HomeMy WebLinkAboutDocumentation_Regular_Tab 07A_6/13/2002lm:(A)
INTEROFFICE MEMORANDUM
TO: MR. MICHAEL R. COUZZO, JR., VILLAGE MANAGER
FROM: JEFFERY C. NEWELL, COMMUNITY DEVELOPMENT
SUBJECT: "PRELIMINARY PLAT' TEQUESTA CAY
DATE: 6/3/2002
Subdivision Regulations Article III, section 1, set forth the guidelines for submission of a "Preliminary Plat"
approval.
Tequesta Cay (Centex Homes) hereby comes before the Village Council for approval of the Preliminary Plat
based on the following criteria:
1) Submission of a completed plat meeting the criteria as set forth in Article III, Section 1.
2) Submission of a draft Preliminary Plat.
3) Submission of a Boundary and Topography Survey.
4) "Declarations" currently under review by Village Attorney.
5) Submission of a request for the placement of a "Dry Model' prior to final plat approval.
6) Submission of a request for a "temporary sales trailer" prior to final plat approval.
7) Review by staff.
Staff has review all the submitted material and has found that the submitted plat has met the requirements of
the subdivision regulations for preliminary plat approval. Under, Article II, section 2(5), staff is submitting the
technical requirements of the site plan review to comply with this section. Staff agrees that this project meets the
requirements of this section.
Staff recommendation of approval is conditioned on the following-
1) Approval contingent upon final review and changes (if required) of the "Declarations" at the time
of submittal for "Tentative Final Plat".
2) Approval contingent upon the changes requested in the "Dedications" as required by the Village of
Tequesta. These changes are the addition of the phrase, "without recourse to the Village of
Tequesta", added to the tracts A, B, and C.
3) This approval is based on form and legal substance of the preliminary plat and declarations.
4
Centex Homes is requesting a waiver to Article II, section 5(5). This regulation prohibits the issuing of any building
permits prior to the recording of the final plat. They are requesting two items:
1) The construction of an eight (8) unit building prior to final plat approval. See enclosed
request for further details.
2) The placement of a temporary sales trailer on the construction site prior to the final plat
approval. See enclosed request for further details.
Staff recommends the approval of the preliminary plat as submitted with the contingency as stated on page one of
this memo.
The Village Council has granted the above requests in the past. The Council is authorized under the subdivision
regulations to grant such waiver in the mixed -used zoning district.
2
FILE No.834 05/24 '02 15:40 Il: FAX: PAGE 3i 3
CEINTEX HOMES
May 22, 2002
Mr. Jeff Newell
Director of Community De-elopment
Village of Tequesta
357 Tequesta Drive
Tequesta, Fl- 33469
RF- Tequesta Cay - ( entex Homes
Request for appr )val to have a "pry Model"
On the site and a Waiver to Article II of the subdivision Code
Dear Mr. Newell:
Southeast Florida Division
also Jog Road, Suite 200
Boynton Beach, Florida 33437
Pnone: (sel) M-1000
Fax: (561) 536-1060
www.Cant&xHomes-BEFlorida.com
Please accept this letter e s our request for Village Council approval of a waiver to allow a "Dry
Model" on the Tequesta ( ay site. As you are aware, the Village of Tequesta Code allows the
Village Council to grant wi livers to specified items when reviewing the proposed preliminary plat.
Since there are no code., or ordinances related to "Dry model" construction in the Village of
Tequesta's code of ordir ances, we have attached herein a copy of the land development
regulation as it relates to "I )ry Models" for your reference.
A "Dry Model" is defined as a model home or model row, which is built prior to receiving plat
approval and/or engineerii g approval for the site. The model would be built without any exterior
water or sewer connectic ns to the building giving it its name "Dry Model". This process of
construction allows the de reloper to use the model as a showpiece for sales following site plan
approval and prior to the p at/or engineering being approved. The developer understands that he
is at risk if anything shoul i go wrong with the engineering approval or the approval of the plat.
Following plat and enginot ring approval, water and sewer connections will be made to the model
and final C/O will be away led. The units will eventually be sold as a spec unit. We request the
following:
Request a we ver to the subdivision code, Article II, Section V, Paragraph 5, which
requires the pi at to be approved prior to the issuing of a building permit. Our request
is to allow a br iilding permit to be issued after review and approval of the preliminary
plat and prior 1 :) final plat approval by the Village Council.
Commentary; This is to allow for the construction of Building No. 1 (8 units), four of
which will be L sed as sales and the remaining four will be spec units. This has been
waved on pre% ions projects reviewed by the Village Council,
We appreciate your consid aration of this waiver.
Sincerely,
ichard H. Reace
Assistant Planning and De sign Manager
Centex Homes
FILE No.834 05/24 102 15:40 I): FAX: PAGE 2i 3
CEIVTEX HOMES
Southeast Florida Dlvislon
8198 Jog Road, Suite 200
Boynton Beech. Florida 23437
Phone: (561) 536.1000
Fax: (561) 536-1060
May 22, 2002
www.Cantaxtiomas• SEFlonaa. oom
Mr. Jeff Newell
Director of Community DeN, slopment
Village of Tequesta
357 Tequesta Drive
Tequesta, FL 33469
RE: Tequesta Cay — C 3ntex Homes
Request for apprc Val to have a temporary sales trailer
On the site and a Naiver to Article II of the subdivision
Code
Dear Mr. Newell:
Please accept this letter is our request for Village Council approval of a waiver to allow a
temporary sales trailer on It ie Tequesta Cay site. As you are aware the Village of Tequesta Code
allows the Village Counci to grant waivers to specified items when reviewing the proposed
preliminary plat.
