAFF REVIEW AND ANALYSIS
Zoning review is based on zoning regulations and site requirements for development in the
R-2 Multiple Family Dwelling district. The subject development will be a condominium.
Condominium Association documents, in a form acceptable to the Village Attorney, will be
provided prior to the issuance of any building permits.
R-2 Multiple Family REQUIRED BY CODE PROPOSED COMMENTS
Dwelling District
Density Medium Density 1.54 Acres - 16 Units In compliance with
5.4 — 12.0 dwelling units per Density: 10.40 dwellings Code
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
multifamily dwelling units plus Code
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
Area bedrooms plus 225 sq. ft. for dwelling units. Code
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
10' for accessory building or Accessory: 93 ft Code
structure (pool house)
Side Yard - East 7%' main and accessory Accessory: 7%' In compliance with
Main: 14.2' Code
Side Yard- West 7%z' main and accessory 17' In compliance with
Code
Lot Coverage Max 37% 34.4% In compliance with
24,768 sq ft 23,005 sq ft Code
Building Height 2 stories/30' main building or Buildings A& B: 28'-9" In compliance with
structure Building C: 27'-8" Code
1 story/15' for any accessory Pool House: 13' In compliance with
building or structure Code
Parking Sec. 78-705 (8) (c) Multiple- 32 in garage spaces Number of parking
family: Two spaces per 2 pool house/guest spaces in
dwelling unit. 32 parking spaces (1 ADA) compliance with
spaces. Code.
3 Department of Community Development — Staff Report — Bella Villaggio — Village Council Pubic Hearing 06-11--15
R-2 Multiple Family REQUIRED BY CODE PROPOSED COMMENTS
Dwelling District
Landscape Open Min 30% 33.5% In compliance with
Space 20,083 sq ft 22,447 sq ft Code
Pool House Facility Height: 1 story/15 ft 1 story/13 ft In compliance with
206 SF Code
Swimming Pool Rear Setback: 7' Rear Setback: 33' 8" Setbacks: In
Side Setback: 4%' Side Setback: 13' 4" compliance with
Provide child resistant barrier. Barrier provided. Code.
Lights to be located to reflect Bollard lighting around
away from adjoining premises. pool perimeter provided.
Walis/Fences Not to extend forward of front Perimeter wall height 6' In compliance with
of building & not to exceed 6' Interior privacy wall Code
in height height 4'. 2-3' retaining
wall at northeast corner.
Sidewalks Per Sec. 78-331 (h) 7, County Line Rd sidewalk County Line Road
pedestrian walkways must be 6' wide. sidewalk: In
a minimum of 5' wide, parallel Interior sidewalk is 4' compliance with
to roadways and a min of 4' wide. Code. 4' interior
from edge of roadway. sidewalk to remain
- in compliance
with ADA.
Main Access One way: Min 15 ft One way: 15 ft In compliance with
Driveway Two way: Min 25 ft Two way: Min 25 ft Code
Architecture & Site Amenities
The architecture of Bella Villaggio (meaning "beautiful village" in Italian) is a British West Indies
design compatible with surrounding residential communities. Some common features to this type of
architecture are metal roofing, wooden outriggers, French doors, louvered verandas, dormers and
cantilevered balconies. The exterior stucco is finished in cream, off white and pale cream colors. The
cabana and pool area offer private recreation facilities to residents. The proposed landscape plan
meets code requirements with building foundation plantings, shrubs and perimeter landscaping.
Signage
The application includes two (2) entry monument signs which are clearly identified on the site plan.
Both signs are in compliance with Sec. 78-743 (b) Subdivisions and Development signs. See
rendering providing the following information: height, square footage, material, color, and lettering.
The application also includes building and unit identification signs. See architectural drawings for
locations.
— � — Department of Community Development — Staff Report — Bella Villaggio — Village Council Pubic Hearing 06-11--15
Development Phases
See Applicant's Statement of Use: "The proposed project will be built and completed in one (1)
phase (all infrastructure, recreation amenities, perimeter wall, drive, perimeter landscaping, etc.)
and the order of construction of the buildings will be according to market demand. The pool
amenity area will be constructed and completed concurrently with the first building".
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".
Summarv of Environmental Impact Assessment conducted bv EW Consultants, Inc.: Scattered native
species with no functional native habitat. No protected species or wetlands. Abundance of invasive,
exotic Brazilian Pepper found on the perimeter of the site (0.4 acres).
The Environmental Assessment provided by Applicant was reviewed by Village environmental
consultant Mr. Phillip Jimrusti, Phillip R. limrusti & Associates, Inc. See attached review letter.
Common Facilities Maintenance Statement
Division 2, Sec. 78-3313 (aj (6) "If 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 deve�opment,
statements as to how such common facilities are to be provided and permanently maintained. Such
statements may take the form of proposed deed restrictions, deeds of trust, surety arrangements, or
other legal instruments providing adequate guarantee to the village that such common facilities will
not become a future liability for the Village."
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) "Alternative
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 vil�age, 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".
5 Department of Community Development — Staff Report — Bella Villaggio —Village Council Pubic Hearing 06-11--15
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, the Applicant provided a statement to indicate "how the proposed
development meets or exceeds Level of Service standards". See Applicant's Statement of Use.
� Traffic
See attached review fetter from Village consufting traffic engineer, Mr. Trent Ebersole, P.E.
McMahon Transportation Engineers & planners. See also attached Palm Beach County
Traffic Performance Standard Review letter. Note that traffic concurrency is valid only until
the build out date of "year-end 2019". No building permit can be issued after that date.
Summarv of Insipnificant Traffic Impact Statement prepared bv the applicant traffic
enpineers Simmons & White: "The proposed development will have an insignificant project
assignment and will therefore meet the requirements of the Palm Beach County Traffic
Performance Standards". No right or left turn lane access to and from the site are required.
Entryway and drive aisles dimensions are sufficient. Sidewalk and curb ramp provide
adequate pedestrian accessibility.
� Sanitarv Sewer
The applicant has initiated permitting and coordination with Loxahatchee River
Environmental Control District (ENCON) and a service availability letter has been provided.
� Potable Water
The proposed flows are within the level of service rates (see attached anafysis provided by
applicant). The application was reviewed by Village consulting civil engineer Mr. Tom Jensen, PE,
Arcadis (see attached review letter). A service availability letter has been provided by the Village
of Tequesta, Water Utilities Department.
� Draina�e
The application was reviewed by Village consulting civil engineer Mr. Tom Jensen, PE,
Arcadis (See attached review letter).
Per applicant's statement of use "SFWMD permitting requirements will be complied with by and
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 af impervious surface. The
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".
Agency Approvals
Per Division 2, Sec. 78-331 (g), the Applicant has provided, or will provide prior to issuance of building
permit, approval statements and/or permits from the following agencies as applicable: See attached
approval letters and Applicant Statement of Use.
( Department of Community Development — Staff Report — Bella Villaggio — Village Council Pubic Hearing 06-11--15
(1) Palm Beach County Health Department. To be provided. See Statement of Use.
(2) Palm Beach County School District. School Concurrency Application. To be provided.
(3} Loxahatchee River Environmental Control District (ENCON). lnitiated application process.
(4) South Florida Water Management District (SFWMD). To be provided. See Statement of Use.
(5) Palm Beach County Traffic Engineering Division. Provided. See enclosed letter.
(6) Florida Power & Lignt Company. Provided. See enclosed letter.
(7) Telephone service provider, as applicable. See enclosed letter.
(8) Solid waste purveyor. Provided. See enclosed letter and e-mail.
(9) Tequesta Water Department. Provided. See enclosed letter.
LANDSCAPE REVIEW
See attached review letterfrom Village consulting landscape architect, Mr. Steve Parker, ASLA,
Parker & Yannette Design Group, Inc..
BUILDING REVIEW
Village of Tequesta's Building Official Mr. Timothy English, as member of the Development Review
Committee, provided comments that have been addressed by the Applicant. Further review will be
conducted at the time the Applicant submits construction drawings for permitting to the Building
Department.
LAW ENFORCEMENT REVIEW
Village of Tequesta's Chief Rick Ricciardi, as member of the Development Review Committee,
provided comments that have been addressed by the Applicant.
FIRE SAFETY REVIEW
Village of Tequesta's Chief lames Weinand, as member of the Development Review Committee,
provided comments were addressed by the Applicant. Further review wiil be conducted at the time
the Applicant submits construction drawings for permitting to the Building Department.
5. FINAL REMARKS
� The Applicant has provided sampie finished materials and a color board.
� All remaining or outstanding agency approval letters will be provided prior to the
issuance of certificate of occupancy.
� The invasive and prohibited species Brazilian Pepper is to be removed from the
perimeter and all vegetation cleared from land at time of construction.
� MGA Tequesta, LLC has submitted for plat approval to provide unity of title concurrent
with the subject site plan review. The plat application will be heard by Village Council on
6.11.15.
� The current address of the subject application-3754,3764 and 3774 County Line Road -
will be amended after the unity of title approval, the new address will be 3770 County
Line Road.
� This development application met the requirements set on Section 78-334 notice of
hearing. The notice of hearing was advertised on June 1, 2015.
� Staff recommends the following condition of approval:
Condominium Association documents in a form acceptable to the Villaqe Attorney, will
be provided prior to the issuance of anv buildinq permits.
7 Department of Community Development — Staff Report — Bella Villaggio — Village Council Pubic Hearing 06-11--15
EXISTING CONDITIONS AT THE SUBJECT SITE
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g Department of Community Development - Staff Report - Bella Villaggio - Village Council Pubic Hearing 06-11--15
Pennell, Denise
From: Lawson, Bob [Bob.Lawson@arcadis-us.com]
Sent: Thursday, April 09, 2015 12:56 PM
To: Pennell, Denise; Jensen, Tom
Cc: Ciminello, Samantha; Zacarias, Nilsa
Subject: RE: Bella Villaggio - final pre-Counci� review
I checked with Tom and Samantha and we are satisfied with the engineering plans as submitted.
Thanks
Rok���t �. Lav�rs��, P.E. � Senior Project Manager � rlawsonCc�arcadis-us.com
ARCADIS U.S., Inc. � 2081 Vista Parkway � Suite 305 � West Palm Beach, Florida 33411
T: 561 697-7002 � M: 561 371-1811� F: 561 697-7751
www.arcadis-us.com
ARCADIS, Imagine the result
Please considerthe environment before printing this email.
�`,
� ��a� "� � ; �. '� � " �
.___ _- - -- - _. .__-- - - - -- _.. _ _. .
From: Pennell, Denise [mailto:dpennell@tequesta.org]
Sent: Thursday, April 09, 2015 10:45 AM
To: Jensen, Tom; Lawson, Bob
Cc: Ciminello, Samantha; Zacarias, Nilsa
Subject: RE: Be11a Villaggio - final pre-Council review
Good Morning,
We are preparing our final comments to the applicant for Bella Villaggio prior to final re-submittal. Can we assume that
the engineering plans are acceptable as submitted (see emails below) and can go forward to Council for site plan
approval? Please reply.
Thank you and regards,
Denise Pennell
Department of Community Development
Village ofTequesta
345 Tequesta Drive
Tequesta, FL 33469
561-768-0456
www.tequesta.or�
� Think 6reen - don't print this emnil unless you really need to!
From: Pennell, Denise �
Sent: Tuesday, April 07, 2015 9:44 AM
To: Jensen, Tom; Lawson, Bob
i
'��..�5��� �������
ARCA�IS U.S., Inc.
tnfrastructure, environmen� buiJdings 2os, v;� Pa,�,.
We5t Pa:m Bead!
Florida 33411
Tei 561.fi97.70�0
Denise Pennel! �aX�s;.ss7.775�
department of Comrnunity DeveEopment '"""".a`�a'S-°g.�°"'
Village of Teq�esta
345 Tequesfa Drive
Tequesta, FL 33469
WATER RESOURCES
suhject
Bella VilEagio Engineering Re�iew
Date:
Dear Ms. Pennell: March 12, 2015
This letter is our �onfrmation that we have aoordinated with Simmons & White, the co�ca�:
Project Engineer for the above, regarding khe engirseering comments made to the Thomas C. Jensen, PE
plar�s submitted to the Village af Tequesta far the Bella Viilagio project. The
comrrzents d�ted March 2, 2Q15 were discussed with the project engineer and Phone:
revisions were submit#ed to our office via email an March 9, 2015. All camments
561.697.7065
necessary far the Planning and Zaning 8oard Meeting on March 19, 2015 have been Email:
addressed. Any additianal comments shall be addressed prior to the final submittal of Tom.lensen@arcadis-us.c�m
this praject to t�e Village.
Our ref:
RFOa�� as.00�o
ff you have any questions, please don't hesitate to contact us.
Florida License Numbers
Sincerely Enginesring
EB00007917
Geology
ARCADIS U.S., Inc. GB5s4
Lamiscape Architecture
LC26000269
�
Thom C. Jerssen, P.E. survey�n�
LB7062
Uce ident
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MEMORANDUM
TU: Nilsa Zacarias, AICP
Denise Pennell
Village of Tequesta - Department of Community Develapn�ent
FROM: Stephen J. Parker, ASLA - Parker-Yannette Design Group, Inc.
I�ATE: March I �, 2015
RE: BELLA VILLAGGIO
I have reviewed the revised Landscape Plans far Bella Villaggio, County Line Road, as prepared
by Gentile, Glas, Holloway, O'Mahaney and Assoeiates tiated 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
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Phillip R. Jimrusti & .A�sociates, Inc.
� � �cological Eng�neexs
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Environmental Consulta�ts
! 4085 S.W. Honey Terrace • Palm City, Florida 34990
Phone: 954-370-�870 � Fax: 772-781- 3790
As Nature Intended
Febn�ary I 8, 20 I S
Niisa Zacarias
Community Developrnent Director
Village of Tequesta
345 Tequesta Drive
Tequesta, �'lc�rida 33469
Re: Review of Environmental Assessment Report
Dear Nilsa:
We have examined the documentation that was provided zn the Environmental Assessment
Report for the "Bel1a Villaggio" propased rnulti-family residence project for compliance with the
Village of `�'equesta iand development codes. `Z'he parcel is coxnprised af partially developed land
in Section 30, Township 40 Sputh, Range 43 East, Tequesta, Florida. The property is bordered
an the north by County Line Road, on the west and south by residential devel�ap��ent and on the
east hy a multi-family reside�atial development.
Villa�e Of Tequesta Code o� Ordinances - Sec. 331n — Chaptex- 54
The Environn�ental Assessment Report is complete in revzewing the environmentally sensitive
lands but daes not address the storm water rnanage�nent aspect of the site develapznent. This
issue must be resolv�d with a separate report prepared hy an Engineer.
The description of the soils, vegetation, listed speczes and wetlands appear to be accurate based
on the supplied aerial photos and other dacumentation. An on-site examinatian was nat
conducted by this Consultant. The szgz�atua af the aerial photo indicates that there are no visible
native communities �hat sliouid be preserved. The Environmental Assessment Report appears to
be in full campliance with the Village Of Tequesta Code of Ordinan.ces for envi�onmental�y
sensitive laa�ds.
Sincerely,
� • •� C,, � �.---.^.._.
Phillip R. Jimrusti
President
� McMAHON ASSOCIATES, INC.
5500 Viltage Boulevard � Suite 103 � West Palm Beach, FL 33407
p 561-840-8650 I f 561-840-8590
_� • • � •
mcmahonassociates.com
PRINCIPALS
Joseph W. McMahon,P.E.
Joseph J. DeSantis, P.E., PTOE
TECHNICAL MEMORANDUM John S. DePalma
Wittiam T. Steffens
Casey A. Moore, P.E.
Gary R. McNaughton, P.E., PTOE
TO: Nilsa Zacarias, AICP ASSOCIATES
John J. Mitchell, P.E.
Village of Tequesta Christopher J. Williams, P.E.
R. Trent Ebersole, P.E.
Matthew 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 plan prepared by Gentile Glas Holloway O'Mahoney & Associates, dated December
18, 2014 was also reviewed with regard to traffic issues. The following comments are provided:
Traffic Statement
McMahon agrees with the methodology of the Traffic Statement and finds it consistent with Palm
Beach County criteria. The trips generated by 16 townhomes will have an insignificant impact on
County 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 submittal to be adequate from a traffic perspective.
RTE/hsv
F: \ FL \ 11172M_VillageOfTequestaTransportationServices\ 11172M_06_Be1laVillagio_Review\TechMemo_010715.doc
Corporate Headquarters: Fort Washington, Pennsylvania
Serving the East Coast from 13 offices throughout New England, the Mid-Atlantic, and Florida
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�zORI9�' DeCertt�er 30, 2014
Ms, Nilsa Zacarias, Pfanner
Village af Tsquesta .
Dep�runent oF Hn�iaaeerIaeg �� Tequ�sta Qrive
aaed Pub13c Works Tequesta, FL 33469
P.a. sox z�zze RE: Bella Villagio
West Palm Beach, FL 33416- t 229 Praject #:141205
t561} b8Q-4400 TRAFFIC P�RFORMANCE STAHDARDS REViEW
Fr1X: (Sb1} 68k-�#05fl Dear Ms, Zacarias
tia��.�w.p6cgov com
The Palm Beach County Tra�c Division has revi�wed the traffic statement for the
p�oposed residential project enti#ied; Belia ViIlagia, pursuant to the Tra�c Pertormance
� Standards in Article 12 0# the Palm Beach County Land aevelopment Cade. The project
is summarized as foilowsa
Location: South side of County Lir�e Road, west af EJS-1.
raam ae�Cta c���,cy Municipatity: Village ofiTequesta
Hoarct oF co«ncy pCN #: 64-43-40-30-0�-000-3050, 6d-43-40-3D-00-000-304d,
Cr►aromissianers
sa-as-aa-3o-oa-ao � -oa3o.
Shelley Vana, Mayor Existing Uses: 3 SF Residen#ial Units
New p�oposal: 16 MF Residential 'fownhomes
Mary Lou Bergsr. Vice Mayar IVew Dally Trips 106
Ha! R. Vateche New PH Trips: . 12 AM and 93 PM
Bu€Id-Oa#: Year Encf 2018
Pauleae Surdick '
8ased on our review, khe Traffic aivision has determined the proposed residential
Steven 1.. Abrams developmen# meets the Tra�c Performance Standards of Palm Beach Coun#y. Please
Metissa tvlcKinlay i note the receipt af a Tra�c Performance Standards (TP5) appraval lette� does nat
constitute the review and issuance of a Palm Beach Counry Right-of-Way (Ft/W)
Priscilla A. Taylar � Construction Permit nor does it eliminate any requRrements that may be deemed as site
related. For work within Palm Beach Caunry R/W, a detaifed review of the prajectwill be
' pravided upon submittal for a RNV permit application. The project is required ta comply
with all Palm Beach County standards and may include R/!W dedication.
cou�ry ��min�sc�wr Nu buiiding permits are #o be issued by the VElage after the build-out date speciFed
above. The Caunfy traffic concurrenay approval is subject to the Project Aggregation
Robert Weisman Rules set forth in the Traffic Performance Standards Ordinance. If you have any
questions regarding this determination, pf�ase conEact me at 684-4090 ar send me an e-
mail to ma#efi(c?r_,pbcaav_com,
Sincerely,. _ -
*� � �
�
Masoud Atefi � CE
TPS Administrat r, Muni ' alities - Traffic Engineering Division
MA:sf
�- Bryan Keiley PE„ - Simmons 8 White Inc.
File: General - TPS - Mun - TreffiC Study Reviews
An f:quat OpNorrstniry F,kTRAFFICUnaWdminWpprovals120ta�1412Q5 doc
Affirmutn�e rictian F.m�toycr"
� printod ort recyrted paper
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VILLAGE OF TEQLTESTA Ck. #/ 03
_ _ Planning and Zoning Deparnnent Rec.
345 Tequesta Drive Date:���"��
= � Tequesta, FL 334G9
�`-j Phone: 551.7fi8.0451
` { Fax: 561.7b8A698
APPLICATION FOR SITE PLAN REVIEW
DRC � �
PLANNiNG & ZUNING BOARD {]
VILLAGE COUIVCIL �
PROJECT #_ SPIQ Q/--l�
PROJECT NAME: Bella Viliaggio
PROJECT ADDRESS 3754, 3764 and 3774 County Line Road (o p latted the New address 3770 County Line Road)
Estimated Project Cost: $�•1 million
Applicant Nnme: M. Troy Holloway - Gentile Glas Hoiloway O'Mahoney & Associates, Inc.
Appiican#'s Address; c/o 2GH0 1907 Commerce Lane Suite 101 Jupiter FL 33458
Applicant's Pbone No.: 561-575-9557 Fax No.: 561-575-5260 �n„ail Address; Troy@2gho.com
Provide tivritten approval from the property owner, if other tha� the applicrznt.
Property Owner's Name: MGA Tequesta, LLC
Property Owner's Address° $18 US Highway One, Suite 2 North Palm Beach, FL 33408
Property Owner's Phone No.: $00 Fax No.; E-mail Ad�iress: �eg@mgapalmbeach.com
DESCRIPTI4N OF WORK• Site Plan Review to b uild 16 dwelling units in 3 two-story multi-family buildings.
The application inlcudes a proposed landscape plan; directional and building ident sig a t ;
2 monument signs. �
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All construction, additions, and/or aiterations within the Village, except in districts R-lA and R-i, must be ?
reviewed by the Planning & Zoning Advisory Board. The Planning & Zoning Advisory Board meets the
third Thursday of every month at 5:30 p.m., as needed in the Village Hall Council Chambers, 345 Tequesta =
Drive. The applicant will be informed by ietter of their scheduled meeting date, ;''•
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The Planning and Zoning Ad�risory Board shall have general authority as outlined in Sec. 22.53. Powers and �
duties. After review and recommendation by the Planning & Zoni�ng Advisory Board, applications will be {
heard by the Village Council for final approval. After approval by the Village Council, a building permit can �
be issued by the Building Department. t
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A. sTATEtvt�vT oF owra�RSxtP: See attached statement of use to address the following
s. sTATE�n�rT �F mrrErr�ED us�. residential dwelling units
C. STATEMENT UF COMPLIANCE WITH COMP PLAN & CONCURRENCY REQUIREMENTS:
See attached justification statement See attached Statement
D. STATEMENTS OF P1�ELIIvIINAItY REVIEW BY �THEit AGENCIES:
E. GENERAL LOCATI{)N MAP shown on site plan
F. sux�E� see survey included with this submittal
�. �vvrROrrM�vTa�, nvtrACT �va��s�sisTUnY: no environmentally protec ar
N. TREE �ITRVEY: N/A
I: SITE PLAN:
1. ARCHITECT-BNGINEER-SCTRVEYOR-PLANNER-DEVELOPEA Architect - Kelly Yates
Engineer - Simmons and White; Surveyor - Betsy Lindsay; Planner/LA - 2GH0
2, DETAILED DESCRIPTI�N:
(a) BOiJNDARIES & TOPOGRAPHY: see survey and legal description - north Martin Co;
south - Cypress Manor; east - asa e o; wes - ypress anor
(b) EXISTING STREETS: counry �ine Road
{c) ADJACENT BUILDII�TG &IOR STRUCTURES: residential developments
{d) ACCESS {INGRESS & EGRESS): from County Line Road
(e) 7"RAFFIC IMPACT STATEMENT: �nsignificant Traffic for the development
{fj TOTAL PAVII�TG �VITHIN PARKII+iG AREAS (SO. FT. &°la):
{ o�F s�rx�E�r P,�x�v�ndADnv� ,�as: no loading required for dev.
{h) TABULATION O� PAitKING/LOADiNG SPACES: � parking spaces ,'
{i) REGREA'TIDN FACII.,ITIES & LOCATION: p ool and restroom facility at the south end i
(j) SCREENS & BUFFERS: a buffer and wall have been provided surrounding the site. �
1
(k) R�FUSE COLLECTION AREAS there will be curb side pick up - no dumpster �
(l) AVAILABII.ITY UF UTILITIES: POWER eXlStltlg y�ATER eXlStlll9 #
SEWER eXIStICIg TELEPHONE existing GABLE TV existing �
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FiRE HYDRANTS Proposed fire h t o be located near the entrance �
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(m) PROPOSED UTILITY EASEMENTS OR GRANTS: Propose easements have been shown ;
(n) PROPOSED RIGHTS-�F-WAY: N�A � �
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3. GROSS ACIZEAGE / ACRES & SQ. FT.; �. acres
(a) TflTAL OPEN SPACE {5Q, FT. &%): 22 ,447 s �J%
{b) TOTAL LOT GOVERAGE {STRUCTURES) (SQ, FT. &%): 23,��5 S.f
(c) TOTAL LOT COVERAGE {IMPERVIOUS SURFACE: ALL PAVING, WALKWAYS,
PATIOS, DECKS �TC.� {sQ. �r. &�ro�: 44,495 s.f./66.5%
(d) L(J'T' COVERAGE (GREEN AREAS ) (SQ. FT. & °10)
1. WITHIN ALL PAVING AREAS: � �, 268 S.f.
2. REMAINDER ALL AREAS: � � , 179 s .f.
3. T�OTALLOTCOVERAGE: 22 �447 s .f ./33 . r J%
��> u�vrrsPERAC�: allowable 12 du/ac - proposed 10.40 du/ac
see architectural plans for complete s_f.
(� TOTAL SQ. FT. AREA ALL BUILDINGS, ALL FLO�RS:
d. PROPERTY & LANDSCAPE MAINTENANCE PROVISION3 (AGREEMENTS / SURVNABILITY
BUNDS): owner will have HOA documents prepareed
K. PRELiMINARY PLANS AS FOLLOWS:
l. STORM DRATNAGE Provided
2. SEWER LAYOUT: P rOVIC�@C�
3. WATER DISTRIBUTION & SYSTEM LAYOUT (INCLUDING BACKFLOW PRE�ENTER
LOCATIONS): PrOVICIGC�
4. UNDERGROtTI+TD ELECTRIC LAYOUT {II+ICLUDING TRANSFORMER LOGATI�NSj:
existing and wili be extended
5. TELEPHONE 8c CABLE UNDERGROUND LAYOUT {INCLUDING ABOVE GR4UND
JUNCTION & DISTRIB[ITION BOX LO�ATIONS): existing and will be extended i I
L. ARCHITECTURAL ELEVATIONS (ALL ORIENTATIONS) see architectural pfans i
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ng. Buu.nrNG APpE.�.�cE & t,Artnscapnvc: See landscape and architectural plans j
N. SIGNS (PROPOSED NUMBER, TYPE, SIZE & LOCATIONSj: 5, see plans for type, size and tocation �
O. PROPOSED T�POGRAPHIC CONSIDERATIONS (DREDGING, FILLING, SLOPE, DRAINAGE ; �
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PATTERNS, NATURAL VEGETAT[ON, ACCESSIBILITY, RETAINING WALLS, BERMS, PRIVACY
w�v..LS aND�oR FENC�s�: proposed grades are provided on engineering �;
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plans (site plan and/or architect plans stFow walls, etc. : �
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P. �'LOODPLAIN IvI.ANAGEMEI�TT CONS�ERATIONS:
i, Z�I�iE DESIGNAT10�1: C
2, BASE FLO�D ELEVATION: N/A
3.
3. PROPOSED FINISH FLOOR ELBVATION: 26.0
4, CC�ASTAL HIGi-I HAZARD UESIGN C�NSIDERATIONS: N/A
Q. DEVELOPMENT STAGES �PHASES): N�A
R. L�VEL OF SERVICES [SEE C�DESE�. �8-331{h)j
1, TRAFFIC {ROADS AND RIGHTS-OF-WAY): IC1SIgC11flCatlt tl'afflC tC'IpS
2. SANITARY SEWER: meetS �-�S
3. DRAINAGE: meets LOS
4. P�JTABLE WATER: meets LOS
5. RE�REATII�I'd:
Per andlor leve/ of ssrvice riocumentatio� from ull applicable agencies. Include a copy of the letterldacument
with your application. Apply a page number to the lettsr and indicate the page number in the spos provided below.
these were previousiy provided
1) Village of Tequesta Utiliries Department
2) Viilage of Tequesta Engineer
3j Loxahatchee River Envirornnental Gontrol Dis#rict (ENCON)
4) Palm Beach County So��d Waste Authority
5) Palm Beach County Department of Bnvironmental Resources Management {DERM)
6) Palm Beach County Heelth Departrnent i
7j Palm Beach Traffic Engineering Department
S) Palm Beach County Schot►1 Board (Letter of Determinaiion for School Concumency)
9) Waste Management {Nichuls 5anitatio�j ;
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i0) South Fiorida Water Managemen# Disirict {SFWMD) i
11) Florida Power & Light ;
l2) Florida Department of Transportation '
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13) Florida Deparhnent of Environmental Protecti�n
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14) Comcask Cable Company �
15j AT&T Communications '
16) Others as may be applicable.
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The applicant will submit to the Villa�e of Tequesta Planning and Zoning Department the following
documents for Planning & Zoning Advisory Board review, forty-five (45) days prior to the rneetin�
date:
1) For new constr�ction or additions, Fifteen (15) sets of professionally prepared site plans showing
{I 1— 11 X 17 and 3 futl size) all existing and proposed struclures, setbacks, parking and loading
layout, ingress and egress, sidewalks and walkways, exter�or iighting layout, dimensions of street
frontages and property lines and all signage.
2) Fifteen (IS) se#s (11 — 11 X 17 and 3 full size) of Landscaping Plans in accordance with Village
of Tequesta Code of Ordinan+ces, Division N, Landscaping.
3) Fifteen {15) sets {11 — 11 X i7 and 3 full size) of multi-dimensional color renderings andlor
photographs are to be provided. The Planning & Zoning Advisory Board needs to see an exaci
render'rng of what is to be placed on the site, Colo.r photographs or prints as close tfl the actual
co�ors to be used must be supplied. Since calor printers often do not display the correct color, it
is recommended that samples of the paint chips, as weil as a sample of #he support materials {i.e.,
canvas, rvood, metal, etc.) be provided.
4) One �1) disk containing application, docurnents and plans.
5) Any other documents that may help ciarify the position of the applicant.
M. Troy Holloway
APPLICAN NAM INTj
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APPLTCANT' S 1GNA RE
May 21, 2
DATE
NOTE: Ali renderings, models, drawings, photos, etc., submitte+d to the Village will become the
property of the Viliage of Tequesta.
To cover all additional administra#ive costs, actual or anticipa#ed, including, but not limiteci to, �
engineering fees, consul#ant fees and special studies, the applicant shall compensate the Village for
all such costs prior to the processing of the applicati or no# later than thirty (30) days after final
application apprflval, whichever is determined as app riate by the Village.
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Signature to c wledge
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-�� Landscape Architects Pianners Environmental Consultants
��au,,.-.
GENTILE GLAS HOLLOWAY O'MAHONEY&Asso��ates,i�� �+��Se;.Gentile'FASIr�
A1. Tro Hollona ASLA
Emily A1. O'Alahoney .45LA
Dodi Buckmaster Glas AICP
B ella Villa io
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Statement of Use - Site Plan Review
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May 21, 2015
Request:
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 dwelling unit
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
ViHage of Tequesta.
Histo :
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 dwelling units in 3 buildings. Buildings A and B will
consist of 5 dwelling units each with building C having 6 dwelling units. The 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 and completed in one (1) phase (all infrastructure,
recreation amenities, perimeter wall, drive, perimeter landscaping, etc.) and the order of
construction of the buildings will be according to market demand. The pool amenity area
will be constructed and completed concurrently with the first building.
19Q7 Cc�mrnerce Lane, Suite 101 Jupiter, Florida 33458 561-575-9557 561-575-5260 Fax www.2gho.com
' �ella Villaggio
Site Plan Application
�_�� 4�_r�._.cv-�ro�
May 21, 2015
Page 2 of 6
Land Use/Zonina Compatibility:
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
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 Count Martin Count
SOUTH
Casa del Sol R-2 Medium Density
C ress Manor Palm Beach Count — RH Palm Beach Count — HR-12
EAST
Casa del Sol R-2 Medium Densit
WEST
C ress Manor Palm Beach Count — RH Palm Beach Count - HR-12
Statement Of Compliance With
The Comprehensive Plan & Concurrencv Requirements
As stated above, the Bella Villaggio project is proposing a site plan for 3- 2 story buildings
with a total of 16 units.
The project is consistent with the Vilfage's Comprehensive plan:
Policy� 1 1 2- The Villaqe's Land Development Re.qulations shall conform to, and
implement the use densitv and intensity standards as outlined on Table FLU-1 below:
Table FLU-1
- Maximum Density and {ntensity - 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.
Obiective • 1.3.0 Prohibit land uses which are inconsistent with the communitv's character
and future land uses.
- Policv 1 3.1 - Through the imp/ementation of planned unit development, mixed-use and
other innovative requlations encouraqe the development of housinq tvpes within a
N:\Bella Villaggio - 14-0602Wpplications\Site Plan\Submittal Documents\Resubmittal 05.21.2015\Updated Statement of Use 05.21.2015.docx
' �ella Villaggio
Site Plan Applicatiorr
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May 21, 2015
Page 3 of 6
phvsica/ settinq that permit both comfortable and creative livinq, while affordinq both
privacy and sociability - The project is compatibfe 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;
- Policv 1 3 4- lmp/ement heiqht limitations in accordance with the Land Deve/opment
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 lsles style landscaping within the 30' height requirement with very attractive
architecture.
- Policv 1 3 6- Require adepuate parkinp suitably arranped and attractively landscaped,
in all developments. 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.
- P olicy 1.5.2 - The Villaqe sha/l ensure that public facilities and services meet adopted
levels of service and are provided concurrent with development impacts. The project is
further consistent with the Comprehensive Plan, as well as the concurrency
requirements in that it is located within the urban service 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.
