HomeMy WebLinkAboutZoning Resolution 16-Z-158 RESOLUTION NO. 16-Z - 15$
A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF
SUNNY ISLES BEACH, FLORIDA, ("CITY") APPROVING A SITE
PLAN MODIFICATION APPLICATION SUBMITTED BY LA
PLAYA BEACH ASSOCIATES, LLC (THE "APPLICANT") FOR
TWO 56-STORY CONDOMINIUM BUILDINGS, 649 FEET IN
HEIGHT WITH 490 CONDOMINIUM UNITS, 12 CABANAS, 7,181
SQUARE FEET OF RESTAURANT SPACE, 7,780 SQUARE FEET
OF OFFICE SPACE AND 1,850 SQUARE FEET OF RETAIL SPACE
WITH A TOTAL FLOOR AREA RATIO (FAR) OF 1,228,154
SQUARE FEET; PROVIDING THE CITY MANAGER WITH THE
AUTHORITY TO DO ALL THINGS NECESSARY TO
EFFECTUATE THIS RESOLUTION; PROVIDING FOR
SEVERABILITY; PROVIDING FOR REPEALER; PROVIDING
FOR AN EFFECTIVE DATE.
I. RECITALS
WHEREAS, the Applicant La Playa Beach Associates. LLC (the "Applicant") is applying
for a modification of the approved site plan under Resolution No. 15-Z-156, adopted on November
19, 2015, and has submitted a site plan modification application (Application No. PZ2016-03) to
the City of Sunny Isles Beach. Florida requesting the following:
1. Pursuant to Section 265-18 of the City of Sunny Isles Beach Land Development
Regulations, the Applicant is requesting. a site plan modification to an approved site plan
under Resolution No. 15-Z-156, adopted November 19, 2015.
- Legal Description: All of Tract "I", less the South 216.66 feet as measured at right
angles to the South line of said Tract "I". of AMENDED PLAT
NORTH BISCAYNE BEACH. according to the plat thereof, as
recorded in Plat Book 44. at Page 42, of the Public Records of
Miami-Dade County, Florida.
TOGETHER WITH
• That parcel of land lying East of and bounded on the West by the
East line of said Tract "I", and bounded on the North by the Easterly
extension of the North line of said Tract "I", and bounded on the
East by the Erosion Control Line of the Atlantic Ocean, as recorded
in Plat Book 134 at Page 47, of said Public Records of Miami-Dade
County. Florida,and bounded on the South by the Easterly extension
of the North line of the South 216.66 feet, as measured at right
angles to the South line of said Tract "I" of AMENDED PLAT
NORTH BISCAYNE BEACH
I6-Z-_ La Playa Beach Associates, LLC 1
AND
The South 200 feet of Tract "H", as measured at right angles to the
South line of said Tract "H", of AMENDED PLAT NORTH
BISCAYNE BEACH, according to the plat thereof, as recorded in
Plat Book 44, at Page 42, of the Public Records of Miami-Dade
County, Florida.
TOGETHER WITH
That parcel of land lying East of and bounded on the West by the
East line of said Tract "H",and bounded on the North by the Easterly
extension of the North line of said South 200 feet of Tract "H", as
measured at right angles to the South line of said Tract "H", and
bounded on the East by the Erosion Control Line of the Atlantic
Ocean, as recorded in Plat Book 134 at Page 47, of said Public
Records of Miami-Dade County, Florida, and bounded on the South
by the Easterly extension of the South line of said Tract "H" of
AMENDED PLAT NORTH BISCAYNE BEACH.
ADDRESS: 188W Collins Avenue, Sunny Isles Beach, FL 33160
FOLIO: 31-2202-003-0120
WHEREAS, on April 21, 2016. the City Commission conducted a public hearing on this
site plan modification application; and
WHEREAS, the public hearing of the City Commission was advertised and held as
required by law, all interested parties concerned in the matter were heard, and due and proper
consideration was given to the matter and to the positive recommendation contained in the City's
Community Development Department Review Report; and
WHEREAS, notice was provided to all interested parties regarding the site plan
modification application; and
WHEREAS, the City Commission reviewed the site plan modification application, the
written and oral recommendations of the Zoning Administrator of the Community Development
Department, including the recommended conditions, and finds substantial competent evidence to
support a showing by the Applicant that the request for site plan modification is in compliance
with the Land Development Regulations and the Comprehensive Master Plan of the City and
maintains the basic intent and purpose of the zoning, subdivision or other land use regulations,
which is to protect the general welfare of the public, particularly as it affects the stability and
appearance of the community; and, further finds that said request should be granted, subject to the
conditions described herein.