1 Request a wai /er to the subdivision code, Article II, Section V, Paragraph 5, which
requires the pl, it to be approved prior to the issuing of a building permit. Our request
is to allow a bt ilding permit to be issued after review and approval of the preliminary
plat and prior b) final plat approval by the Village Council.
Commentary; this is to allow for the development of the proposed sales trailer/office
for the subject property. This has been waved on previous projects reviewed by the
Village Counci . The Village Council has also approved the use of temporary sales
trailers on site; within the Village,
We appreciate your consid, :ration of this waiver.
Sincerely,
Richard H. Peace
Assistant Planning and De: ign Manager
Centex Homes
si"'mc
>®WE�
i-E NITI LE
Mr. Jack Horniman, Consulting Planner
Village of Tequesta
357 Tequesta Drive
Tequesta, FL 33469
RE: Tequesta Cay — Centex Homes
Request for approval to have a sales trailer
On the site and a Waiver to Article 11 of the subdivision
Code
Dear Mr. Horniman:
ja'•)I'aE V. vi: r,7.ild. t^`._ i %.
Hol
Drily C)Ma.,orc.
March 27, 2002
Please accept this letter as our request for Village Council approval to have a temporary
sales trailer on the site and a waiver for the following item on our request for Site Plan
Review. As you are aware the Village of Tequesta Code allows the Village Council to
grant waivers to specified items when reviewing the proposed site plan.
Request a waiver to the subdivision code, Article 11, Section V, Paragraph 5,
which requires the plat to be approved prior to the issuing of a building
permit. Our request is to allow a building permit to be issued after review and
approval of the preliminary plat and prior to final plat approval by the Village
Council.
Commentary: This is to allow for the development of the proposed sales
trailer/office for the subject property. This has been waved on previous
projects reviewed by the Village Council. The Village Council has also
approved the use of temporary sales trailers on sites within the Village.
We appreciate your consideration on these waivers.
George G. Gentile, FASLA
President
q
VILLAGE OF TEQUESTA
DEPARTMENT OF CO1 &RJNITY DEVELOPMENT
Post Office Box 3273
250 Tequesta Drive - Suite 305
Tequesta, Florida 33469-0273
(561) 575-6220 - Fax: (561) 575-6224
RECEIPT: _
CHECK NO..
AMOUNT;
SITE PLAN REVEEW APPLICATION & CHECKLIST
PROJECT: Tequesta Cay - A Centex Homes Development
LOCATION: South side of Village Blvd.,± 350' west of US Highway One.
PROPERTY CONTROL NUMBER
60-43-40-30-00-002-0010
ADDRESS:
A. DRC REPORT & APPLICANT RESPONSE: see attched exhibit A
B. STATEMENT OF OWNERSHIP: see attached exhibit: B
C. STATEMENT OF INTENDED USE: see attached exhibit C
D. STATEMENT OF COMPLIANCE WITH COMP PLAN & CONCURRENCY
REQUIREMENTS: see attached exhibit D
E. STATEMENTS OF PRELIMINARY REVIEW BY OTHER AGENCIES. see attached
-ehibi
F. GENERAL LOCATION MAP: see attached exhibits F
G. ENVIRONMENTAL HAPACT ANALYSIS/STUDY: see attached exhibit G
H. TREE SURVEY: see attached survey
I. SITE PLAN:
1. ARCHITECT -ENGINEER -SURVEYOR PLANNER -DEVELOPER: x
2. DETAILED DESCRIPTION:
(a) BOUNDARIES & TOPOGRAPHY x
(b) EXISTING STREETS X
(c) ADJACENT BUILDING &/OR STRUCTURES X
(d) ACCESS (INGRESS & EGRESS) x
(e) TRAFFIC IMPACT STATEMENT see attached exhibit H
(f) TOTAL PAVING WITHIN PARKING AREAS (SQ. FT. & %) X
(9) OFF STREET PARKING/LOADING AREAS X
(h) TABULATION OF PARKING/LOADING SPACES x
n
(i) RECREATION FACILITIES & LOCATION interior of prod ect
6) SCREENS & BUFFERS 15'-25' landscape buffers
(k) REFUSE COLLECTION AREAS curb side pick-up
(1) AVAILABILITY OF UTILITIES: POWER X WATER x
SEWER X TELEPHONE X CABLE TV x
FIRE HYDRANTS x
(m) PROPOSED UTII,ITY EASEMENTS OR GRANTS x
(n) PROPOSED RIGHTS -OF -WAY none
3. GROSS ACREAGE / ACRES & SQ. FT. 3.52
(a) TOTAL OPEN SPACE (SQ. FT. & %) 4 7, 3 5 0 s . f . 3 0.8 %
(b) TOTAL LOT COVERAGE (STRUCTURES)(SQ. FT. & %)
54,164 s.f. - 35.3%
(c) TOTAL LOT COVERAGE (IMPERVIOUS SURFACE: ALL PAVING,
WALKWAYS, PATIOS, DECKS, ETC.) (SQ. FT. & %)
108,510 s f - 70.7%
(d) LOT COVERAGE (GREEN AREAS) (SQ. FT. & 9%):
I . WITHIN ALL PAVING AREAS 9 0 0 7 s , f , - 5.9 %
2. REMAINDER ALL AREAS 36,028 s . f . - 2 3.4 %
3. TOTAL LOT COVERAGE 45,035 s , f. - 2 9.3 %
(e) UNITS PER ACRE 16.4 8
(f) TOTAL SQ. FT. AREA ALL BUILDINGS, ALL FLOORS 1 o 7 $ 6 6 9 s . f ,
J. PROPERTY & LANDSCAPE MAINTENANCE PROVISIONS (AGREEMENTS /
SURVIVABILITY BONDS) -----
K. PRELFVIINARY PLANS AS FOLLOWS:
I. STORM DRAINAGE see attached engineering plans