- P olicv 1 1 1 Transportation Element - Provide safe and convenient on-site traffic flow
throuqh the implementation of the parkinq requlations in the land development
re_qulations. 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 recyc{able material storage space
needs will be effectively met through an alternative 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:
N:\Bella Villaggio - 14-0602Wpplications\Site Plan\Submittal Documents\Resubmittal 05.21.2015\Updated Statement of Use 05.21.2015.docx
' �ella Villaggio
Site Plan Application
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May 21, 2015
Page 4 of 6
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 Vitlage of Tequesta:
1 Traffic roads and ri hts-of-wa .
Roadway Type (LOS) Standard (LOS) Peak
D * except Country
Collector* C Club Drive and
Seabrook Road which
are C
Urban Minor Arterials C D
Principal 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.
(2) 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 qenerated bv a proposed
development project. _
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
frequencv, 24-hour duration storm event is herebv adopted, and shall be used as
the basis of estimatinq the availabilitv of capacitv and demand qenerated bv a
proposed development proiect. As a qeneral drainaqe requirement, each
proposed pro�ect and/or site must maintain 95 percent of all stormwater runoff
on-site.
See the attached Water Management Calculations.
(4) Potabte water. The followinq potable water level of service standards are
herebv adopted and shall be used as the basis for estimatinq 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
N:\Bella Villaggio - 14-0602Wpplications\Site Plan\Submittal Documents\Resubmittal 05.21.2015\Updated Statement of Use 05.21.2015.docx
' �ella Villaggio
Site Plan Application
n,,,-;� an �na�
�„�-. o
May 21, 2095
Page 5 of 6
b. Maximum day water consumption (including irri ation):
Residential 180 gallons/capita/day
Nonresidential 3,030 allons/acre/da
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 impervious surface. This
general permit requires submitta{ 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 dwelling units 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 units 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
N:\Bella Villaggio - 14-0602Wpplications\Site Plan\Submittal Documents\Resubmittal 05.21.2015\Updated Statement of Use 05.21.2015.docx
.
�ella Villaggio
Site Plan Applicatian
n,,.;� �.r �n�G
May 21, 2095
Page 6 of 6
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 trel{is as part of the lot coverage.
Conclusion:
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 & Associates, Inc. are Troy Holloway and Pat Lentini.
N:\Bella Villaggio - 14-0602Wpplications\Site Plan\Submittal Documents\Resubmittal 05.21.2015\Updated Statement of Use 05.21.2015.docx
_
Bel la Vi I la io
Tequesta, Florida
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GENTILE GLAS
� �1 HOLLOWAY ' '
_,.....� O'MAHONEY Aer�al Locat�on Ma
.,. & Associates, Inc
tandstape Archilctls
Environmmlal CanullaNS Date: 10/17/2014
Plannrrs
� II��NIU�N�����N��u����l�
CFPI 2tb 150037455
OFt BK 27313 PCs 1681
THIS INSTRUMENT PRBPARED BY AND RETURN TO: RECORDED 82/�2/Z815 16:32:43
Kimberly Searson pel�a Beach County, Plarida
S oast Title AMT 1b4, 627. e@
8 illage Square CYossing, Suite 354 � poc Stanp i,15Z. 90
�Pal ach Gardens, FL 33410 SAar�n R. Bock, CLERIi i CDMPi'ROE.LF�t
Pgs 1881 - 1883; t3pgs!
f�le�To.: 14189
Pro � ppraisers Pazcel Identification (Falio) Number: 6b-43-4(�30-d0-000-305Q
Flori ��umentary 3tamps in tbe amount of $1,152.9Q have been paid 6ereon.
�� C�t SPACB ABOVE TH1S LINE FOR RfCORDING DATA
� / r'
> i�YARRA�YT�'DE�D
THIS WA�2�Y DEED, made the 27th day af January, 2015 by Kathryn S. Knoff, a aingle womsn and
Neil A. JohnSOp;�rried msn and Paul Johnson, a single man aud CLrtstine Zaccheo, a married waman,
whose post office ad is 690 NE Little Kayak Pt., Port 5t. Lucie, FL 34983 haroin called the Ctrantors, to MGA
Tequesta, LLC, a�a Limited L1sbUfty Company whose post office address is 818 US Highway ] Suite 2,
North Palm Beach, F k�reinafter oalled the Graniee:
(Wherever ttsed herein th�eio+s "Craalor" arrd "Grontee" include al! the parties to lhis instnur�ent nnd tke hei�s, tegrJ
representnlives and assigns o iduals, and 1he succestors nnd tusigns ajcorpomrions)
W I T N E S S E T H: That � f tors, for and in consideration of the sum of TEN AND 00/100'S ($10.00) Dollars
and other valuabie considera ' receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens,
remises, releases, conveys and �jhua the Grantee all ttiat certein land situate in PALM BEACH County, State
of Florida, viz.: �' .-�`''
�ti �
Begin at the Nonheast corne�?Jhe Northwest•1/4 of tLe Northwest ll4 of Sectton 30, Townshtp 40
5outh, Range 43 East, and ru� South along t6e East Wte of the satd Nortqwest 1/4 oi tde
Northwest 1J4 of tke said Section;`' istance of 50 feet to a point marked with an iron pipe; thence run
West, parellei with tde No�th line of " Northwest 1l4 ot tlte Northwest 1/4 0[ the said Section, and 54
feet South thereof, s dlstanee ot 10 s sta3ce which is the Point of Beginnlog; TUence rnn South
parallel to end 100 feet West of the ] � tion line a distance of 280 teet to a strke; Thence at right
engles, run Weat 50 feet to a stake; � orth 28{I teet at right anglee to the East llue, to a stake;
Thence East 50 feet to the PoIot of Beg ��.�
Subjeet to easements, restrlctioas and veservxtions of record and taxes for the year 2615 and thereafter.
**Theland described hereiir rs nottl+e honeestead ofthe grantors ond neither fhe grantars nor tlte grwntors
spurtse, nor anyone for whose suppoR lbe grarrJors are resparslble, re,vides os or adjaceat to said land•*
PCN 61}-43-40 30.0D-0f1D-3050 is jfWa 00-43-40-3Q-00-OOft-34S0
TOGETEIER, with all the tenements, hereditsments and appuctena�es thereto bclonging or in anywise sppertaining.
TO HAVE AND TO HULD, ihe same in fee simple farever.
AND, the Grantors hereby covenant with said Grantee that the Grantors are lawfully seized of said land in fee simple;
that the Grantors have gaod right aad lawfiel authority to sell and convey said land, and l�ereby warrnnt the title to said
land end will defend the same against the lawful claims of all pecsons whomscever; and thaz said lend ia fra of all
encwnbrancea, except taxes acciuing subsequent to December 31, 2614.
IN WI'I'NESS WAEREOF, the said Giantors have signed and sealed these presents the day and year first above
writtea
Signed, sealed and delivered in the piesence of.
�
Witnes : Sel �
p}1� �
W' ea #1 Signat Kathryo S. off �
Witae� #I tedNa
Wimess # igna
W itness #2 Print � pme J l �
, ��
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' �1
Book27313/Page1881 Page 1 of 3
STATE OF Flori .��
CO[7NTYOF �lm
egoing instrument was aclrnowledged before me this °�� day of January, 2015, by Kattiryn S. Knoff who
Ily lmown to me or t�as produced �L ��i es identification and � did ❑ did not take
a e � �
��\
��' � ;�F':'"% KIMBERLY SEARSON —
s ,.� t. , A � f '•,; Not bl'
� �',4�e;�� EXPIRES �
My �§si �anow service.�om Printed NOtary NAm
_�
�i'��S
Signed, sealed aad'�eli��+ed "m the inesence of:
2_t�
Witness; , � Sell
� _
Wimess #1 S' ature ��'�, Ne A. nao
�` � n �
witness #1 e am � _.
�J
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ff
WI� / E � 89 �� SIg ��17)
Wi #2 Printtd xam�
STATE 4F F7orida ��
COUIYTY OF � 1 � r� c�._ r�: )�
._ �:
��'�
The fongoi instrument was acknowledgec��`e`fis�e �his �_ day af Januery, 2015, b Neil A. Johnson who is
p�e�o me or has praduced 1--���.� as identi6catian and � did � did not take an
oa�i -
.El61f1ATf10AP10N .
AIYCOA4�0l11lFF0�2
E7�11�9:Octahet8, 2oi�
e.�anawrytwou�aa.�r. No Public
,�P SSca "�fhomasp�
My Commission Expires: ����, � � Printed Notary Name
Signed, sealed and delivered in the presence of:
Witn s:' Selters �• «�
�
iu s#1 Si nah� Paul soa
1YI
Wime�ss #1 d Name
L?/���R .C�t�<-C
Witness #2
�%�f ��G',�,rar/
Wimess #2 P ' Name
STATE OF Fbrida
COUNTY OF � �
The foregoing instrument was acknowledged before e fhis �` �day of Ianuary, 2Q15, by Pau! Johnson who is
personally known to me or has produced ��. �'( L as idtrni5catioa and � did � did not take an
oath. .
• �—
,, Nota Pu lic
�
My Commission Expires: Prin ed Notary N me
`'" �' 1CIMBBRLY SEARSON
t�: -���;
� ^:_� j'; MV COMMISSIOPI �FK 156598
��';;y,,a�„� EXPiR�S OctoDer �, 2018 '
}�o�1s5eAia9 FlorldW01 Service.com .
Book27313/Page1882 Page 2 of 3
���
Y �•f 1
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Signed, sealed and d�ed �n the presence of;
Witnes • . Selters
V �,(:i�uS�Nt. XG.�
Wi W �S #I SI G �-*` `�, Chl'18�RB Z9CCLC0
. ! ��
r
w�m� #� rr8 � �_.-,,,
5; J
: '
WILIIE83#2 � ��i� /
Witness #2 PriMed� ame .cr
STATE QF Florida ��
COUNTY OF �� (��";';
r� (
The focegoing insttvtnent was admowledged'�i `� thi o2�day of January, 2015, by Ctuistine Zaccheo who
ie personaily lrnown to me or haa producsd �� as identification and ❑ did ❑ did not tako
an aath. .
/ ���
IYotary u ic
rsa�
My Commission Expires: Printed Notary N
�
�`� �'�j,'� KiMBERLY SEARSOtJ
�' � i MY CORIFAI3&ON aMFF1555AG
��� �7Ct�IH630aWber1,2018
, u.�,,,
� IniF F,cvApN .sOm -
Book27313/Page1883 Page 3 of 3
' CFK 2i3150037465 - -- -�
. .• (���������������������� RDCO DED A2! 2/2@I5 16:35 24
_ _ .T ._ Pe2o 8each Coqety, Florida
A!['t' 329, 243. @Q
THIS INSTRUMENT PREPARED BY AND RETtJRN TO: 1�c Staop 2. 385. 18
Kimberly Searson '' Sharon R. Bock, CI.ERK 6 COIIPTROLLEI
SuncoastTifle Pgs 1918 - 1919; t2pQ�f
8d0 Village Square Cmssing, Suite 354
Pa each Gardens, FL 33410
r F No,; 14-188
P�C Appraisers Parcel Identification (Folio) Numtier: bU-43-A0.30-04-000-3040
Flo �umentary Stamps in the amount of $2,305.14 have bcen paid hercon.
��' ,. � SPACE A60VE THIS LINE FOR RECORDING QATA
��.
"�� WARRAl'1r�'Y D�ED
THIS WA � TY DEED, made the a8' day of danuary, 2015 by Kst6ryn Knoff, a single woman and
Christine Za �a�`�v married womsa, whose post affice address is 690 NE Little Kayak P�, Port St. LuciE, FL
34983 herein ce ranto�s, to MGA Tequeata, LLC, a Florida Limited Liability Company whose post o�ce
addresa is 81 S US i�ay 1 Suite 2, North Palm Beach, FL 33408, hereinafter called the Grantee:
(iYherever used herei �ternu "Granror" artd "Granlee" Inc/nde a!! !he pa+Yies to thrs insttumenl nnA lhe herrs, legal
representatives and assi�s aflrrdlvlduaLs, nnd IAe saccessors pnd rtssigns of coipomtionr)
W I T N E 5 S E T H: ���+e Grantors, for and in consideration of the sum of TEN AND 00l104'S ($10.00) Dollars
and other valuable consc ns, receipt whereof is hereby eeknowledged, hereby grenu, bargains, solls, aliens,
remists, nleases, conveys aA� ams unto the Grantee all that certain land situate in PALM BEACH County, State
ofFlorida, viz.: �
0
Begin at the Northeast �gf`:�#,, the Northwe'st Quarter of ttre Northweat Quarter of 5ectlou 30,
Townahip 40 South, Range 't,' and run thence SoufA aloug the Eust line ot the Narthwest Qu�rter
of the Northwest Quarter of s� tion, a distance of 8fty (5U) feet to a point merked with an 'von pipe,
whiCh Is the plotce of beginning �6� cet hereby caaveyed; thence 5oath abng ssid Qaarter sectian
line a dlstnuce of two hundred 284) feet ta a point marked with an iron pipe, thence West, at
right angles to the )ast lEne, a dlata ce �f one hnndred (lOD) feet to a point marked with an iron pipe;
t6ence at right angles to saId last Iin�,adU psrsllei with satd first line, North two Lundred eighty (280)
feet to a point which ta aae hundred {l�� West from the Point of Beeinning, w61ch point is marked
with an iron pipe; thence East one hua J � d0) feet to the Poinf of Beginning.
Subject to easemeatc, restrletions and ��us of record and taxes for the year 2015 and thereafter.
**The land described herein is not the ho�fthegruntors, and aeitherlhegrarowrs nor tke grantors
spause, nor anyorre for whose support the granrors are responslbJe, resides on or aQjacent to saiQ (and**
PGN 6D-43�U-3ROQ-00�040 ts j/k/o 00.43-40-30-00-OOD-3040
Tl3GETHER, with alf the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining.
TU HAVE AND Tp HOLD, the same in feE simple forever.
AND, the Grantors hereby coven�t with said Grantee that the Grantors are lawfully seized of said land in fee aimple;
that the Grantors have good right and lawful authority to sell and eonvey said Eand, and hereby warrant the title to said
land and will defend the same against thc lawfvl claims of all persons whomsoever; and that said land is &ee of all
eneumbranees, except taxes accruing su6sequent to December 31, 2014.
IN WFI'NESS WAEREpF, ihe said Gra�ors have signed a�d sealed these presenis ihe day and year Hrst above
written
Signed seand and liver d in the pcesence oF. � �/
�/
G�Za�I. 1�! .�..�
itne �l Sigae � Kathryrt� �-
W imess # Print d Na t)
�r
w1bIC63�tgi1 TC
. (
w�m�5 tn r�y N�
STATE OF Flo '
CO[JNTY OF �QI m, [� r_I�
The foregoing inatrument was aclmowledged be£ore me this � day of January, 2015, by Kath►yi► Knoff wha is
pecsonapy knoam to me or has produced �� � f i� as ideutification and ❑ did ❑ did not take an
oath.
SEAL � '
"'� �', KIMBERLY SEAI4SON Na y ublic �
s�=' � 'k: �
�r � MYCOMMISSIONBFF,f555Q6 i �= ,
'"?�� Printed Notary N e f.
,, EXPIR�S October i, 2018 � ' �•
(a07 3BlAIS3 FbrlAalloifl Slrvld.IbiN f �'�
�
f *'
File No.: 14188 1
�* y;;;
Book27313/Page1918 Page 1 of 2
, ` .
�� .
.���
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� t ns
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3igned,sealed and � in the presence of:
Witnees: - Selters
��r �.'f.�u�'a&:.cc.. Xa u {u.o
Widceas #1 Si `-���, Christine Zxccheo
c< �, Q�UL�
Wi #1 Print N• e �-;� •
s#?S' i'�7)
• �, �'i�
Wit�ess #2 Printe Name
STATE OF Florida i t�
�..-�
COUNTY OF S (L �` }l
�`L�> ,r
The foregoing inst�ument was acknowled /� e this �"� day of January, ZO15, by Cluistine Zaccheo who
is personally known to me or Las produced 1'��� as identifieadon and � did Q did not ta]ce
en oath,
�.
Notary' b ic
,�� 5�-SD�
My Commission Expic+es: Printed Notary Nam
�� KlMBERl.Y SEARSON
{-..
� ' MY COMMISSION NFF15558i
11` ,
��,�a d � EXP(REB Ootober 1, 2418
�ao7�ae�otaa RbekYNma 9orvlao,eom •
�
Book27313/Page1919 Page 2 af 2
. I�����I�I�II�MI�����I�!
CFH 2Oi50037489
OR Btf 27313 PG 1469
RECOBDED 62/�2/2815 ib:38:4f�
. � Pala Beach Coantp, F1oriQa
AI[T 281,13i1. �B
� Daa 5ta�p L,'�8.9@
TI�INSTRUMENT PREPARED BY ANA RETURN TO: 3haran R. Bock, G[.ERIC i E,'OMPTROLi.ER
�I�i, rlySearsafl � Pg 1969: tlpg}
8 !� �Title
Jl���ge Square Crossing, Suite 354 ~`\
Paltcl�,`.�ch Gardens, FL 33410
Our Fi1�1�JaQ 14187
Property �sers Pazcel Identification (Folio) Number: 60-43�8-30-06-DO1-0030
\ l ,
Florida Doc� Stamps in the amount of $1,968.40 have been paid hereon.
'`� SPACE ABOVE THLS LINE FOR RECORDING DATA
y '�,. WARRANT�DEED
TffiS WARRAIV��EED, made the 27th day ofdanuary, 2015 by Kathryn S. Knoff, a single wamau, whose
post office address is 69Q� Little Kayak Pt., Port St. Lucie, FL 349$3 6erein called the Grantor, to MGA Tequeata,
LLC, a F1orlda Ltm[t�d �ty Company whoae poxt office addres.s is $18 US Highwayl, Ste 2, North Palm
Beach, FL 33408, hereu��led the Grantee:
(Wkerever used hereln !he tC�'�s ;Grantor" and "Gran(ee" inchrde a!1 the parttes to ihis inslnimeat ond the heirs, lega!
sepresenrariers add rrssigns ofin�vt f3, and the successors u�tt assigns of corporatiomsJ
W I T N E S S E T H: That th��1Ct� for and in cansideration of the sum of TEI3 AND 60/100'S (510.00) Dollars
and other valuable consideratio z�eipt whcreof ia hereby aclmowledged, hereby grants, bargains, sells, aliens,
romises, releases, conveys and co ��nto the Granta all ihat certain land situate in PALM BEACH County, State
ofFiorida, viz.: ��-_��
The West 75 feet of the North 38�. feet ot Government Lot 1, Sectfon 30, Townsbip 40 South, Range 43
East, Ptlm Beach County, Florida, �he Nort6 50 feet thereaf for rosd right of way.
�,-.
Suhject to easements, restrictions and�v atious ot record and taxea for the year 2015 �nd thereatter.
;�f
�' ���
PCN GO-43�0-30-QO-001-0030 is f/Wa OQ-d3�& � 1-0030
TOGETHER, with elt the tenements, hereditame and appurtenances thereto belonging or in anywise appertaining.
TO HAYE AND TO HQLD, tl�e same in fee simp(e forover.
AND, the Grarnor hereby covenants with said Grantee ihat the Grantor is ]awfully seized of said land in fee simple;
that the Granror lias good right and (awful auihority to sell and convey said land, and hereby waaants t6e tit(e to aeid
land and wiR dtfend the saxne against the lawful claims of all peispns whomeaever; a►�d @ist said ]and is free of all
encumbrances, exeept taxes aCCruing subsequent to Deeember 3l, 20t4.
IIV WITNESS WHEPtEOF, the said Grantor has signed and sealed these presents ihe day aad year firat above wriUen.
Signed, �Ted and delivered in the _ presenoe of: `��
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Wi ess I Signatt K�thryn S. off
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Wi #1 rin Nam
Wifiese # iga�a e
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W imess #2 Prigt� me
STATE OF Flo a
, COUINT]' OF h y �
The foregoing ing7�ument was xknomledged before me thisa" � day of Janusry, 2015, by Kethryn S. KnofF who
is peisonally known to me or has produced �� b� as identification and Q did 0 did aot take
an oath.
SEAL
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Printed Notary N e
My commission expires:
�P '�"''�,� KIMBERLY SEAFiSON
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File No.:14-187
Book27313/Page1969 Page 1 of 1
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NATURAL RESOURCE MANAGEMENT� WETLAND� AND ENVIRONMENTAL PERMITTING SERVICES
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COUNTY LINE ROAD PARCELS
TEQUESTA, FLORIDA
� ENVIRONMENTAL ASSESSMENT REPORT
Pre ap red by;
EW CONSULTANTS, INC.
601 Heritage Drive, Suite 124
Jupiter, Florida 33458
561-623-5475
August 2014
601 HERITAGE DRIVE STE 1 2A� • JUPITER, FL 33458 • 56 ]-623-5475 • Fp,x 561-623-5�481
WWW.EWCONSULTANTS.COM
COUNTY LINE ROAD PARCELS
ENVIRONMENTAL ASSESSMENT REPORT TEQUESTA, FLORIDA
I. INTRODUCTION
EW Consultants, Inc., conducted an environmental assessment of the approximately 1.5-acre
parcel in August, 2014. The parcel is comprised of partially developed land in Section 30,
Township 40 South, Range 43 East, Tequesta, Florida (Figures 1 and 2). The property is
bordered on the north by County Line Road, on the west and south by residential development,
and on the east by a multi-family residential development.
II. METHODS
Prior to the site visit, the U.S. Geological Survey 7.5-minute Quadrangle Topographic Map,
Jupiter Quadrangle, and the Soils Survey of Palm Beach County Area, Florida (U.S. Department
of Agriculture, Soil Conservation Service 1970) were reviewed to deternune topographic
features and site soil mapping units. Copies of the most current (2014) Palm Beach County
aerial photographs of the parcel were obtained and reviewed to determine potential locations of
environmental features.
Pedestrian transects of the parcel were conducted to map approximate locations and boundaries
of significant environmental resources, vegetative communities, exotic vegetation, and
jurisdictional wetland areas. The survey was also conducted to note any occurrence of listed
plant or animal species and vegetative communities which would require protection or
identification under the Village of Tequesta Environmentally Sensitive Lands Ordinance,
Chapter 50, Article III.
The Guide to the Natural Communities of Florida (Florida Natural Areas Inventory 1990)
provides classification of natural communities of Florida and was used in this investigation.
Approximate location of vegetative community cover type boundaries and other features of the
site were mapped. Vegetative communities were identified in accordance with Florida Land Use
Cover and Forms Classification Systems Handbook (Florida Department of Transportation 1999)
(FLUCFCS).
Vegetation protection in the Village of Tequesta is mandated under Chapter 50, Natural
Resource Protection in the Code of Ordinances. The Ordinance requires preservation of a
minimum of 25 percent of any environmentally sensitive lands on site, and protection of historic
and specimen trees.
Wetland protection is mandated under federal, state, and local regulations. The U.S. Army
Corps of Engineers (CE) regulates activities in Waters of the United States pursuant to the Clean
Water Act (PL92-500 Section 404) as further defined in the CE regulatory program (33 CFR
320-330). The State of Florida Department of Environmental Protection (DEP) has established
wetland identification and pernutting processes at Chapter 62-330, 62-340, and 62-312 of the
Florida Administrative Code (FAC). Current federal and state wetland definitions are derived
from the original definition found in 33 CFR 328.3, identifying wetlands as "those areas that are
601 HERITAGE DRIVE STE 124 • JUPITER, FL 33458 • 561-623-5475 • F,e,x 561-623-5481
WWW.EWCOI�ISULTANTS.COM
COUNTY LINE ROAD PARCELS
ENVIRONMENTAL ASSESSMENT REPORT TEQUESTA, FLORIDA
inundated or saturated by surface or ground water at a frequency and duration sufficient to
support a prevalence of vegetation typically adapted to life in saturated soil conditions".
Delineation of federally regulated jurisdictional wetlands is determined by the Corps of
Engineers Wetlands Delineation Manual (USAE Waterways Experiment Station Environmental
Laboratory 1987) and the Interim Regional Supplement to the Corps of Engineers Wetland
Delineation Manual: Atlantic and Gulf Coastal Plain Region (USAE Research and Development
Center 2008). Delineation of wetlands regulated by DEP and South Florida Water Management
District (SFWMD) is done according to Chapter 62-340 FAC, Delineation of the Landward
Extent of Wetlands and Surface Waters. The FloNida Wetlands Delineation Manual (Gilbert et
al. 1995) serves as a guide to Chapter 62-340. Both manuals, which emphasize the identification
of hydric soils, hydrophytic vegetation, and wetland hydxologic conditions in making wetland
deternunations, were used in this investigation.
Listed species of wildlife are found in Florida's Endangered Species, Threatened Species and
Species of Special Concern, O�cial Lists (Florida Fish and Wildlife Conservation Commission
May 2011) and regulated plants are listed in Preservation of Native Flora of Florida, Chapter
SB-40 (Florida Department of Agriculture and Consumer Services, Division of Plant Industry,
April 2004). A series of pedestrian transects were conducted across the property to determine
the presence of any listed species.
III. RESULTS
A. Soils
The soils on the site are mapped as St. Lucie — Paola Urban Land Complex (Attachment
1). A description of the soil type in the natural condition is listed below. This description
is based upon the general characteristics for the soil type illustrated in the Soils Survey of
Palm Beach County Area, Florida and is not necessarily indicative of the exact
characteristics of the parcel.
1. St. Lucie-Paola Urban Land Complex. This soil is an excessively
drained, deep, sandy soil found on knolls and low ridges. In most places these
soils have been modified for urban development. Under natural conditions, the
water table is usually below a depth of 6 feet. When present, typical natural
vegetation comprises sand pine, scrub oak, saw palmetto, hog plum, fetterbush,
and pineland threeawn grass.
B. Vegetative Communities
Vegetative communities on the parcel were mapped using FLUCFCS (Figure 3). The
vegetative communities are described as follows:
601 HERITAGE DRIVE, S7'E 124 • JUPITER, FL 33458 • 561-623-5475 • F,e,x 561-623-5481
WWW.EWCONSULTANTS.COM
COUNTY LINE ROAD PARCELS
ENVIRONMENTAL ASSESSMENT REPORT TEQUESTA, FLORIDA
120 Residential —1.1 acres
This portion of the property has been historically cleared and developed with
three residential buildings. The northern portion of the property between the
buildings is used for parking and contains some scattered landscape plants such as
seagrape, cabbage palms, and live oak. The remainder of the residential area is
maintained with low lying grasses and weeds including Bermuda grass, panicums,
crab grass, and buttonweed. There are also a couple of scrub oaks located in the
southwestern portion of the cleared residential area.
422 Brazilian Pepper — 0.4 acres
The area classified as Brazilian pepper falls around the heavily vegetated property
perimeters. Invasive, exotic Brazilian pepper dominates the canopy and midstory
in this vegetative community. Other dominant species found here include earleaf
acacia, mango, Norfolk pine, carrotwood, grape yine, and schefflera. There are
also a few scattered native species in this community including hog plum, scrub
oak, and prickly pear cactus.
C. Listed Species
No plant or animal species listed as protected by federal, state, or local environmental
regulatory agencies, nor any signs of such plants or animals, were observed on the parcel
during the environmental assessment. The very thick vegetative growth and dominance
of exotic species has left the remaining perimeter habitat very degraded and inappropriate
for most listed species found in this region.
Non-listed wildlife observed includes mourning dove, cardinal, northern mockingbird,
and raccoon scat.
D. Wetlands
No state or federally regulated wetlands were observed on the property. The site soils and
vegetation are typical of upland habitats and no hydrological indicators were observed on
the property.
IV. SUMMARY
A. Vegetative Communities
The Code of Ordinances defines environmentally sensitive lands, and trees that require
preservation, protection, or mitigation. Because of the current land use and the heavy
encroachment of exotic and nuisance species, the vegetative community remaining on the
property does not contain a dominance of native species. While there are scattered native
601 HERITAGE DRIVE, S7'E 124 • JUPITER, FL 33458 • 561-623-5475 • F1�x 561-623-5481
WWW.EWCONSULTANTS.COM
COUNTY LINE ROAD PARCELS
ENVIRONMENTAL ASSESSMENT REPORT TEQUESTA, FLORIDA
species remaining, the quality and quantity of native species is such that they do not form
a functional native habitat on this property. Therefore, no preserve set-aside will be
required.
Native vegetation however, should be preserved and incorporated into site plans where
possible. Exotic species should be removed from the site during the development
process.
B. Listed Species
No listed species or preferred habitat of listed species was observed on the property
during the environmental assessment. Although soils appear appropriate for gopher
tortoises, the surrounding development and property disturbances appear to have
precluded them from utilizing the site.
C. Wetlands
There were no areas which would be considered jurisdictional wetlands by the State or
Federal agencies. A site meeting with the SFWMD and CE may be required to confirm
the absence of jurisdictional wetlands.
EW Consultants, Inc. can assist in addressing all of the above topics by conducting pre-pernut
application meetings with environmental regulatory agencies, preparing permit applications in
cooperation with planners and engineers, and defining options that will assist in achieving a
development site plan for the parcel.
601 HERITAGE DRIVE, S7'E 124 • JUPITER, FL 33458 • 561-623-5475 • F1�x 561-623-5481
WWW.EWCONSULTANTS.COM
COUNTY LINE ROAD PARCELS
ENVIRONMENTAL ASSESSMENT REPORT TEQUESTA, FLORIDA
APPENDIX A
Ma�s and Fi�ures:
Figure 1: Location Map
Figure 2: Aerial Photograph
Figure 3: FLUCFCS Map
Attachment:
Soils Report
601 HERITAGE DRIVE, STE 124 • JUPITER, FL 33458 • 561-623-5475 • Fax 561-623-5481
V1lWW.EWCONSULTANTS.COM
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Soil Map—Palm Beach County Area, Florida .
(COUNTY LINE ROAD PARCELS)
MAP LEGEND MAP INFORMATION
Area of Interest (AOI) � Spoil Area The soil surveys that comprise your AOI were mapped at 1:20,000.
_ Area of Interest (AOI) � Stony Spot
Warning: Soil Map may not be valid at this scale.
Soils � Very Stony Spot
�1 Soil Map Unit Polygons Enlargement of maps beyond the scale of mapping can cause
� wet Spot misunderstanding of the detail of mapping and accuracy of soil line
.rr Soil Map Unit Lines placement. The maps do not show the small areas of contrasting
� Other soils that could have been shown at a more detailed scale.
� Soil Map Unit Points -
.� Special Line Features
Special Point Features Please rely on the bar scale on each map sheet for map
(a� Blowout Water Features me2SU�ement5.
_ Streams and Canals
� eorrow Pit Source of Map: Natural Resources Conservation Service
Transportation Web Soil Survey URL: http://websoilsurvey.nres.usda.gov
� Clay Spot � Rails Coordinate System: Web Mercator (EPSG:3857)
�y Closed Depression , Interstate Highways Maps from the Web Soil Survey are based on the Web Mercator
� Gravel Pit ,�,c US Routes projection, which preserves direction and shape but distorts
„ Gravelly Spot distance and area. A projection that preserves area, such as the
Major Roads Albers equal-area conic projection, should be used if more accurate
Landfiil calculations of distance or area are required.
� Local Roads
� Lava Flow Background This product is generated from the USDA-NRCS certified data as of
the version date(s) listed below.
� Marsh or swamp . Aerial Photography
r�+ Mine or 4uarry Soil Survey Area: Palm Beach County Area, Florida
Survey Area Data: Version 8, Dec 30, 2013
� Miscellaneous water Soil map units are labeled (as space allows) for map scales 1:50,000
� Perennial Water or larger.
� Rock outcrop Date(s) aerial images were photographed: Dec 12, 2010—Mar
+ 13, 2011
Saline Spot
Sanay Spot The orthophoto or other base map on which the soil lines were
�• compiled and digitized probably differs from the background
,� Severely Eroded Spot imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
� Sinkhole
� Slide or Slip
o Sodic Spot
U� Natural Resources Web Soil Survey 8/11/2014
Conservation Service National Cooperative Soil Survey Page 2 of 3
Soil Map—Palm Beach County Area, Florida COUNTY LINE ROAD PARCELS
Map Unit Legend
Palm Beach County Area, Florida (FL611)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
41 St. Lucie-Paola-Urban land 1.5 100.0%
complex, 0 to 8 percent
slopes
Totals for Area of Interest 1.5 100.0%
USDA Natural Resources Web Soil Survey 8/11/2014
� Conservation Service National Cooperative Soil Survey Page 3 of 3
SIMMONS WHITE
ENGINEEHING I PLANNING I CONSULTING I SINCE 1962
October 20, 2014
Job No. 14-114A
Revised 12/11/14
DRAINAGE STATEMENT
Bella Villaggio
Village of Tequesta, Florida
SITE DATA
The subject parcel is located just south of County Line Road approximately 500 feet west of
US-1 in Palm Beach County, Florida and contains approximately 1.5 acres. The addresses are
3754, 3764, 3774 Southeast County Line Road and the Property Control Numbers for the
subjectparcel 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 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. The site is currently in Palm Beach
County, and as part of the Site Plan approval process, is proposed to be annexed into the
Village of Tequesta. For additional information concerning site location and layout, please
refer to the Site Plan by Gentile Glas Holloway O'Mahoney & Associates, Inc.
SITE DRAINAGE
This site is currently located in unincorporated Palm Beach County and is proposed to be
annexed into the Village of Tequesta. It is proposed that runoff be directed to on-site
exfiltration trench by means of paved or grass swales and/or inlets and storm sewer. 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 discharge site with the required design storm events stored on site and in
the exfiltration trench. Drainage design is to address the following:
1. Building floor elevations to be at or above the level produced by the 100-year, 3-day
event.
2. Parking lots to be protected from flooding during the 5-year, 24-hour event.
DRAINAGE STATEMENT
Simmons & White, Inc.