I6-Z- La Playa Beach Associates, LLC 2
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE
CITY OF SUNNY ISLES BEACH, FLORIDA, AS FOLLOWS:
11. INCORPORATION OF RECITALS
All recitals above are incorporated into the body of this Resolution as if same were fully set forth
herein.
III. FINDINGS AND CONCLUSIONS:
Based on an analysis of the application and the standards for approval for a site plan modification
under the Land Development Regulations, the City Commission makes the following_findings and
conclusions:
A. The Applicant's request for site plan modification is consistent with the Comprehensive
Plan and Land Development Regulations of the City of Sunny Isles Beach.
IV. APPROVAL
A. The Applicant's request for a site plan modification of the approved site plan under
Resolution No. 15-Z-156, adopted on November 19, 2015, is hereby approved subject to
all conditions set forth in Section V below. The site plan approval under Resolution No.
15-Z-156 is deemed modified by the plans set forth in Condition No. I in Section V below.
V. CONDITIONS
Conditions to be completed before demolition, below grade or building permits are
issued.
1. That the plans in the approval be substantially in accordance with that submitted for public
hearing, which are entitled "Varadero", prepared by ODP Architects stamped received
March 30. 2016 consisting of 23 sheets, landscaping plans prepared by West 8/Rosenberg
Gardner Design consisting of 10 sheets stamped received March 30. 2016, civil plans
prepared by VSN Engineering stamped received March 30, 2016 consisting of 21 pages
and the Survey entitled ALTA/ACSM Land Title Survey prepared by Fortin. Leavy, Skiles.
Inc. consisting of one sheet dated on September 22, 2014 (Replotted 10/30/15).
2. All conditions enumerated under Resolution No. 15-Z-156 shall remain in effect, as
applicable.
3. Upon the submittal of an application for a building permit, the plans submitted shall be
approved by the Community Development Department and be consistent with the specific
site plan approved by the City Commission. Plans shall include all the required elements
of the site plan pursuant to the City's Land Development Regulations and
recommendations. Should compliance with recommendations result in a change that would
not be considered "minor" in accordance with Section 265-18 of the City Code; the
16-Z-_ La Playa Beach Associates. LLC 3
Applicant shall be required to obtain another approval of the City Commission.
4. That the Applicant shall address comments provided by City's Traffic Consultant regarding
traffic and pedestrian crossing analysis. The City Manager or his designee shall review and
provide additional comments if necessary.
5. That the Applicant shall address comments provided by the City's Civil Engineer regarding
civil plans submitted during the site plan review process. The City Manager or his designee
shall review and provide additional comments if necessary.
6. That if the Applicant chooses to propose an artwork prior to building permitting, the
Applicant is not required to submit the remainder monetary contribution to meet the
minimum monetary requirement. Any artwork must be presented and approved by the City
Commission and already made deposits are not refundable nor credited.
7. That the Applicant shall address comments provided by the City's Civil Engineer regarding
civil plans submitted during site plan review process. The City Manager or his designee
shall review and provide additional comments if necessary.
8. That the Applicant is required to provide a Declaration of Restrictive Covenants for the
restrictions to (1) cabana ownership is restricted to condominium owners within the
approved development project; and (2) the commercial spaces within the project is to be
restricted to one (1) corporate entity under one (1) form of ownership. The Applicant shall
submit a Declaration of Restrictive Covenants in a form acceptable to the City Attorney.
The Declaration of Restrictive Covenant shall be recorded in the public records of Miami-
Dade County at the Applicant's expense.
Conditions to be completed before any Certificate of Occupancy is issued:
9. Under Section 267-4, the City Manager and/or his/her designee in review of any
application, may refer any such application presented to it to such engineering, planning,
legal, technical, or environmental consultant or professional(s)employed by the City as the
Manager shall deem reasonably necessary to enable him/her to review such application as
required by law. Charges made by such consultants or professionals shall be in accord
with the charges customarily made for such services in Miami-Dade County, and pursuant
to an existing contractual agreement by and between the City and such consultant. Charges
made by the City shall be in accord with the hourly rates charged by such consultants or
hourly rates of employed professionals and shall be paid within 30 days on submission of
City voucher.