2. SEWER LAYOUT see attached encineering plans
3. WATER DISTRIBUTION & SYSTEM LAYOUT
see attached
(INCLUDING BACKFLOW PREVENTER LOCATIONS) engineering plans
4. UNDERGROUND ELECTRIC LAYOUT
(INCLUDING TRANSFORMER LOCATIONS)
11�
5. TELEPHONE & CABLE UNDERGROUND LAYOUT (INCLUDING ABOVE
see final
GROUND )UNCTION & DISTRIBUTION BOX LOCATIONS) p n rr i n a a r i n r7
drawings
L. ARCHITECTURAL ELEVATIONS (ALL ORIENTATIONS) see a t t: a c g e d l a n$
M. BUILDING APPEARANCE & LANDSCAPING x
N. SIGNS (PROPOSED NUMBER, TYPE, SIZE & LOCATIONS) 1 , 6 ' OA . .
0. PROPOSED TOPOGRAPHIC CONSIDERATIONS (DREDGING, FILLING, SLOPE,
DRAINAGE PATTERNS, NATUH?AL VEGETATION, ACCESSIBILITY,
RETAINING WALLS, BERMS, PRIVACY WAILS AND/OR FENCES)
P. FLOODPLAIN MANAGEMENT CONSIDERATIONS:
ZONE DESIGNATION
2. BASE FLOOD ELEVATION
3. PROPOSED FINISH FLOOR ELEVATION 2 2.7 5 min.
4. COASTAL HIGH HAZARD DESIGN CONSIDERATIONS
Q. DEVELOPMENT STAGES (PHASES)
none
e,7
DATE
23 COPY SETS REQUIRED AS FOLLOWS:
2 Sets- Full Size, Engineered Signed and Sealed(Used for permitting)
8 Sets -Full Size
13 Sets -Reduced to 11 a 17 ONLY if legible
Jur-117-226t 83.; 3 1—30484a
ORD 127--1 Ppp 184a
Can 2,670,744.N par 18,751,61)
Prepared tayheturn to; qA D N N IA A iIM IM A IAI NN
J DAL Girvin, Esquire
J Douglas Rawls Girvin, PA
j suite W, Oceanside Professional Building
1060 E.indiantovm Road
Jupiter, Fladda 35477 (This space mzarvad for recording),
TR 1USTEE$ DEEQ
THIS INDENTURE made this _LL---day of July, 2001, by and between
FIRST UNION NATIONAL BANK OF FLORIDA,
successor by merger to the Bank of Palm beach and Trust Company, acting
as trustee pursuarit to, and by virtue of, the powers vested in it by that certain
Trustee's peed dated the 1st day of June, 1984, and recorded in Official
Records Book 4258, Pages 77 to 82, Inclusive, public records of Palm Beach
County, Florida, and that certain Trust Agreement designated as Land Trust
No. 200, governing the premises herein conveyed and dated the 1st day of
June, 1984, and every other power and authority to Grantor vested
thereunder,
hereinafter referred to as Grantor, and
CENTEX HOMES,
a Nevada general partnership,
whose mailing address is 8198 Jog Road, Suite 200, Boynton Beach, Florida, hereinafter referred
to as Grantee.
WITNESSETH, that said Grantor, for and In consideration of the sum of Ten Dollars
($10.00) and other good and valuable consideration to said Grantor in hand paid by said Grantee,
the receipt whereof is hereby acknowledged, has granted, bargained and sold to the raid Grantee,
and Grantee's heirs and assigns forever, the following described land, situate, tying and being In
Palm Beach County, Florida, to -wit:
A parcel of land lying In the Southwest quarter of Section 30, Township 40
South, Range 43 East, Palm Beach County, Florida, being more particularly
described as follows:
Commencing at the intersection of the North line of said Southwest quarter
and the Easterly right-of-way line of Old Dixie Highway, as recorded in Road
Plat Book 5, Pages 144 -148, Palm Beach County, Florida, public records;
thence bear S 22' 41' 51" E (bearing base), along said Easterly right-of-way
line, a distance of 1,048,16 feet to the Point of Beginning; thence continue 5
22' 41' 51" E along said easterly right of way line a distance of 674.86 feet to
the intersection with the North line of Tequesta Drive, as recorded in Official
Record Book 6018, Page 1264, public records of Palm Beach County, Florida;
thence S 67' 34, 48" E, along said North right-of-way tine, a distance of 35.28
feet; thence N 67' 32' 15' E, along said North right-of-way line, a distance of
318.51 feet; thence N 22' 34' 45" W, a distance of 205.00 feat; thence N 67.32'
15" E, a distance of 100.0 feet; thence S 22' 34' 45" E, a distance of 205.00 feet
to the Intersection with said North right-of-way line of Taquesta Drive; thence
N 67' 32' 15" E, along said North right-of-way line, a distance of 11.54 feet to
the point of curvature of a curve concave to the South having a radius of
391.00 feet; thence Easterly along said curve, through a central angle of 5' 40'
14", a distance of 39.09 feet to the intersection with the West line of Tequesta
Oaks, as recorded in Plat Book 79, Pages 93 - 97, public records of Palm
Beach County, Florida; thence, N 22' 54' 08" W, along said West Line, a
distance of 703.73 feet; thence S 67' 18' 09" W, a distance of 491.75 feet to the
Point of Beginning,
SUBJECT TO: restrictions, reservations and easements of record, if any, and taxes subsequent
to December 31. 2000.