5601 Corporate Way Suite 200 West Palm Beach Florida 33407
T: 561.478.7848 F: 561.478.3738 www,simmonsandwhite.com
Certificate of Authorization Number 3452
DRAINAGE STATEMENT
Job No. 14-114A
October 20, 2014 — Page 2
Revised 12/11/2014
SITE DRAINAGE (CONTINUED�
3. Due consideration to water quality.
4. Compliance with the South Florida Water Management District Intracoastal Drainage
Basin Criteria.
Required permits/approvals shall include the following:
1. Village of Tequesta Drainage Approval
2. South Florida Water Management District General Permit by Rule
3. Palm Beach County Land Development Right-of-Way Permit
���� �, o��,
�
,� , � � / � --�
Am 1�'ez, . .
FL Reg. No. �5386
ANG/sa� x:/docs/trafficdrainage/ds.14114.word
County Line Road — Multi Family
Section 30, Township 405, Range 43E
Village of Tequesta, Florida
Water Management Calculations
Prepared: September, 2014
Revised: October, 2014
Revised: February, 2015
Simmons & White, Inc.
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 are 00-43-40-3Q-00-000-3050, 00-43-4Q-30-00-
000-3040 and 00-43-40-30-00-001-003Q. 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.
Proposed 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
Total area = 1.54 acres
Water Qualitv:
1) 1" Over the site:
1.54ac (1") = 1.54 ac-in Required Water Qualitv
2) 2 '/2" x % Impervious:
(1. 54ac-0.51 ac-0.51 ac� x 2'/2" x 1.54 ac
(1.54ac-0.51 ac)
= 1.94 ac-in Re�uired Water Quality 11.3b 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 area. Per the geotechnical report
the soil type is St. Lucie, Paola, Urban land complex (Map Unit ID 41) and the USDA
Soil Survey describes tlus 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 80 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 (#50-067Q4-P). �
S = O.Slac(14.68"�
1.54 ac
S = 4.86"
Site Runoff Calculations:
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 rneet (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 — ( o•2sL
(p + 0.85)
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 Summsiry for Zero Discharge (with ex�ltration trench):
Storm event Stage (feet)
100 year — 3 day 25.41 *
100 year —1 day 25.07
25 yeax — 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.$.
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.
Exfiltration trench recoverv time:
The calculations below are 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 $' exfiltration trench with top elevation = 22.5 and {k) = b.8x10�. Refer to
enclosed exfiltration trench calculations for other dimensions:
QBoaom = (k)(H2j($ ft)(195 ft)
QBonom = 6.36 ofs
Qsiaes ={k)(195 ft)( H2 x Dv — 0.5 x Du + H2 x Ds)
Qs�aes = 2•12 cfs
Total Flow through Trench = QBottom + 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 Routings:
See attached
SIMMONS & WHITE INC.
5601 CORPORATE WAY, SUITE 200
WEST PALM BEACH, FLORIDA 33407
CERTIFICATE OF AUTHORIZATION #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
H2= DEPTH TO WATER TABLE FROM CONTROL ELEVATION 6.0 FT *
DU= NON-SATURATED TRENCH DEPTH 4.0 FT �
DS= SATURATED TRENCH DEPTH 0 FT
L= REQUIRED TRENCH LENGTH 193 FT
24.5 CONTROL ELEVATION
22.5 TOP OF TRENCH
� 19.$ 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
rile: 10 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 01, 2000;0000 hr End: Jan 09, 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: 1.59 acres
Ground Storage: 4.86 inches
Time of Concentration: 0.16 hours
Initial Stage: 18.5 ft N�VD
Stage Storage
(ft NGVD) {acre-ft)
--------- ---------
16.50 O.QO
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 0.0�
BASIN WATER BUDGETS (all units in acre
Total Structure Structure Initial Final
Basin Runoff Inflow Outflow Storage Storage Residual
On Site 0.64 0.00 0.00 0.00 0.64 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 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: 25 year
3 Day Rainfall: 13 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 0.84
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 29 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, 200Q;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: 14 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.$4
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 (hrj
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 Num�er: 14-114 '
Period Begin: Jan 01, 2000;0000 hr End: Jan 04, 2000;0000 nr 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: 1.54 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 0.29
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 NrAXIMUM AND MINIMUM STAGES
Basin Max (ft) Time (hr) Min (ft) Time (hr)
------ -------------------------
On Site 25.41 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 1.45 0.00 0.00 � 0.00 ^ 1.45 0.00
_-- - �
�E�9;T3E�SE� �i,t���'t� CC9�15�3L�'"�i�l .�"� �l�C�lh�E�i��, 1B�i�» :i.'1C�E 1�'ile No. 14-160
�r�otrrFtnica[ Engsneei7�ae Septeml�er 2 , 2�1�
�o�istructian Mat�yrirals 7'�;sti:rs;
�nvironm�ntz�t ConauiYing
MG1'� Tequesr.a, .�,l�C
818 US I Iighway> On�, Suite 2
�lorth Palm Beach, �3;,•33408
Attn: IVIt. �arnes Garlinge
EXFILTItATIQN TEST
PROPOSED �EST�ENTIAL DEVELOPMFzNT
37�4-3774 SE Cc�UN'i'Y LiN� RoAD
PALM BE.ACH COUNTY�
In accorclanee with �ow: request and au,thori�ation,, tl�adexsen .Andre Gonsulting $ngineexs, Inc. has
eorn�Iezed one (i) soil hyciraizlic conductivit� test 2t the above xefexenced szte. 'I�ie soil hy�aulic
conductivity tesc was perfoxineci in general accoidance with method� described in the SontlY Florida
Watet 1Vlanageme�t District (SI�VUTVID) I'ermit I�iformation I�+[anual, F7oiume IV,
. T�e attached She°et No. 1 presen.Cs the xesults �f the completed test�ng, as well as the apprc�xitnate -
te�st loe�tiom.
It has l�een a ple:�stare t�� be of assistance to y�iu on this pl�ase of your project. When we uzay be of
futthe� .sexvice to you oY should you have atup questio�as, please coaitact us.
Bc.>St Yegal:dS,
AND�R$EN ANDRE CONSULTIIVG ENGINE�RS� IN'C,
Gexrif�cate of.Authorization No. 2G794
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rlttac�t���� 1- E:cfiltration Test Resuits 1nd Test Lc�cation Plan
d�d�@4
L��i.r���.�1�i1:�2
CC (zria em�ilj, lZ.ol� Seeine� - tl.sset Special.ists, I��c.
Paui B�7ti, P.E. - Si:m�,nc�iis &'��kCite, Inc.
573 SW 631tmore Streek, Rort St. Lucfe, Fioridn 3498� Ph: 772-tiQ7-9991 �'�c; T72-807-9192 www,aaceinc.com
ex—�
a�tt: os/oz/xo,.
TEST LOCATION PLAN
o a —
.. , a- r �
4 LT. Brtown FiwE S�ND (SP) _: w.�p ��? * �'"+ � SE COUNTY LINE RG
Yr �l
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1 � +}Y .•, ' ,\_ a , ... � d
� � ,. 3774 3764 h:�Y" 3754 A �
- 5 - � � - ORANGE-BROWN� MlE� SANO (SP) . . . . . . . 5 �'�� . � �.
m � $� '
= EOB O ��6' BLS � � ^ ". ¢ . •.T� , . . �\
� GWT N.E. ( 1K ' -
a : ° a � . x'. j "�s,_.` +�,:� i! � � .
o ',� , ..rw�p. �1��._.��� 2^� � �� � ,. „� s�r. .
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10 _ ����Y ._� y ' 0 � � ";�';., • t� : �� � � ��h��� .
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TEST SUMMARY (EX-1 Z � tii:�,� , �„ � �'°.� ,�!�{��`
_ 3� ,• �s , s � p r� ��� �
_ a'v si� ,� � t.
Q — 2.01 x 10 CFS - +r �: ~ ' '• r � �z�>
�. , S: #
d = 0.5 FT '� �� � � , r � �''c; ��,r„�
HZ = 6+ FT k�` . ° ,� . ' � ="�' •� •
Ds = 0 FT I+�r � � Y �� �
•; s,. w � p � J'
—4 � �� �+�r �r ' �.� .�n�� ''.r ..y^••S� � ��
K = 6.8x10 CFS/SQ.FT. — FT. HD. i . / � y �� ' �'' ",� '' �;a k� � ti { ^ � ; '• .�
� "�.'�" �• ' y� "i �f� sj� T 1f �..3� ��
We recommend using a Factor ot Sofety af 2 t5 f � yy ��� ,K � . '' �'
when using this value in the design ot droinogn improvemanfs. r F �� �` � � X' ' q� .'n + �
� � � r, � -.� a , ;� .� < ��
[i�' .."� ! � � ` �'_ ..i �Se �'�w
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+ � �� ,. « ,�, � �-
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APPROXIMATE � "�' "� .."'��,.i Y
LEGEND & GENERAL NOTES: Slre "" � � '�? �' ���`: ��
BOUNDARY �� ,�'�,� �E"�r. .. .._ ... � '._- ..�''}'??'' .. �..� ;i
SiWMD EX�ILTRATION TE5T5 (USUAL CONDITION TEST)
i� o.ae. +o Kr�+. �n. hydraulk conduclMry oi �` ��.���� NOTES AND LEGEND
� 1M upp�r wlla, eonelont hwa er roitl�y nwa N
FINE SAND (SP) ..nx,o+w� a.rs ca� b� p�rtortmtl. Thss� last� o J
• p�Aorm�tl in accwdanc� rflh m�lhoda ��
MaeriMd in Ih� SeWh florldo Wahr 4anaq�m�nf qppemo'ny�qENltratlonTestLOallon
EX EXFILTRATION TESi D���N�� (SiwyU) P�rmit in�ormefbn Yanual, Velom� m
GYlT N.E. GROUNDWATER TABLE NOT EHCOUNTEREO �'� In brNi, tor tn� 'USUCI Conaition i�af', 0 6
EOB END OF BORINC 10 9 inch dbm�l�r hd� b ouy�r�d tv deplhs ol Shrnm test locatbns Ic opproxlmale. The teet locetbn was detertninetl N' E
aEOUt 5 fo 7 f�s�; M� yckom em /oof Is fill�d usi�g tape and whael measuremenLS, obtalnod aerlal photographe, aM
BLS BELOW UNO SURFACE wlih 57-ston�; ond a 6-foof bnq a1oM�E WL ptp� a axispng sRe leatures as references. The nhown test locatbn should
SP UNIFlED SdL CLASSIFICATION SYSTEM (USCS) b lor�nd inlo tM heN. iM diafenc� I.om tM w be cons{dered accurate only ro the degree impied �y the meMOd of
USCS GROUPS DE7ERNINED BY VISUAL CLASSIGILATION vreunewaf�r toeN ane te fM q.eune aurloe� �: measurementused. 5
0 STABIIIZED fLOW RATE r�cortledand �h� hob h tnm eoturcled br 10 _ �
d D4WETER OF TEST HOLE minuf�� rt�h tM ret�r I�wl malnluln�d al rA� BoringLOratlonPlanSource:PglmBeachCountyPropertyAppralser NO7705CALE
H2 HYDROSTATIC COLUMN 9��0 surtac�.
Ds SATURATED HOLE DEPTH (BY GNT) u o eon.fonl hwd Ine h p�riemwd, Po� ret. 01 a i ...WITHIN SECTION 30
NOTE: IF 0, CNT NOT ENCOUN7ERED p�mD��g wm D� ncwaetl ol nvad inlenols of t � TOWNSHIP 40 SOUTH
minWe 1or a fobl of 10 m�nul�s, follovfng ihe -""
:°�°•o o•"od RANGE 43 EAST
`' ANDERSEN ANDRE CONSULTING ENGINEERS INC. EXFlLTRATIONTEST Dmwnby:PGA o��a:se "-
EXFILTRATION TEST RESULT PROPOSED RESIDENTIAI DEVELOPMENT Ghecked by: DPA D�ta:September20�4
5]35W BlKmorc 52rce; Vort SL LuNC, FL 3498J nZ-8o7-9191 wwwApCElnarom AND TE5T LOCATION PLAN 3754, 3764 & 3774 SE GOUN7Y LINE ROAD -
Certiflcate Of Author�atlon No.26�9d PALM BEACH COUNTY, FLORIDA /wCE Fne No: 7a�6o Sheet No. 1
SIMMONS 6s WHITE
5601 Corporate Way, Suite 200 West Palm Beach, Florida 33407
O 561.478.7848 � F 561.478.3738 www.stmmonsandwhite.com SIMMONS WHITE
Certificate of Authorization Numbe► 3452
EN8INEEPINB 1 PLANNINB 1 CONSULTINB I SINCE 1882
INSIGNIFICANT TRAFFIC IMPACT
STATEMENT
BELLA VILLAGGIO
TEQUESTA, FLORIDA
Prepared for:
` � \, ���,10 c i�1 1 t��
MGA Tequesta, LLC ` ���Q�.'{ , �-�'e� �roa� 1`�;e� i
818 US Highway One � �. �� ����$ ,, A
Suite 2 � � � �FC � � �Q1� � �
North Palm Beach, Florida 33408
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Job No. 14114 ''�
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Date: Deoember 3, 2014 �� �ya
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TABLE OF C�NTENTS
1,0 SITEDATA ........................................................................................................2
2.0 PURP�SE OF STUDY ....................................................................................... 2
3.0 TRAFF/C GENERAT/ON ................................................................................... 3
4.0 RAD/US OF DEVELOPMENT lNFLUENCE ...................................................... 3
5.0 TEST 1 BUILD-OUT ANALYS/S ........................................................................4
6.0 TEST 2 BU/LD-DUT ANALYStS ........................................................................4
7.0 SITE RELATED /MPROVEMENTS ....................................................................4
8.0 CONCLUS/ON ...................................................................................................5
Bella Vil/agio
Job No. 14-114 Page � 2
1.0 SITE DATA
The subject parcel is located just south of County Line Road approximately 500
feet west of US-1 in Palm Beach County, Florida and contains 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 �ine Road. For additional information conceming site
location and layout, please refer to the Site Plan. Please note that as part of this
application, the subject property is to be annexed into the Village of Tequesta.
2.0 PURPOSE OF STUDY
This study will analyze the proposed development's 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 Performance Standards. The Traffic Perfonnance Standards state
that a Site Specific 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 tra�c within the radius of development influence
which would have total traffic exceeding the adopted LOS at the end of the build-
out period. This Test 1 analysis consists of finro parts and no project shall be
approved for a Site Specific 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 beyond 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 traffic within the radius of
development influence which would result in total tra�c exceeding the adopted
LOS at the end of the Five Year Analysis period. This test requires analysis of
links and major intersections as necessary within or beyond the radius of
development influence, where a projecYs traffic is significant on a link within the
radius of development influence.
Be/fa Villagio
Job No. 94-194 page � 3
2.0 PURPOSE OF STUDY (CONTINUED)
This analysis shall address the total traffic anticipated to be in place at the end of
the fifth year of the Florida Department of Transportatian Five Year
Transportation Improvement Program in effect at the time of traffic analysis
submittal.
The existing roadway nefinrork as weli as both the State and Palm Beach County
Five Year Road Program improvements, with construction scheduled to
commence prior to the end of the Five Year Analysis Period shall be the Test 2
roadway network assumed in the analysis. The total tra�c in the peak hour,
peak direction on each link within a project's radius of development influence
shall be compared with 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 developmenYs traffic impact will mest the
above Traffic Performance Standards.
3.0 TRAFFIC GENERATION
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 Generation = 106 tpd
A.M. Peak Hour Traffic Generation (IN/OUT) = 12 pht (2 IN110 OUT)
P.M. Peak Hour Traffic Generation (IN/OUT) = 13 pht (9 IN/4 OUT)
4.0 RADIUS OF DEVELOPMENT INFLUENCE
Based on Table 12.6.2.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 influence 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
percent of the LOS "D" of the link affected on a peak hour, peak direction basis
up to the limits set forth in Table 12.6.2.G1 1A: LOS "D" Link Service Volumes.
Bella Villagio
Job No. 14-114 Page � 4
4.0 RADIUS OF DEVELOPMENT INFLUENCE (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 "E" 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
percent of the LOS "E" of the link affected on a peak hour, peak direction basis
up to the limits set forth in Table 12.B.2.C-4 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 project's 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 Period. 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 directional
distributions at the project entrance for the overall development with no reduction
for pass-by credits are shown in Tables 2 and 3 attached with this report and
may be summarized as follows:
" DIRECTIONAL
DISTRIBUTION
(TRIPS IN/OUT)
A.M. = 2 / 10
P.M. = 9/4
Bella Vil/agio
Job No. 14-114 Page � 5
7.0 SiTE RELATED IMPROVEMENTS tCONTINUED)
As previously mentioned, site access is proposed via a full access 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 turns or 30 left
turns in the peak hour, no tum lanes appear warranted.
8.0 CONCLUSION
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 build-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 wiN therefore meet the requirements of the Palm Beach County
Traffic Performance Standards.
bk: x:\DocumentslTrafficDrainageB�Structural�tis.14114.�nrord
BELLA VILLAGIO 10/01/2014
PROPOSED DEVELOPMENT
TABLE 1- Dailv Traffic Generation
ITE - - Dir Split �. Intemalizatfon Pass-by
Landuse Code " Intensi RatelE uation ' In Out Gross Trips % Total Ezternal Tri s Yo Trips Net Tti
Condo/TH (Fee Simple) 230 16 Dwellin Units 6.65 106 0 106 0% 0 106
Grand Totals: 106 0.0 % 0 106 0% 0 706
TABLE 2- AM Peak Hour Traffic Generation
ITE ,, ,. . ., Dlr Split Gross Trips Internalizatlon External Trlps Pass-by Net Trips
Landuse Code ' Intensi � ; Rate/E uation ' In Out In Out Total % In Out Total In Out Total % Trfps In Out Total
Condo/TH (Fee Simple) 230 16 Dwellin Units Ln = 0.80 Ln X+ 0.26 0.17 �.83 2 10 12 0.0% 0 0 0 2 10 � 2 0% 0 2 10 12
Grand Totels: 2 10 12 0.0% 0 0 0 2 10 72 0% 0 2 10 12
TABLE 3- PM Peak Hour Traffic Generation
�� - „ -- ., ;, Dir Split Gross Trips Internalization External Trips Pass-by Net THps
Landuse Code Intensf ' RatelE uatlon - In Out In Out Total `°/, In Out Total In Out Total °� Trips In Out Total
Condo/TH (Fee Simple) 230 16 Dwellin Units Ln = 0.82 Ln X+ 0.32 0.67 0.33 9 4 13 0.0% 0 0 0 9 4 13 0 h 0 9 4 13
Grand Totala: 9 4 73 0.0% 0 0 0 9 4 13 0% 0 9 4 13
X:\DocumentslPROJECTS12014114114 County Line Rd Multi Family -Bella Villaggio\TrafficlTr�c Report SIM�4l0\5 �i�HITE
B.K.
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SIMMONS WHITE
ENBINEEPINQ I PLANNINB 1 CONiULTINB 1 i1NCE 19i2
AuawNzetion rw. 3�6z NJ.S.
5601 Corpomte Wuy � Suite 200 � West Palm Beach. Florfda 33407 �(561) 478-78�8
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70% 30%
cou�mr uNE Rona
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PROJECT DISTRIBUTIO�y
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25% PROJECT DISTRIBUTION BELLA VILLAGGIO
14-114 BK 10-01-14
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SIMMONS WHITE
ENBINEEqINB 1 PLANNINB I CONIIULTINB I SINCE 1BtY
I4,awrizotion No. 345z N.LS.
5601 Cenporaate Way � Su1te 200 � Wast Polm Baach, Florida 33407 �(361) 478-7848
couHr�r uNE Roa�
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3 A.M. PEAK HOUR TURNING MOVEMENT
(7) P.M. PEAK HOUR TURNING MOVEMENT BELLA VILLAGGIO
106 A.A.D.T. 14-114 BK 10-01-14
aF� i o vii i er,in �oro�i2o+a
TABLE 4
TEST 1- PROJECT SIGNIFICANCE CALCULATION
AM PEAK HOUR
2019 BUILD OUT
DIRECTLY ACCESSED LINK
TOTAL AM PEAK HOUR PROJECT TRIPS (ENTERING) = 2
TOTAL AM PEAK HOUR PROJECT TRIPS EXITING = 10
, AM PEAK HOUR , _ .
`. c — , �: :' DIRECTIONAL , : ' > TOTAL
. " ` i PROJECT PROJECT EXISTING LOS D PROJECT " PROJECT .
STATION ROADWAY FROM � TO — DISTRIBUTION TRIPS ' LANES CLASS STANDARD IMPACT SIGNIFICANT
COUNTY LINE ROAD DIXIE HIGHWAY SITE 70% 7 2 II 810 0.85% NO
COUNTY LINE ROAD SITE US-1 30°l0 3 2 II 810 0.37% NO
X1DocumentslPROJECTS1201 411 41 1 4 Courrty Li�e Rd Multi Family-Bella Villaggio\Tra�clTraffic Report 5I\9Jt()\5 . �i'HI"CE
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TABLE 5
TEST 1- PROJECT SIGNtFlCANCE CALCULATION
PM PEAK HOUR
2019 BUILD OUT
DIRECTLY ACCESSED LINK
TOTAL PM PEAK HOUR PROJECT TRIPS (ENTERING) = 9
TOTAL PM PEAK HOUR PROJECT TRIPS EXITING = 4
PM PEAK HOUR
DIRECTIONAL TOTAL
PROJECT PROJECT EXISTING LOS D PROJECT PROJECT
STATION ROADWAY FROM TO DISTRIBUTION TRIPS LANES CLASS STANDARD IMPACT SIGNIFICANT
COUNTY LINE ROAD DIXIE HIGHWAY SITE 70% 6 2 II 810 0.77% NO
COUNIY LINE ROAD SITE US-1 30% 3 2 II 810 0.33% NO
X:1Documents\PROJECTS12 01 411 41 1 4 Coun Line Rd MuNi Fami BeNa Villa � `
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TABLE 6
TEST 2- PROJECT SIGNIFICANCE CALCULATION
AM PEAK HOUR
TEST 2- FIVE YEAR ANALYSIS
DIRECTLY ACCESSED LINK
TOTAL AM PEAK HOUR PROJECT TRIPS (ENTERING) = Z
TOTAL AM PEAK HOUR PROJECT TRIPS DCITING = 10
AM PEAK IiOUR . , ,
•: , - " DIRECTIONAL TOTAL .
° PROJECT • PROJECT EXISTING � LOS E PROJECT PROJECT
STATION ROADWAY FROM TO ' . DISTRIBUTION TRIPS LANES CLASS STANDARD IMPACT SIGNIFICANT
COUNTY LINE ROAD DIXIE HIGHWAY SITE 70% 7 2 II 880 0.81% NO
COUNTY LINE ROAD SITE US-1 30% 3 2 II 860 0.35% NO
X:\DOwmerrtslPROJECT5�2014N4114 Coanty L[ne Rd Muttl Famly -Beila Villaggio\TreffidTrafBc Report " �
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TABLE 7
TEST 2- PROJECT SIGNIFICANCE CALCULATION
PM PEAK HOUR
TEST 2- FIVE YEAR ANALYSIS
DIRECTLY ACCESSED LINK
TOTAL PM PEAK HOUR PROJECT TRIPS (ENTERlNG) = 9
TOTAL PM PEAK HOUR PROJECT TRIPS EXRING = 4
_ - PM PEAK HOUR
• DIRECTIONAL TOTAL '
PROJECT PROJECT EXISTING '. .. LOS E; PROJECT PROJECT
STATION ROADWAY FROM � � TO - ' ' DISTRIBUTION TRIPS LANES ' CLASS STANDARD IMPACT SIGNIFICANT
COUNTY LINE ROAD DIXtE HIGHWAY SITE 70% 6 2 II 860 0.73% NO
COUNTY LINE ROAD SITE US-1 30% 3 2 II 860 0,31% NO
X:1DOCximenLS1PROJECTS�2014114-714 Counry Line Rd MuIU FamAy $ella ViYaggio\Traffic\Treffic Report C[\i \t()\ti �• 11'1 il"I'F
B.K.
VILLAGE OF TEQUESTA
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October 13, 2014
Amy Galvez
Simmons & White
5601 Corporate Way, Suite 300
West Palm Beach, FI 33407
RE: 3754, 3764, 3774 Caunty 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 ta the above referenced addresses to be provided in
accordance with the Tequesta Utilities Department Water Service Policy and appropriate
Water Service Agreernent as required.
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, / �/f / ��rj/f�
' � cK� �t
Mark McCtintock
Water Distribution Supervisor
345 Tequesta Drive, Tequesta, FL 33469
561-768-0700.�Fax:561-768-0693
www.tequesta.org
January 13, 2015 �
� � ��
YUUR PAkTNL•R 1�01{
SOL1U R`AS7'E SULUTIi 1NS
Mark Hammond
Executive Director
Solid Waste Authority
7501 N. Jog Road
West Palin 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 accommodate 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 lan�ll. '
Based upon the e�cisting Pa1m Beach County population, the most recently available
population growth rates published by the University of Florida Bureau of Economic and
Business an.d 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 appro�cimately the year 2048.
The Authoriry continues to pursue opdons to increase the life of its ex�isting 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 ly yours,
1 �� ��t:.r..��-'�,
Marc C. Bruner, Ph.D.
Chief Administrative Officer
7501 North Jog Road, West Palm Beach, Florida 33412 (561) 640-4000 FAX (561) 640-3400 r�,:,: ��.
T EC S�
PARTNERS
VIA Email: Amy_(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
properly and we welcome the opportunity to service your client with natural gas.
The typical average daily energy demands can not be determined until we have more
information about your client's gas equipment. Please ask your client to call us with that
information.
A site plan is required for us to indicate our existing facilities and projected future
facilities intended to service the project.
In the meantime, should you need further assistance you can contact me by calling 772-
216-9622.
Sincerely,
Sherry Horton
Sherry Horton
Account Manager
TECO Peoples Gas
Palm Beach & Martin Counties
SH
II �
�I�
FPL
�ctober 31, 20I4
Ta: Amy Galvez, P.E.
Re; 3754, 3764 & 3774 SE County Line Rd, Jupiter. 33469
Dear Amy Galvez, P.E.,
You have informed FPL that yau have a project under constructio:n at 3754, 3764 & 377�
SE County Line Rd, 7upiter. 33469 and have asked us for a Ietter stating that your projeat
does not encroach into FPL easements, or otherwise interfere with FPL facilities or the `
ability t� provide you with seivice. Upon re�iewing your plans, we have defermined that �
your project does not appear to encroach into any FPL easements or otherwise interfere
with provision of seivice.
The issue in the above-referenced paragraph has no bearing, however, on the issue of the
, safety of the workers on yaur project vis a vis FPL's facilities. It is imperative that you
visually survey the area prior to commencing construction and determine whether the
construction of any proposed structures will bring any person, tool, machinery,
equipment ar object closer to FPL's pawer lines than the OSHA-prescribed Iimits. Xf it
wili, you must either re-design your project to allow it to be buzlt safely given the pre-
existing power lines, or make arrangements with FPL to de-energize and graund our
facilities, ar relacate them at your expense. You must do this before allowi��g any
constructian near the po�ver lines. It is impossible for FPL to know ar predict whether
or not the contiactors or subcontractors, and their employees, will opera#e ar use cranes
or other mobile ec�uipment, or har�dle materials or tools, in dangerous praximity to such
power lines during t�e cat�rse of construction, and, if so, w�en and where. Therefore, if it
becomes necessary for any contractor or subcontractor, or their employees, to op�rate or
handle cranes, draglines, mobile equipmen#, or any other equipment, tools or matei�ais in
such a manner that they might come closer to overhead power lines than is permitted by
local, state or federal regulations, you and any such contractor c�r subcontractar must notify
FPL in writing of such planned operation prior to tl�e commencement thereof and make all
necessaiy ai�rangements with FPL in order to carry out the work in a safe manner. Any
work in the vicinity af the clectric lines should be suspended untiI these arr�ngements
are finalized and implemented.
FPL has certain minimum elearances that it must maintain. Tf you build your structure so
that those clearances can not be rnaintained, you will be required to compensate FPL for
the relocation o�our facilities to comply wifli tY►ose ciearances. As such, you should contac#
FPL pz�ar to commencing consti�uction near pre-existing ovez•head power lines to make sure
that your praposed structure does nat impinge upon FPL's clearances.
If you have any questions, please feel free to contact me at 561 575-6335.
Si cerely,
�------- �
" Vaugivi oncrie e `
Technical Specialist IT
Loxahatchee River District ����y�RONIy�NT,�
a � ��i
Water Redamation � Environmentai Education � River Restoration W �� p
2500lup+ter Park Drive, Jupiter, Florida 33458-8964 0
Tele hone (561) 747-5700 •Fax (561) 747-9929 • www.loxahatcheeriver.org �y ' y�
P a�. . ,. y' �
• ta�� •
D. Albrey Arrington, Ph,D., Executive Director
November 14, 2014
Amy Galvez, P.E.
Project Manager
Simmons & White Engineers
5601 Corporate Way, Suite 200
West Palm Beach, FL 33407
Re: 3754, 3764 and 3774 County Line Road, Tequesta, Florida
SAI�IITARY SEWER AVAILABILITY
Dear Ms. Galvez:
This letter is provided in response to your request concernin� sanitary sewer service availability for the
subject project,
Please be advised that, as of this date, sanitary sewer service can be made available to the subject
property upon the payment of certain costs in accordance with the District Rules. Copies of District
Rules Chapter 31-10 are available for your review on our web site at www.loxahatcheeriver.or ,� .
Consistent with District poticy, the Developer will be responsible for all costs associated with
connecting to the existing wastewater system of the District. The nearest system for your connection is a
low pressure line located on County Line Road.
Should you require additional information on this matter, please contact our Engineering Dept at
(561)747-5700 xt. 110.
Sincerely,
��� v ��
Clinton . Y
Deputy Executive Director
v:\dev\proj\bella VilfagiulAvail 1tr2014.doc
Gordon M. Boggie Steplien B. Rockoff Dr. Maii H. Rostock Hari�e�� M, Sil��erni�ui Jacnes D. S�i}�der
Board Member R�ard Member ('hairm�n Board Member Roard Memt�er
��r►
COMCAST
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
.. � r
_� ,J A7flT FlorlOa T:561.357.6615
�-_ j ��qL 20215ouMMilttaryTroll C:561.329.5451
'�✓ West aaN» eeach, Florida 33415 F:561.964.3499
robert.lowen�datt.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 8� 3774 SE County Line
Road, 7upiter Florida aka: Bella Villaggio
Dear Ms. Galvez,
This letter is in response to your request for information on the avaiiabiiity of
service at the above County Line 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�CT.
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 af the adjacent aerial/buried communication facilities need
to be relocated/adjusted those expenses incurred by ATT Florida to
accommodate the improvements will be the financial responsibility of the
property owner.
Please contact me with any comments regarding this response.
Thank you for contacting AT&T.
Sincerely,
.,� n ,�. ���
�-k.' �(
Robert Lowen
Manager Operations
Attachment 1 page
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Troy Holloway
From: Sabin, Jeff <jsabin@wm.com>
Sent: Tuesday, February 03, 2015 4:42 PM
To: Troy Holloway
Subject: RE: Bella Villaggio
Troy, If access approved for EMS vehicles, it should be fine for our fleet.
Curbside collection using the SWA (2-14 gailon) 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.
Rega rds,
Jeff Sabin
Waste
Government 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 [mailto:Troy@2qho.coml
Sent: Tuesday, February 03, 2015 1:13 PM
To: Sabin, Jeff
Subject: FW: Bella Villaggio
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 if you have any questions. thank you.
M. Troy Holloway
Partner, ASLA, LEED°AP, BD&C
Cell: 561-719-3733
troy@2�ho.com
1
�1
1�nt�+caFx ArchitiYt� Planrun En+ir�xaix�ntal Conwtlant�
GENTILE GLAS HOLLOWAY O'MAHONEY & Associates, Inc
1907 Commerce Lane, Suite 101 )upiter, Florida 33458 561-575-9557 x102
The information contained in this transmission may contain privileged and confidential information. It is intended only for the use of the person(s) named above. If
you are not the intended recipient, you are hereby notified that any review, dissemination, distribution or duplication of this communication is strictly prohibited. If
you are not the intended recipient, please contact the sender by reply email and destroy all copies of the original message.
All attached drawings, specifications and other documents, including those in electronic form, prepared by the consultant and the Consultants Sub-consultants are
Instruments of Service for use exclusively to this Project. The Consultant and the Consultants Sub-consultants shall be deemed the authors and owners of their
respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights.
Recycling is a good thing. Please recycfe any printed emails.
z
y �}-IOOL D/�,� The School Distrlct of Palm Beach County
G � Planning Department
_ ��; ^ 3300 Forest Hill 81vd. C-110
F' ��
West Palm Beach, FL 33406-5813
� , , Phone:(561)434-8042
'< ' Fax: (561�434-8187
� ,�' Attenlion: Concurrency Section
�1 BEACH COU�
The School District of Palm Beach County
School Concurrency Application & Service Provider Form
Instructions: Submit one copy of the completed application and fees for the review, for each new
residential project requiring a determination of concurrency for schools. A determination will be
provided within fifteen (15) working days of receipt oi a complete application. A determination is not
transferable and is valid for one year from date of issuance. Once the Development Order is issued, the
concurrency determination shall be valid for the life of the Development Order.