10. At the time of submission of any application or thereafter, it is required that an escrow
account be established, from which withdrawals shall be made to reimburse the City for
the cost of professional review services, if any. The Applicant shall then provide funds to
the City for deposit into such account in an amount to be determined by the City Manager,
based on his/her evaluation of the nature and complexity of the application. The Applicant
shall be provided with copies of any City voucher for such services as they are submitted
to the City. When the balance in such escrow is reduced to one-third (1/3) of its initial
I6-Z-_ La Maya Beach Associates, LLC 4
amount, the applicant shall deposit additional funds into such account to bring its balance
up to the amount of the initial deposit. If such account is not replenished within thirty-days
(30) after the applicant is notified, in writing, of the requirements for such additional
deposit_ the City may suspend its review of the application. An application shall be deemed
incomplete if any amount shall be outstanding. A building permit or Certificate of Use
and Certificate of Occupancy shall not be issued unless all professional review fees charged
in connection with the applicant's project have been reimbursed to the City. Once all
pertinent charges have been paid; the City shall refund to the Applicant any funds
remaining on deposit.
11. The Applicant shall furnish payment and performance bond in an amount determined by
the Building Official to ensure Applicant's performance of public improvements required
pursuant to site plan approval and in accordance with recommendations of the Building
Official after review of construction plans submitted based on development approval
granted herein. Any such bond shall be issued by a surety having a minimum rating of A-
1 in the Best's Key Rating Guide, Property/Casualty Edition, shall be subject to the
approval of the City, and shall provide that "this bond may not be cancelled or allowed to
lapse until 30 days after receipt by the City, by certified mail, return receipt requested, of
written notice from the issuer of the bond of intent to cancel or not to renew". As
improvements are made the City, within its discretion, may reduce or eliminate the bond
amount. These rights reserved by the City with respect to any construction bond established
pursuant to this section are in addition to all other rights and remedies the City may have
under this Resolution, in law or in equity.
Other Conditions
12. That the Applicant obtains a Certificate of Occupancy and a Certificate of Use from the
City upon compliance with all terms and conditions. The Certificate of Occupancy and
Certificate of Use shall be subject to cancellation upon violation of any of the conditions.
13. That the approved site plan shall remain valid for a period of 72-months from the date of
the site plan modification approval. If no building permit is issued within the 72-month
time period, the site plan shall be considered null and void and of no force and effect.
14. That the Applicant complies with all City Ordinances, County, State and Federal Laws and
Regulations applicable to development and permit approvals.
15. All sand excavated from the property including sand from the western side of the Coastal
Construction Control Line ("CCCL") shall be cleaned and shall remain on the beach for
re-nourishment purposes in a location to be determined by Miami-Dade County Regulatory
and Economic Resources ("RER") (formerly Miami-Dade County Department of
Environmental Resources Management "DERIM").
NO BUILDING PERMIT SHALL BE ISSUED UNLESS THE APPLICANT HAS
SUBMITTED ALL DOCUMENTS REFERRED TO UNDER THIS RESOLUTION AND
SHALL HAVE PAID ALL IMPACT FEES, BONUSES AND PROFESSIONAL FEES (AS
16-Z- La Playa Beach Associates. LLC j
PER SECTION 267-4 OF THE CODE OF THE CITY OF SUNNY ISLES BEACH) AND
ALL OTHER FEES DUE AND OWING PURSUANT TO THE APPLICABLE LAND
DEVELOPMENT REGULATIONS, AND SHALL HAVE SUBMITTED PAYMENT TO
THE CITY FOR ALL TRANSFER OF DEVELOPMENT RIGHTS (IF APPLICABLE),
OR SHALL HAVE OTHERWISE PRODUCED EVIDENCE THAT THE PERMITTED
PRIVATE DEVELOPMENT RIGHTS AS SET FORTH IN SECTION IV HEREINABOVE
HAVE BEEN TRANSFERRED.
FAILURE BY THE CITY TO TIMELY ENFORCE ANY OF THE ABOVE CONDITIONS
DOES NOT CONSTITUTE A WAIVER OF THE SAME AND IF THE APPLICANT, ITS
SUCCESSORS, OR, ASSIGNS, DOES NOT PERFORM SUCH CONDITIONS WITHIN
FIVE (5) DAYS AFTER WRITTEN NOTICE, THE CITY RETAINS THE RIGHT TO
STOP CONSTRUCTION, IF NECESSARY, UNTIL THAT CONDITION IS MET. BY
ACTING UNDER THIS APPROVAL, APPLICANT HEREBY CONSENTS TO ALL
THESE TERMS AND CONDITIONS.
VI. AUTHORIZATION OF CITY MANAGER
The City Manager is hereby authorized to do all thines necessary to effectuate this Resolution.