TO HAVE AND TO HOLD the above -described premises in fee simple forever, with all of
M 127'P 119149
MROTHY H. 11111a 612 P9 M*TY, FL
(ThIS SPOC41 rv"rvs4 for —ding)
Its rights, easements, appurtenances, tenements and hereditarrients to Grantee, their heirs,
successors and assigns, to ftir use and behalf forever. The conveyance of the above -described
real prop" Is made without warranties of title.
IN WITNESS WHEREOF, Grantor has hereunto set Its hand and real the day and year first
above written.
FIRST UNION NATIONAL BANK OF
FLORIDA, as trustee under L.T. No. 200
By:
Vw*-Presidentend Trust Office we
(Corporate S")
STATE OF FLORIDA:
COUNTY OF PALM BEACH,
The foregoing instrument was acknowledged before me this !+_-A-ay of July, 2001 by
r—'C - , as Vice -President and Trust Officer of the FIRST
UNION NATIONAL BANK OF FLORIDA, who did not take an oath.
VMuuCTOOTA N
VEIMAH TWIM
NarARypU=srA'M0FF"=oA
F=
CobOAMN ?a CCOOM
Ce MWK;70A.aff 2 W
(Notary Seall) ML Y wasno" Notary Public State of Florida
Personally Known %>< OR Produced Identification
Type of Identification Produced
Page 2
GENTILE
HOLLOWAY
OVAHONEY
6 A 5 5 0 C I A I E 5. INC
Tequesta Cay
STATEMENT OF INTENDED USE
March 27, 2002
The 3.52-acre subject parcel of land is found on the south side of Village Boulevard,
approxim,ately 350' west of U.S. Highway One. , The parcel is borderred on.the north property
boundary by Village Boulevard, bordered on the east by the mixed -use zoned Tequesta Terrace,
A.L.F., bordered on the. south by the Tequesta Commerce Center and bordered on the west by
vacant Preserve area.
The proposed development consists of 58; fee simple, residential townhomes; each with a front -
loading covered garage and driveway. There are two building types,. an 8 unit building and a 10
unit building. Tequesta Cay .also provides a recreation facility for its residents consisting of a
pool, cabana and an open grassed area. The project will be accessed directly and exclusively
from Village Boulevard, via a,divided, non -gated entry. Mail distribution will occur through the
use of clusfer mailboxes located throughout the project. Refuse and recycle collection will'be
provided by Nichols Sanitation through curbside pick-up services.
Tequesta Cay provides each building and unit with.. ample landscaping to provide . the
neighborhood with a harmonious landscape theme through the use of Laurel Oak street trees,
Cabbage Palm and Queen Palm . driveway plantings and lush building foundation plantings to
unify the buildings and walkways
Exhibit `C'
GENTILE
HOLLOWAY
O'MAHONEY -
d A550L IAi E5. i9L
Tequesta Cay
STATEMENT OF COMPLIANCE WITH
THE COMPREHENSIVE PLAN & CONCURENCY- REQUIREMENTS
The proposed Tequesta Cay project is located on the south side of Village Blvd., approximately 350',west
of U.S. Highway One, within the corporate limits of The Village of Tequesta, The project will have,58
units on 3.52 Acres' for a maximum density of 16.48 units peeacre.
The project is consistent with the Village's Comprehensive plan, as follows:
• The project's density i� below the maximum density of the Mixed Use District, (1,8 d.u./ac.),
of the Village of Tequesta and is consistent with the density maximum as stipulated within
the Comprehensive Plan.
• The project is further consistent with the Comprehensive plan, as well as the Foncurrency
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.
Y • The project is consistent with the.Traffic element of the Comprehensive• plan in that the
mixed use district is exempt from meeting the -service levels as established by Palm Beach
County, so as to concentrate development in the mixed use district and revitalize the Village
Center.
• The project is within the service area of the Village of Tequesta's police and fire rescue
services.
• The project will provide on site recreation amenities including a pool, cabana, walkways and
other open space that will minimize impacts to the Village"s recreation facilities.