Please check (�) type of application (one only):
0 Concurrency Determination � Concurrency Exemption 0 Concurrency Equivalency
� Adequate School Facilities Determination ❑ Letter of No Impact [] Time Extension
Fees: Concurrency Determination (S2D0.00 for 20 units or more I under 20 units 5100.00), Adequate School Facllkies
Determinatlon (5200.00), Equivalency (5125•00) Exemption or Letter of No Impact (E25.00), Time Extenston (575.00)
PART 1. PROJECT INFORMATION �
Project Name: Bella Villaggio Municipality: Village of Tequesta
Property Control Number (PCN): 00�3-40-30-00-000-3040, 00-43-40-30-00-OOD3050, 00�3-4030-00-001-0030
LOC8�101) Of $U�7)0Ct PI'OP@rt�l: Soulh side of County L'mo Road, wes� ot U. S. H�ghway Ono Tequasla
DEVE�OPMENT REQUEST:
Pro'ect Data T e of Units
Pro'ect Acrea e �.ez Sin le Famil
Total Number of Units �e �s Multi-Famil Other Than A ts
Will the Pro'ect be Phased?' Y/N N A artments 3 Stories or less
Concu Service Area (CSA) Hi h Rise A artments
School Area Code (SA� ___ A e Restricted Adults Onl �
' I( applicable, please altach a Phasing Plan showing the number and type of units lo receive ceAificate of occupancy yearly.
" A Restnclive Covenant is required for age restricted communities
OWNERSHIP / AGENT INFORMATION:
�VYIIQf�5N3fI1Q: KalhrynKrwflel.al.
AgenY NBRIB: M. Troy Holloway - Gentile Glas Holloway O'Mahoney 8 Associates, Inc.
Mailing Add�ess• +�a7 commero� iaoe s�ne ioi d�PUe� F� 3aase
Telephone Number : ssi-s�s-sss� Fax Number: ssi-s�s-s2so
I hereby certify the statements or intormation made in any paper or plans su6milled herewith are Irue and correct lo Ihe best of my �
knowledge.
/ �1 �1
�;������ �'�_.�'� , December 18, 2074
Owner or Owner's Agent Signature Date
PART II. LOCAL GOVERNMENT REVIEW
Date Application Filsd: Petition Number:
Reviewed Sy; Title:
Did the Applicant pay the filing fee to you ? Q YES (Please attach proof of payment)
Q NO (If no, �he applicant must pay lhe School District.
The School Districl will not review without payment)
Government Representative Signature DATE
PART III. TO BE COMPLETED BY SCHOOL DISTRICT
Date 8� Time Received: Case Num6er:
I verify that the project complies with the adopted Level of Service (LOS) for Schools
I verify that the project will comply with the adopted Level of Service (LOS) for Schools
subject to the attached conditions
I cannot veri(y that the project will comply with the adopted Level of Service (LOS) for
Schools
School District Representative Date
K���s�a.ovne�o�
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Gentilc Glas
Hollc�w<iy
O'Mahuncy
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SURI�£YORS NOTES �
1. BEARINGS AS SHOWN HEREON ARE BASED ON STATE PLANE COORDINATES, O
NORTH AMERICAN DAiUM OF 1983/1990 ADJUSTED, FLORIDA EAST ZONE, '� Q
REFERENCE A BEARING OF S89'42'32"E ALONG THE NORTH LINE OF SECTION 30, a p
LEG.4L DESCR/PT/ON TOWNSHIP 40 SOUTH, RANGE 43 EAST, (ALSO KNOWN AS THE NORTH LINE OF =� �
BEGIN AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST GOVERNMENT LOT 1) PALM BEACH COUNTY, FLORIDA. � p
OUARTER OF SECTION 30, TONTISHIP 40 SOUiH, RANGE 43 EAST, AND RUN THENCE SOUTH �� �
ALONG THE EAST LINE OF 111E NORTHWEST QUARTER OF iHE NORTHN'fST QUARTER OF SAID 2. ELEVAiIONS AS SHOWN HEREON REFERENCE THE NATIONAL GEODETIC VERTICAL
SECiION, A DIS7ANCE OF FIFTY (50) FEET TO A POINT MARKED WITH AN IRON PIPE, WHICH IS DATUM OF 1929 (NGVD 29), REFERENCE PALM BEACH COUNTY BENCHMARK "MAR O� \
7HE PLACE OF BEGINNWG 0` THE PARCEL HEREBY CONVEYED; iHENCE SOUiH ALONG SAID 70", ELEVATION = 16.532 FEET. /
QUARTER SECTION LINE A DISTANCE OF TWO HUNORED EIGHTY (280) FEET TO A POINT Z �
MARKED N1TH AN IRON PIPE, THENCE WEST, AT RIGHT ANGLES TO THE LAST LINE, A DISTANCE 3. THIS SURVEY IS BASED ON A CLOSED GEOMETRIC FIGURE EXCEEDING A 0 �
OF ONE HUNDRED (100) FEET TO A POINT MARKED WITN AN IRON PIPE; THENCE AT RIGHT HORIZONTAL CLOSURE OF 1:10,000. M Q U
ANGLES TO SAID LAST LINE AND PARALLEL WITH SAID FIRST LINE, NORTH TWO HUNDRED Z U J
EIGHTY (280) FEET TO A POINT WFIICH IS ONE HUNDRED (100) FEET WEST FROM THE POINT 4. WELL-IDENTIFIED FEATURES IN THIS SURVEY AND MAP HAVE BEEN MEASURED 0 '^ J
OF BEGINNING, WHICH POINT IS MARKED WITH AN IRON PIPE; THENCE EAST ONE HUNDRED TO AN ESTIMATED HORIZONTAL POSITIONAL ACCURACY OF 0.2 FEET. �= U �
„ (100) FEET TO THE POINT OF BEGINNING. U a Q
5. THERE WAS NO ATTEMPT TO LOCATE ANY SUBSURFACE FOUNDATIONS. w
�� RESERVING, HOWEVER, UNTO THE GRANTORS AN EASEMENT FIFTEEN (15) N1DE, UPON, OVER N m � W
. AND ACRO55 THAT PORTION OF THE EAST FlFTEEN (75) FEET OF THE ABOVE DESCRIBEO 6. NO UNDERGROUND UTILITIES WERE LOCATED OR SHOWN HEREON. �
PROPERTY E%TENDING FROM THE COUNTY LINE ROAD ON THE NORTH, SOUTH TO THE SOUTH �� N C'1
= SIDE OF THE GARAGE OF GRANTORS, WHICH IS NOW IMPROVED BY A TAR AND GRAVEL �� THIS SURVEY IS NOT VALID YJTHOUT THE SIGNATURE AND ORIGINAL RAISED � J LL �
SEAL OF A FLORIDA UCENSED SURVEYOR, a
"� DRIVEWAY; WHICH SAID EASEMENT SHALL BE FOR THE PURPOSE OF INGRESS AND EGRESS, O d
- FOR THEMSELVES ALONE, WITH NO RIGHT OF PARKING THEREON; SAID EASEMENT SHALL g, THIS SURVEY WAS DONE WITH THE BENEFIT OF A TITLE COMMITMENT ISSUED � � Q
E%PIRE, TERMINATE AND BE AT AN END AT SUCH TIME AS GRANTORS HEREIN MAY DIVEST BY FIRST AMERICAN TITLE, AND SUNCOAST TITLE. REFERENCE FIRST AMERICAN TITLE Z � Q �
` THEMSELVES OF TITLE TO THEIR PROPERTY ADJACENT TO SAID EASEMENT ON iHE EAST SIDE
CER�FIED TO' COMMITMENT FILE NUMBERS 14-187, 14-188, AND 14-189, EFFECTIVE DATE
MGA TEQUESTA, LLC OR SUCH TIME AS GRANTORS MAY REMOVE THEIR RESIDENCE FROM SAID PROPERTY. THIS W� �
EASEMENT IS NOT SUBJECT TO TRANSfER. 6/26/2014 � 8:00 AM �(n
FIRST AMERICAN TITLE INSURANCE COMPANY z w
� SUNCOAST TITLE TOGETHER WITH: 9. THE LEGAL DESCRIPTION FOR THE LAST PARCEL HAS SCRIVENER�S ERRORS ON a. �
THE DEED OF RECORD. THE LEGAL DESCRIPTION SHOWN HEREON WAS TAKEN FROM
' THE WEST 75 FEET OF THE NORTH 381.6 FEET OF GOVERNMENT LOT 1, SECTION 30, TONRJSHIP THE TITLE COMMITMENT. O� O
40 SOUTH, RANGE 43 EAST PALM BEACH COUNTY, FLORIDA, LESS THE NORTN 50 FEET 10. THE PARCEL IS LOCATED IN FLOOD ZONE C PER FEMA MAP PANEL ��+-� M
ABBREVIATIONS THEREOF FOR ROAD RIGHT OF WA7. � Z
12019201068 � � �
� SYMBOL LEGEND
nc AIR CONDITIONING TOGEiHER WITH: � a
- BLDG. BUILDING x 11.47 FIELD LOCATED POINT Z �
- CBS CONCREfE BLOCK STRUCTURE WITH ELEVATION BEGIN AT THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF SECTION 30, TOWNSHIP 40, SUR�YDRS CERIIFICfITE �
CCR CERTIFIED CORNER RECORD SIGN RANGE 43 EAST, AND RUN THENCE SOUTH ALONG THE EAST LINE OF THE SAID NORTHWEST I HEREBY CERTIFY THAT THE "BOUNDARY SURVEY" AS SHOVM HEREON IS A TRUE F
= CLF CHAIN LINK FENCE �'`�' �,qMP 1/4 OF THE NORiHWEST 1/4 OF SAID SECTION, A DISTANCE OF 50 FEET TO A POINT MARKED AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION O
- CM CONCRETE MONUMENT "'r WITH AN IRON PIPE; THENCE RUN WEST, PARALLEL WITH THE NORTH LINE ON SAID AND CHARGE ON JULY 24, 2014 AND SAID "BOUNDARY SURVEY" IS TRUE AND
_ CONC. CONCREfE � MAIL BOX NORTHWEST 1/4 OF THE NGRTHWEST 1/4 OF THE SAID SECTION, AND 50 FEET SOUTH ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. IT IS FURTHER CERTIFIED a
- F�ND. FOUNDEED �p µ�q7ER SPIGOT THEREOF, A DISTANCE OF 100 FEET TO A STAKE WHICH IS iHE POINT OF BEGINNING; THENCE THAT 'fHIS "BOUNDARY SURVEY" COMPLIES K1TH THE STANDARDS OF PRAC7ICE FOR Q
` LB LiCENSED BUSINESS RUN SOUTH PARALLEL TO AND 100 FEET WEST OF THE 1/4 SECTION LINE A DISTANCE OF "BOUNDARY SURVEY" SET FORTH BY THE FLORIDA BOARO OF PROFESSIONAL
- (M) FIELD MEASURED � WP.TER VALVE 280 FEET TO A STAKE; THENCE AT RIGHT ANGLES, RUN HEST 50 FEET TO A STAKE; THENCE SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRA7IVE CODE,
= N0. NUMBER � WATER MEfER NORTH 280 FEET AT RIGHT ANGLES TO THE EAST LINE, TO A STAKE; THENCE EAST 50 FEET PURSUANT TO SEC710N 472.027, FLORIDA STATUTES.
- OHU OVERHEAD UTILIN LINES TO THE POINT OF BEGINNING. SHEET NO. 1
= P.L.S. PROFESSIONAL L4ND SURVEYOR � ELECTRIC MEfER BETSY LINDSAY, INC.
TRAV. TRAVERSE CONTAINING 66,942 SOUARE FEET OR 1.54 ACRES, MORE OR LESS. SURVEYING AND MAPPING
= TYP. ttPICAL SUBJECT TO ANY/ALL DEDICA710NS, RESERVATIONS, EASEMENTS OR RESTRICTIONS. _____________________________ OF 2 SHEETS
PT POINT
ELIZABETH A. LINDSAY, P.L.S. NOT VALID WIiHOUT THE SIGNATURE
-�� FLORIDA REGISTRATION NO. 4724 AND ORIGINAL RAISED SEAL OF A PROJECT NO.
FLORIDA LICENSED SURVEYOR AND MAPPER 14-61
U � t�
TEMPORARY BENCHMARK �l
SEi 5�8" IRON R�D d� CAP Z �)
"TRAV. PT. LB 6852' \ 1--I � �
POINT OF CONMENCEMENT ELEVAT10N=26.13� � Z+
NE. CORNER OF lHE �f
CONC. APRON b R� `� N
NW. Y4 OF TNE NW. Y� J lL
� �,� OF SECTION 30, �i a LL��
(REFERENCE � T.t°:.o .,'^ t. '4",6P�?'�� TOW RANGE 3 E. �k ,�� � �" � N � a �,
e �.':e.: �.,�.,..: .. ,, t �
BEARING) � TT//�� L
._ _ _ _ _ _ _ SB9'4232"E "COUNTY LWE ROAD,�^. CONC. APRON T � Q � ^ �
NORTH LINE OF -+ ASPHALT PAVEMEF7� �ONC.�JFiLR - - �
SEClION 1> �' �" '�' GRAVEL �RIVE ti � �' e ���y 1-j � N�
30-40-93 ,. e ' '"�� O F� �
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"PALM BEACH CDUNTY GEO�ETIC SURVEY" 1 / _�' . p��� � 4 4�'�, •Y ° �'I.;,,',Y���� �
CCR F'053162 w1TH Y� NETAL PIN � : `^ �_ � , �, Gq _ y `� y � ' : ^ �„ n �.� ~ F-i � �
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(NO I�ENTIFICA710N) :'yy � '� {, � „�.� � ry ,f" �� (NO IDENTIFICATION) O y � �
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� ��,� ao.00'(o) c� ioo.00' m N ,ya ce ; �„�'" , s � , � � �S
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- �n � CURB (TVP.) �.�' „� 47.14' ,��,° . ��� �"', �� �, ; .g WALL ry �
o r , 5 � CONC. 4.13 1. �R" ' CBS, ..v�� '''' � 5' CBS WALL W
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o � i y.� h � :...� ��M1l� ,,.� 4 7g : 9.97�
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(NO RCOF) CBS BLDG. B.0' :; ', ; ,- r r ; '' .'� H� sTORr �,' CoNC.
SANITARY S � R ENTRY �' � �` � CBS�_� �� CBS BL�G. 1"; BLDG.
20.24' 25.7' 4 CLEAN � OVERHnNG
ouis 2 :W:��' ` i4.o' - I.:
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�., ti. ti . �o ,� P.f- �',�I: �.M1 e
` �i� CBS .; � i;�.,.i9� �s,� d+:;, a I'' CONC DATE REVISIONS
Z � 3 22.39' + �2i �'.� "S 1 STORY ,4. °�,. BLDG. o.� , L' . � . � ao ' 1�.17'
o + CBS BLOG. , , J' }�';;� o y
a � �• Fi n �' �'�� � ��Ki ,�`? �5;:�. � I �• ry ���+ ,
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oz d' 57.J5' :�P zav' .�, iS.. . . a �
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�y Z ,�� CO C. , (�'�,� q �` ��� CURB:; "P CONC.
w� p 178' ,f° A� �y ���? �6 .. �.,;f'S::1 �� AC PAD ip
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o N WALL p Z FIELD BK. �C..i9/37-35
= iElAPORARY ' o + ' 9 � O M DRAWN BY 0.6t
BENCNMARK n o 75'INGRESS/EGRESS N
M $ET 5/8� IRON Q EASEMENT W1LL CHECKED BY f.A.L.
� ROD & CAP m � IERMINAIE T THE 9�
'TRAV. PT. LB 6852' o�^ iIME OF TITLE
ELEVAT10N=27.49' � 7RANSFER)
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IwES 50'(D) M �
� � 50. 6 '�M) +�°� 100' + .m�` � O
� �, *�'� EAST 150'(D) �,a+ o Q
150.26'(M) WEST 75' �" �- °
90' OEED 5' CLF CORNER Vl O >"'
8933'01"COMP 8.00� S. DF � FND. 2"x2' CM z � w
0.76' �,�,. 50.26'(M) PROPERTY LINE o � Y; 1AETAL PIN O \
� _ _ _ _ W E i5 o i5 ao _- 50.00' D NB ''' (NO IDENiIFlCA ON) F' r �
� ��. z•xz�� cu T ` m 150.26 w M Zi co.ai' � z o
H1TH Y� METAL PIN �
sc.ua i' = 90' (NO IDENTiFICATION) N 17 CBS WALL � � �� 5' CLF CORNER Z U �
� 0.89' W. OF , ^ _l
E. 1/4 CDRNER SECTION 25-40-42 0.15' S. 0 O
FND. BRASS OISK IN ROUND CM � ip PROPERN LJNE � U V)
'PALM BEACH COUNTY CEODEiIC SURVEY' 5' C�F CORNER p �„ 5' C�F k U Q Q
g CCR �'053162 AND �016054 9.78' S., OF 5' CLF CORNER 1•O5� �2� CBS WALL w W ��
PROPERtt LINE 0]
� �° 0.52' N., 1.37' W. 2.2t' w
� `O a ° ABBREVIATIONS OF PROPERTY CORNER �� ��
�� SYM90L LEGEND �b N89'42'32"W J
� ° w AC AIR CONDITIONING '� ° FND. 4'x4' CM 1- Q F
- I Z BLDG. BUILDING x 11,47 FIELD LACAIED PDINT FND. 4'K4' CM �S.00� � WITH ALUMINUM OISC � d
CBS CONCRETE BLOCK STRUC7IJRE µ'�TH ELEVA'TION WITH ALUNINUN DISC "PRM PSN 2439' J � Q
CCR CERTIFIED CORNER RECORD SIGN �PRN PSIA 2439' Z I Q�
CLF CHP1N LINK FENCE �
, �°,� CIA CONCRETE NONUNENi � EAST LINE OF THE � V1
_ � o CONC. CONCRETE 0 NNL BOX NW. Y� OF THE NW. y� Z W �
(D) PER DEED �F SECiION 30-40-43
' o � FlJD. FOUND f� WATER SPICO7 �
z N (M) FIELD 55 �� O
�I WATER VALVE
= o NO. NIIMBER O WATER MEfER � L+1 �
- v�i�e OHU OVERHEAD UTILItt L1NES � ELECTRIC NETER � Z �"�
P.L.S. PROFESSIONPL LPND SURVEYOR �
Y � P'PV NPCARSE NW. Y Y O Q
�• POiNi OF SECTIDN 30-40-43� p
v souTn uNe r
- GOVERNMENi LOi 1 �
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' N.E. CORNER SECTION 3fi-4�-42
- 6RAS9 DSK IN ROUND CM N. 1�4 CORNER SECTION 31-4D-43
' �PALA1 BEACH COUNTY GEODETIC SURVEI^ FND. BRASS DISK IN ROIIND CAA
� CCR gD5J1B5 AND �01fi075 soun-i LNE OF SWY4 589'25�40�W �'PALM BEACH COUNTY GEO�ETIC SUftVEY SHEET NO. 2
Z62� a�� CCR q053429 ANO /0�15739
OF SECTI� 3�-40_43 _ _ _ _ - - - - - - -
OF 2 3HEET8
PROJECT NO.
- 14-61
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- Ex.Conc.Apron "" "'" ` � "" --
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; Site Data ,�
- - - - - - unt� - L�n� - I�oae� - - � - � - - - - ---
Existing Land Vse Meaium Density Residential •,'
� StahiLudy�ass
d����,�»y Existing Zoning R-2; Multiple Fdmily Dwelling District
---------------------- ------------------- --�---------- - Hollowa
------- ------------ ---------------------------
------ � Totd Site Ared 1 54 ac bb 94� s
e __________.,� , ___ ___ ---- , - . G ntile Glas
p„ Allowahle Densify 18 Vnits; CL' d�u./ac)
re , , o � � _ �'-�--__, Existing Entry Provided Density 16 Vnits (10.40d�u./dcJ y
��i<.�aik� � waik b'Conc Walk _ �_ ti _ f_,__ _�-_ _.-_ Max. Builc�ing Height 2 Stories, not to exceea 50' Q Mahoney
,
�-..—�...—�-.—.�-.—�-� a-r—.- �n � _ — — — _ -__' _' ________'___ &ASS���ati�s li�i.
—�---�--- `"-°'- - b'Concwalk ��I r ----___, Proposec�Bldg.Height 28
..., •- - ' . ` ..
,. � �
� -� a � i land.tc.,�u �1.�hi����.
o�oa rst3m�daPhai� � i � scoPSy�� � `sie�ilk _ __________ Bovera �3 75IIsf ri.�„�.,�,a
I r _� Lot g t
�„ i / S IdingA , ��,.�ry„�„��aico�,�i�.��,
se�,c��dz �- zz� - !/ "?� � �%"�� 6uil�ing B 7,511 s.f.
- - - - - - `°vi`�. ��v� Fi, .! Y'ir�iw+`� caM �' �}-� �I-�i - - - - Building C 7b_� s.f
I ' � / � i,, 1en7 c.o��„��.� t.,���
I V ��` ., �... Y �,� /..•� � i��� sa� z�g6t �! � Pool House 360 s f y ����
F i � �� 1 ��- E t y i a gl f , Totdl Lot Coverdge 2�,005 5 F, 34.4 o C37 � MaxJ � E n naa a�asx
. 5 v I I��� S9 � ,•�_ .� g �� i
ry
�i t� �;d c m t:�,:�:�:��_i y .y��� i'! ,, . � �� ha �.g �{�ii Ldn scapod Open Spaco Require 20,085 S.F , 50 e M S o� Ss sz 57��
�� if�rm..��n�rnn ~•
.. __ , - � I'� i � - (' ' � Y� _� � ; L a n d s c a p e d O p e n S p a c e P r o v i d e d � 2, 4 4 7 S F C 5 3 5>) �,._ �,<.«��
�' - � � ' �' -� � � � � 4 U �pervious Area Data
No va�k y i �I ; ; � ^.,_,%' Building A 6,951 s.f
� . Typ A C Vn:t
� sy� I ''� � �, i ;� Bailding B 6,)SI s.f. �
BIdg.Setback Line — _ , � � i �
o�.�a�s I I��. i i I �� ..�.e� a<r —e.. 6'CBS Wall Builaing C 6,939 s.f.
i _, � Pool House O6 s.f. a
� l
, �: "'-. � �� �.'` �.; ' �� , Parking & DNve Isle 9,945 s.f. � \
---- - �
� � I � - ------- r„
� � � I �„ � Drivewdys, Wdlks & Pdtios 10,698 s f.
b'� onc. wall �ryp A.c voit I ?-, i
� Pool & Deck �,805 s.f.
i °MX� Totdl Impervioiu 44,495 5 F. (66.5 ;)
�� O ��� j ' f � ! i���, Pdrking Requvea �_' Spaces ('_/unit)
� i '� -�
- � r u�,, � o Pd�'king Provic�ed �_ Garage Spdces (_'/unit)
s --- --------- - -- u�i. � I
i ; I �'�. 2 Pool Spaces
C ress Mdnor o O O - , r O ■,
yp � �4 Spaces
�
Zoning: RH Resic�entidl High � � � ,,,�,m Han dicap Par king Requiie d I Space
LV: HR-12; Hi h Resi entidl Esr FF 'F.� !-' `' esr FF=zb.o � Han d�cap 7ar king Provi de d 1 5pace
g d � ---- '� r :... � •. C Casa del Sol ,
� _____ ______ � ��—'- ��„ � Flood Zone Designation 'C per FEMA Pdnal L019_01068 �
o � 1 l --- u
g r Ac u��ti � F l ' ; � Zoning: R-2; MF District '
� �� �+ ' I LV: MD; Medium Densit �
� i O iW Ac Vnit� Y
1721' lN.lxz 1.._ �i / ~
� �
— , . , �'
� , ,
I �
Ea 3'CBSt^lall � ' ' �
�� . , i _____ __________________ �
_ __ I I C�-
^ i � � � Building Setback Data �
�
.��i i u,.ia lIQ;I k i ���i �� u�A�es is'r � � � vo�d V�
�
Ex. 5' �hainlink Fen« � 1 i � ��� ✓� � - � Front (noith) '_5' _'S' �
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. —. -Y — -� _ -� 1uu,. . ' _ _ _ _`. — . — _ - — — I — �+ '�-_ _ '__ � . �I�OTAL GREEN SNACE 22,432 S.F. 33.50 0
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ow �+'<� I �� @. BVILDING FOVNDATION VLANTING (fl37 LF.) 418 TREES & SHRVBS 991 TREES & SHRUBS
�' R+ w �' �--- � � we PARKING TkEES REQVIRED 2 TREES 3 TREES ,
�SOD a �� � eM ` "' en RFQVIRFD PERIMFTFR LANDSCAPIVG 481 TREES & SHRVBS 736 TREES & SHRVBS �
b �,! cen � (SFE TARLE RFLOW) SI.i 7xte5 63.7 77teEs
' �� v � µ � 5 �i t� SHRVFS 677 SHRU65
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o TOTAL VALMS PERMITTED (50 � OF REQ TREES) 78.6 TREES ?2.7 TREES
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o �� ` mi � SOI/TH PROPERN LINF 306.86 LF. "�
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Plant List Speci�cations - Exterior Plants
1.4'. QUALITVASSURANCE', 3_2: PLANTINGTREES�.
TREES R PALMS SOII ANAIYSIS SHALL BE CONDUCTED BY THE LANDCAPE CONTACTOR PRIOR TO APPLICATION OF ANY LAVOUT PlANTS ACCOR�ING TO LANDSCAPE PLANS. IF A CONFLICT ARISES AS TO THE LOCATION. / ���
� hl NE Q l� nDO CI-RI5T0� PM ME H WIDTH CA�� E 9PAC^SNG REM U RN SNGLETRUNK pUALIFIED SOIL TESTING LABORATORy ACKFILL MIXTURES. THE LANDSCAPE CONTACTOR SHALL USE A SPACING OR OTHER CONFLICT. CONTACT THE LPNDSCAPE ARCHITECT IMMEDIATELV. .��
�AIM4 2 PDONDWAERRILLII CFAISThYSPPIAI 1612'OA DOI.BLE AS FG.FULL,OOI,BLETRUNKREh/J�ESEEOPODS EXCAVATEPIT T07YVOANOONE-HALF�21/2)TIMESTHEDIAMETEROFTREEBALLANDNOTLESSTHAN6"
� V BG 2 90UG4NnLLEA'H>RBPRAKPAST' 90LC.NlJriLLEASTMDPR� &T 34' - AS. FIIL, STPfDPRD 3' C T. THE kESULT OF THE SOIL TES�S SHALL BE SUBMITTED TO THE OWNE0. AND lANDSCAFE ARCHRER F02 REVIEIV �EEPER. COlAPACT A LAVER OF BACKFILL M17IXTURE IN PIT TO LOCATE COLLAR OF PLANT PROPERLY IN A
�1.78N 8&ShNRCH'ANOBILIS'SIL�ERSELECT' BISAYRCKPP11,7 17G.W. � 2a'A7N. AS. FlALBTHICK.SPECII.EN.1.54TCiE01EIGHfS PRIORTOTMEAPPILCATIONOFSA70PIATERIALS.AUlUSfMENTSTOTHESOILAMENDENTSMAYBEMADEUGON SLIGHTLYDISHEDFINISHGRADE.BACKFILLAROUNDBALLWITMBACKFILLMIXTURE,COMPACTEDTO
•V&S 11 BL'RSERAS.\YRI,BA GLh90LI.L90 18' e' 2.5" A5. SCT.AINFU.LSFECA£N.C1WtP.CTFR CONSULTAIONW[THTHEOWNE0.ANDTHELANDSCAPEARCNRER. ELIMINATEVOIDSANDAIRPOCKETS.WATERINGTHOROUGHLVASLAYERSAREPLACED.BUILD3'HIGH Gentile Glas
' V CE1 25 CONOCPRPUS EftECTliS'SER:CEU5 SII�ER 6UITCNWOOD 17 5' 2.5" AS. C-SC T. h1N FI:LL SNGLE�TRIAJf( SPEG�h£N BERM OF SOII BEYOND EDGE OF E%CAVATION. APPLV FERTILIZEft AS SPEqFIED AND THEN MULCH W1TH
�VCN 20 COCOSNJCIFERA'ANWAY CCCONlRPt11.7 6�18'CT. - � AS Fl.�LBTHICR.STAGGEREOHfS i_5: DELNERY,STORAGEANDHANDLING: THETYPEANDTHICKNESSSPECIFIEDONPLANTLIST.
•VCO e CORDL4SEBESTE'M ORPNGEGEIGERTREE 1Z 0' P' AS Fl.lLBTHICK HOIIOWC�y
-!.1 DA 10 CICTVOSPERl.HPLBU!.1 HI,qRICPNE PPLA1 10.17 CT - SINGLE AS FLLL. SIW'LE TRUN( PRUNING OF TREES SHALL 6[ DONE ON SITE AFTER PL4NTING FOR DAMAGED LIMBS OR AS DIRECTED TO GUY AND STAKE TREES, LE55 THAN 3.5" IN CALIPER, IN FOUR DIRECTION5IMTH "ARBORBRACE' NYLON I
�l.1LL 6 LiGUSTRUl.1LUCI�I.l.7 TREEIIGUSTRUN B' 6' I.ULTI A5. FIAL&THIGK,�.VLITTRUN(.36C.T.FLF0.YCY IMPROVEOVERALLPLANTAPPEARANCE. DONOTREMOVEMORETHANIS%OFBRANCHES. PRUNING 7REEGUVINGKITWITHHARDENEDNVLONANCHORAND3/4"BOOLB.POLVPROPUVN/EBBING. MODEL O Mahoney
'AIRE 4 ROVSTOPFAEIATA ROYPLPPLI.1 18'GW. - 30"AIN A5. HEAW�MKGREENHEPO,I,WTCHEDSFECI!.EN,FRONDSTIPPED METHODSSHALLFOLLOWSTANDARDHORTICULTURALPRACTICESUSINGAPPROPRIATETOOLS. LOPPING, (qTG-R)ORAPPROVEDE�UAL STAKETREESIMMEDIATELYAFTERPLANTING. FORMULTI-TRUNKPLANT R Associa�es, Inc.
' IA SP 1a SPBPL PPL�ETTO SPHPL PPLlA 1� ee' C T. - � A5. STRAGM, h1XE0 MEIGFRS. HURRICP7JE CU�, SL1CK TRU4K5 SHEARING OR TOPPING OF PLANT MATERIAL IMLI BE GROVNDS FOR REJECTION. DAMAGED. SCARRED, MATERIAL, ATTACH GUYS TO FOUR (4) LARGEST LIMBS. CARE MUST BE TAKEN N0T TO MAKE GUYS TOO L.andscape �1�cl�itccl�
• V SPI 14 SPBPLPPIAEITO S/�L PALRI 12-28' GT � - AS. CUR�ED. MXED NEIGFRS. NlX2RICPIJE CLJ�. SLICKTRUM(S FRAYED. SPLIT OR SKINNED BRANGHES. LIMBS OR ROOTS TO BE PRUNED BACK TO LIVE WOOD. THE T�6HT. FOR TREES 3.5" IN CALIPER AND OVER, TREES MUST BE STAKED WITH WOOD 2X4 A7ETHOD. Pl.nncrs �nd
• V SP2 1d S�BPLPFLAETfO CFLViACTER SABALPf1A7 �"e8' C?. - - AS COLLECTED SPECIR£N CENTRAL LEADER OR BUD SHALL BE LEFT INTACT UNLESS SEVERELY DAMAGED. FOLIOW PALM STAKING DETAIL FOR REQUIREMENTS. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT
Gn.��.aMUnul C.,nsul�:�nt.
PRUNE SHRU9S TO REMOVE DAMAGED BRANCHES. IMPROVE NATURAL SHAPE, THIN OUT STRUC7URE AND TO ELIMINATE GUYING OR STAKING. THE OWNER SHALL RECEIVE A CREDIT OR DEBIT FOR THE UNIT PRICE
SHRUBS & GROUNDCOVERS REMOVE NOT MORE THAN 15%OF BRANCHES. OF THE GUYWG OR STAKING. THE LANDSCAPE CONTRACTOR SHPLL RElAOVE BRAqNG IN ONE YEAR.
HEY QTY. BOTANICALNNAIE COMMON NAME HEIGHT WID7H (3AL SPACING REMARKS 3_2' PLANTING SHRUBS:
-MPPF 1P2 AGPPAVTHISAFRICPNVS'BLUEHEA4EN LILVOFTHENLE 1T' iT p1 18' FULLBTHICKTOH4SE i_6'. WARRANTY'. 1907Conuneccel,.ine
� V PBL 728 PECFhEA BL0.YCFETWN ORPNGE BROhELFD 24" � � 7B' FlALB THICKTO fltSE. AKLTiRE PUFS WARRANT AlL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR FftOM THE DATE OF FINAL ACCEPTANCE EXCAVATE PITS OR TRENCH TWO (2) TIMES DIAMETER OF BALLS OR CONTAINERS, AND 3" DEEPER THAN Sune l0i
� A7 Plh1 10 PLChVfAREA�:hPERW1S 'hPFRN1 BRG\1ELVD 30" 3J' C7 AS. FI.IL AGAINST DEATH AND UNHEALTHY CONDITION, EXCEPT AS MAY RESULT FROM NEGLECT BY OWNER, REQUIRED FOR POSITIONINGAT PROPER HEIGHT. COMPACTA L4YER OF BACKFILL IAIXTURE IN BOTTOM I�p��e�, Fl��d+ }}�>K
-V PLG 29 PLCAMPREAO�ORATA GNNfS'�.Lb£ft&ROAELWD 90' 30' q7 AS. FU.LSPECIAEN DAl.1AGEBYOTHERSANDUNUSUALPHENOMENABEYONDCONTRACTOR'SCONTftOL. REPLACEMENTS BEFOREPLACIN6PLANTS. CONTAINERGROWNI.IATERIALSSHALLBEPLANTEDlMTH48NOURSAFTER iGl-5]5-955]
- R7 MN 2�£ PMIWLS SPP h\N.1PLS INSEASON 48' - k1 17 COORD:N4TE W.ONT£R SHALL BE MAOE YNTH COMPATIBLE SIZE AND �UALITV OF MATERIAL AT A TIME REOUESTED OR DELIVERY TO SITE. PLACE PLANT IN PIT AND BACKFILL AROUND PLANTS 1MTH BACKFILL MIXTURE. 561-i� i-i_'6U f: �
•V CAC 199 CPPPMISCYNOPFLYLOPHORA JA.4ICACPPER 23' 18' t3 AS. FULLTOBASE ACCEPTABLEBVTHEONMERORLANDSCAPEARCHITECT. PLANTlAATERIALREJECTEDDURINGTHE COMPACTEDTOELUdINATEVOIDSANDAIRPOCKETS. WATERTHOROUGHLVASLAVERSAREPLACED. uw3pJio.com
-!A CBlA 12 CORDYl1NE FRU�ICOS4'BLMK!,Yfi Bt7CK t�WGIC TI PVNf 4' 3' p3 AS. F1ALT0 BA.�E.S STEhIS PER POT COURSE OF CONSTRUCTION SHALL BE REMOVED IMTHIN FIVE (5) WORKING DAVS AND REPLACED BEFORE FORIA A 3" HIGH BERM OF SOIL BEVOND THE EDGES OF EXCAVATION. APPLV FERTILIZER AS SPECIFIED
• V CHH 2i8 CHRVSOBPIA\US ICRCO'FqR�ZOMP1' HORIZOMPL COCOPIU'.t 1P 12' +t3 24' FU L8 THICKTO BASE THE FINAL INSPECTION FOR COMPLETION W1LL BE SCMEDULED. WARRANTY ON REPLACEMENT PlANTS AND TMEN MULCM W1TM TME TVPE AND THICKNESS SPECIFIED ON PLANT LIST.