VII. SEVERABILITY
If any section, subsection, sentence, clause, phrase. or portion of this Resolution is, for any reason,
held invalid or unconstitutional by any Court of competent jurisdiction, such portion shall be
deemed a separate,distinct,and independent provision and such holding shall not affect the validity
of the remaining portions of this Resolution.
VIII. REPEALER
All Resolutions are parts of Resolutions in conflict herewith shall be hereby and are repealed.
IX. EFFECTIVE DATE
This Resolution shall become effective upon adoption.
PASSED and ADOPTED this 21' day of April, 2016.
CITY OF SUNK ISLES BEACH, FLORIDA
By its Ci ''Commission
By:
George . Scholl. Mayor
16-Z-_ La Playa Beach Associates, LLC 6
r"
•
ATTEST.
LALL9.43
It
Jane A. Hines. MMC. City Clerk
APPROVED TO FORA?
AN pa'
H. s •'not. City Attorney
Moved by: CO t .l._tOt.]
Second by: 0.ph�h L£ I tO
VOTE: S —0
Mayor Scholl tees no
Vice Mayor Gatto -es no
Commissioner Aelion y4es no
Commissioner Goldman 'yes no
Commissioner Levin V yes no
16-Z-_ La Playa Beach Associates. LLC 7
STATE OF FLORIDA )
) ss:
COUNTY OF MIAMI-DADE )
I, JANE A. HINES, Clerk of the City of Sunny Isles Beach, Florida, do hereby certify that the
above and foregoing is a true and correct copy of Resolution No. 16-Z- LSe adopted by the City
Commission at its meeting. held on the 21" day of April, 2016.
Issued this 34 day of M CLI . 2016. ,:
Jane A. Hines, MMC, City Clerk
.
I6-Z-_ La Playa Beach Associates. LLC 8
Item Coversheet Page 1 of I
,' "!r City of Sunny Isles Beach
0; b 18070 Collins Avenue
r.( r I. Sunny Isles Beach, Florida 33160
zee (305)947-0606 City Han
Yi=•
o.., (305)949-3113 Fax
MEMORANDUM
TO: The Honorable Mayor and City Commission
VIA: Christopher J.Russo,City Manager
FROM: Claudia Hasbun,AICP,Zoning Administrator/Planning
Manager
DATE: 4/21/2016
Varadero-La Playa Beach Associates,LLC.
RE: Modification to an Approved Site Plan
18801 Collins Avenue
Appl. No. PZ2016-03
RECOMMENDATION:
Based on the above review by City's Staff and City's Consultants, the
application is consistent with the City's Comprehensive Plan and Land
Development Regulations. The site plan modification is a reduction of
density, specifically though the elimination of the hotel and apartment-
hotel component. The density reduction reduces the number of
parking spaces required for the project.Additionally, there are ancillary
uses requested such as a commercial office space and cabanas.
Since the density has been reduced these additional uses are in
compliance with parking requirements. The Applicant is not requesting
any variances.
Staff has reviewed the site plan modification application and is
submitting this application with conditions for your consideration.
REASONS:
The Applicant is seeking approval of a modification to a previously
approved site plan for two 56-story towers 649 feet in height with 490
condominium units, 12 cabanas, 7,181 square feet of restaurant
space, 7,780 square feet of office space and 1,850 square feet of
retail space with a total floor area ratio(FAR)of 1,228,154 square feet.
ATTACHMENTS:
Description
Zoning Notice
Staff Report
Public Hearing Application
Letter of Intent
Letter of Intent First Amended
Item Number:6.A.
http://sunnvisles.novusaeenda.cool/AeendaWeb/CoverSheet.aspx?ItemID=1877 4/14/2016
CITY OF SUNNY ISLES BEACH
s NOTICE OF ZONING HEARING
NOTICE IS HEREBY GIVEN that a public hearing will be held by the City Commission of the
City of Sunny Isles Beach. Florida, in the David P. Samson Commission Chambers, Sunny Isles
Beach Government Center, 18070 Collins Avenue, Sunny Isles Beach, Florida on Thursday,
April 21, 2016 at 6:30 p.m., to consider the following Zoning application:
Application: La Playa Beach Associates, LLC (Applicant)
Project Name: Varadero — Site Plan Modification
Location: 18801 Collins Avenue
Public Hearing #: PZ2016-03
Summary:
The Applicant is seeking approval of a site plan modification. The Applicant obtained an approved
site plan pursuant to Resolution No. 15-Z-156, adopted on November 19, 2015. The site plan
modification consists of two 56-story condominium buildings, 649 feet in height with 490
condominium units, 12 cabanas, 7,181 square feet of restaurant space, 7,780 square feet of office
space and 1,850 square feet of retail space with a total floor area ratio (FAR) of 1,228,154 square
feet.