Exhibit `D'
11�
Loxahatchee River
2500 Jupiter Park Drive, Jupiter, Florida 33458-8964
Telephone (561) 747-5700 Fax (561) 747-9929
e-mail: osprey@loxahatcheeriver.org
Richard C. Dent, Executive Director
January 14, 2002
M. Troy Holloway, Sr. Vice Pres.
Gentile Holloway O'Mahoney
1907 Commerce Lane, Suite 101
Jupiter, Florida 33458
District
Celebrating
.30 Years
RE: Tequesta Cove,
Tequesta, Palm Beach County, Florida
Dear Mr. Holloway:
�1R�N�iFN�
0x,
0
1971
Award Winning
Regional Wastewater Facility
Best in Nation, EPA.
Best in State, D.E.P.
This letter is provided in response to your recent request concerning 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 joint execution of a Developers
Agreement and the payment of certain costs in accordance with the District Rules.
Copies of the Developer Agreement and Chapter 31-10, F.A.C., are available for
your review.
Consistent with District policy, the Developer will be responsible for all costs
associated with connecting to the existing wastewater system of the District.
Please be advised that the plan submitted with your letter of January 4, indicates
tying into a sewer line which is outside of the public right of way, on Tequesta Plaza
property. Your client will be responsible to obtain the required easements to access
this line.
Should you require additional information on this matter, do not hesitate to contact
me.
Sincerely,
in on es
Deputy Di cto
J:/dev/prq/tegcov/avaiftr.wps
Loring E. "Snag" Holmes Matt H. Rostock Joseph O. EBis Richard C. Sheehaa G i
Board Member Board Member Chairman Board Member Exhibit E
03/27/2002 08:48 561-575-6245 PUBLIC WORKS FAG PAGE 01
VILLAGE OF TEQUESTA
UTILITIES DEPARTMENT
`+ )?vSt Oice Box 3474. 136 Bridge Road
' o Tequesta, Florida 33469-0474 • (561) 575-6234
Eax:(561)575.6245
u
March 27, 2002 SENT VIA FAX & US MAIL
Mr. Troy Holloway
Gentile, Holloway, & O'Mahoney
1907 Commerce Lane Suite 101
Jupiter, Florida 33458
RE: TEQUESTA CAY
Dear Mr. Holloway.
In response to your recent request, this is to advise that the Tequesta Utilities Department
is the purveyor of water service to the above referenced. Service to be provided will be in
accordance with the Tequesta Utilities Department Water Service Policy and appropriate
Water Service Agreement as required.
This is a letter of service availability only and not a commitment of service. As of this
date, The Tequesta Utilities Department has capacity to serve this project and a firm
commitment will be established when the Water Service Agreement and the Tequesta
Utilities Department have executed the appropriate agreements and connection fees have
been paid.
Should you have any questions, please do not hesitate to give me a call
Sin er ,
/Z.
Russell R. White
Public Services Supervisor
c. Michael Couzzo Jr. Village Manager
Jeffrey Newell, Director of Community Development
10435 Ironwood Rc,_
Palm Beach Gardens, FL 33410
Phone (561) 627-3600
. ,Adelphia Fax (561) 627-1266
January 10, 2002
Mr. M. Troy Holloway
Sr. Vice President
Gentile Holloway O'Mahoney
1907 Commerce Lane, Suite 101
Jupiter, FL 33458
Re: Tequesta Cove, Village of Tequesta
Dear Mr, Holloway:
This letter is to confirm Adelphia's availability of service to the above -mentioned
property.
Upon availability, please send a set of proposed or approved plats that would
indicate where utility easements are located for our design staff.
Thank you and we look forward to serving your property.
Since ely,
on E. Benson
Construction Supervisor
Q%My Documents\ Documents\ New Construction\ LETTERS\ Don Benson\Cable Availabllity\Tequesta Cove.doc
V If OV'LVV(, "VL, aV. GO r&-t i49ia/.7V44J rrL IUrLILK JVF,
04�
E
0
FPL
January 30, 2002
Troy Holloway
1907 Commerce Lane, Suite 101
Jupiter, FI., 33458
Re: Tequesta Cove_
Dear Mr. Holloway
Florlda Power & Light Company
Thank you for contacting FPL early in your design process this wiil help you achieve your desired schedule
for your project "Tequest Cove'. At the present time, FPL has sufficient capacity to provide electric service to
the above captioned property. This service will be furnished in accordance with applicable rates, rules and
regulations.
Please provide the final site plan, site surrey, paving, drainage and electrical load data as soon as possible
so the necessary engineering can begin.
Early contact with FPL is essential so that resources may be scheduled to facilitate availability of service
when required.
IY,
J
oe Dragon
561) 67"342
Service Planner
an FPL Group Company
Tuesday 26 of Mar 2002, 561 640 3400 —>561 575 5260 Page i of
From: Donna Sayles
OBO: Donna Sayles
Date: 03/26/02
Time: 3:53 pm
7501 North Jog Road
West Palm Beach, Florida 33412
Telephone:(561)640-4000
Fax:(561)640-3400
To: Troy Holloway
Company:
Location:
Fax Number: "575-5260"
Subject: mailfax.tif
Total # of Pages: 2
Contents:
Here is the standard letter which was sent to all the municipalities. This identical letter was sent to Mr. Michael
Couzzo of the Village of Tequesta.