•VCHR 5E8CHRYSOBPLA\USICACOREDTP' REDTPCOCOPLIf.I 38' 2C' C7 A5. FULLBTHICKT064SE SHALLBEIVEARFROl.7THEDATEOFFINAI.ACCEPTANCEOFTMEREPLACEMENTS.ANVDPMAGE
� V CLG 46 CLUSlAGU111FERA Sl.NLL LEPF CLUSA 4' 3' Q AS. FlALBTHICK TOLANDSCAPE. SODDED OR SEEDED AREAS DURING REPLACEh1ENT OF PLANT MATERIAL SHALL BE 3.4: PLANTING GROUNDCOVERS:
• V CLN 15p CLUS'H ROSEA'WfLY `.TlNTL'RE FRCHPPPLE 1B' 18' aJ 24' FLllB THICK CORRECTED BV THE LANDSCAPE CONTRACTOR. LOOSEN SUBGRADE TO �EPTH OF 4" IN AREAS WHERE TOPSOIL HAS BEEN STRIPPED, AND SPREAD �
�IACRI 3 CRINl.f.7MY'USTI,iA'�L'EENE1,�11' �UEENEl.f.tlCRIlAl1.7 4' OA M75 AS Fl,�LBTHICK,51�JGlETqUvK,NOWPS BACKFILLlAIXTURE.
-VCRO 58 cooNEUMVAR'EGATL61'PETF2A' PEfRACFOTON 3J' 3]' #7 30' FUlLBTHICKTOBASE 1.7. PAAINTENANCESERVICE. • \
� V FR1 580 FICl6 AICROCPRPA'GREEN�SIN:�' GREEN ISLNJDF:CUS 14" i4' A3 24' Fl,lLBTHICNT0645E MAINTENANCE AND GENERAI CLEAN UP SHALL BE PERFORMED DAILY. MAINTENANCE SHALL INCLUDE BUT SPACE PLANTS AS OTHERVVISE INDICATED. DI6 HOLES LARGE ENOUGH TO ALLOW FOft SPREADING OF ��j
. V.IUC 260 JWFER�SCO��FERTA'COl.P/CTA' 04YARF SNORE JLINFER 8" 1d' - 2E' FIAL N0T BE LIMITED TO WATERWG, VvEEDING, CULTNATING. RESTORATION OF GRADE, REMOVAL OF LITTER, RO0T5. COMPACT BACKFILL TO ELIMINATE VOIDS. AND LEAVE GRADE SLIGHTLY OISHED AT EACH PLANT.
�VJUS ie,;IRJFERUSCM�ENS15'SPARTPN SPA4T.YYCH��SEJ�YJPER SB 3' � A5. FU.LTOBPSE.5'SINGLETflUNKR7N. MOVVING,PRUNING,RESETTIIJGSETTLEDPLANTS,REAI0VIN6.REPAIRINGORREPLACINGSTAKESAND WATERTHOROUGHLV.APPLVFERTILIZERASSPECIFIEDANDTNENh7ULCHVNTHTHETVPEAND �
' V hf/F 52 AhRC�WTHES FRAGRPNS SP.PSONS STOPPER 24" 24' tq AS. FULLTO BASE GUYS. PROTECTION FROM INSECTS AND DISEASES, FERTILIZATION AND SIMILAR OPERATIONS AS NEEDED TNICKNESS SPECIFIED ON PLANT LIST, LIFTING PLANT FOLIAGE ABOVE MULCH. MULCH SHALL BE SPREAD
� V SCT 63 SCFEFFLEftAPF2BORICOLA'TRIPETTE' `e?R'�GATEDM1A60RICOLA 24" 1B' p3 24"O.C. FIA.LTO BASE TO ENSURE NORMAL GROVY�H AND HEALTHV PIANT A7ATERIAL. MAINTENANCE SHALL BEGIN AFTER EACH BEFORE PLANTING PLANTS IN POTS LESS THAN 7 GALLON SIZE (4", LINERS, ETC.).
' V SPB 108 SPPF2TI�Li 8:J(ERI ..?1JD CORDG9ASS 24" 78' a3 30' FULLCLI.hP PLANT IS PIP,NTEO AND SHALL CONTINUE FOR NINETV (90) DAVS FROlA THE DATE OF FINAL ACCEPTANCE. r
' INDICATES NATIVE PLANT MATERIAL 1_8: QUANTITIES. LOCATION AND �UBSTITU710NS: S�eCI110ELt10IIS - L`cLW1ZS 'cL11d Gl"cLSSeS
V INDICATES VERY DROUGHT TOLERANT THE �UAHTITIES OF PIANTl.1ATERIALS SHONM ON PLANS SHALL TAKE PftECEDENCE OVER THE PLANT 2.��, pRODUCTS'.
M INDICATES MO�ERATE DROUGHT TOLERANCE �UANTITIES ON THE PLANT LIST. THE LANOSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST THE SOD SHALL IAEET AMERICAN SOD PRODUCES ASSOCIATION STANDAROS FOR NURSERV GROWN SOD FOR
ALL CABBAGE PAIMS SHALL BE 10'-24' C.T. UNLESS OTHERWISE INDICATED ON PLAN. STAGGER NU1.IBER AND LOCATIONS OF THE DESIGNATED TVPES AND SPECIES OF PLANTS TO BE USED AT ANV OF 7HICKNESS OF CUT. PAD SIZE, STRENGTH OF SECTIONS, MOISTURE CONTENT AND THATCH. SOD SHALI 8E
HEIGHTS WITHIN GROUPS THE LOCATIONS SHOVVTI. THE OWtlER SHAI.L RECEIVE H CREDIT OR DEBIT FOR THE UNIT PRICE OF TME GUARANTEED TO BE UNIFORI.7 IN COLOR, LEAF TE%TURE. AN� SHOOT DENSITV AND FREE OF WEEDS,
PLANT MATERIAL NO SUBSTITUTION OF PLANT MATERIAL TVPES, SPEGFICATIONS OR SIZES WILL BE DISEASE. FUNGUS, MSECTS OR OTHER IR7PERFECTIONS AND SUFFICIENTLV KNITTED TO SUSTAIN GRONRH.
PERMITTED IMTHOUTKRITTEN AUTHORIZATION FROM THE LANDSCAPE ARCHITECT. TME OWNER AND/OR
L4NDSCAPE ARCHITECT RESEftVES THE RIGHT TO NOT ACCEPT PLANT MATEftIAL THAT DOES NOT. IN THE SOD SMALL BE MOWED FOR FINAL ACCEPTANCE.
OPINION OF THE OWNER ANDIOR LANDSCAPE ARCHITECT. MEET THE SPECIFICATIONS HEREIN. 2_3: FERTILIZER' �
Pc�ini,�fwin<AISPf,ili�l�.u'nu�.r: 2_1. PLANT MATERIAL�. FERTILIZE TURF AREAS WITH TVPE 1 FERTILIZER, COMPLVWG W1TH THE STATE FERTILIZER LAWS. THE �
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2_2�. FERTILIZER SHALL BE CHEMICALLV DESIGNATED VNTH 12-8-8. PROVIDE AT LEAST 50°b OF THE
nnrv xn,in'cii[s i+r ��? IUT,u..uns� ncr. ' PROVIDE SIZES AND SPEGFICATIONS OF PL4NTS AS SHONTJ ON PLANS OR LISTED ON PLANT LIST. ALL �
unl'uftn�.l'<�R�I n'c�Piti'N��:usi�n�.I.u1�: 2_3'. PHOSPHORICACIDFROMNORMALSUPERPHOSPHATEORANE�UIVALENTSOURCEPROVIDWGAMINIMUM
TREES, PALMS, SHftU85, GROUND COVERSAND OTHER PLANTS SHALL CONFORM TO THE STANDARD OF pF TWO UNITS OF SULFUR. THE AMOUNTS OF SULFUR AND AlL OTHER CHEMICAL SHALL BE INDICATED ON O
Details ! I ' � hi FT�� IN I 11 II N:�nt Hnu, FLORIDA N0. 1 OR BETTER AS GIVEN IN THE IATEST EOITION OF GRADES AND STANDARDS FOR NURSERY �
I NI�. I-IA lfUOl'1 NI> II�::�R�:III'��<'� �. THEQUANTITATIVEANAlYSISCARDATTACHEDTOTHEUNOPENEDBAG. �r�
F �� � PLANTSBVFLORIDADEPARTMENTOGAGRICULTURE.PARTIANDII. PLANTlAATERIALSNALLAL50 F'-1
1 �/� i � u. n1 ����ivr,�ru�r.�.��yrec�F�eoov[n,�1.L'rm�:i�. CONFORMTOTHEAMERICANASSOCIATIONOFNURSERYMEN.INC.(ANSI)BULLETINZ60.1-1990ANDA5
nm� .xi-i .. � fl'� � � �� � � 3_i: LAWNPREPARA710N:
4 � 1'I � I...1 Illn '" . e _ % iil:l.lii 5`,IEisuREO ftEVISED.
' � - � LOOSEN SUBGRADE TO DEPTH OF 4" AND GRADE VNTH TOPSOIL PROVIDED ON SITE OR IMPORTED TO
.nr�rane cur eE su��. � T � i i � I�I I 1� L 1�1 u r � � � x' T T � SPECUAEN PLANTS SHALL BE FLORIDA FANCV OR BETTER AND SHALL CONFORM TO THE LITERATURE FINISM DESIGN ELEVATIONS. ROLL PREPARED LAWN SURFACE. WATER THOROUGHLY. BUT DO NOT
�.\ .�LN Tt � U�IT0.L I�c lill. k•\�IS�IULL\OT � -. ?�t/o W,�RR IIPI'.RI 1 �" � � �'
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/ u�TH. R x ..I L111 1.111'Ii;n STANDARDSLISTEOABOVE. CREATEMUDDYSOILCONDITION.
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�f� sl l'I: n N 1� ND I I E �' j" }- BRir1 1 �, � � py 2_4� TOP SOIL�. FERTILRE SOIL AT THE RATE OF APPROXIMATELV 10 LBS. PER 7000 S.F. SPREAD FERTILRER OVER THE � }�
u�,�xUS,�n�Il�ttTOTL.'>�o,�� � TOPSOILSHALLBEFRIqBLEfERTILESOILIMTHREPRESENTATNECHPRACTERISTICSOFAREASOILS.IT AREATORECEWE6RA55BVUSINGANAPPROVEDDISTRIBUTIONDEVICECALIBRATEDTODISTRIBUTETHE �
�_ t � r.i_P:wo f � � -� - .���� �. � SHOULD BE FREE OF HEAW CLAY. SILT, STONE. EXCESS LI1AE. SHELL ROCK, PLANT ROOTS. WEEDS, APPROPRIATE QUANTITV. DO NOT FERTILIZE WHEN W1ND VELOCITV EXCEED515 M.P.H. THOROUGHLV A71X
�. t� II. I� � 1111'R I/i. II� 11 I[ fl � ��° ie�es _ DEBRIS OR OTHER FOREIGN MATTER. IT SHALL NOT CONTAIN NOXIOUS PLANT GROW�H (SUCH AS FERTILIZER INTO THE TOP 2' OF TOPSOIL. �
Tf s -tl 1 4 �� ' I 1 1 1. .µ�.
� BERMUDA TORPEDO OR NUT GRASS . IT SHALL TEST BETVrEEN THE PN RANGE OF SD T0 7.0 UNLESS
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✓ i.�n�.nsorx r�_ir . . . `��, - v� i�.0 i� �u�in. 3.7 SODDING:
%ii . � - .� ryT �-� OTHERWISE SPECIFIEDAND CONTAIN NO TO%IC RESIDUE OR SUBSTANCES THAT WOULD ENDANGER PLANT - �
� a d s:� l:n'r�-�r,s n'r � GROIMH. IF TOPSOIL IS NOT AVAILABLE ON SITE. IT SHALL BE IMPORTED FROM LOCAL SOURCES VNTH SOD TVPE SPECIFIED ON PLANT LIST SHALI BE MACHINE STRIPPED NOT MORE THAN 24 HOURS PRIOR TO �
Ill.lcln NI I.. :u� � - SIlAILAR SOIL CHARACTERISTICS TO THAT FOUNDAT PROJECT SITE. OBTAIN TOPSOIL ONLY FROM ��ING.
��.Klt.Vll<R�i.:�RReoraU�ls `��'� � �� � ������ ���� ����'� �'�� ���� NATURALLY,WELL-DRAINEDSITESNMERETOPSOILOCCl1RSINADEPTHNOTIESSTHAN4".
� - � LAV SOD STRIPS Vv1TH TIGHT JOINTS, DO NOT OVERLAP. STAGGER STRIPS TOOFFSET JOINTS IN
I" � � � r�icon� � �� ����� � �� ��� 2_5'.INORGANICSOILAMENDMEN'f5: ADJACENTCOURSES.WORKSIFTEDSOILMIXINTOMINORCRACKSBETWEENPIECESOFSODAND
� nnrvi m ���� ������ ��� Ta�zc �. � rRwNn r .- un��ci Ni�v��+�ri�t REMOVE EXCESS SOIL DEPOSITS FROM17 SODDED AREAS. SO� ON SLOPES GREATER THAN 3:1 SHALL BE
cwirci ' ' ' SANDSHALL6ECLEAN.SALT-FREEANDCONTAININGNOEXTRANEOUSMATTER. STAKEDINPIACE. ROLLORTAMPLIGHTLVANDWATERTHOROUGHLYIMTHAFINESPRAVIMMEDIATELY
� {� � ' - AFTER PLANTING.
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r i ri<a �rn' - IHIN - � - I 11�;:THi�= SOIL CONDITIONER SHALL HE AXIS "REGULAR" CALCINATED DIATOMACEOUS EARTH. MFG. BV EP
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yl � r.y�, �,�� � TI� -' - LAN�SCAPE CERTIFICATION: THE LANDSCAPE ARCHITECT SHALL PROVIDE FINAL CERTIFICATION TO THE �
���.���,�� �C = �£Z' �i� i e_ uu��.r�w. I�- -- � . rt�w���t;st' t n<ri�xi.i OPALINESILICA(Si02) 90% OWNERANDMUNICIPALITYTHATPLANTSAREINSTALLEDPERTHEDESIGNPLAN.DETAILSAND
�� I- I SPECIFICATIONS. ANV CHANGES TO TME PLAN NALL NEED TO HAVE THE LANDSCAPE ARCHITECT
� � 1�:1R111R1�CIUR�%��\II�:R POROSITY 82%
� � � R ,� _ � � n�r, nw�4�UNU��P �T�I I I � = APPROVAlPRIORTOINSTALLATION. CONFORlAITVTOFLORIDAGRADEMIINTHEROOTBAlLREOUIRES
��` r� . I �IIA' �I 91IIC.1'NI1Y t,r�u,an�r�IJ: ABSORPTION(ASTMF-�726) 114% THELANDSCAPEARCHITECTTOINSPECTTREESPRIORTOINSTALLATIONATTHESITE.ITISTHE
,II � /. '��II iiri siu�s ezsnw����n=. PORESIZE 0.1-1.OMICRON
Ey.{ I �fl ul�r��RIE nIn�IL1CRn1'TIIISPI.�NI'i�l.l. RESPONSIBILITVOFTHEOWNER/GENERALCONTRACTOR/LANDSCAPECONTRACTORFORORGANIZING
��i n ��r F[ � I II fiI �il�Tl IIHII �II NL!'ll'IYPI NI 1'111.1. I� n' PH 7 WSPECTIONS OF PLANT MATERIAL PRIOR TO INSTALLATION. �� ,�� �. I)I.I2/�I51.
�II R I R IImI�F�I�IF,� rcuii n.�xn i CEC 27 D I�I.R/1151.
qULQIA�dI .'I llil "h01 �w�; Tree Planting Detail N.T.s.
, . 2_6: ORGANICSOILAMENDMENTS'. 1�� u��cd�. V�%V/\fIH/I:\I()
- �� ��:�,;�� �� \ Tree Planting 1"To 3.5" Cal. CTCI1CPcl1 NOtCS: p ��- 0?/11/=015
PEAT HUMUS SHALL BE DECOMPOSED PEAT NATH NO IDENTIFIABLE FIBERS OR IF AVAILABLE. MUCK MAY BE
�+.�� �•'�`I�.� p �, � � SUBSTITUTEDAND SHALL BE FREE FROM STONES, EXCESSIVE PLANT ROOTS. DEBRIS OR OTHER FOREIGN SOD TO BE 5T. AUGUSTME lub nu. �+���=
Palm Plantin Detail N.T.s. � <�
D � - �� - M� X� MATTER. MUCK SHALL NOT BE OVERLY SATURATED Vv1TH WATER. 2ev�s��ns: Oi.03.y015
T[c¢PI2lltin .� � '� ALLPLANTINGAREASSHALLRECEIVE100%COVERAGEFR01.1AfULLYAUTO!.1ATICIRRIGFTIONSVSTEAI U1.09.'Ol5
.., . y ' 11 U IiH - i .. Fe. -. .;��. 2.�'. FERTILIZATION: E�UIPPEDWITHARAINSENSOR.
ilil'
'� II� - � '/� PROVIDE FERTILIZER UNIFORM IN COlAPOSITION, �RV, AND IN A FREE FLOVNNG CONDITION FOR ALL CONSTRUCTION DEBRIS 8 HARDPAN TO BE REMOVED FROM PLANTINC+BEDS TO A DEPTH OF 30'
11�-' I I.I_�II - / .1 rY 9IIPt APPLICATIONBVSUITABLEEUUIPMENT,AN�DELIVERINUNOPENEDBAGSORCONTAINERS.EACHFULLV
a 51[�F l\11. II I ��. II I II- - � I - 1 FTIII F .UIFLNENtSi�l' ItIF, �qBELED.
/ O � .uicir.uin' UTILITES:
151 )R I� � I ��I I TE �
{ q�p�V4� 1 n!.11. I� Ir�� ll�l II I 4 - FERTILI2E TREES, SHRUBS AND GROUND COVERS Vv1TH "MILORGANITE" OR AN APPROVED COlAPLETE C,�pp
R' � - ABOVE AND BELOW GROUND UTILITIES SHALL BE VERIFIED AND LOCATED 8Y THE LANOSCAPE f.sd n�.
� : �: �. �. � : �
,� �� ;,:- t�. .. . a�i���eveceFt .
�o�Ln.�CKnu. - � FERTILIZER. APPLV"MILORGANITE" IN A CIRCLEAROUND THE PLANT BEFORE MULCHING. DO NOT TOUCH CONTRACTOR PRIOR TO COMMENCING WORK IN THE PROJECT AREA, IF UTILITY PLANS ARE AVAILABLE,
ra�.i-:rrtT'r.�, �.u.� �"�'` i T�Lwxr.oen�ce�wnoFOn .' nrr.or THEPLANTWITHTHEFERTILIZER. WATERINFERTILIZERAFTERIAULCHING. APPLYMIIORGANITE" THECONTRACTORSHALLEXAAIINETHEI.7ANDBRINGANVANDALLCONFLICTSTOTNEATTENTIONOFTHE
lln.aw9NVI.ROOrn.�xwenm��n'oTRei,si:U FERTILIZERATTHEFOLLOIMNGRATE: �.
, R ,� �, �, �.�� x�� I�ta.LhlHl� tRt OWNER AND/OR LANDSCAPE ARCHITECT. WHEN WORKING IN AN AREA WHERE KNOWN UTILITIES EXIST,
'� s(�II.. 5.00 LBS. OR 14.5 CUPS I PALMS
' �nvrai i P��a u.i'� 1 T U�ilo� IR �.:n��fti:s .. �' UTILITV LOCATIONS MAY NEED TO BE STAKED BV A SURVEVOR OR THE UTI4TV COMPANIES. THE
c+ 3.00 LBS. OR 8.70 CIIPS 112-16' MATERIAL CONTRACTOR HAS THE OPTION TO CONTACT 811T0 SCHEDULE LOCATION OF THE UTILITIES NMICH
; Tree Root Barrier Section �.T.s. Tree Root Barrier Plan N.T.S. 2�LBS.OR5.e0CUPS/8-12-MATERIAL SUBSCRIBETOTHEIRSERVICE.
0.69 LBS OR 2.00 W PS / 6A' MATERIAL
\\ \1 �� 0.79LBSORI/2CUP/3GALMATERIAL
� �� 0.10 LBS. OR 7/4 CUP / 7 GAL MATERIAL
.. � a u .. �n�s x u�.b u _ . ��� f .� 2_8' MULCHES:
M n nsi � �EiaunE� . . ,,... i�,:; .
111]iA11'I��AWnI �n.� ys u �ulA:l111PL.wn�HU Tx�irvlsTU ma �� � MULCHTOBEAPPLIEDTOALLPLANTWGBED5,3"THICKMIN.
_ $� oivLa�[ xc��lc.. T Rio.���o ' . ,�.c.i� - 1/ �� "�` PINESTRAWl.',ULCH SHALLBEAPP�IEDONLYTOTHOSEAREASASINDICATEDONTHEPLAN.APPLV6'FLUFFED,
tl'. �� I 1 - - L Q - '� d : � Ru�A�P i «'���'�� ��� '/ / �\ \ / 23'THICKAFTERCOAIPACTIIXJ
� � _ I N W ir ot L F +� � 'A i.l - - IJ : � - -
�-.��� 1D --�`-�.� a d ` \� 2.10:PLANTINGSOILMIX:
� ) t�RI111U � R�v.\IER IRI.1lIlR NK11P.1 111 �
m � i� irv i'Nii x i' � n� \� BACKFILL MIXTURE: 1/2 PARENT SOIL, 1/2 MIXTURE (1/3 SAND, 1/3 TOPSOIL. 1/3 PEAT HUMUS). // �� LCCW0
� � � ih 1:1lI lh NKI i.t �� '/ � /� � Shi.x�ITi�li�:
3'\ ,� `� / '� �' Y n`�i`.ani�� N i � � �rtii n�rei ���-� � J �� 3_1. PLANTING BED ESTABLISHMENT' i i
9 ��� �h�'�� �� � � ;`� � � ""' - ��� PREPARATION�. PRIOR TO THF. INSTALLATION Of PLANTS, THE SITE SHALL BE FREE OF VJEEDS, GRASS. \l I I LaIlC�SCdIJ2
➢ I II : � li��lll� II �
III II '��� -� � f��. ��'-� .� J �+��-- <ni.> 7G� SOD,DEBRIS.ROCKSOROTHERMATERIALMAKINGTHESITEUNPL4NTABLE.FORFINALACCEPTANCEALL I r -L
' �III II ��_�� .. *, � PLANTED PREAS SHALL BE WLED FREE. \ �) .-. S eClllCtltlOT1S
� �,�,,m�n,��i�T m m z .: � ��_ o P
�� �" +� � �.'I I/i ' 11'R Rll lf L' FINISH GRADING�. THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE INSTALLATION AND GRADING ��r a
� i t t'� � f.Elt' T m l � I I11 III II � �� .�. i OF TOPSOIL, IF NECESSARY. NATH THE GENERAL CONTRACTOR, TO INSURE THE SITE IS AT FINISH GRADE I L\ ���
I- III III II I�I III III II PRIORTOINSTPLLINGPLANTS. �\\�
R� .II R Ifl I c�t r
a � � ' �� >s� RI'.NDI.. -hT 'IHF.
F I��fs(�II. i] fi-. \ H 1�1 i>^D c,FtJI1N1 . I�.:\ V��FIf 11 t>P
�� Scale: No Scale
- ,,,K�,_„�,«°° ,,, �;;� iE��,:rP,« <,H,�.��k,���� u.::,���: ,..� KnowwhaYsbelOW.
� c i i i�,Hi:c Shm� N,�_
Shrub 8v Ground Cover Plantin� Detail r,.r.s. Typical Cabbage Palm Layout N.T.S. C 1II before you dig
- LP-2
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m. 000n sar. susr��voEO --- -
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� �H M.1. ME�PI1MEYqlD 10. Plt N1\'DO'1/5 AND DOORS SHALL BE CAULNEDPND KEA7NER A.C.I S'MMUAL OF SiM'DA2D PRAC7ICE FIX2 DEiA41NG
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iIN. FM'l4/ PIPM PIASIIC IAUIwIE EXCEEDS 8'. 32 ALL HEPDERS OVER D0075 MD W.��DO`fiS i0 8E 2 OR 3� P X l7RA\4N ISY CH
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WH.CH iHEY BELEVE TO AE E9UP1 OR BEiIER iHAN 17EMS 16. A1L IMERIOR LOAD BEARiNG PhRP.iIQ�LS i0 BE REf[RENCED UNOBSiRUCiE� COfliINWVS CELL. USES, 90 P91N HO i�ZO�41A1'.I�[AR MD:F+AL F'AVE A NODl1LU5 LEASi 21 INCHES CLFARlJvCE M fRONi OF A lAVA70RV i0 ANY WPLL, �
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REMS WHICH. NNEN SUBSiIiUfED. RE9UIflE PPPROVAL OF 7HE � 7, CQYCREiE SHALL CONFIX7M iOASRA C94-83. Pll CO�C2ElE 6ROUfED CEI1S AT FACH LFi OVER 4'-0 HGI1. CLFlNOUIS APPftOVED LUV_ER GRPD��\G P.GEi:CV. FI%N,ZE OR DODR. �F.B.C. P2705 (5)) �d
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ALl CONCREiE NASOt�RY WORK SHALL BE N ACCOROPNCE N1h1 GROUIi`1G. 34. SiRUCNRF� S7EEL SHALI CCf:FORl.1 IO iFE A.I.S,C p�� p�UMd�.NG FIMURES AND FIXRIRE FRPNGS S/Nit BF IN ACCq2DANCE �
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S $iRUC1UftA1 qi NONSTMIC7URA1 MEM8ER5 DUR��7G CON5fRUC1lON. 27. RF�'FO!iCI�G SiEEl5FV1L BE lPf?ED 30 &lR DW.'E7ER5 $iRUCNRPl StEEL FO:i BU L�'��GS' 1980 EDRiOiI MAIERVLLS
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SIPBS QY VMOR fl4RRIER- 3J4' REINf. COM1C; 48 FIXt RENF. MASQY2Y, %tOViDE COR\E:t 64pS FOLIOWS: �FNPES, PIAiES, M'CHOR BOL75 � A 367�81 A :%
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ROOM NUMBER 1 D�- DOOR NO. OR KEY NOTE - Y
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EXISTING 12" W.M. ---}.`l' / T / // 7 �� � ' __ _,���TO REMAIN) HLUC+E Blw.
(TO REAIAIN) �„�_,�_„��,,.—,,,�..—.w— . J� 'L —•• o, .. . ,� ° y'L. . �EXISTING CONCRETE & WOOG POLE (ttP.)
��!� " y � . I `�� 6 � (tbNTRACfOR TO COORDINATE WRH
_--- . ' • I MPROPRIATE IIi1LlilES PRIQR TO CONS1RUCTION)
_ _ _ _ ry � �'�'L` 589�42�32�E 225.2 p}-N - t 6 �' � i EXISTING CONCRETE POLE SECTION 30, TOWNSHIP 405., RANGE 43E.
_ � _ (TO REMAIN) _ _ LOCATION MAP
I ti� ,1 _f .. t {^ Nor ro scu.E
� � " � A �'LI N
EXISTING i-STORY BUILDING __�r�h� � o �� ry I
�APIETELY REG E OVED �-- ..� i . � I�I I
) I ■
EXISTING CLEANOUTS (2) � �� � y � j • �I I
(TO BE REM�VED) � I ti ry� ' ' �I I
I ' I 'Y`r r � I I
� � I�� e
�� t ��II I 20 10 0 20 �0
� � p"Y' �EXISTING 70" F.M. (TO REMAIN)
' tiry� �,0�' i � ' ��I a EXISTING 12" C.B.S. WALL (TO RESAAIN) SCALE W �EET
�.��.
EXIS7IN� 1-5TORY BUILDING 4 ,, i . I �� I
(tu BE OEMOLISHED 3 ry a� � � I� I
COMPLEIFLY REMOVED) I 9 � i � i EXISTING 1-STORY BVILDING �
CYPRESS MANOR I y 9 I � �I `6 BE DEMOLI5HEQ k CdAPLETELY REMOVm}
ZONING: PBC � "� `ti I ( EXISTING 15' U.E. 9
MULTI-FAAI�LY � "� ! ��j 'y ;� � � 61 " � � �9� IXfS71NG GRADE EIEVATION
n . O . L -'J+ � I k 9 ti `°� . .. .� /�� (TO 8E ABANDONW) i
( I 6- O I CASA DEL $AWCUT $ REMOVE IXISfING PAVEMQlT,
$�..� 'L�"�CP o,� 1 � 0, . �.. . 1 0,�9 I I � Sol ZONING: � �� CONCRETE. CUR& EfC.
a ,�h' ry e�• I _ _ _ _ _ � 1 0�' m^0'V ��. r 0rya. �� �al PCD
p°' `-�-- . I `� `L�0 � �,0� 9 � I I � MULTI-FAMILY ABANDONED FASEAIENT
( 0 `L ,�9 . I � 0� 'L� �I� m
' ry � g ry6 'Y 6a �`� 6 A 1 - b� . .�. � I ���VJJJ ry0 ��I a �'�'-'� & OLEEAD POWER IINE
EYISTING 8" C.B.S. WAL4 (TO REMAIN) a `I�� `�' ti � I ��t.� I�� ��' _
�_ + `L 6 � ' , ry 9� � ---- EICISTING STORM DRAINAGE PIPE
EX�S7ING MH. � �' _���°'� �' �I -_-_- EXISTING SEWER MAN
RIM EL=19J3 .,� + '�" J I
INV. EL=14.93N - n� .�.�-- � (
INV, EL.=14.83W �`ti °� �! -+-•-•- EXISTING FORCE MAIN
INV. EL.=14.735 _� ' .. .�l 0 ?'� `L ���' �I
INV. 0..�15.tE
EXISTING 8' V.C.P. PIPE ( � � I�I
� I ��I
��' ti 9�� ��i �
EXISTING 5' CHAINLINK FENCE I
(TO REMAIN) } I
I _ � 1.) CONfRACTOR BE RESPONSIBLE FOR COMPL`ANO WfiH ALl
� �o I� SfANDARDS FOR REMOVAI. �D DISPOS/�l OF IXISfING S�WRARY
9� ��� SEWER SYSfEM, SEPTIC TANKS ANU ORI4N FlF1D5 ON SffE,
�� ry � i� 2.) cornx�croR stw.� cooROirw� Ra.ocwnoc+/ �ovtu. oF ,w.
� IXI�SfING OYERHEAD UTILftt LINES. POWER/UiILrtY POLES AND GUY
� I�I N7RES W CONFLICf WRN THE PROPOSm IMPRWEMENfS WRH
h� I APPIJCABLE UfIUIY COMPANY PRIOR TO CONSfFtUCt10N AND NOi1FY
I'V �I ENGNJEER � ANY CONFllC75.
� �I 3.) CONIRACfOR SWVl FlELD VERIFY LOCA710N AND DEPfF1 OF ALL
E%ISIING UIiLI77E5 ON AND ADJACENT TO THE PROPOSW SITE PRIOR
�I , ��� TO CONSIRIkTiON AND NOTIFY ENGINEER OF ANY CONFlJCTS.
� �1. 0`b ��� 4.) CONTRACfOR SWHL BE RESPONSIBLE FOR THE COMPLEIE
'h t 0� I REMOVPL OF ALI. IXISfINC SRE IMPROVEMENTS AND THE 61SPOS4L
'I.�� � t (I� THERE OF IN ACCARDNJCE WRH ALL FEDERAL, STATE. M1D LOCAL
�� CODES AND ORDINANCES AT 7NE COMRACTORS D(PENSE. JOB SITE
o� � SHALL 8E LffT IN A C(EAN AND PRESEMABLE CONDfiION AT THE
I � `� � � END OF EVERY DAY.
��� � I S.} ALL pElA0LI11pN S{{M,� gE ppNE iN A PR6FESSIDNAL
, � `ti I I l WORKLIMI-LIKE MANNER. ALL APPLICABLE N.P.D.E.S. STANDARDS do
9 7 (�� REQUIRpdENfS SWLI. BE M PLACE AND THE RESPONSI81LfIY OF
I ry I� 8.) SWUl BE R6PONSIBLE FOR MIY AND ALL FEES
I' FOR ElMRONMEHfI1 SURVEYS AND/OR A556SMEMS. AS MAY BE
�� REQUIRED FOR DEMOEJTION AND OBTAINING ANY ANO ALL PERMfTS
�I� REOUIRED FROM 7HE ISSINNG GOVQ2NING ACENCIES.