Request:
1. Pursuant to Section 265-18 of the City of Sunny Isles Beach Land Development Regulations,
the Applicant is requesting a site plan modification to modify a previously approved site plan
under Resolution No. 15-Z-156, adopted November 19, 2015.
The plans reviewed are on file, and may be examined, in the City Clerk's Office and are entitled
"Varadero", prepared by ODP Architects stamped received March 30, 2016 consisting of 23
sheets, landscaping plans prepared by West 8/Rosenberg Gardner Design consisting of 10 sheets
stamped received March 30, 2016, civil plans prepared by VSN Engineering stamped received
March 30, 2016 consisting of 21 pages and the Survey entitled ALTA/ACSM Land Title Survey
prepared by Fortin. Leavy, Skiles, Inc. consisting of one sheet dated on September 22, 2014
(Replotted 10/30/15). Plans are subject to revisions based comments provided by zoning staff of
the City of Sunny Isles Beach. Plans are subject to modification.
Legal:
All of Tract "I", less the South 216.66 feet as measured at right angles to the South line of said
Tract "I". of AMENDED PLAT NORTH BISCAYNE BEACH, according to the plat thereof, as
recorded in Plat Book 44, at Page 42, of the Public Records of Miami-Dade County, Florida.
TOGETHER WITH: That parcel of land lying East of and bounded on the West by the East line
of said Tract "I", and bounded on the North by the Easterly extension of the North line of said
Tract "I", and bounded on the East by the Erosion Control Line of the Atlantic Ocean, as recorded
in Plat Book 134 at Page 47, of said Public Records of Miami-Dade County, Florida, and bounded
on the South by the Easterly extension of the North line of the South 216.66 feet, as measured at
right angles to the South line of said Tract "1"of AMENDED PLAT NORTH BISCAYNE BEACH
AND
The South 200 feet of Tract "H", as measured at right angles to the South line of said Tract "H",
of AMENDED PLAT NORTH BISCAYNE BEACH, according to the plat thereof, as recorded in
Plat Book 44. at Page 42, of the Public Records of Miami-Dade County, Florida.
TOGETHER WITH: That parcel of land lying East of and bounded on the West by the East line
of said Tract "H", and bounded on the North by the Easterly extension of the North line of said
South 200 feet of Tract "H", as measured at right angles to the South line of said Tract "H", and
bounded on the East by the Erosion Control Line of the Atlantic Ocean, as recorded in Plat Book
134 at Page 47, of said Public Records of Miami-Dade County, Florida, and bounded on the South
by the Easterly extension of the South line of said Tract "H" of AMENDED PLAT NORTH
BISCAYNE BEACH.
Size of Property: 4.716 acres (205,424 sq. ft.)
Zone: Mixed Use Resort District
All persons are invited to appear at this meeting or be represented by an agent, or to express their
views in writing addressed to the City Clerk, City of Sunny Isles Beach, 18070 Collins Avenue,
Sunny Isles Beach, Florida, 33160. The courts have ruled that it is improper to contact a City
Commission member individually, either orally or in writing about any zoning applications. Maps
and other data pertaining to these applications are available for public inspection during normal
business hours in City Hall. Any zoning hearing may be continued at this meeting and under such
circumstances, additional legal notice would not be provided. Any persons wishing to speak at a
public hearing should register with the City Clerk prior to that item being heard. Inquiries
regarding the item may be directed to the City Clerk at(305) 792-1703. Please refer to the hearing
number when making an inquiry. If a person decides to appeal any decision made by the City
Commission with respect to any matter considered at such meeting or hearing, they will need a
record of the proceedings and, for such purpose, may need to ensure that a verbatim record of the
proceedings is made, which record includes the testimony and evidence upon which the appeal is
to be based. This notice does not constitute consent by the City for introduction or admission of
otherwise inadmissible or irrelevant evidence, nor does it authorize challenges or appeals not
otherwise allowed by law. In accordance with the Americans with Disabilities Act, all persons
who are disabled and who need special accommodations to participate in this meeting because of
that disability should contact the City Manager at 305-792-1701, no later than 48 hours prior to
the proceeding.