'Tuesday 26 of Mar 2002, 561 640 3400 —>561 575 5260 Page 2 of 2
11'
December 18, 2001
Mr. Charles Wu YOUR PARTNER FOR
Interim Growth Mgmt. Director SOLID It.ASTF. SOLL71nN5
City of Palm Beach Gardens
10500 N. Military Trail
Palm Beach Gardens, FL. 33410
Subject: Availability of Solid Waste Disposal Capacity
Dear Mr. Wu:
The Solid Wastc 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 2002. 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, 2001, the Authority's North County Landfills had an estimated
32,721,759 cubic yards of landfill capacity remaining. Based upon the existing Palm Beach
County population, the most recently available population growth rates published by the
Urtiversity of Florida Bureau of Economic and Business and Research (BEBR), and projected
rates of solid waste generation, waste reduction and recycling, the Solid Waste Authority
forecasts that capacity will be available at the existing landfill through approximately the year
2021, assuming the depletion of the Class I and Class III landfills is approximately balanced.
The Authority continues to pursue options to increase the life of its existing facilities and to
provide for all the County's current and future disposal and recycling needs. As par; of its
responsibility, the Authority will provide an annual statement of disposal capacity, using the
most current BEBR projections available.
Please proNide 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.
Very truly yours,
Marc C. Bruner, Ph,D.
Director of Plarming and Environmental Programs
7401 NWh Jog Road, West Palm $each, Florida SU12 (561)6404tlQtl FAX 1561} 640-3400 Her, C.v
Tequesta Cry
Centex Homeg
Villagc of Tcquesta
l =01g.A.Location Map
Land Use:
Vvhihit 6v
�^ Tequesta Ca.
k.,enLex
Homes
Village
of
'Tequesta
ct
7%if"-Y-411911Zoning
Map
Zoning.
Land Use:
Mul�YR:SW 7e
P114DER TROUTMOH CVNSULTING, 111C.
10�sportation Planners and Engineers 2324 South Congress Avenue, Suite 1H
West Palm Beach, FL 33406
(561) 434-1644 Fax 434-1663
Email: pindertroutman@msn.com
October 24, 2001
Mr. Michael Nisenbaum
Centex Homes
8198 Jog Road, Suite 200
Boynton Beach, FL 33437
Re: Village Boulevard Residential - #PTC01-156
Dear Mr. Nisenbaum:
The purpose of this letter is to provide a traffic statement for the above referenced project to
determine if the proposed development meets the requirements of Article 15, Traffic Performance
Standards (TPS), of the Palm Beach County Unified Land Development Code (ULDC). It is proposed to
develop 58 single family residential units east of US 1 in the Village of Tequesta.
Per Section 15.(I)L, Coastal Residential Exception, of the Countywide TPS, in order to promote urban
infill, residential developments in this area are exempt from the level of service requirements of TPS.
The proposed residential development is within this Coastal Residential Exception area; therefore no
further traffic analysis is required.
However, for information purposes for the Village of Tequesta, a traffic impact analysis of the directly
accessed roadway links is provided. Attachment 2 provides the daily, AM and PM peak hour trip
generation for the proposed project. Project access is via one (1) driveway to Village Boulevard, which
connects to both Old Dixie Highway and US 1.
The directly -accessed two (2) lane link of Old Dixie Highway south of the County line has a current
(2000) annual average daily traffic (AADT) volume of 6,365 and a peak hour volume of 592 (9.3% of
6,365). Historic traffic data for the last two (2) years shows a growth rate of -2.33% per year on this
link. Data was unavailable for the three (3) years time frame. With application of 1% growth rate, to
provide a conservative analysis, the projected 2004 volumes are shown below. No Major Project is
projected to have a 10% impact on this link by buildout of this project
Existing (2000)
Background Growth
Project *
Total (2004)
LOS D Service Volume
Level of Service
Old Dixie Highway
South of County Line
Daily
AM Peak
PM Peak
6,365
5,92
592
258
24
24
203
19
24
6,826
635
640
14,900
1,390
1,390
C
C
C
* Project traffic is based on a maximum assignment of 50%.
LelterNisenbaum 01-156 10-24-01
Exhibit `HI
Mr. Michael Nisenbaum
Re: Village Boulevard Residential - #PTC01-156
October 24, 2001
Page 2
The directly -accessed six (6) lane divided link of US 1 south of the County line has a current (2000)
annual average daily traffic (AADT) volume of 22,370 and a peak hour volume of 2,080 (9.3% of
22,370). Historic traffic data for the last three (3) years shows a growth rate of -0.04% per year on this
link. With application of, 1 % growth rate, to provide a conservative analysis, the projected 2004
volumes are shown below. No Major Project is projected to have a 10% impact on this link by
buildout of this project.
Existing (2000)
Background Growth
Project *
Total (2004)
LOS D Service Volume
Level of Service
US 1
South of County Line
Daily AM Peak
22,370 2,080
908
142
23,420
48,900
C
84
13
2,177
4,550
C
* Project traffic is based on a maximum assignment of 35%.
PM Peak
2,080
84
17
2,181
4,550
C
This analysis shows that, although the project is exempt from TPS, the directly -accessed links are
projected to operate at adopted level of service standards. This development is in compliance with the
Traffic Performance Standards of Palm Beach County.
Attachment 3 provides the driveway volumes for the site. Based on the project peak hour turning
movement volumes, auxiliary turn lanes along Village Boulevard would not be required per County
Standards.