� ��h� � I� 7.) CONiRAC'fOR SHNLL iURN OFF OR Fi4VE CAPPED OFF ALL
� R' I� UfILR1ES IN ALL ARFAS 70 BE DEMOLISHm WHEfHER SHOWN OR
�� EXISTING 72" C.B.S. WAL! (TO REMAIN) NOT IWD COORDINATE WfIH APPROPRIATE UfILf1Y COMPANIES.
�� Ir(CONTRACTOR TO VERIFY IX. WaLL 8.) 7HE DF1AOLtTiON COMRACTOR SHALL CARRY 1Hf PROPER
_- N89'42�32�1Y� 150.26 _- - �`�'� I CONSRtUCT10N & CONDRIONS INSURANCE TO PROTECT HIMSELF. HIS EMPLOYEES. THE OMMER, THE
�`, - - - - - �� I PRIOR TO CONSIRUCfION IND NOTIFY NtCIif1ECT AIdD ENGINFERRS FROM ANY AND ALL CWMS OCCURRING
_ _—%� Ys3_�_]C.'�-% 7'� $
`� -���-� ,��y ( I� ENCINEER OF ANY iSSUES) OR CAUSE9 8Y OR REU1fD TO HIS WORK.
� 9.) ANY DAIGGE TO DfSTING PROPERIY OF ANY KIND ATTRIBUfm
� I � ry � �� �UR�S TO 7HIS CONTRAt,TOR'S WORK SHALL BE �UICKLY M1D PROPERIY
� �� ��, yyr �, � REPAIRED TO iHE SATISFACTiON OF THE 6WNER AND ENGINEER PND
i� I�j 9-800�432-4770 �o. coNrRncr�srw Fl� vErsiFr noumorw_ srtE r�u�rEo
EXIS7ING 12" C.B.S. WALL (TO REMAIN) ��I �I UNO� ND � DEMOLI110N FRIOR TO COMMENCEMENT OF CONS1RUCfION.
EXISTING 5' CHAINLINK FENCE (TO REMAIN) M� i i i N017F/CA710N C£NTER
CYPRESS MANOR g � ��
ZONING: PBC
MULTI-FAMIIY � I �� BELLA VILLAGGIO
ry ,�h °v ris�42 — 75,00 SECTION 30, TOWNSHIP 40S., RANGE 43E.
SIMMONS WHITE y�u.qGE OF TEQUESTA, FLORIDA
EXISTING 12 C.B.S. WALL (TO REMAIN) ..n....�n i • i u.a �m
W cornancroR �ro vemFr oc, wwl '�'m'�°^'� DEMOLRION PCAN
NSTRUCTION 8 CONORpNS CASA DEL swi c�b vni•srae zao•eea vam eeem. rwao a�a'r.(sai) .7e-m�e
PRIOR TO CONSfRUCTION AND NOTIFY SOL ZONING. 0 °°� °f°'�� � '��� � ' � � ND' �T °F
� ENGINEER OF Mf! ISSUES) PCD R ���� AC. R.W. 74-114 14714502 Z � �
Y:VAVIIk:AO_PllPS9pIN41iN411�5Q2,dy YYdD1sI30 P11( AoMeqpe
COUNTY LJNE RD. INDIPN
z RNER
�� SAWCUT & MATCH D(ITING PAVEMENT N ��
EXISN NGN 0" �F.M. (TO R�EMNn)� (IYP.) 9 't� 'h -- -' -"-- I � � C
�
- - �� �h ---- • ----- • - �v� - �y�,�' - �•� - � - - - �-------�---y�--�.-�-._.�. .-n ' �
` iz• H� cuae (Tw.j ----- -------�'�" ti�� ---- tip ~� y � � ' �T�
-�-------- ------�------ -�- - ry DIRECfIONAL ARROW (1YP.} � JI I L y
EXISTING SIGN (TO REMNN) ,�,:` 'y` COUMY LINE ROAD ' _ � �
HANUICAP RAAiP WIiH ECTA�LE W�INC IN �10E y Z � WJ�1aGV' WJAP WItFi DE7ECTABLE WMNINC IN
W/ F.D.O.T. STANDARD INDIX �304 CR-F A - - = �`i' - qCCORWNCE W/ FD.O.T. STANDARD HJOp( /304 CR-L 2
TYPE 'D' CURB (IYP.) ° 0 k 9`' ry�' I b
'`� � t23.0 5'R. � �'� 8• ���� ���� EXISTING 2" G.M. �t^
41'-tY P.V.R O Q987L i ` -- ----- f24.8 �y -- ti '1" ,� ` �y �
10'X3Q' 5AFE SITE 7RWiCLE � 'R• 3p - °' �
EXISTING 2" G.M. ,�_ ,� y p SW Q w �,�_� ��L'_ `�TO REMAIN)
(TO REMAIN w _� S' CONC. SIUEYVALK - - - -qr-�-+- - y _ - -"'-°'- �" p � �o- µ�TCH IXISfING CONC. EXISTING 12 W.M.
EXISTING 12" W.M. ENT�Y SIGN rW1H SIDES BY 07HERS) `1' '1' �' k' 0 ---.-- . . , �DEWALK ELEV. t28.3
ry , L • y `l e " : �o' � -W-~-w^w-••-m•- _��(TO REMAIN) VILUIGE BWD.
(TO REMnIN �T�H 6(ISfINC CONC. SIDEWpLK ELEy. t22.2 25.0 ---�- -�* �
25.5-..
) � - ,�. .. 1" . . r . . 4 � ; H • 6y ti e �EXISTING CONCREfE & WOOD POLE (NP.)
� y � (COMRACTOR TO COORDINATE WITH
H.D.P.E. 'S ,1 'L�'. 4 . 25.0._ .� � I APPROPRNIE UTILITIES PR16R TO CONSiRUCiION)
__ YARD DRAIN `% ry ,��l.• 4.1•�. �yq.� t$ 'J�, N = `b ��,�' � � EXISTING CONCRETE POLE SECTION 30, TOWNSHIP 40S., RANGE 43E
- - 24. � � .- -°- (TO REMn�N) _
MA
Zo., � �-, 2�R:. ,, � h �k LOCATION MAP
� � � J g , 'L I � - - NOT TO SCN.E
24.8 21.8' � - .A. � �� I c� t �� t � ��ry . 2'-3' NIGH RETAINING WAtl N
i H.D.P.E
. 24.4 25.5 _ .5 �5. � `ti.�,��k'�16 I� I YMD OftAIN
r 25. 0' n, 25b L � 24.7
61'-12' P.V.C. O 0.98% � ,25.7 (NP.) � � . 2b. ��I ,� 20.7
'NO PARIQNG' SIGN � (r' 6 . 4 - ,�� 9 H �I�I`24" SfOP BAR. 'STOp" $�6`N
i 6� 0 �j� ti83'-tY P9.C. O 1.11fi
119'-4'%8' pfFlLTW1T10M TRF7JCH � 25.9 � �` ' 254. �- . . 5.4" -- ry UNIT /81� ��I � YARD DRAIN
8' HEA6ER CURB (1YP.) :
148'-18' R.C.P. O O.dX 5.7 5.1 -- `-- 25I9 I� 25.0
8' CONC. REfA1NIN0 WALL 25. 25.5 ('IYP.) ZO' �t 25 4 20 � � 25.5 (TYP.) I i r 18.4 2� 0 20 �0
�� ���� UNR iA4 � o�- ,� ��EXISTING 70" F.M. (TO REMAIN) I -
' ry p. o y UNIT «BZ �'�, ��I e EXISTING 12" C.B.S. WALL (70 REMAIN) SCpLE IN FEE(
'/ 2. 2.4: ��o I I A3- 7"=yp'
$I 25.7 ('fYP.) -- ^ /.
g _�C 25.7 (IYP.) ry$' ' I� I 24.5
� 25.9 � 25. � 25.2 25.8 ��/7 I I�I r 80N �•�Q
CWRESS IAANOR BUNDING SEfBACK LINE 7,5' FF.E. 28.0 B 25.4. � B F.F.E. 26.0 0` Oa��Z5.4� �i j L � 9
ZONING: PBC �C. UI�N15 (TYP: 6y p7MER$) 24.8 . �. ry 0' 1, I �� � A3-�C� INLEf NUMBER ANO 7YPE
MULTI-FAMILY 3•k" �NR #� I� �
p' UNR /A3 / `tiry 25.9 r� 14.5 M1LEf TOP ElEVA710N
I O - I CASA DEL 18.0 INVERT ELEVA7pN
� � I ��� - - 25.5 .S A - � �I � SOL ZONING:
`, $ C � --- 253. -25.4 0 � 0 ��� ,��. �� W PCD �� PROPOSW SfORM SEWER
I � 25•4 �! 6 ,� j .,�y 'b 'ti, ,� � 9 I � � MULTI-FAMILY AND CATCH BASIN
F �► qRECipN OF FLOW
MIN. PERIYEfER ELEV. 24.8 PER 25 YR. 3 DAY �'L7� 25.9 UNR #A2 Q `.'L UNR #84 ry$ I � � �M/-► DIRECf10N OF SWAI.E
STOfiM EVENT (IYP. FOR ALL pROpER'IY LINES) � . � �. I 4' PAVER SIDEWAIK
EXISTING 8' C.B.S. WALI (TO REMAIN)�_ + a^y - - - - - - 25.1 _ N Q$. - - - -' �y' ry 25.9 �� �C. UNRS ([YP. OTHERS) �19.0 �POSm GRADE ELEVA710N
- EXIS7ING MH.�� 112-�C' Zg•9 UNR /A7 � �6 0,�'' I �� BUILDING SEfBACK LJNE �+� ppS��NG GRADE E1EVAl10N
RI1A EL.=19.7s �.,.� 25.0 • . �� UNR pB5 `�'// ��FF �I , qRCF{. PLANS FOR PA SPECS.
INV. EL. 14.93N �J 24.5 � g. .0 }`ti � /!� I �I� � BRICK PAVER SURFACE lREFQ2 TO
INV. EL.=14.83W 19.8 'p�R '� 5.4 25.4 _ ° j� 1 � 1 � � SEE SHEET b OF 8 IN PLW
INV. EL=14J35_� x � 25.4 � 25. 28. 2b.7 (lYP. L I I
INV. EL.�75.1E 25.5 25. I SET FOR SUBSURFACE
EXISTING 8" V.C.P. P1PE 2U.6' � �•5 25.5) I�
ti'O' I SPECIflCA710N5).
� 24. 'O • �� 2' CURB OPENINC HEAVY-DUfY ASPF4LLT PAVEIdENT
7YPE 'D` CURB (1WJ M � 25A � (TRANSffION TO FLUSH IN 87 � PALM BEACH CWNtt RIGFir OF WAY
75'-12' P.V.0. O 1.33X 20'R 20'R. - a 25.0 I
EXrSTING 5' CHAINLINK FENCE-�� ,2 • �5,1� � I g' �p�, RETAINING WALL ('IYP.-er OniEas CON ��
(TO REAIAIN) H.D.P.E µ' X - � 1 7
rNto ort� � ia, oa.�ax: �- ° zs.o � oecow�rnE s�oEw�uc (eo-� �ro
24 g � " -- N _ 7YPE b' CURB (TIP.) ARCH. PLAlIS FOR PAVER SPECS.
20.0 ^� t _ � 5 �2 �0• _ � NANOICAP RAYP WfIFi �EfECTi18LE WARNING IN �` SEE SHEEf 5 OF 9 IN iHIS PLAN
A1-"C' 25. 25.2 I 2.1 5. Z- 1 ACCORDANCE W/ f.D.O.T. SfMlDARD IN6IX /304 (7YP.) S EtYFlCA710WS).
- s.o- ss. .� s ��i ucKr po� nrn. on�s) 7.) CONTRACTOR SHALL COORDINATE RELOCATION/ REMWAL
24.8 - � _ �� HANDICAP RMIP WITH �EIECT�IBLE WARNING IN OF ALL E1(ISTING OVERHEAD UIILf1Y LINES. P01VER/U11LRY o00000o DETECTABLE WARNING SURFACE
ACCORDANCE Wf F.D.Q.i. STANDPRD INDIX 304 (lYP.) POLES AND GUY WIRES IN CONFLIC! WITH TF4E PROPO5FD
19.8 25 26. 25.5 - I � IMPROVEMENTS WffF1 AppLICJ�BLE UiILIIY CqMppNy PRIOR TO PROPOSED IXFlLTRATiON iRENCH
% b 2 b . I PROF'OSm HpNDiCAP SIGN (IYP.) CONSfRUCIION FND NOTIFY ENGINEOt OF ANY CONFLICIS.
�'-18' R.CP. O 0.0% - . 2 4 25.4 .4 - �.4 $. - - -6 � � (SEE DETNL SHEET 3)
4 4 25.8 I G4TE (BY OTHERS) 2J COMRACTOR SFiALL FlEL� VERIFY LOCATON AND DEPfH
78'-4'%8' IXFlLTRA710N TRENCH 25.3 .B 1 Of ALL IXISfING tJI1LfTIES ON AND FDJACENT TD 7HE • PROP6SED UGHI' POIE (9Y OTHERS)
"I I � s� wu�eoxES (er oni�rss) aROaosEn srr� PmoR ro coNSrnucTaN ru�w rionFr
uctrr ao� (er oni�s) a 3 3 � �ti zs.s - .e 4' aaro�cr wa.i (er oTM�rss) ENCINEER OF ANY CANFlJCTS.
� -I- � I / / � �.p 3 25.8 3.) CONfW�CTOR TO FlELD VERIFY LOCATION MID DEP'M OF �� PROPOSED DIRECTIONAL ARRON'
,�,'1 24 I / uf 8' HEADER CURB (7YP.) 25.8 ov�r+�o m�us (ar orriQts) ALL IXISTNG tlfILI11ES PRIOR TO CON5fftUCf10N AND N6T1FY
� c� I F.F.E�28.0 ��'. 4.7" I� ENCINEER OF ANY CONFUC7S. R SHAU. BE THE r� 24" WHITE SfOP BAR. 'SFOP' SIGN
23.7 (iYP•} � I I ��j�! 25.9 25.5 COMRl�CTORS RESPONSIBILIIY TO COORDINATE ALL EXISTING & 25'-8' DOUBLE YELL�/
80'-12' P.V.G O 0.� � n UNR �'C5 n UN(T �C4 I UNR �C3 UNR �C2 � 257 ��� __ A i j1 UiILITY LOCATES, $UppORj, REI,pCAT1pNS AND NOTIFlG710NS If ,_��� EXISTING OVERHEAD POWER LINE
.�,� � UNR �CB I I� I I � 25•7 REOUIRED WRFi ALL AppLl(`,qBLE UTIL1ry SEFMCE PROVIDfS. & POWER POLE
, � ,y � �� � ~ FF 9 UI� I I UNR �C7 255 �� I�i ^ INIIAUM � � �� A -`-'- EXISTING STORM DRAINAGE PIPE
G
��� � ��r� �I 1 5.) N.L PIPE LQIGIFIS ARE MFASURED FROM CENTER OF -�-'- EXISTING WATER AdAIN
_ ��• I -� � �� STRUCNRES k EN0.S OF HEADWNJS UNLE55 OiFiERWISE -'-'_
NOTID. E%ISTING SEWER MAIN
H.D.P.E II I� 8.) CROSS SLOpE ON ALL �DEWALI(S dc A.DA ACCESSIBLE -'-•-`- EXISTING FORCE MAIN
z` 25. 25. 25. ���
YARD DRNN I g a RQUfES SHALL NOT D(CEED 2.Ox AND THE LONGRUDINAL
24.3 �� BOLIARD LIGHi1NG AROUND POOL SLOPE SFW1 NOT IXCEED S.OX. I7/dAPS AS INdCATED
20.8 2S.Oi4j 24.8 ��- 25.0 ' R I ' I � �'.^BY OTHERS) 7. � SHALL N RESPONSIBLE�FOR P RESTORING
' (ttP,) � � EXISTING 72° C.B.S. WALL (TO REMAIN}
��h � CONTRACTOR TO VEMFY IX. WAL! w- � SffE ARF15 DISTURBED DUPoNG CON5fFtUCtION TO
N89'42'32"W - 150.26' � 7.5' "� I �� EXISTING OR BETTER CONDRWN.
�=_=_ -`- -� __�_�._ 0� � NSfRUCTfON & CONDRIONS 8.) CONTR1CfOR SFWl BE fffSPONSIBLE FOR ALL N.P.D.ES.
a --- =Y -- r=,R ti I 48 HOURS BEFORE D/GG/NG
�� _ - _- _-� ` _ I PRIOR TO CONSiRUCTION AND NOTIFY � , y � �p� , , ,�
`� H.O.P.E I� � I� ENGINEER OF PNY ISSUES) REQUIREMEMS INCLUDNC FILING OF N.0.1., N.O.T.. WEIXLY yy t� . µ �
YARD D 9 '` � �I dt MONTHLY MONRORINO REPORTS. ETC.
�»'-e' a.v.c. o o.etx � � i t � 9.) PATCHES/REPAIRS TO IXISTINO ASPIiALT SHALL BE 1-800�-432-4770
E �' � N I � � € I i� MINIMUM 100 SF IN AREA WRH NO DIMENSION LESS THAN UNDE �ND �UR£S
� - 5 IN YADlH.
FENCE (BY OTMQtS) � f j� 10.1 CON(RACfOR TO COORDINAIE W�5TRUCiURAI ENGINEER �vonrx�nau cErortx
IXISTING 12 C.B.S. WALL (TO REMNN) I _ 25.5 I I ) Faf RETNNING WALL
EXISlING 5' CHAINLINK FENCE (TO REMAIN) 6� CONC. REiNNING WALI I I
(7YP: HY pTHEq3) :� I 24.8 25.0 � �I
CYPRESS IAANOR ppp� EqUIPMENf (BY OTHQtS) � - 4.Aµ-- -`� �I
ZONING: PBC I 25.8 � 25.5 ��
MULTt-FAMILY _ _ __ __ _ _ _ _ _ _ _ _ _ _ _ � �i BELLA ♦ILLAGGIO
�`'" � N8a'4Z��2w - �5'00� � SECTION 30, TOWNSMIP 40S., RANGE 43E.
'L 4. UPDATED UNR �s, 3/za �5, �/ SIMMONS WHI'I'E VIWqGE OF TEQUE5TA, FLORIDA
. 3. REV. PER W! Q3 17 75. RW.
- EXISTING 12" C.B.S. WALL (TO REMNN) 2. Rhll. PER V,O.T. t�M1tENE5, 03 OS 15, RW. •"°'"••" � ��"""��• � ��"Ye' °'e pAVING AND DRAIWAGE PL.AN
CONTRACTOR TO VERIFY IX. WALL 1. RhV. PER UPDAIED StfE PIFN g Y.O.T. COMMENIS, 02 24 75. "���^��^^ ���i
1� seoi ce�w�ou �+r. s:� zoo. va ram e.oa�. ronm asw�. (uil ne-x,e
UCTION dc CONDRIONS CASA DEL
, PRIOR TO CONSfRUCTIQN ANp NQ11FY SOL ZONING: o�sM OIiwM CHEp�n .w�no�D M7E +oe xu. pw�q 1Ip, g�,er pv
�n+�x oF awr issues) Pco �wsroNS A0. R.W. 14-114 ui�asoa 3 11
r:ewroc�a_tnssxoiw4��nwu�eo.sxn. e.e�nw�
EXISTING GROUND sroW�s --�-� •
:L ITI_I1,�.1I1- I I� 8• •,; e• tz' u�• � a,�� �� �
— � -.t;;� l � d . � o ��
_� I oa ui�wue aex ;%:> � �„� � T
-I PER fASHiD-T-180. 8' IMX. LIFfS. ��r � �h aus�
(4M. 90% DEN511Y IS REUUIRED fOR PARKING BY � • 1 � mriHOt�
rrN. ae• f f rroN-ra�c ,v�ns our�oe aF nao ois�e�o m • '"`'
DEEP � �_ RIGkR OF WAYS.) ' ��� � �� rcexrere � tos
» tia' wiN. rroR �ocu sm�s) � � YR aueaxc et o�am �/� a
_I ioQmrx�wna� Tx� a�anr axr m V�� � �
BARRIER (SEE H07E 9) TOW-MAY ZOIE � �l srouvoso- awroer
��- I � i o e r m r x� w n a+ P u N r ( s� � 1 1) a� ur m izso.aa ���� g 3A. ,� �- �,�•« �� �
ON 'fREE l GRANULAR BK�fFlLL PIACm M!D ao ^c ts�r � � g p�� �
- I COMPACiED TO MIIiIMUM 9&S OF �.. • a � a �
5'_p MA7CIMUAI DENSM. PER NSHf0-T-180. ��� �vnnoN
�.' I 2' AIAX. SIZE. P•� � CHANNEL POST E�EVp'fiON
1. ALL LEffERS ARE 1' SERI6 'C'. SiEEL FLAN6ED CHANNEL POST DETAILS �� SQUARE TUBE POST DETAILS
'�'� � BEOqNO WTERLIL 8+ A• 8~ USF 1155-8 10 �p� E 2. TOP PORTION TO BE REFLECTORIZED
= �:��� II ��y� ggx �pypq�ON. AND GRATE E"C'I BLUE BACKGROUND WITFi WHITE ISOMETRIC VIEW � ANY ST.
:�. � PER AASHTO-T-180. USF 82�0_G�TE / NO REFl.ECfORIZEO LEGEND AND BORDER. y
FRAAIE �rn� E) GENEFN, SPECIFlCAT70N5: �
( 3. BQITOM PORTION TO BE REFLECfORIZm �# 3
I- I I�T ( H I I(� I— I�I I I s/4 c}vu� wr+rt� e�cKCRODUr�u wrnt �c � suoE: �,�ca, pes�,.eoe3-�s nuor. p�
l�5: 4' WN. OPAQUE IEGEND AND BatDER, crckm. oEC�EO wrtn /1200 ,uoox� Flrusx , .�owninoucxura �
� yaen c�ew nqN i�sm a�rac�o uro STOP
t. � nc� CONSIST OF IN-SIIU GWWULAR {MTERWI. OR WASHm AND GRADED t1NEROCK �� 1�1DI—CAP SIGN DETAIL 1 p e- ��ac� wmi a.s•� are�asµs �� � ��-.-rb�z � �
3 8'- 7 8' SRING WfM EQWL OR GRE11IIt S11tUCfURAL ApEqUACY AS IXI511HC.. UNSURABLE z ����
SRU TE7tWS SUCFI AS MUCK. DEBRIS AN� LARGER ROCKS StNLL BE REMWED. CIASS 'A" N0T TO SCAIE u' urveacwse wrtx e.�s' �o�rsase. s�s 'B' l3e7o xww • nTivaus �srovaw�ausm ToFnceoFCUm
2. IN�IDER 7liE P��+E F�WINCH SUPPORTED FOR IIS FMIRE LENG7H N7fFi APPROPRIA7E COAiPAC110N �j 3000 / CONCREfE u x�t+sm' (sw�rsJ at cuuw - suvFlx - 4b' .
POST: 51EEL FUNf.EO GHMlNEL PoSf 3 LBS. W1�B1Pae&BlE rtaWLeEPVGm
3. THE MPE SHAlL BE PtACED ql A DR! TRENCH. � /4 BARS O SIGNAGE FND STRIPoNC TO BE CONSIRUCtID r�t Froor wrtx erxeo cftm� �uu�v a+ ckv�tazeo �awz�umiwa�wE nrnesroreKw CURBEDSECiION
4. BMCIQ�ILL SiWl BE FREE OF UNSURABI.E NAiEfBAI. SUCH AS tARCE ROCK, MUCK AND DE�t4S. 12` O.C.E.W. IN ACCORDMICE WRH VILLAGE OF TEQUESTA F�NISH PER AS.T.N. - A - 123 M7fH0Uf MN)IOR PUTES.
SOW1iE Posf PER FDO7 INOIX 17880. UNCURBEDSECTION
3. DENSRY T6'f�S p ARE FAKEN IN 7 F00T 11F"f5 ABUYE THE PIPE AT IMERVALS QF 400' MAXIMUM. � �7ueE ��"p'�w"�+r,"�.° �`'a��" °'b�°(2y�.
��SUBMI7T� YO C�ONSRiUCfq�IJ CWRDINATIO�N h,R ���FlQD REVIEW.. RESUUS SFIALL 's ^ so 7YPICAL STOP SIGN PLACEMENT
OfU1NP,GE PIPE ONIIEfER 1�% BO� _(� �
8. THE PER►1117EE/DEVFL�pF�ERR/CONIRACfOR SFIALL BE RESppNSIBLE TO COMPLY WIfH Nl 1RENCH
SAFEIY lAWS NJD REd1UYlONS. eo a � LOGipN: or7E aca xnai�c�roN ws x�aca�m �� �
P R
7. SEE SEPARAlE DETNI. FOR PAVED ARFAS (OPEN CUT FOR 7HOROUGNFME AND NON-'YHOROUGHFARE � ON 1t1E WNS. _�
�� CONSf. JOINf POUCY: r—r.a.
aa�rw
& TFiE AfFEGTED /JtEA St1ALL 9E RE5fORED TO EQUAL OR BEITER COND1ilON OR AS SPEC�Im Ml /4 6�R5 O PERMIIIEU 9' elADES WIRI 6' UPPER CASE WfIH 4.5' LOWERCASE I.ERERS �—� P I
PERIAff/COMRNCT DOCUMEMS i2' O.C.EW. rnR rro � Ao�ps �rH ��m uurt uracre � urx Lagoon St.
�0. APPROYm WGNEfIC TAPE IS REQUIREA i0R ALL LWN PR£SSURE PIPES AND WNDUf kl THE �,Qd 7�� �Nfii 9' UPPERCASE WIIH 8.75' LOY�ERGISE vnr a n
COUtlMS RK#R-OF-WAY. MSTALL TAPE 24' BELOW flNISHEO GRPDE. �
70. �� �. IS REQUXtED FOR APPROVED PIPE INSfALlA710N CLOSER 7FIAl1 10 FEET FROM AN � 61MENSIONS -iNO2oucHVa+E RaoS f'ouR w�s at wiorF.
-7W0 LWE ROADS WRH A POSfED SPEED 11Wt OF Ys' � STREETNAMESIGN —t
u�nmat�.
11. CONIINUOUS 4" WIOE P�Mf SIFNPNJG iS REQU92E0 FOR DIP/PCCP WATER MNNS B�. dP S4IRARY INLET p' 'B' IN�wi� ir�� sr� w�. (swS)or(oa)
roac� wxrs ��}. aP RECw�n w�hx wuHS (�tp�� c,�s wu�u �). «i ws �
�c��� � E,�0. � 2'-�" 3'-�' STREET NA�AE SIGN WITH STOP SIGN �'
12 PERYANENT ABOVE f,YtOUND IfiL1IY MHRI�RR SlMLL BE MtST/YlED IF RECUIRED BY PROPERN OWNER
GRMRING Tf# PIPE �1SiAtUiWN PERMtT. E 3'_0 ¢
TYPIGAI TRENCH DETAIL WITH ROOT RRIER N07 T0 �
INSTALLATION DEfAIL (NON—PAVED AREASI STANDARD IYPE "C"&"E" INLEf
� � �� N0T TO SCALE
�DEWALK (6' MIN.) �'�' SF 7621 REVQtSIBLE HANDHOLE � 2 � . �5�.
FlLTER CLOTH SHALL BE MIRAfl 1�0 (nNG AND FE COYER (NO LETIER)
OR APPROVED EQUAL iERMMlA7f ROCK a PAVEIAENT
1RENCH BY WRMPIN6 AND BANDIN6 ' C/O ADAPfER W/ VENTED CAP �
FlLiEN CLOTH AROUND PIPE
0.02 72'X72'XB' CONCRETE COLLAR '
SURF/aCE � A� VMIES �
RAMP M1D SIOEWHLK . �
CURB
N d
DFtECTABtE WARNINO ' .��j BiISE— �
PEF2 F.D.O.T. 5TAN0.4tD Y
" P.V.C.
MlDDC #304 0 - .
2� R. 3' MIN. � I
' ' _ _ ' _ ELN 25 t'^I
''____ _ ________ ._._._...___._ -
� z• uNOiNC _ _ sioEwnuc (s• Mx�.) i ... • —( �our �o �u�m NPE "D CUBB
RAMP WIDTH 4 �
� (4' MIN.) DEWALK CU B 12• p OVERUP FlLT�R O PRIOR TO BACKFlLL N0T TO SCN.E
ClO7H MIN. 1 p_, 19.8 /
! FIANDICAP RAFAP DETAIL (GR_G} �y �O � LEIEC� r.: 3/4' WASHED ROCK (�FE P �IANR�fOR SfZ� PAVEMENT D m ON
NOT TO SCALE � DEfECTABLE WARNING RNAP AND SIDEWALK � AROUND ROCK
; SIDEWALK (5' STD.) o p0 IN�D'�F.�30.�T. STANbWD CURB � ELEV. 16.b 8 � PAVEMENf
UiIL 5lRP GRASS LANDING (flA'i� �� PER F.DOT. SfAN 1��ti 8•
����__-L�OR PAVf. (t' MIN.} `�2 � INpp( /304 0 � i I 'rP .
o � � o� Z. R. " o EXFILTRATION TRENCH o �t
0 0 0 0 0 o NOT TO SGLE �13�
'� � o o , a:
����,.
RA118 AND SIDEWNJC 0 � 3.000 PSI
'DEiECTABLE WARNING ��' �' ���
Pae F.o.oa. snwouto '/ 5'"'"" 8" FLUSH HE4DER CURB
�N� i�► . ti HANDIC-a? RAAAP DETAIL (�R—�C) HANDICAP RAMP DETAIL (GR_Dl
' 2 R. NOT TO SCf�LE
! NOT TO SCALE N07 TO SCAI.E MEASURE TRENCH
� 2' LANDING S7DE54 fROM 7HIS POIM
' �P �� E%fiLTRA110N 1RENCH 3• #4 BM PIACE� ON
pAVEMENT SIDE
� (4' NIN.) MATCH IXISIiNG— 12 � PA ��
4 . SIDEWALIC NADTH W/ PERFORATED PIPE SOLID PIPE
! HANDICAP RA1AP DETAIL (C�� o�oa �� r� ��x« ss.� s/a WASHED ROCK �°c o�i�
�T � S� RAIAP 8 SIDEWALK CURB NOTF• FlLTFR i� .
1.8' iAIN. DETECI'qBLE WARNING PER a Min. CLOiH SHALL BE
� s2-, 2. DONE PAT(ERN F.D.O.T. STANDARD INDEX F o I
i� �� SFWl BE IN-LINE t� 2' IANDING i � � ROVED EQUAL �� - '1��3 •
iv ,(� ,1, ,1, 2' R. trosswalk �. R\ 1:t2 �MINATE ROCK I .
��� "V V V Q DOME PA7fERN \ ��" i WRAPPING AND 3.00Q PSI
� , �� �QIRECiION o ° ° `� \\ b �vl B4NdNG FlLTER � CONCREtE
� ' -0 O O 04 �, �: `, �� ° oi P /1ROUND s ` � 12 FLUSH T H�DER CURB
��- --0 O O O oa• <to.oz'� � o �FlL FABRIC OMPLE7ELY
O O O O � OR PPP m M �� �� FACE OF INLET
� HANDICAP RA1AP DETi41L CR—E� crosswa�r: ��
; INiEGRAL DOME NQf ro� . FiLTER FABRIC END CLOSURE DETAIL
�d TRUNCSTEp poAlE No�s; HANDICAP RA1AP DETAIL (CR—L) NOT TO SCAIF
� NO7E ALL SIDEWAI.IC CURB RMAPS SIiAU. FI�VE pE7EGTqgLE �• TMESE ME THE MINIMUM GENERAL REQUIRFJAENtS FOR PEOESIRIAN RAMPS.
WARNMIG SURFACFS 'RV1T DREND THE FULL N1DTH OF iHE SEE F.D.O.T. INDEX 3�4 FOR ADDI710NFL SIDEYlµK CURB RAMP DETAHS. NOT TO SCALE
RAMP M!D IN THE DIRECIION OF iRAVEL 24' IN PUBI.IC R/W, �• �TECTABLE WM2NING SURFACE REQUIRED ON ALL H/C RAMPS, DEfECTABLE
38' ON-SITE FRO#1 THE BACK OF CURB. CONfFtACTOR SWU.L W'�� SHALL BE COMRASTIN6 IN COLOR WtfH TRUNCATEO DOMES M1D
VEPoFY W/ MISTALLATION. THE DEfECT�BLE WARNING SURFACE SHALL COMPLY WI7F1 F.D.O.T. SPECS.
. SWQL HAVE A C6MRAS1ING COLOR (YELLOW OR APPROVEp �• TM� �TaL MAY NOi ADDRESS ALL IN-FlELD CONDt�IONS ANO SCENARIOS. BELLA VILLAGGIO
R IS TNE CONiRACTOR'S RESPONSIBILf1Y TO NOTiFY THE ENGINEER OF
' CONFl�C75 AND TO INSURE 'f}44T N,L CONSIRUCIION 15 ADA COMPWNf AN� SECTION 3O TOWNSHIP 40S., RANGE 43E.