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CITY OF SUNNY ISLES BEACH
DEVELOPMENT REVIEW REPORT
VARADERO
SITE PLAN MODIFICATION
I. PROJECT SUMMARY
Application Number: PZ2016-03
Application Summary: The Applicant is seeking approval of a site plan modification. The
Applicant obtained a site plan approval pursuant to Resolution No. 15-
Z-156, adopted on November 19, 2015. The site plan modification
consists of two 56-story condominium buildings, 649 feet in height
with 490 condominium units, 12 cabanas, 7,181 square feet of
restaurant space, 7,780 square feet of office space and 1,850 square
feet of retail space with a total floor area ratio (FAR) of 1,228,154
square feet.
Applicant/Owner: La Playa Beach Associates, LLC
1300 Brickell Avenue
Miami, FL 33131
II. SITE INFORMATION
Land Area: 4.716 Acres (205,424 sq. ft.)
(Survey updated 9/22/14)
Location: 18801 Collins Avenue
Folio: 31-2202-003-0120
Legal Description: All of Tract "1", less the South 216.66 feet as measured at right angles
to the South line of said Tract "I", of AMENDED PLAT NORTH
BISCAYNE BEACH, according to the plat thereof, as recorded in Plat
I
U:\PLANNING&ZONING20031ZONING HEARING-APPLICAT1ONS\2016 APPLICATION\PZ2016-03 Varadero Mod.Staff Report 042116
Book 44, at Page 42, of the Public Records of Miami-Dade County,
Florida.
TOGETHER WITH
That parcel of land lying East of and bounded on the West by the East
line of said Tract "I", and bounded on the North by the Easterly
extension of the North line of said Tract "I", and bounded on the East
by the Erosion Control Line of the Atlantic Ocean, as recorded in Plat
Book 134 at Page 47, of said Public Records of Miami-Dade County,
Florida, and bounded on the South by the Easterly extension of the
North line of the South 216.66 feet, as measured at right angles to the
South line of said Tract "I" of AMENDED PLAT NORTH BISCAYNE
BEACH
AND
The South 200 feet of Tract "H", as measured at right angles to the
South line of said Tract "H", of AMENDED PLAT NORTH BISCAYNE
BEACH, according to the plat thereof, as recorded in Plat Book 44, at
Page 42, of the Public Records of Miami-Dade County, Florida.
TOGETHER WITH
That parcel of land lying East of and bounded on the West by the East
line of said Tract "H", and bounded on the North by the Easterly
extension of the North line of said South 200 feet of Tract "H", as
measured at right angles to the South line of said Tract "H", and
bounded on the East by the Erosion Control Line of the Atlantic
Ocean, as recorded in Plat Book 134 at Page 47, of said Public
Records of Miami-Dade County, Florida, and bounded on the South
by the Easterly extension of the South line of said Tract "H" of
AMENDED PLAT NORTH BISCAYNE BEACH.
Land Use: Mixed Use - High Density Resort (MUHDR)
This category is intended to provide for resort style developments
(hotels, hotel-apartments and resorts), high quality residential
apartments (as-of-right 50 DUs/acre and 2.5 F.A.R.) and associated
internal accessory uses (restaurants and other convenience
services). Residential densities with bonuses may not exceed eighty
(80) units per acre for apartments. The density may be increased by
the utilization of TDRs.
Zoning: Mixed Use Resort (MU-R)
This district provides for multifamily dwellings at a maximum density
of 80 dwelling units per acre for condominiums and 125 dwelling units
for apartment/hotel. Apartments, hotels, motels and apartment-hotels,
commercial services and retails goods internal to the buildings and
U:WLANNING&ZONIYG200SIZOSING HEART\G-APPLICATIO\SL016 APPLICATIONWZ201603 Varadero Mod.Staff Report 042116
conference facilities are permitted uses. The density may be
increased by the utilization of TDRs.
History: The subject property is known as La Playa Varadero Motel
Condominium. This property was developed in 1963 as a motel and
was converted into a Motel Condominium with a total of 349 units.
This property was one of the few remaining two-story motels in the
City but has been demolished by its current owners.
On November 19, 2015, the Applicant received approval of a site plan
for two 56-story towers consisting of 431 residential condominiums,
60 hotel units and 90 apartment-hotel units and 1,228,435 square feet
of floor area ratio (FAR) under Resolution 15-Z-156.