If you have any questions, please do not hesitate to contact this office.
/;P.E,
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"_� Attachments
LetterNisenbaum 01-156 10-24-01 SMQ
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VILLAGE BOULEVARD
RESIDENTIAL
ATTACHMENT 1
PROJECT LOCATION
10/22/01
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LEGEND
17 -AM PEAK HOUR
(1 3) -PM PEAK HOUR
406 -DAILY PROJECT TRAFFIC
VILLAGE BOULEVARD
RESIDENTIAL
ATTACHMENT 3
PROJECT DRIVEWAY VOLUMES
10/22/01
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Tequesta Cove
Village of Tequesta, Florida
Schnars Engineering Corporation
Project No. 01 158
EXFILTRATION TRENCH CALCULATIONS
Water Quality Calculations
A. Calculations
1. The water quality volume will be stored in
the exfiltration trench and dry
retention areas.
a. Exfiltration trench.
V =
WQ Volume =
4.32 Ac-In
L =
trench length =
? feet
W =
trench width =
5 feet
Ka,,s =
hydraulic cond. =
9.15 x 10' cfs/ft2/ft.
Hz =
depth to water table =
5.0 feet
Du =
Non -saturated depth =
4.0 feet
Ds =
Saturated depth =
0.0 feet
FS =
Factor of Safety =
2
L = V/(K(H2W + 2H2Du - DU2 + 2H2Ds) + (1.39x10'4)WDu))
L = 91 feet of exfiltration trench required (850' provided)
2. Calculate available storage at specific elevations to be used in stage -storage
a. Exfiltration trench.
V =
Storage Volume =
? Ac-In
L =
trench length =
850 feet
W =
trench width =
5 feet
Kan =
hydraulic cond. =
9.15 x 10' cfs/ft2/ft.
H2 =
depth to water table = 2.0
feet, at elev. 17.50'
Du =
Non -saturated depth =
2.0 feet, at elev. 17.50'
Ds =
Saturated depth =
0.0 feet
FS =
Factor of Safety =
1.5
L = V/(K(H2W + 2H2Du - Du2 + 2H2Ds) + (1.39x10-4)WDu))
V = 8.05 Ac-In ;z 0.67 Ac-Ft at elevation = 17.50' NGVD.
/J'J NO 9 0
pJamesW. Mahannah, P.E.
FL Reg. No. 47066
(FOR THE FIRM)
Tequesta Cove
Village of Tequesta, Florida
SEC PROJECT NO. 01158
SFWMD SURFACE WATER MANAGEMENT CALCULATIONS
1) SITE DATA:
2)
STAGE ELEVATIONS:
ACREAGE
Percent:
From:
Building:
1.14
Ac.
32.3%
22.75
Pavement:
1.17
Ac.
33.1%
21.00
Lake
0.00
Ac.
0.0%
18.00
Green Lineal:
1.04
Ac.
29.5%
21.50
Green Lineal:
0.15
Ac.
4.2%
18.00
Green Lineal:
0.00
Ac.
0.0/0
19.50
Green Vertical:
0.03
Ac,
0.8y,
18.00
TOTAL AREA:
3.53
Ac.
100.0%
Total Impervious: 2.31 Average Existing Grade:
65.44% Average Proposed Grade
Ground Water Table:
Total Pervious: 1.22
34.56%
3) FLOOD AND RAINFALL CRITERIA:
24 Hour Rainfall: SFWMD, Technical Publication #81.3
/0�i Year 6.75 in.
5 Year 9.00 in.
100 Year 11.00 in.
Maximum Available Soil Storage, SFWMD:
4) COMPUTE STAGE STORAGE:
Min. Road Crown (NGVD):
Min. Floor Elev. (NGVD):
To:
24.00
up
23.50
23.00
22.00
up
22.50
22.50
3.00
21.00
22.75
8.18 in.
(Applied soil storage for depth up to 4')
Stage:
Pavement:
Green Lineal:
Green Lineal:
Lake
Green Lineal:
Green Vertical:
French Drain
Total:
15.50
0.00
0.00
0.00
0.00
0.00
0.00
0
0.00
16.00
0.00
0.00
0.00
0.00
0.00
0.00
0
0.00
16.50
0.00
0.00
0.00
0.00
0.00
0.00
0
0.00
17.00
0.00
0.00
0.00
0.00
0.00
0.00
0
0.00
17.50
0.00
0.00
0.00
0.00
0.00
0.00
0.67
0.67
18.00
0.00
0.00
0.00
0.00
0.00
0.00
0.87
0.87
18.50
0.00
0.00
0.00
0.00
0.00
0.02
1.07
1.09
19.00
0.00
0.00
0.02
0.00
0.00
0.03
1.29
1.34
19.50
0.00
0.00
0.03
0.00
0.00
0.05
1.69
1.77
20.00
0.00
0.00
0.06
0.00
0.00
0.06
1.96
2.08
20.50
0.00
0.00
0.09
0.00
0.00
0.08
2.18
2.35
21.00
0.00
0.00
0.14
0.00
0.00
0.09
2.4
2.63
21.50
0.05
0.00
0.18
0.00
0.00
0.11
2.4
2.74
22.00
0.20
0.07
0.24
0.00
0.00
0.12
2.4
3.02
22.50
0.44
0.26
0.30
0.00
0.00
0.14
2.4
3.54
N3.00
0.78
0.59
0.38
0.00
0.00
0.15
2.4
4.29
J1 WATER
QUALITY:
Greater of the following (5A. & 5B.)