CURB RAUP DE'_rFCTi�� F W aNwr. nc�en �N CANFORAIANCE WRH F.B.C. AND LOCAL (�VEF2NIN6 AGENCY REQUIREMENIS. SIMMONS WHITE VILLAGE OF TEQUESTA, FLORIDA
NOT i0 SCPLE� •••�••••�•• � w�uo,'�u� ib: s�sz •�•°�• �•:
i. nEV. r�rs uao��o sr� r�w s v.o.r. cou►�orrs 2/24/15. swi como�u rrar• sa. �.,,� �,,, �. F,,,�, �,.��,� .�-,,,, PAVING AND DRAINAGE DETAILS
7YPICAL HANDICAP RAMP DETAILS
N0T TO SCALE RbYISI0N5 oFSwx o�awx c�d� rrrnwtn w7e aoe �a. dww ra. s�tT av
A.C. R.W. 14-714 14t74SO4 4 � �
ru�m�c,�n_eu�swuv4 u �wuasaas.a, eqnoia a�o nc xee,.. wy,e
GENEqs� NOTES: �
7. NOTIF! ENqNEIIt OF IN-FlF1D (�NFlJCTS pR DESIGN DISCREPANCIfS PRIOR TO PAVEMENT SPECIFICATION NpR'�{
COM►iQ7CEAlEM OF WORK r COUMY L1NE R.(P.B.C. R/W) R
2 E%ISfING WATER� SEWER AND ORNNAGE SYSIEMS ARE REPR6ENfED AS DhSHED
LINES AND SHALL BE VERIFlm BY CANiRACTOR.
3. C�MRACTOR SHALI. PROTECT ALI. UfILffIES AND PUBUC IMPROVEAIfN15 AND DN-SI7E PAVEAIENT: COUNTI' LINE ROAD 5' MEEOIAN ISLAIJD (N7DTH VARIES) � �� N�
SFNLL BE RESPoNSIBLE FIXf Nl OAUAGES CN,1SEp WRING CONSfRUCitON I
AND SHALL REPAIR 3111D DMIAG6 AT HIS EXPENSE. COMRACfOR TO RESTORE SURFACE - BRICK PAVFRS, SEE ARCH. PLFNS FOR PAVER
ALL AREAS DISNRBEO WRING CON5rttUC�ION TO pRIGINAL OR BETTER SPEqFlCATIONS �
WND(IION. &ASE - 8' LIIAEROCK. COMPACT TO �
4. SUPPOR! OR 7HE RELOCATION OF EXISTING STREEf LIGHT POLES. POWER OR 96% PER MSHfO 7-180. LBR 1U0 I
7ELEPHONE POLES. IXISIING tRILRiES. IRPoG4TION SY5IEMS. SIDEWALICS, WALL5, �
ETC. NECtSSMY FOR COMPLETION OF THI$ YfORK ARE THE R&SPONSIBILIfY OF ���E - 72' COMPACiED SUBGRADE, �
THE CONTRACfOR AT FYS EXPENSE COMPACT TO 98X PER A.A.S.H.TA. T-180
5. INFORMqT1pN SFiOWN ON THESE DRAWINRS AS TD 7HE LOCATpN OF IXNiItNG
� � .... _::�_.-::�::::::.�.._�,:..
P.6.C. R PA ENT: .. ._ ... _ .. .....
UIILIi16 HAS BEEN PREPARED FROM 'fHE AIOSf RELl1�BLE MTA AVNLABLE TO - .-. :. ......
� . . . . .. ........ ;:.:�::..:_---...... : _
.. . ,. _, _:, ,.:
' '� .:.: -..�......::� .-;.-.--:� :a:::-:._.:;=:-.
GINEER. THIS MIFORMA71pN IS NOT BE GUARAM�, HOWEVQt, AND R ���E - 1' 1YPE S-3 (SURFACE COUR5E) �
ShNLI BE 7HE COMRACTOR'S RFSPONSIBILf1Y TO DETERMINE iHE LOCATION. t-1/2' TYPE S-1 (STRUCIURAL CWRS� IYPE "D' CURB PAVERS
t:FiARACTER AND DEPiH OF ANY IXISiING UiILRIES. NL AS-BULT' SURF� TYPE b" CURB �
INFORA{4710N INCLUDING LOCATION AND ELEVATION OF Uf1LfiY SiUB-OUIS TO TAqC COAT 00.05 C�1L./S.Y. AND RC-70
� BE FlElD VERIFlED BY CONiRfuCTOR PRIOR TO COMMENCEMENT OF PRIME (�AT 00.1 GAL/S.Y. SHALL BE -
CONSIRUCTION OR ORDERING QF SfRUCNR6. N071FY QICINEII2 OF PROYIDm PoR THE ASPHAISIC CONCRETE. SUBGRADE SU�RADE
asc��waes/ca+rvcis. a�se - is �/z LIMEROCK �s• Mnx. uFrs� couPncr TYPICAL SECTION A - A
B. REFER TO ARCH(fECfURAL DRAWINGS FOR DEfNLS CONCERNING SIDEWALKS, TO 98X PER AASHTO T-160 (LBR 100 IAIN.). NOT TO S r.� c
RAIIPS. 5TWPINC AND SICNAGE. LIGHTING AND ELEGTRICAL CONDUR. hlC. AS AN AL7ERNATE THE CONTRACTOR F.WY USE
7. TF� CQNfRACTOR Sl�V�LI VEPoFy HLL pIMEµ${pN5 yYR}{ qR�HITECiUpN, p�qNS 8' ABC-3 0`JER 12' COAIPAi;iID SUBGRA�E
AND NOTIFY 7HE FNGMEER OF ANY DEVNTIONS PRIOR TO COMMENGNG �g�p�pE - 72' COMPACfID SUBCRADE, COMPACT 4'
CONSTRUCfION. TO 98% PER AASHTO T-180. 22' DRNEWAY 25' DRIVE AISLE SIDEWALK 22' DRNEWAY
B. SDEWALI(S TD BE FLUSH WRH YARD FREAS UNLESS pTFiERWISE NQfED. �
9• ALi- DRAINAGE CONSiRUCIION SHALL CONFORAi TO FLORtDA DEFf. OF
TRANSPORG710N STANDARD SPEqFlCAT10NS FOR ROAD ANp BRIDGE I
CONSiFiUL'710N (UiESf mITION) AND NLLAGE OF TEWESU REQINREAIENtS. BUILDING A" ' BUILDING 'B'
70. GRADE ALL PAVEMENT ARFAS TO CATCH BASR�S. CpMRACiDR 7p 1�7p.y F.F.E. 28.0 f.F.E 28.0
ENGINEER �' M-Fl0.D CANDITIONS CWWGE, ARCHRECfUpN. pEfANS WILL SLOpE 1%-376 I SLOPE ix-3X
CREAIE CAI7FIJCTS WffFi DRlJNAGE D61CN SHOWN. POTEHiIAL EROSION 28.8 (SEE PIAN) 25S
Prsoa�MS ut� at sru�aNC wa� occur�.s. (s� �w)
7 L N.L ELEVATIONS Si10WN HEREON REFER TO N.GY.D. TOPOGRAPHIC AND ��.:......-:.. ��.. .., ... -- `�
- .,.�. ... _ _ - _.. , � _
; ,.. _
_. _
. _
- . - � : � � ,. _�: �;.::. -.......- �:-. ..
B011NDARY SURVEY PROMDm BY 8E75Y llNDSAY SURVEY. INC.. � � - - � - � � - � - -. - -- ... _ �:�::>, _ �=, _t : :. -' � . -'- : - -- ... 1 --
12. ALL IXtNNAGE pIPE SHONTI AS R.C.P. SHALL BE REINFORCED CONCREfE plpE - '- -
CLASS IN, WALL 'B' AND CONFORMING TO RORIDA DEPT. OF TRANSpORTATION PAVERS PAVERS
SPECIFlCA710N5. BASE BASE
tA CONiRACTOR SFi4Ll PROVIDE ADEQUATE EWIPMENf FOR THE REMOVAL OF SUBCRADE 5UBCRADE
STORAI, SURFACE AND/OR SUBSURFACE WA7ER yyF11CH MAY ACCUMULAiE IN
THE IXGVAMIN AREAS SO THAT R H7LL BE SUITABLY DRY F'QR WORK 1YPICAL SECTION B-B
REQUIRm.
4. NO OFf-SfTE DISCWIRGE FROA1 pEIVAiERING OPERATiONS SHALL 8E PEPodfI7Ep
NOT TO SCALE
UNL65 1HE CAHIRACTOR SECURES WRITTEN PERpIS510N FROM THE
GOVERNING AUTHORRIES
15, ALL SUB-BqSE UNDER ROADWAYS. PARqNG LATS, CURBS, EfC. SHA11 �
COYPAC�m TO NOT LESS 7FiAN 98R OF AWIIMUM DEN517Y AS DEfERAIINm BY
AAS.H.T.O. T-180 PROCTOR. WEST SWALE SWALE EASf SOUfH
76. WHERE ENCOUMERED (OR SPECIFlm IN THE GEOTECHWGL REPORn. R � g � �
MUCKJUNSURABLE MAiERWS SWLLL BE COMPLEfELY REMOVED FROM � 7S' � t13' t76' 7.5' _ � � 20' �
PROPOSEp PMING AND BU�LDBIG AREAS 10 FEET BEYOND iHE EDGE OF �
PAVEMEHI'/BUILDING PPD EACH SIDE I7' I I 2 � � MIN. PERIMEIER EI.EY. ��. 9 . SWALE � ��, '1
17. CONTRA07pR TO PROVIDE TESf REPOR'TS FROM pN INDEPENpENT IABORq7pR'( � I I 24.8 PER 25 YR, 3 DAY
FOR PROCTORS ANp DENSRIES ON BAS� SUBGRADE AND MPE BACKFILL I I STORM EVEN� , I
16. CONtRACTOR IS RESPONSIBLE FOR PRONWNG COMPLEIE PAVING AND DRAINAGE, � B' CONCREfE WALL � MIN. PEftIMEfIIi ELEV. t �
MIN. PERIMEIER ELEV. � 8' CONCREfE W41L�: �c I � 6' CONCREfE WAL1,�k
WATER AND SEWER CONSIRUCTpN RECARD INFORMA710N TO 7HE ENGINEER. i BUILDING A' BUILDtNG '8' I 24.8 PER 2S YR, 3 0.4Y BUILUIp1G 'C'
24.8 PER 25 YR, 3�Y
79. CONfRACTOR gHp�L ARpANGE FOR 7FIE ENGINEER TO OBSERVE: STORM EVEIJ� I F.F.E. 26.0 F.f.E 26.0 I STORµ EVEF�T 1 � F.F.E 26.0
A. SCORM SEWER AF1ER Gf20UtING AND WHEN 9ACKFlLL IS COMPLEtED TO MATCH IX. GRADE O � 25.5 �r,g � 2r 5 1 I I
THE MI�OIM OF THE PoPE e i 25.0 � � � L � 2b.0 � 25.5
& SR2MlGLINttJG OF SUBGRADE. -�-- I '�-- � �� ' I_� I� 4:1 �AWL I M.1 �'
C. SiRINGLINING/BQ4RDIN(? OF BASE � U
20. THE CONiRACTOR $IW,L FILL qNp FqJE GRADE ALL PUW�NG qREpS, LEAy�NG *re�raNiNC w�u sr on+�s EX.REfAINING WALL � �� I� EX. RETAINING WALL
THE FlNISHm GRA�E SMOOTH AND RE�DY TO RECENE SOD OR 07HER (REFER TO SfRUCTURAI ENGINEER PUNS TOP OF WALL VARIES
PLANi1NG MAIERULL. WHERE SOD IS DESIRED. THE FlNISHm GRADES SHqLL BE FOR WALI, CONSfRUCTION / D61CN) ELEV. t27.7 - t29.9 U) E�EV. 6.1�
mo (2) iHCHes w�x �ro uLOw FoR nxcur�ss oF n� cwss. SPECNL {ro REwvN) no r�ari)
ATtENTION SWV.t. BE GNEN AWNG EUGE OF PAVDAENT M!D SIUEWNJCS SO AS IYPICAL SECTION C-C
N�T T� T�� WAT�• N0T TO SCALE TYPICAL SECTION D-D TYPICAL SECTION E-E
• 27. MlY SHELLROCK OR LIMEfiOCK PAVING BASE MISTALLm WRHIN PLANfING AREAS NOT TO SCALE NOT TO SCALE
SFWl BE RElAOVED IN Ii5 EN11RElY PR�OR TO PIACING PLANfER AREA FlLL BR{CK PAVERS SEE ARC}i.
22. 1'11- SWALE, RNYfT OF WAY AREAS AND YARD AREAS SFW.L BE GRADED AND PGAFIS FOR SP�CIFICA7IWJS) #REfNNING WN.L 8Y OTHERS
SEEDED OR SODDED IN ACCOR�ANCE WRH CO�ERNING AGENCY STANDAR�S iXt� COARSE SAND OR LIMQtOCK (REfER TO 5fRUCTURAL ENGINEERING
NO N2FlS SHALL BE LEFT BARREN OR SU&1pCT TO EROSION. SCREENINGS FOR BEDDING SAWD PUWS i0R WALL CONSfRUCiION / DE51GN)
23. R SFNLI. BE THE CpNtRACfpR'S RESPONSIBILIIY TO �DHERE TO ALL O.S.H.A.
RULES AND FlARIM UWS RELATED TO TRENCH S4FETY.
24. CONTRACTpR SHAL� ENSURE NO SEDIMEM OR DEBRIS LEAVE$ THE SI'IE ��
DURINO CONSTTtUC11pN IN ACCORDNJCE WITH N.P.D.ES REqUIREMENTS (SIIT R
FENCE, F41Y BALES OR SOD APRONS AT INLEfS, WASH ROCK IXR, EfC. MAY � COUNN LINE ROAD 25'
9E REpUIREp TO MEEf SAID REQVIRQAENIS}. CON7RACfOR SFW.L BE
RESPONSIBLE FaR THE PREPARAiIpN. IMPLEMENTATON AND CERnFlCA710N OF �E (SEE PAVEAIENf i Hp�{
ALL N.P.D.ES. POLLUfION PREVENTION RELq1Ep MFASURES (i.s. FlLING OF AN SPEGFICA710N5) D� 7.5• f10' t75' R
SUBCaRADE pAVEMENT
N.O.L POLLtJttON pREVENfION pLMJ µpNRpRtNG REPORiS, EtC.) SPECIFlCA � y 2• MIN. PEPoMEfER ELEV. � COUNtt LINE ROnD 2S'
25. COMRACTOR SFULL REFER TO LAN65CqpE PLANS FOR PLAMING AND BERMiNG 24.8 PER 25 1R, 3 DAY �
REQUNiEMENTS AND NOTIFY EN�INEER OF ANY CONFLIC75 WfIH 1HIS PLAN. STORM EVENf �;2' tiB' f8'
PAVER DETAIL *6 � CONCRETE WALL I IAIN. PERIIAETER EIEV.
EX. REfAINING WALL � 24.8 PER 25 YR, 3 DAY BUILDING A�
�EUSRV TFSnN(: RFO IIREMENis: NOT TO SCALE � TOP OF WALL VARIES � �pqM �T F.F.E 28.0 MIN. PERIMEfER fLEV. 24.8
A PIPE 1RENCHES SHALI. BE TESfEp AT itANDOMLY SElECtED LOCATIONS � I ELEV. t27.7 - t29.9 E1-EV. VMIES � PER 25 YR. 3 �AY SfORM
ALONO 7HE LENGTH OF EACH PIPE RUN WIIHIN EACH 30p' IMERyAL (TO REAWN) t22,G-25.0 25•5 � EUEN1'• WHERE IXISfING
25.5 � L � (SEE PUN) ADJACENT GROUND IS ABOVE BU�LDING '8'
(1W(IMUM) M!D BElN�E'EN EACH SET OF 1�Y0 SfRUC1URES IF A PoPE RUN * * � I I' � � 24.8, MM. PERIMEfER ELEV. F.F.E 28.0
SEPARATINC THE SWO IS l6S TWW 300' iN LENGfH. -. .,..• . � SFW.L BE 6' ABONE
U I IMTCH IX. GRAOE O Q 1
t�� ADJACENf GROUND 25.5
B. AL, P�E AND SiRUCR1RE TREMCHES SHALL BE BACIffILLED USyNG A � Et.EV. VARIES ELEV. VMIES 25.5-t27.4
MAX. OF 12' lIFlS. ALL BACKF'ILL ►IATpt1AL SF{qLL gE �LFAN. pRy 25.5-25J MATCH DC. GRADE O t'� � k � 24.0-24.4 - _ 4:f AW(, 4,7_„_IAAX�
SIRUCTUWLL FILL. WffH NO DELEIERIOUS OR ORGrWIC IMTERIp1 pRESEPtL
24.5-25.0 * 4:1 �. E�. f�.3 � (SEE PUN) g•
8 � EIEV. VN21ES
. AT LFAST ONE TEST SHALL BE PERFORMm FOR EVERY 12' OF DEPiH. -- • 24.5-24.7
STAKI7NG AT iHE SPRINGLINE OF THE PIPE, COVEI�NG THE 7Y LAYER 6 , t27 8 ts � P � '
BEIOW 'IHE SPRINGLINE OF 7HE PIPE
D. TESTS SHALL BE PERFORME6 AT EVERY SfRUCTURE BEGINNING AT iHE IYPICAL SECTION F-F 1YPICAL SEC710N G-G IYPICAL SECTION H-H
BASE OF THE STRUCTURE (COVEF�NC THE 12' BELOW THE B4SE OF THE NOT TO SCALE NDT TO SCALE NOT 70 SC/lE
STRUCTURE} YRfH ONE TEST FOR EVERY 12" UFT. TES'TS SFiALI. ALTERNA7E
FROM CORr1ER TO CORNER OR FROM SIDE TO SIDE AROUND THE
SfRUCTURE WRF1 EkCH 7Y LIFf.
E Nl DENSfiY TE'5I5 SFWl 8E SIGNm AND SFJ+LED BY A RECISIERW
PROFESSIOW�L GEOTECHNICAL ENqNEER, LJCENSED IN THE STqTE OF
RORIM. BE� ��.1J�1CaCl��
NOTE: NJ- TESTS AIJD lACA710N5 ME SUBJECT TO REVIEW BY REPRESENTqTIVES SECTION 30, TOWNSHIP 40S., RANGE 43E.
OF OUR OFFlCE AND ADDRIONAL 76TS MAY BE REQWRE6 BqSED ON Fl0.D SIMMONS WE'�IT`E y�U.AGE OF TEQUESTA, FLORIDA
OBSERVA710NS OF CONSIRUCiION TECHNIQUES OR MATERIALS USfD ON SfIE.
2. REY, pER V.O.T. WMMEN7S 03/O5 15 R w. a � � ��^•<° ��= pAViNG AND DRAIWAGE DETAiIS
t. REV. PFR UPDAlED SIIE PLAN h�O.T. COMMENfS, 02/24/1 �M��^ �+^.��z
9601 Cxpdvy NA'�Swk 3W�Wn! PoYn B�o[�. �bAtlo J310)�(301) 4�9-]818
RENSIONS � °� C� �°�m °� '�°B N°' °wwqq �q' g� �
AG. R.W. t4-114 74114505 �J 1 �
Y.' 163t AMAde[ W�n
COUN7Y LJNE R0. INDIAN
15'%50'XB' WASH ROCK CONSIRUL'TION r" "' " • ° •—• N �� RNER
D(IT. REQUIRED UMIL PAVINC OPERAitON ' Q
— N IS CO►APLETEp I
- - -.-------�_-"_=-='_" =� _` _=�.-_ _"_"_" _� _�_. �_._._�___�_._.�-__._._.� �
' � -- ------ ------------------�----- _ � r
_ _ _ COUMY UNE RQAD I � y
– – – – –�-- �– – – -- $ �
_� � _ �
----------------- �
------ --i __� __ ' �
� w ., .� .._.. -�-__ -„-- ------>-� �
. �
—r—w_�_w—w—w—r—..—r—r—w—r—a—r—w--w—r—w—.. r—�u._.s—�— — — — —.. �—ae>—w—m--�y.. _« _.s—«
� __ r
' � - . 2 VIL.LAGE BLVD. '
—..—..—..—.. ,. ..—..—..— — —o — —°— — — . - �w�.�—.w—..—,.—,._..-
_--_ �.�as:^: Y f '� S ' � t
• �� .. .� - � Y I
-- __ _ se9'42'32'E 225.2 _ _ SILT FENCE (TYP.) ' i SECTION 30, TOWNSHIP 40S., RANGE 43E.
' r — ---- --�--� _ _ = — -----, � — � �or�moN �
I � NOT TO SCALE
ii - � /� i� N
I , � �`I;�I
;� o ■ �����i
I uNrr !n5 uNR �e� � I�i �
I _ _ _ � � _ _ _ _ �. —� � I ( �' 2
I I I(�� I 20 �a � 20 40
� UNR �A4 I I I �i� I
UNR B2
$ I I _ ` _ _ / � — — I I ( il i SCALE �
I I � 2
CYPRESS ML4NOR ' I �FFE I / I I � — ��
ZONING PBC I
MULTI-FAMILY �� UNR �Ai � UNR �83 � �� SILT FENCE
S I � L I '' I � GASA DEL WASH ROCK
. $ — — — — —� — — — — I ( �I � SOL 20NING: Wppp ppST
Z I I� PCD �A STRENG7►� FlLTER FABRIC
� I � I I(�I M IAULTI-FAAi1LY NEEDEO WRHOUT WIRE AtESH SUPPOR!
' uNrt frs uNrc /a+ � lii g �� Fn �cR� ►u� cnr�
SILT FENCE �TYP.� i I I I� b BE ATfACHm TO A 8-INCH (MAX.)
I� � MESH N7RE SCREEN WHICH f44S r
___ -- -- — ( I li� BEEN FASTENED TO THE POSTS �� POLLUTION PRE1/ENTION NOTES:
-- uNrr �Vn � �i ---
I I urur /es I �i s�.ow �sr�oRMwa� ao�un�orr�uri�sraou�o eE�oEVao W r�o u�r
�� i � I f � � I i ��I SIl7 FENCE (IYP.) �-- OR IXCEED F.D.E.P. REQUIREMEMS.
I I / r -- -- / I �I �_. � 2. 'Rt�ACKED�-�SffE O L 7HESIIE 8Y WI DTRUNOFF, OR
� I I I �HER MEANS
I �� J— 10 Ff. iMX. SPACI WRH WIRE SUPPORT FENCE
PROPOSEp SILT FENCE (REWIRED I I I,� _ I I( I� 6 FT. MN(. SPACING MIfTF10Ui WIRE SUPPORf FENCE �� � R �LUDING FlLING OF MONRORING . � S
DURING CaNSIRUC'iION PER — — — — — — — — —
N.D.P.ES./F.D.&P. RE(�HATIONS) ' �� i ( i �li �"--�/ REPOFiI'S AND N.O.T.
I _ J 4.) POLLUIION PREVENfION MfASURE.S SHN.L CONSIST OF, BUT
� I � ------- — � I�i SILT FENGE IN�A � A710N DETA� �+or uuirm To. n�e vou.owiNC:
� L --------- � NOT TO SCALE. A CONSfRUCT WA3HROCK PAD AT ALL POIMS EGRESS FOR
�( I ` I i II� ZL97E$. WASHDOWN OF TRUCK TIRES
� I�� B. CON5fRUCf EROSION COMROL FENCE AND/OR NRBIDRY
�I I ---- __ J� � 1,} 7HE HdGHT OF A SILT FFNCE SHALL NOT IXCEED 38 INCH6 (90 CM), SCREENS AlONO PROPERIY LINES /S NEEDm.
I I I� 2.) THE FILTER FABPoC SWLLL BE PURCHASEO IN A CONfINUWS ROLL CUT TO THE LENGfH C. NO �REA SFWl BE LEFf BARREN OR SUBJECf TO EROSION
� I � I I OF THE H4RRIER TO AVOID THE USE OF JOINfS.
I �, I� 3.) POSTS SFW1 BE SPACm A IM)OMUM OF 10 FEEf (3 M) MARf AT iHE BNiRIFR F' ��pA �TO � BARREN DUW G� QUIRED
��� LOCA710N AND DRNEN SECURELY MRO THE GROUND A MINIMUM OF 12 INCHES (30 CiA). CONST4tUC1WN FOR IAORE T}W� 15 DAYS.
WF1£N EMRA STRENGiH FABPoC IS USED WRHOtJ� 7HE WIRE SUPPORT fENCE, POSf
� I I I �I� SPACING SkWl NOT IXCEED 6 FfET (t,g M). D. O7HER MEASURES AS DIRECTID BY THE ENGINEER OR
,' I I � � � � � �I 4.} A TRENCH SFWl BE IXCAVATED APpRO7pMATE1.Y 4 INCH6 (10 CM) W�E NJD 4 INCHES ��E OF 7EQUESTA
I (10 CM) DEEP ILONG THE L1NE OF POSIS AND UPSIApE FROM THE BARRIER.
I F.FE�28.0 I � 5.) R 5 7HE COMRICTORS RESPONSIBRRY TO CpMPLY WRH
� �� I I I I � �I 5.) WHEN STltNDARD 5tRETIGTH FlL1ER FABRIC IS USW. A WIRE MESH SUPPORT FENCE ALL IACAL, STATE AND FEDERAL POLLUIION PREYENTION
I � UNIT �C5 UNR NC4 I UNR (C3 UNR �C2 / ( 1 �I SHALL BE FASTENED SECUR0.Y TO 7HE UPSLOPE SIDE OF THE POSfS USING HEAW DUIY REQUIREMEMS. FOR AFFECIEp ARFi�S GREqTER T}i1N 1 ACRE,
UNR �CB I I I I � � �� N7RE STAPLES Ai tFAST 7 INCH (25 YM) LONCa, TIE WIRfS. OR HOG RMWS. THE WIRE COMPLIANCE SF1ALL INCLUDE (BUT IS NOT LIMf1ED TO) THE
� I I I I ' � I�I� SHALL EXfEND IMO THE TRQiCH A MINIMUM OF 2 INCHES (5 CM) AN6 SFiAI.L N0T FOLIOWING:
� I I I r � i� IXTEND MORE TFUW 38 INCHES (90 CN) PBOVE THE ORIGIN4L GROUND SURFACE A, pqEpARp'tlpN OF A SfORMWATER POLLUTION PREVENTION
� � I� 8.) THE STANDARD SIRETIGTH FlLTER FABRIC SHALL BE SfpPLED pR W�Rm TO THE FENCE, PLAl1 (S.W.P.P.P.) IN ACCORDANCE WITFi THE D.EP. 'GENERIC
u I — I I I�� AND B INCH6 (20 CM) OF iHE FABRIC SFW.L BE EXiENDED INfO 7HE TRENCH. THE Pd2MR FIXt 5NRMWATER DISCHARGE FROM URGE AND SMM1LL
( ��� FABPoC SNALL NOT DRENO MORE 1TVW 38 INCHES (g0 CAI) ABOVE THE ORIGIWU. ��TRUCi1�N ACiMlla� (D.E.P. DOCUMEM N0.
'� I I I I GROUND SURFACE 62-821.300(4)(A))
I ��i 7J THE iRENCH SHALL BE BACKFlLLED AND THE SOIL CAMPACTED OVER THE FlLTdt FABRIC. 8. SUBMiTTAL OF THE NOi10E OF IMENT (N.0.1.) 70 THE D.EP.
L_ ___ _--______ = _ _ —� � I ( I
N89'42�32�M1 - 150.2B' I I � , �I � AND INSPECfION OF THE ELEMENiS OF 7HE
-� -1` _x- _� =x ='� _�� I I �I
� =Y __JL �Y� I
---�=�-.+� I�I t D. AWNTENqNCE OF RECORpS INSPEC710N REPORiS. N.0.1.
I� ( I �� 48 HOURS B£FORE DlG6/NG S.W.P.P.P., EfC.) �
SIIT FFNCE (7YP.) $ Ip ( I I� �� �' ��
n 1 & SUBMIfTAL OF THE NOTICE OF TERMINATION TO 7HE D.E.P.
I I +� 1-800-432-4770 AT 1HE CONCLVSION OF THE PRQIECT
� I I
� �I UND�£RG� NO �L/T/ES
� I � ( I �----` � I �i N07/FM.4170N CEMfR
V�L
CIPRESS MANOR g I� I �- — — — — — — — � � ' I�
ZONING: PBC b `�____�_.� - � I�
MULTI-FAMILY Z I� � � � BEW'1 ���7IO
1 _ �'_______ ____ ====;1
Nes42'32"w – 75.00' SECi10N 30, TOWNSHIP 40S., RANGE 43E.
SIMMONS WHITE yILLqGE OF TEQUESTA, FIORIDA
� � � � � "�`� �"' POLLUTION PREVENTION PLAN
1. UPDA7ED UNff /'S. 3/24/15. R.W. •«•�••••�• �irnw"ca'w�`
CASA DEL seai c«wp�. w, zoo.wa� vae� e.an. Fla�m uw�.(wt) ue-nua
SOL ZONING`. RENSIONS � � � � � ���� 74�4508 &� s� � �
Pco tia. R.W.
YMVlacnn rurs�aouuHlnu��asow.a Wiau<:fowa c.obmwyn
COUNIY LINE RD. �N�
STANDARD WATER AND SEWER N �� �
r ~-� ~ H-N-A SEPARATION STATEMENT _ o
EXISTING M.M. (io wEMAIM)� y-M1-N-M-ry-M � n w n + I 1. I�W OR RELOGTED UNDERGROUND WATER AWNS �
_ = M7LL BE WD TO pRONDE A NORIZONTAL DISTANCE OF
�- ---^-".-^- \ a-�-•-�-•-�-�-.-.-a-�-�-.-,.-,.�. AT IEA5f THREE f'EET BEIWEEN THE OtlISIDE OF THE
^� WA7ER MAIN AI� THE OUi51DE OF ANY IXISTINC OR
�-----------------�-�--
�~ ~-~ ~ t PROPOSED VACUUM IYPE SANRARf SEWER, STORM
--------------------------------L---------- SEWER� SfORMWAIER FORCE YNN OR PIP0.1NE �
COUNIY UNE ROAD � CANNECT TO EXI511NG 12" W.M. �INENNG RECWNm WATER REGULATID UNDER PART � �
D(ISTING SIGN (TO REMNN) = W/ 72'X8" TAPPING SLEEVE k �A OF CHAPIFR 62-61Q, FAC.; A HOPoZONTAL
- 8" O.V. /1_0 SAMPLE POINf �t �
- - - - - - - - - � - - - - � i -- - - - QUTSIOE OF WATER AW �D OUfSI�E �
ANY IXISIING OR PROPOSED G Vf1Y IYpE SANIT
�`_______ _______ s SEWER (OR A HORIZOMAI DISTANCE OF AT LEAST
-- -- i --- 8'XB` TEE, G.V. i2. F.H. /1 EXISTMG 2" GM. 7F{(� �7 g�rEQ� 'p{E OUTSIDE OF THE WATER �"
EXISTING 2" G.M. � � e _, REMAIN) NAIN AND 1HE OUTSIDE OF M1Y p(IS11NG OR �
(TO REMN� - •• •• ••-••�'••..-••-•• PROPOSED GRAVIfY IYPE SANRARY SEWER IF 7}IE
--- � ~ ~ ~ � � EXISfING 72' W.M. BOTlOM OF THE WATQ2 MNN WILL BE WD AT LEAST
EXISTING 12" W.M. �� � c __ �_; ' {°_� _-- -� ��(TO REMAIN) SIX INCHES ABOVE THE TOP OF 7HE SEWER)• A NLLAGE BWD.
(TO REMAIN) �.. ..-..-..- . � '"-°- - � �. :., •�� T�"-�-�-�-�-� HOf21ZOM'AL DISTANCE OF AT LEAST SIX FEET BEfWEEN
. ,,,:_ : �s:^.` . � .. I �.•��. t { s 1HE OUTSIDE OF 7Fff WATER MNN IWD THE OUf51DE
---- 620' TO SOUIH FEDER�L GHWAY (OiHERWISE KNOW AS US HIGHWAY t) OF ANf IXISTING OR PROPOSED PRESSURE IYPE
• � ... ,� SANRARY SEWER, WASfEWAIER FORCE AWN OR
_ _ _ _ S89'42�32�E 225.2 Z � I EXISTING CONCREIE PO�E PIPELINE CIXiVEY1NG RECWMED WATER NOT SECTION 30, TOWNSHIP 40S., RANGE 43E.
� - - (TO REMNN) REGULAlED UNDER PNif III OF CW�PIER 62-810,
���I �� ,,- � � - - F r�'e""Env ° ��`r, TME� o � w � �N �wo" L � T ro��ru,E�
� °� \ � � I � �w. raars oF �wr ExisnNC at atoaosm •a�-srr�
SEWAGE TREATMEN� AND DISPOSAI. S"(STEM.` N
( \ \ I I ` - - - - - - -0 � I 7HA� LLCROSS ANY IXI5fINGGRORND W �MAINS
- - - �f - I� i SE�V/E�R WI�11 8E WD � E�OUTSI�E�7HE WAIER
� II� I MNN IS AT LEAST SIX MCHES ABOVE THE 07HER
� T. 6F 8' D.I.P, W.M. 20.8 I� t PIPELINE OR AT LFASf 12 INCHES BELOM� THE OTHER
PIPELINE; NEW OR RELOCATED UNDERGROIXiD WATER
� P OF 72' P.V.C. 2.2 �I I NpINS TF{pT Wq.l. CRO55 ANY IXISTING OR PROPOSm
� UNtT /AS � / UNR �'81 I I�� ( PR6SURE IYPE SANtTARY SEVtER. WASfEWATER OR
Sf01tA1WATER FORCE MNNS. OR PIPELINE CANVEYING
I ______ � z RECWMED WATER WILL 9E WD � 74� OUl'SIDE OF
8' D.I.P. W.M. (1YPJ ' I � 7I# WAIER AUIN IS AT LEAST 12 INCHES ABOVE OR
(38' MIN. COVER-1YPJ I �j i BFLOW 7HE OTHER PIPELINE. 20 10 0 20 40
I 3. AT iHE UIILf1Y CROSSINGS, ONE FULL LENGfH OF
' � I ��EX�STING 10° F.M. (TO REAIAIN) W� M4N MALL BE �ENIENED AB04E OR B0.0W
g � � µ / UNff #B2 I Ili I Ex�STiNC � 2" C.B.S. WALL (TO REMAIN) 7►{E OTHER PIPELNE SO THE WATER MNN JOINTS WILL SCALE �N F'EET
BE AS FAR AS POSSIBLE FROM THE OiHER PIPELINE 1'�20'
I I � e OR THE PIPES N%LL BE ARRANCED SO 7FIAT ALL
� ---- I ----- I I � WA1ER MNN JOIMS ARE AT LEAST 7HftEE F'EE7 FROM �
ALL JOINTS MI VACUUM IYPE SANRARY SEWERS.