Adjacent Properties:
Existing Use Zoning Land Use Plan
North Ocean III MU-R MU-HDR
East Atlantic Ocean --
South Marenas Resort MU-R MU-HDR
West Millenium Plaza 8-1 N-B
III. REQUEST
1. Pursuant to Section 265-18 of the City of Sunny Isles Beach Land Development Regulations,
the Applicant is requesting a site plan modification to an approved site plan under Resolution
No. 15-Z-156, adopted November 19, 2015.
IV. ZONING REVIEW
The plans reviewed are on file, and may be examined, in the City Clerk's Office and are
entitled "Varadero", prepared by ODP Architects stamped received March 30, 2016
consisting of 23 sheets, landscaping plans prepared by West 8/Rosenberg Gardner
Design consisting of 10 sheets stamped received March 30, 2016, civil plans prepared by
VSN Engineering stamped received March 30, 2016 consisting of 21 pages and the Survey
entitled ALTA/ACSM Land Title Survey prepared by Fortin, Leavy, Skiles, Inc. consisting
of one sheet dated on September 22, 2014 (Replotted 10/30/15). Plans are subject to
revisions based comments provided by zoning staff of the City of Sunny Isles Beach. Plans
are subject to modification.
1. 265-35.D (1) Minimum Lot Area and Width: No modification requested.
2. 265-35.D (2) & 265-23 (2) (f) Maximum Height: No modification requested.
3. 265-35 D (3) Lot Coverage: No modification requested.
U1PLANNING&ZONING2003\ZONING 11EARING-APPLICATIONSH016 APPLICATION\PZ2016-03 Varadero Mod.Staff Report 042116
4. 265-35.D(4):Setbacks:
Required I Provided
Front
Tower 75 feet 147 feet 5 inches
Complies.
Porte Cochere 50 feet 75 feet 0 inches
Complies.
Pedestal 10 feet 17 feet 5 inches
(Subterranean) Complies.
Rear Bulkhead line or 20 feet from the 130 feet 0 inches
rear property line, whichever is (Tower) Complies.
closer to Collins Ave. 130 feet 0 inches
(Porte Cochere)
Complies.
46 feet 0 inches
(Pedestal) Complies.
Side North
Tower 50 feet or 25 feet if apply for 25 feet. Complies.
Design Flexibility.
Pedestal Three-foot setback for each two 25 feet. Complies.
feet of building height up to a
maximum setback of 20 feet.
Pedestal 0 feet (property line) Property line.
(Subterranean) Complies.
Side South
Tower 50 feet or 25 feet if apply for 25 feet. Complies.
Design Flexibility.
Pedestal Three-foot setback for each two 25 feet 0 inches.
feet of building height up to a Complies.
maximum setback of 20 feet.
Pedestal 0 feet (property line) Property line.
(Subterranean) Complies.
5. 265-35. D (5) Minimum separation between building: No modification requested.
6. 265-35. D (6) Maximum Building Width: No modification requested.
7. 265-35.D (8) Beach Access Easement: No modification requested.
8. 265-35.D (9) Floor Area Ratio: Complies.
Maximum floor area ratio (265-35.D(9)(b)):
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Permitted: Base 2.50 (513,572 square feet); with FAR Bonus and TDRs 5.98—
(1,228,435 square feet).
Provided: 5.98 with bonus FAR and TDRs — 1,228,154 square feet.
9. 265-35.D (10) (e) Maximum Dwelling Unit Density Bonuses: Complies.
(a) Apartment (Condominium) — 4.716 acres
Allowed: 50 dwelling units/acre (Base number); plus 30 dwelling units/acre
(Bonus number); and 30% increase from Base plus Bonus 24 dwelling units/acre
(TDRs). Max. 80 dwelling units/acres plus TDRs.
377 dwelling units (Base and Bonus); 113 dwelling units (TDRs)
Provided: 490 dwelling units.
(b) Tower One consists of 390 Condominium units.
(c) Tower Two consists of 100 Condominium units.
10. 265-35.D (11) Minimum Unit Size: Complies.
Required: 550 square feet (apartments)
Provided: Condominium unit sizes: Average of 2,231 square feet (smallest unit is 805
square feet and the largest unit is 11 ,408 square feet.)
11. 265-35.D (13) Parking Garage/rooftop: Complies.
Allowed: 5% Maximum (48 spaces)
Provided: 1 H/C parking space
12. 265-35 (15) Open Space: No modification requested.
13. 265-46 Parking:
Required Provided Comments
(Residential) 884 884 Complies.
Condominium Parking Spaces Parking spaces
(Commercial)
Restaurant 48 spaces 48 spaces Complies.