Store the first inch for the entire site or the amount
of 2.5 times the percentage of imperviousness.
Page 1
Tequesta Cove
Village of Tequesta, Florida
SEC PROJECT NO. 01158
SFWMD SURFACE WATER MANAGEMENT CALCULATIONS
A. First Inch:
V= 1 in. x Total Area x 1 ft./12 in.
Total (Ac.): V = ac-ft
3.53 0.29
B. 2.5 Times Percent Impervious:
1. Site Area = Total Area - (Lake Area + Bldg. Area)
Total Ac.Z Lake: Bldg.: Site Ac. :
3.53 0.00 1.14 2.39
2. Impervious Area = Site Area - Pervious Area
Site Ac.: Pervious: Im erv.:
2.39 1.22 1.17
3. 2.5 in. x Imperv./Site x Total Area x 1 ft./12 in..
Imoerv.: V= ac-ft
1.17 0.36
C. Total Required Detention:
1. The total required detention is either the first inch or 2.5 times
the percent impervious, whichever is greater.
The total required detention is:
WO (ac-ft):
0.36
2. From the Stage - Storage Curve, the elevation is:
Interpolate Stage between...
Interpolate Runoff between...
17.00 17.50
0.00 0.67
Stage: 17.27
6) RUNOFF (ZERO DISCHARGE)
A. Soil Stora e
1. Avg. Depth to Water Table = Avg. Proposed Grade - Water Level
Avq. Grade: Water Level: D jU
22.50 3.00 19.50
2. Soil Storage (S) = Available Soil Storage x Pervious Area/Total Area
(See C-35, SFWMD Vol.IV)
Av. Soil St. Pervious: Total (Ac j: S = in. :
8.18 1.22 3.53 2.83
B. 100 Yr.-3 Day Storm Event
Finished Floor Elevation: 22.75 NGVD
Page 2
Tequesta Cove
Village of Tequesta, Florida
SEC PROJECT NO. 01158
SFWMD SURFACE WATER MANAGEMENT CALCULATIONS
1. Rainfall - 3 Day Duration (P):
P72 = P24 x 1.359
P24 = 11.00 in.
P72 = 14.95 in.
2. Runoff, Q (in.)
Q = ((P . 0.2 x S)^2)/(P + 0.8 x S)
P72 in.: S = in.: (in.):
14.95 2.83 12.02
3. Total Runoff Volume, V (ac-ft.)
V= Q x Total Area x l ft. /12 in.
in. Total (Ac..- V= ac
12.02 3.53 3.54
4. From the Stage - Storage Curve, the zero discharge elevation is:
Interpolate Stage between... 22.00 22.50
Interpolate Runoff between... 3.02 3.54
Stage: 22.50
The proposed Finish Floor Elevation is adequate.
C. 25 Yr.-3 Day Storm Event
1. Rainfall - 3 Day Duration (P):
P72 = P24 x 1.359
P24 = 9.00 in.
P72 = 12.23 in.
2. Runoff, Q (in.)
Q=((P-0.2xS)^2}/(P+0.8xS)
P72 in.: S = in.:
(in.):
12.23 2.83
9.39
3. Total Runoff Volume, V (ac-ft.)
V= Q x Total Area x 1 ft. /12 in.
in. Total Ac.Z
V = (ac-ft):
9.39 3.53
2.76
4. From the Stage • Storage Curve, the zero discharge elevation is:
Interpolate Stage between... 21.50 22.00
Interpolate Runoff between... 2.74 3.02
1101 Stage: 21.54
i. 5 Yr.-1 Day Storm Event (Minimum Road Grade)
Min. Road Elevation: 21.00 NGVD
1. Rainfall - 1 Day Duration (P):
P24 = 6.75 in.
Page 3
Tequesta Cove
Village of Tequesta, Florida
SEC PROJECT NO. 01158
SFWMD SURFACE WATER MANAGEMENT CALCULATIONS
2. Runoff, Q (in.)
Q = {(P - 0.2 x S)^2}/(P + 0.8 x S)
P72 (in.h S = in. in.
6.75 2.83 4.24
3. Total Runoff Volume, V (ac-ft.)
V= Q x Total Area x 1 ft. /12 in.
in.: Total (Ac.) V = (ac-ft):
4.24 3.53 1.25
4. From the Stage - Storage Curve, the zero discharge elevation is:
Interpolate Stage between... 18.50 19.00
Interpolate Runoff between... 1.09 1.34
7) SUMMARY
sired Storage:
Soil Storage:
ZERO_ DISCHARGE
5Yr.-1 Day Storm:
25 Yr.-3 Day Storm:
100 Yr.-3 Day Storm
DATE PRINTED:
09-Jan-02
Stage: 18.82
The stage is at or below the Minimum Road Crown Elevation.
0.36 ac-ft
2.83 in
1.25 ac-ft
2.76 ac-ft
3.54 ac-ft
PREPARED BY:
JWM
18.82 NGVD Stage Elevation
21.54 NGVD Stage Elevation
22.50 NGVD Stage Elevation
REVISED BY:
DATE:
10/12/00