I � A' BUILDING 'B' I �� ° 5fORM SEWERS. 5fORMWATER FURCE MMNS OR
CYPRESS MANOR I KF,E 26A �Z� / F.F.E. 28.0 �� 1 PIPELJNES CANVEYING RECWMm WA7Q2 REGULATW 57-4' MH. NANHOLE NUMBER !WD IYPE
ZONINC: PBC � I II � UNDER PARf III OF CHAPfER 62-610, FAQ, AND AT
� U.E. UNR �83 I I� " LEAST SIX FEET FltOM iHE JOINTS IN ALL GRAVf1Y OR 19.5 MANHOLE TOP E1.EVAl10N
MULTI-FAMILY y� UNR �/13 � L_ � I
0 I e� PRESSURE IYPE SANRARY SEWERS. WASTENAiER 16.0 IMNHOLE NJVEftf ELEVATION
175� WATER METER, 2" R.P.Z. W/ 2' WATER L1NE � ----- �� � CASA DEL fOftCE IWNS, OR PIPEUNFS CONVEYYNG RECLNMm
I SOL ZONING: WAiER NOT REGUUTED UNDER PARf NI OF CFMFTER
� ---- I I � � PCD 82-610. FAC. � ' SINGLE SEWER SERVICE W/ CLEpN-OUf
� 4' D.D.C.V., 4' G.V. /7 / I� n 4" D.D.C.V. W/ 4" D.I.PT�FlRE 11HE �- �R� SEWQ2 uNE dt MANH6LE
+• D.I.P. FlRE tlNE 70 � UESIGN �rtMmEO, � �NR l,�2 � #� � d POTABLE WAIER MAIN COLOR
INSULLED AND CEKTIflED BY LICENSm FlRE � 4' D.I.P. FlRE UNE TO BE D61GN, PERMffTED, FlRE FiYDlW1� W/ G47E VALYE
sa�N� co�r�crors ax+• �, 4 ' G.V. /4 INSTALLm AND CERTIFlED BY LICENSW FA2E CODING REQUIREMENT
F.D.C. 4'-�. g�D ------ I� SPRINKLER COMRACTOR A1.L WA7Q2 AWN DUCiILE IRON PIPE AND PIPE �� WATER SEfiVICE. WATER ME7ER 8 R.P.Z.
�2 REAIO'VEABLE EXISTING 8" C.B.S. WALL (TO REMAIN} ---- I� �" WATER ME(ER, 2' R.P,Z. W/ 2� WATER LINE, G.V. /3 �NfS SHALL 8E PAIMfD WffH A 4" M70E
W � ��� ��_, �L� CONTINUOUS BL.UE LINE iHAT RUNS PARALLEL TO THE
�y� �w� EXISTING MH. �Ai �/I -8"X4' TEE, 8' G.V. /6 AXIS OF TME PIPE AND 7FIAT IS LOGTED ALONG 'fFiE �- WAiER LWN R CATE VALVE
RIM EL=79.73 UNR 'I 8'%8' TEE, 4" G.V. N5, FH. /2. 0 SAMPLE POIPR /2 � OF 7FiE PoPE
� ����- F.D.C. MPROVEO PAINT: INDURON. AQUANAIJf 5082 ALASKAN
TO BE PUCW �� GATE VILLVE de D.D.C.V. ASSEIABLY
INV. E1..=14.93N
MIN. FROM MH.) INV. EL=14.83W � � '�� 8 SEWER LATERAL O 1% MIN. SLOPE. INV. 21.5 {WJE Cd1T. 3 MILS DRY FlLM THICKNESS APPLIED
INV. E1=14.73S � 12' U.E w
IM/. EL.�15.1E I tNSIDE DROP MH. - �199'-8' PN.C. O O.�b% WRFI $' NAP MFDIUM ROLLER)
EXISTING S" V.C.P. PIPE 24.8 I � �I S1 ' MH. ALL WATFR MNNS SHALL BE NARKED WITH ONE
17.BS
51'-8' P.V.R O O.SBx 15.4W " I L ---- -- J� I I � 16.8 COUED TAPE IMPRINTED WRH � ttJC �HICH
30'-8' P.V.C. O 0.87% I � � LE�IERING READING 'CAllIION - POTRBLE WATER LJNE
EXISTINC, 5' CHAINIJNK FENCE � I I
1� � I BURIED BELOMr. AND LOCAIED APPROXIW1El.Y 7WELVE
(TO REMAIN) ��• �q.�, _ ' �I (12) INCHES ABOVE 7NE CROWN OF THE PtPE.
24.8
� _ _ - _ I
17.9E I I �___ I� _
77.SN - - - - �
8' SEWQt LATEP.V_ O 1x X � I �� �
MIN. 5tAPE, MN. 27.5 ---- I� 8' SEIYER IATERV_ O 1X MLN. SLOPE. IMf. 21.5 �+
V � "A � BQT. OF 1 WATER SFJiVICE 21.8 1.) ON-SRE SEWER LA7ERALS ME PRNAIELY OWNm AND
4"-�,S' BEND
� �� TOP OF 8' SANRARY SEWER UTERAL 21.3 MAINTAINED.
8'X4' TEE. W/ 8" TMPm PWG . 11f' POLY. WATER SEfMCE W/CORP.
80T. OF 18' R.C.P. 19.8 1�1 2.) CONfRACfOR TO flELD VERIFY LOCA710N AND DEPfH
TOP OF 4' D.I.P. W.M. 78.8 �� I WATER SERVIQE TD I ���,� ���� � �P � S/4' WATER METER. 71S" R.P.Z. W/ 11¢' WATFR IJNE OF ALL IXIS71N0 UfILITIES PRIOR TO CON5fRUCfION AND
8'-90' BEND BLDG. BY PLUMBER 4' D.D.C.V. W/ 4" D.I.P. FlRE LINQ G.V. /8, � SAMPLE POINT {�3 NOTIFY ENGINEER Of ANY CONFLICIS. R SHALL BE THE
BOL OF 18 R.C.P. 19.8 I I � I � � � -- � F.D.0. COMRACiC1RS RESPONSIBILRY TO COORDINATE ALL
TOP OF 8" P.V.C. SMlRARY SEWER 9.0 ,$� � 7Xt' WATER MEfER. 2' R.P.Z. W/ 2' WATER LINE IXISfING UIII.ITY LOCATES. SUPPORL RELOCATIONS AND
BOT. OF 8' D.I.P. W.Y. 21.0 I F.F.E 28.0 �, NOTIflCA110NS REqUIREO WI7H ALL APPLICA8IF Ufll.1TY
TOP OF 8' p.VC. SANRARY S 79.1 I� I UNR �CS ' IHJIT �C4 UNR /C3 I UNR 2 � I� 4 O.I.P. FlRE LINE TO BE DESIGN, PERMRTED, SERVI(� PROVIDERS.
� UNR /CB I I BF�I26.� I� I UNR pCt / 'ii S��K��D�W BY IICENSED RRE S.� Vl IXlSTINC 8' SANRAfCf
� � I I / I I ��I 4.) IF DURING PROPOSm CONSRtUCT10N/CROSSING ANY
J i �I EXISTING P.B.C. STORM DRNN PIPE/STRVCNRES ARE
�i� - �I AFFECIm IN ANY WAY P.B.C. R8B f�QUIRES fUIJ.
1 RESTORA710N OF 7HE AFfEC7ID SYSfEM TO LHCE OR
. I � - - - -- - - - - - - - - - ---p I I I�� BEl'fER 1}1EN IIKE CONDIfION AND TO P.B.C./F.D.OS
'� STANOAROS.
� I I �� EXISTING 12" C.B.S. WALL (TO REMAIN) 5.) IF (�UNIY LINE ROAD I.ANES ME AFFECIED FOR ANY
' �� �� � �' ��(COMRACfOR TO VERIF'( IX. WALL REASON DURING CONS�RUCfION, P.B.C. RkB M7LL REWIRE
N89'42'32'1Y - 150.28� I I� CONSfRUCTION dc CONDRWNS THE LANES BE RESfORW TO LIKE OR BETIER THEN L1KE
_x _..x .� _.x _ =x =� =_=-Y=' I PRIOR TO CONSfRUCTION AND NOTIFY CONDtTiON AND TO EQUN. DIAIENSIONS !S 1HE MJACEM'
-'L -x Y= � � � - IANES� MN. 50'.
�� �� II I I � �j ENGINEER OF ANY ISSUES) � Ev�uw
� I �I sr. t+�' .��vmv tm�nxs 6.) IF P.B.C. SIDEWALK/PATIiWAY/C8G/AND OR A�A
�� ��� ( III ' ( I� 1-BOO-432-4770 FACIUfIES AFtE AFFECTED P.B.C. RdcB WILL REWIRE
I I �I y �. Sq �. �� RESTORATION ONE PDDRIONAL FIAG IN EITHER DIRECfION
� I UNDERI',RO!/ND U77U7/ES FROM THE POINf OF CANSRtUCT10N MID TO BE L1KE QR
EXISTING 12" C.B.S. WAIL (TO REMAIN) � �I NOT�f7GATroN CEl✓IER BEfiER 7HEN LIKE CONDRION/F.D.O.T/P.B.C. STANDARDS.
EXISTING 5' CWVNLINK FENCE (TO REMAIN) � �� I ---�- � �I
CYPRESS MANOR p �� L " ------' J I �I
20NING: PBC La �I
MULTI-FAMILY z I) �
'-=_--____ --====a- __� BELLA VILLAGGIO
N89'42'32"W - 75.00 3, �Pa� u�r �•s, s s4/�s, R.w. ee SECTION 30, TOWNSHIP 40S., RANGE 43E.
°h � SIMMONS WHITE VIILAGE OF TEQUESTA, FtORIDA
2 REK PER P.B.C. COM EN15, 3 23 15, RW.
EXISTING 12" C.8.5. WALL (TO REfAAIN) 1. REY. PER V.O.T. COAIIfifl7T5, GRAVIIY SEWER AND .xu...eu. � � . �.�. iva
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CONSTRUCn�N h CONOmONS CASA DEL
PRIOR TO CONSiRUCf10N AND NOTIFY SOL ZONING: °� °� � � � � � � � �� �
ENGINEER OF ANY ISSUES} PCD � AG. R.W. 14-114 74114507 7 � 1
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BELLA VIU.�IGCa�O
SECTION 30, TOWNSHIP 40S., RANGE 43E.
SIMMONS WHITE VILLqGE OF TEQUESTA, FLORIDA
"•�..`.�•• � •,.••�.• � • � •�•.. �"• SANITARY SEWER PROFlLE
seo� ce.�. wer•swa ��Pdm B�ocA FbNe 33b)�(%1) 4I8-)B18
REVISI6NS DE9CN ORFNtI CIF�C1�9 AiRlOVED M7E �ae xo. OR4/WC N0. SNFET oF
ac. R.w. �4—�u t+u+�e 8 11
rawm�wn rumuouvul��uiaoae.svwm�s �¢uuaaaa�w�,e
• - - - - -- - �
��n eox ,wo MEnn er Nuace <rn•) A A �
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OPERTY lME � t• SERwCE uNE F Ba0N1E9uLVN.VE � O O �
(1•.11?ORT� B�C16LO�VPlEV@1100.
0'/Pd //''��''
tY MW. ��+� / �
BOX At MEIER BY NLLM.E AMCtE STOP (T1'F) �
PR�T LI�qT PA�EMENT SIN • RVIC ; / B B
r+�ov�r+rr � � �
uwe <m�
a
� anor�aw.va� i• �e�ss uNe
iz• iz• r�itn w[me �r.+uraari
r«eo uae-s3 � mpa i' u�rt PLAN
WN. MIN" � BRANdi PIECE 1' R.P. OENCE
yp� ��� 3/4' OR 1' MN. SERNCE 4NE w� - 1YAlER METER rrpg � y CAIE
PADLOqC WINGS Pd.YEIHYIENE TV&N6 � 1' SER�ICE LINE �VALVE �
4 �� _ U.I. SPOOI PIECE C127
I SHORT SERNCE i ONLY 2 ZS � BR01�Vi�V.LLVE�eWt (�0.80W FLC./FLG.
(P.11?ORrJ
<
CEN7ER k S[,�. µ« � MAIN R� DOUBLE SERVICE ; O
ENDS (7YP)
I I SIRAWER 3 �
0' 41N BAp(ROW �
� DOUBLE SIRM TAPPINC PRE�ENIER
SADDLE - �WNA (Tl'P) BROxg&41VAWE
Fdt M13TAIJ.AliON OF SERNC6 f1'.1tYCORZ7 � /� G[161DWf%�.BJfOR ` FlNISIIED CRADE
VNDER E%ISliN6 PAF£NEN7, INSTALL �.) \ / //
GNLVANIZED 516EL CA9Np _ ' /\ R SECTION A-A �
(Y MIN.. 4' NA%.) qi SCH. M PVC ��E S1RM SADDLE �Y BRANCH
(CIX2PORAl1ON STIX+ AElE0.NbAElENBd!
IS REQUIRm) - 2 47�VKVE3 UNpN (iTP.) O. S. R Y.
_ � /- GAlE VAL�E (1YP)
2" SERNCE UNE �p�y UNIFLANCE
� �� qE4VMCE 1Y D.1. �OOL
90' O.i. FLG/fLC
�fQ'ff�` � a , ELBOW 96' D.1. FlA/FL6
F1HOW
1. SUfCESS1yE TMS INTO THE WF1ER MNN SHqL� BE SPAf:EO A NRNWY OF CORPORA110N STOP (TYP) � �-0
18 MART. TAPS SPACm BETWEEN 1B' TO 48' SNALL BE OFhSET 1D EApi -
SIDE OF 1NE NNN. OR OFFSET 15'. �. � ��� ; INEfAOMMNlI tIENCV91ME11
2 MEiER BoX SXALL BE SET TO CONFORM TO FlHISHED ORAOE AOJACFNT TO
PROPQtTY LINE MEiER BO% SX.tLL NOT BE PIACW IN 90EWPLN OR DRIVEWRY D.LP. (TYP) BAp(Fl.OW ��
AREA4 SERNCE LINES SfALL NOT BE PLA� UNOQt �RI�EN'AYS ppEYENIER
3. IUBWG TO BE POLYETIIlENE fM/1SHm CRME
O ADR � SERVI \
4. ML 5/8' & t' MEIEqS REpURE q 3/4' k/' LOCKNlG N07ES' � � ia
ANfXE ME1ER VALVE RESPECT�£�Y.
A 2' METER REqVfRES BY-PA55 . �� .
e. aM�s�aa •n• - r£s`e• �mt) tvo7ES: �. w. wv�NO �s u�ha sze SECTION &B
� 8' 1 METER) 1. AUTIIX212m $ERNCE IINE MATERIAt SXN.L BE POLYETMYLENE TU&NC. 2• kL PIMNG IS BRASS M1TH THREADE� FllTN05 NOTES.
_ � C �S
). YA10Y11M $EpNCE LENG7H 13 100' TO I�Tp2. 2 MULTiPLE SERNCE/IAEIER INSTALLATONS OF MORE MAN 1 METERS PER 3. iM15 DETNL IS ALSO APPICABLE TO 3/8' ANO S/4- �� ��� �D FlTfINCS 9HAlL BE CLASS �50 WCTLE IRON CEYENT LWEO.
SERNCE AND SERVICE LMIES IARGER IHAN 2' M OIAMETEq $HAIy gE SfRNCE N1iQiE A BACXFl.OW PREVEHTION OENCE IS REQUIRED 2. MEp1ANiCAL JpNT FlTIING$ SHALL BE REQIAREU UNOERGROIIND AND iLANCEO FlTMICS FOR ABOYE
HAHDLEO W AN MIDINWAI. BI49S CROUND �g.
• 38' MW. IN STAIE ROAp P/W 8 UNDER ASPHALT J. PNNT 7!£ ENTqE P80VE 4ROUM3 ASSEMBLY, Ml ACCORDANCE NI1M T1E
S. NO FlTIINGS BEIMEEN CORP. STOP G ANQ.E VALVE OR CORP. STOP k'Y NLLAfE STANDMDS. DO NOT PNNT OVQt NAME/SERIAL PUTE Oft BRR55 FlTi1NGS
6RANCH Fpt MULTIMEIER IMSTNLAl10N5. 4. �I�PP 8Y PI�� p�pE JAC%5 AS APPRO�£o BY NLLACE, fiItACT LOCAl10N TO BE DElER1IINE0 IN TIE
S THE CONIRACTOR SHML SWPLY AND INSTALL TXE BY-PA55 MEIER �SSEMBLY.
VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS &DETAILS VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS &DETAILS VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS &DETAILS VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS &DETAILS
REVISION 7yp�CAl SERVICE CONNECTON (UNDERGROUNO) PAGE NII REVISIIX�I TYPICAL SERVICE FOR PAGE Na REVISION PqGE N REVISION pq,� Ns
MULTIPLE 5ERV10E5 1'. 1 1I2" AND 2" METER SERVICE AND FIRE LINE ASSEMBLY
5/8", 1' OR METER �� (T40 OR A10RE) DZ (ABOVE GROUND) D3 D5
CpJCREIE METER BO% 1REAOED PVC PLUG
INTO VAIVE
w/ TItFFFlC iYPE COVER ~
FlNISHEO CRADE 2' BRONZE 9NCLE IEVER
BALL VALVE •
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N07E" O i.�B VAL4FS SHAIL BE NEPT CLOSED EXCEPT FOR FlLLAl4
SAMI'LE PdNT SNWLD BE A SERNCE LINE OR F1pE NyDRANT FLUSNMC AND BAC�ERIOLOGIC.LL lESTINQ PURPOSES
IF P06518LE
PLAN 2• A1K1 (OR WPolIG BR6S11RE/LEAKAFEEDI� LORINE SOLUl10N5.
3. THE W1M.'E $HALL BE NOTIF�D BEFORE FILUNC ANO FLUSHMO. YAlYES ON
NOTES: FJp511NG SYSIEM AI�LL BE OPQtAIEp ONLV BY NLLAGE FEft50NNEl.
1. CALVANIZED MPING AfID FlT11NG5 g1ALL NOT BE USED ON 7E4Pd2ARY OR GERMANENT BLOWOFFS 1. PFIER 9AC1Qtl0.0INCA1 CLEARANCE. VALVE ND. Y IS TO 9E
IEFT OPEN MITHOUT A VN.�£ BOK
2 1ME MAIN SHPLL BE MECFNJi1CAtLY RESSRNNE� MI ACCOTDAN(� yI7X 7HE 4ttUCE $7iW0AR�S TfE 5. PRESSURE lESf PVMP tbNNEClS TO SER�I{Z LINE OW BLOWOFF.
NUMBER OF VIPE LENGIHS 10 BE RESIRAINm SNALL BE PER T1E MANUFACTURER RECOMMENDATON. Hp Eyipq TMS ARE PERYITIEf) UNLE55 MPROVAL NAS BEEN BY TIE NLLAGE.
VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS & DETAILS VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS & DETAILS VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS &DETAILS VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS BcDETAILS
REVISION PAGE Na REVISION PAGE Na REVISION PAGE Np REVISI6N PAGE Na
SAMPLING PpINT (ON MAIN) D6 SAMPLING POINT (ON Hl'�RAN� D7 TYPICAL 2' TERMINAL END BLOWOFF D8 DOUBLE VALVE DETAIL D9
B�� V��GG�O
SECTION 30, TOWNSHIP 40S., RANGE 43E.
SIMMONS WHITE VIt1AGE OF TEQUESTA, FLORIDA
1. DETAILS A�DED PER V.0.7 COMMENIS. 2/24/15. •�•�••••�•• � i�;;� eb: � •�•`• �••• WATER AND WAS"TEWATER DETNL.S
seo, c�me�e'. wa�•sw. zao.w... ram a«n. Fw�a, s�,o>.cse0 .�aasae
REMSIONS DE410p DMMN C1ETJ� APPR01F0 M7E �IOB M0. DRNYINO IID. &IFkT OF
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° B . coNCaEre caurt FrtTING IYPE 1' C 8' to' i2• PI xo' 24' ao' x'��z• �e'
aa Noro2. axo �a 20 4D Jo 35 IS st ez se 11z fza iss
'� I6' NORR. BEND 6 B 11 1S 16 fY T2 YB I1 �8 S1 56
MEp1ANIC�I JOINT lEE E%ISTNO diWND OR ROAO BASE yl,g �Q, gQq � { 3 B ] 9 tl 1R 10 �2 Y 3'!
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� 4\� pp 41 53 6{ ]4 pS 115 13t 214 21E 2]8 .1M
VMIES �� �R 7 10 13 16 f9 25 W 35 3T 66 ]4 !]
%PINQ TO BE YECHANICAL JqN7 RESTRAINED PLAN i8 . � � q6MNMNC BACKFlLL PUCEO �
� •/ AND CONPACTm PER APPROPRIATE N „ �. � 14 tY 14 90 M Sp y Sp 9p 102 It4 tPE
SPEGFlCATONS (J-t/2' MAX 52E)
MNEN 36' OF COVER IS REOUN1Ep �� � 3 4 E ] 8 10 f2 13 2J 2f 71 J4
TiE REYAItpNG BACKFlLL INCREAS£5
TO 24 OF DEPIH.
6 A 1S 1� 1] 1p 23 TJ 13 4B 66 60
CAST WON C04ER MMKED POUR CONCRETE CdlAR TO - / T25 YEfiT. �
4 1/Y PUNPER NOIILE . CRApE iN SODDED AREAS - � � t 2 4 ♦ 4 S d ) 11 13 iS 18
FAqH6 AS DpiECIED. AND TOP OF PAVEIIENT J 1 6 7 B Y 7f f3 2t 24 T/ ]0
TN'O 2-1/2� HOSE NOZ2LES �t 2' µJ! CRANl1LAR BACKFlLL PLACEO Wp(,n
; \\ AN� COMPACTEO TO MMIIMUY tUOx 11.ri' YEIR, �
GROUNO OR •, `t: + li . 12 12' Oi MA%IMUM DEN515Y. I�IY MUL SRE� �T � 1 1 / 2 R 2 3 3 8 8 ] 8
PAVEMFNT SURFAQ � u -
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S-1/1' C.I. RUJIISTABLE V�4.�E : � BEWIN6 4AlERIN. 8�C � Yt 35 _ _ _ _
eoz �wsroE scrsEw rne) ax • ie x a - - - - - -
vr�� sernNC ' '� - - - - - - - - -
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?< IR'1( � l3 ]0 N 51 6p
5,y y 4� MM- ( � H 1!'R • i 26 41 35 8] Bp _ - _ _ - -
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� 24X • f t6 J{ 49 82 06 108 12p _ - _ _
'R Y 30'I( 1 1 ! 4B M 5p 61 106 IZ/ ZOp - - -
8' D.I.P. NOTES: 36'lt � 1 1 R2 39 S4 Bp 10.1 124 20E 210
' {2X � 1 1 15 J3 IB l7 �OD f22 �5 23Y 2]0 -
i. BE�OINC MAIEPoq�, g{µL CONyST OF M-91t1 GRANULM MAlER1Al - i/2' y�( • f 1 ] 2l N ]3 p7 iS0 ROS 2J8 2QY 2pp
NAX. SIZE. UNSUITABLE M-SIN MATERIALS SUCH RS MUCK, DE8R15 AND
LFRGER ROCK $ryA{y gE pEyOVED. e'% � 13
� UNDISIURBED SWME NUT 2, lf� PIPE SnALL BE FVLLY SUPPORIED FOR ITS ENTRE IENCTH NiTH e'It / Js 25 _ ' _ _ _ ' ' _ ' _
� APPNOPRIATE CqAPpCT1IXJ UNDER THE PWE MAUNCHES 10�t • S] 43 R4
CONCfiEIE THRUST YEpIMNCAL 12'It � TI B6 N 41 - _ - _ _ _ _ -
BLOCK ( TP.) JpNT VALYE-\• �. NlSTK Ai10N IS � OYEO BY Tti NLLAGE�• UNLE55 F NET IRENCH qFD� tEk • OB 90 '!8 ]0 45 - _ _ _ _ _ _
� 10�t i 113 118 IDl 1� BI 16
4. BACKfILL SHALL BE FFEE pF UNSIMTABLE NA7ERIAL SUCH AS URG'ER RlRNMJ 24'% � IA6 1M 13R 1]1 11f BR IS
1. HTDRANT SNhi.L � INSTALlEO PLUMB .1ND 1RUE ROqC. MUCK ANp pEBPoS - -
2. i!� MOOEL ANp O�Lq2 NYpRANT SNN1 BE PER NLLAOE - J0�1( � 20B 20t 19) 1!6 1�] 15S 118 ]S - - - -
ppqp�7g, S. ALL NORK AIALL COMFORN 1D STAIE OF FLOPoDA TRENpI SAFgTY ACT. � ]8'% • 2/3 !36 233 Y26 21] 199 1!B iS5 74 - - -
u'x • x�s z�o xu zse az sx sii ias iss n
3. VM1LVE 9fALL BE PL�CEO Ap,��ryT TO MMI. IiED i0 IEE. • COyPACT i0 tppi 11NDFR WS71N6 d[ PROPOSED ROADS. CO4PACT TO Ip'1f f ]Ql tpB 2it 2!p T&S �!9 219 YM 1!3 131 ]t
4.ANWOR lEES ARE PERYITED. B5X ON ALL U7MER AREA$ lRlLE53 NOIED ELSENHERE. �@
�` i. 'l1E WU W 71E lH01E T/BLE Ni£ etSFD UPoN TIE FDI1qMIG M6fI1tAlW WIqIIIpG
6. ALL HYDRAN75 SHNl BE lEE'D OFF OF MARlS VALVE NUT EXTEN90N 5 REWIRED ON ALL VALVES W17ry Mpp[ 7H�ry 36• pp gq� rypE-yyq lESf pqESSI1PE-typ p,al/Rpp pA pEPix p� g�Nry�T
COVER. E%TENO NUT TO YRTHIN 18' OF VP11rE BpX PoM. 11�ENCH iYpE-y 51FEtt F�ciOR- f.5 VEp1Mµ OiFSEf-3'
IR81UM PIPE L�IUIN AIONC iEE RIIIY-6'
� .�'DR SHALL NOT BE PI.ACED kl 9DEWAI.KJ. ROADWAYS qt 2 THE PE31141tfD PWE I�If:lxs )PPIY TO wC1YF MW NiD PVC P�E
BIKEPA7XS
a ru ,arm eEr�w wr�e .va �nrn mms siwL ee �srws�o.
s. RFSmNKD vsc uwons MPLr ro wc oN emx mts aF VAL�ES uq m�vas.
VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS &DETAILS VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS &DETAILS VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS &DETAILS VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS & DETAILS
� TlPICAL PAGE Na REbiS10N PACE Ns REVISION PAGE Na REVISION PAGE Np
FlRE HYDRANT ASSEMBLY D10 'fYpICAL VALVE SETfING p�.� TIPICAL TRENCH DETAII D12 MECHANICAL JqNT RESTRAINT REWIREMENTS D13
20' pP YIN. CAS NECE$$AR1� yy
1, O 10'-0� ApJUST MiIH COUR$E(S) OF BPoCK ht� o K
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WCIiLE IRON PIPE 3 .'�'�ET
AS �+ECESSARY N � .�
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� UNqSNpgm FEET PER SECOND k! THE %PE. MAINS MAY 9E p1HER
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b �" 2 INSTALL A w5• BEND �NO q550CIAlE� PIPINU AS SHOMN TO pRECT
o TIE FLU9NNC WA1ER AWAY FRW 1NE IYMFDIPTE WOftK AREA AND
EXERCISE WE CARE SO AS TO Q15URE TH�T 7HE WAIER USED IN SEE M+ICAL 1RENCH DETAIL
FMISHEp GRFpE FLUSHklO DCES NOT C�USE A NUISMlCE OR INFl1CT PROPERTY
DAMACE.
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S BENDS AND %PING SFIFLI BE TIE SpAIE g2E AS TNE UryE TO BE
PRECAST CONCREIE CONCdTitlC SG2EW-OF! PVC Sd1. 00 hlUSHED.
NANHOLE SECIiq! OR BRASS FlTTNC
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��: 1' dECK VAL�£ NR RELEASE VALVE
PER NLLACE STAND�ROS S. NO E%ISTN6 YALVES SXNJ. BE NRNm ON Oft OfF, IXIYPT BY
1. SfQRM SEWEp. GR/M1Y WASRM'A7ER AND RECIM/m WA7ER MAIN CROSSING UNOQ2 POf�BLE WATER Y�INS 1' CORPIXtATON STOP . . AUTIORIZED VIU.AGE PERS'JHnE1. 1. FOR ASPHALT DRIVEWAIS. 1HE SIBBASE SHALL BE e' MW.
StW-L BE LUD TO PRWIpE A WNYW VERTICpL q$7INCE pF EM.M[[N 18) INCHES BEIWEEN 1HE IHYERT 6. FLU9NNG SHALL NOT BE ACCdAFIISHED Yi1iHWT Trt ACNAL Pfi6ENCE
OF 7ME UPPEN PIPE �1W 7HE CRONT! OF THE LO'MFR PIPE WHERE TipS UN $EPARATON CA7AIpT BE 1 BRONZE OR STMNLE55 pF 7ryE NLI.ACE.
YVMNNE�. 7HE CROS9N6 SkMLL BE ARRANGED 50 7W1T TIE SfORMM'ASfEWATER/KCWYEO WATER PIPE DOUBLE STRAP A STEEL FlTIINGS
JdNTS XID POTABIE WATER IWN JOIMS ME EWIDISfhNT FROtl 7HE PqNf OF CkOS51NG Wfl}� Xp L[55 TM%NG SP➢IXE �, q�p 7ryE �JNE UNOER CONS1RUCTION HAS Bl2N 9UCCESSFULLY
TFUN lEN (10) FEEf �IWEEN pNY 7Wp JpN15. eoTF1 ppES gNpLL gE D.I.P.. AND THE WNWUM VERIICPL fl,USHEO TNE CONIRACTOR SHRLL REMOVE 1HE 7EMPIXtARY PIPINO
SEPARMI(MJ $NAi.I BE B INCHES. WHERE TNERE 5 NO AL7E7ULl7NE TO $TfM11�W/SfEWAIERIRECWMED ARRANGEIIENT AND PROCEEU YAM iHE REMAINING CONS1RUC110N AS
WAIER RPE$ CRJSSING OVER A POT13lE WATER 44N. 7HE CRRERV� FOR IqpyN1M 78' VFRTIf`JJ, $EPIpqTpN SPBpFIEO.
BEIWEEN UN6 M!0 JWJf ARANlGENENf, AS $TATFD ABIX'E, SWV,1. BE REp�pRED, M1D BOTI PX'ES SINL� � A4 REBAR O 12' O.C.
BE D.I.P. ��INE pF $EpK7A7�pN. D.I.P. IS NDT REQUREO FOR 5fOW1 $EWEq$, Sf�NDMO PRECAST MANXOLE EACH WAY (TP.) 8. AlL MPMC SHALL BE MEpiNi1CALLY RESIR�INED IN ACCORDANCE N9T1
SECTpN (4'-0' DIA.) : �°_" �- �'I NWGE STANDMDS. h1E NUMBER OF PIPE LENOTHS TO BE RESRtNNED
2. WYMi1N YNi. 1EN (10) FEEf IIOPo20HfN. UISfM10E BEIWEQ! PQf/�BLE WAIER 1WN AMO STORM SEWER. ANO SLIB N BE CAST - SHaLL BE PEFI MANUPAC"NRERS REC0IMIENOaTION.
WASfEWA7ER MAIN. di FORCE YAW. MNN(AW MMI. IHREE (3 FEET HORROMAL DRTANCE BlIN'EEN RECWNE� NONOLITNCALLY
WAIEfl 44N AHD POTABLE WQER 1Nkl. STORY SEWER. W�AIER GRAVIIY AWN OFt FORCE 4NN
3. FTMCE WVN C0.05511� POTABLE WAiER MNN OR RECllulff� WATER Id4N SfMLL BE WD i0 PRWIDE F MIJIINY � ,
YERTICAL DbTMICE OF EIGHIEEN (18) p�K'MES BEIWEEN T1E OUTSIUE pF 71� FORCE AWN M!0 OlJf51DE OF TNE \ \ .\�
PoT�BtE WATER YNN M2 RECWNED WAIER WIN WRH TIE P0TlBLE WAIER WiM7 qt RECUD.(ED WATQt W�Md
CROSSINB OVQt 7F�E FORCE YANJ.
4. fiECWMED WATEft SYSIEY YVN SF4V.L BE IOENfiFlFD AS REQUREO.
VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS & DETAILS VII.LAGE OF TEQUESTA CONSTRUCTION STANDARDS & DETAILS VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS & DETAILS VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS & DETAILS
REVISION WATER MSAIN, SANITARY SEWER AND STORM SEWER PAGE Na REVISION PACE NQ REVISIIXJ PAGE Np REVISION PAGE Na
CONFLICT D16 AIR RELEASE VALVE (UNDERGROUND WATERMAIN) p� 9 CANNINJ FLUSHING DETAIL p23 pAVEMENT REPLACEMENT DETAI� D25
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JAN. 2000
BG� ' � •ILL�VV��
SECTION 30, TOWNSHIP 405., RANGE 43E.
SIMMONS WHITE VIW4GE OF TEQUESTA, FLORIDA
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BELLA VILLAGGIO
SECTION 30, TOWNSHIP 40S., RANGE 43E.
SIMMONS wHITE VILLAGE OF TEQUESTA, FLORIDA
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