Office 26 spaces 26 spaces Complies.
Retail 8 spaces 8 spaces Complies.
Handicap 22 Spaces 22 Spaces For all uses
Per F.S. ch. 553 Complies.
pt. V
TOTAL 966 Spaces 977 Spaces Regular (*)
Tandem
Mechanical
Loading 2 (10' x 25') 2 (30' x 12') Complies.
Spaces 1 (11' x 35') 1 (11' x 35')
(') 21 parking spaces out of total are regular spaces. All remaining spaces are valet only
spaces, with the exception of the required handicap parking spaces.
U:IPLANNING&ZONING20031ZONING HEARING-APPLICATIONS12016 APPLICATIONWZ2016-03 Varadero Mod.Staff Report 042116
14. 265-56(A) Signage: Complies
Allowed: Two (2) Max. 78 square feet (monument)
Provided: Two (2) max. 78 square feet monument signs. Signage details to be
submitted at Building permitting.
15. 104-4.2 Art in Public Places. No modification requested.
16. Construction Staging Plan. Complies.
Required: Submit a proposal for construction staging.
Provided: Submitted as a separate document, dated March 30, 2016.
V. PLANNING REVIEW:
1. Comprehensive Plan
The proposed development is consistent with the Goals, Objectives and policies of the City
of Sunny Isles Beach Comprehensive Plan.
2. Traffic Engineering
Traffic Impact Study:
The Applicant submitted a traffic report dated March 4, 2016 prepared by Juan Espinosa
PE from David Plummer & Associates, Inc. The report has been reviewed by the City's
-Consultant Salman Rathore, PE from The Corradino Group. The Consultant provided
comments on March 11 , 2016 which stated that the development size is smaller and the
trips generated by the revised project is less as compared to the previous study. The City's
Consultant has approved the submitted plans subject to compliance with Condition #4 in
this report, to conduct a Pedestrian Crosswalk Warrant Analysis.
4. Landscaping Architect
The Applicant's Landscaping Plans were prepared by West8/Rosenberg Garden Design
dated March 30, 2016 and have been reviewed by City's Landscape Consultant Kathy
O'Leary Richards, PLA, ASLA, LEED GA from O'Leary Richards Design Associates, Inc.
dated November 6, 2015. The City's Consultant has approved the submitted plans.
5. Civil Engineering
Civil Engineering comments must be addressed during building permitting process. The
City's Consultant, The Corradino Group, has approved the submitted plans subject to
compliance with Condition #7.
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VI. FINAL ANALYSIS
Based on the above review by City's Staff and City's Consultants, the application is
consistent with the City's Comprehensive Plan and Land Development Regulations. The
site plan modification is a reduction of density, specifically though the elimination of the
hotel and apartment-hotel component. The density reduction reduces the number of
parking spaces required for the project. Additionally, there are ancillary uses requested
such as a commercial office space and cabanas. Since the density has been reduced
these additional uses are in compliance with parking requirements. The Applicant is not
requesting any variances.
Staff has reviewed the site plan modification application and is submitting this application
with conditions for your consideration.
VII. CONDITIONS
•
If the City approves this application, the application will be subject to the following
conditions set forth in Section VII.
Conditions to be completed before demolition, below grade or building permits are
issued.
1. That the plans in the approval be substantially in accordance with that submitted for public
hearing, which are entitled "Varadero", prepared by ODP Architects stamped received
March 30, 2016 consisting of 23 sheets, landscaping plans prepared by West 8/Rosenberg
Gardner Design consisting of 10 sheets stamped received March 30, 2016, civil plans
prepared by VSN Engineering stamped received March 30, 2016 consisting of 21 pages
and the Survey entitled ALTA/ACSM Land Title Survey prepared by Fortin, Leavy, Skiles,
Inc. consisting of one sheet dated on September 22, 2014 (Replotted 10/30/15). Plans are
subject to revisions based comments provided by zoning staff of the City of Sunny Isles
Beach. Plans are subject to modification.
2. All conditions enumerated under Resolution No. 15-Z-156 shall remain in effect, as
applicable.
3. Upon the submittal of an application for a building permit, the plans submitted shall be
approved by the Community Development Department and be consistent with the specific
site plan approved by the City Commission. Plans shall include all the required elements
of the site plan pursuant to the City's Land Development Regulations and
recommendations. Should compliance with recommendations result in a change that
would not be considered "minor" in accordance with Section 265-18 of the City Code; the
Applicant shall be required to obtain another approval of the City Commission.
4. That the Applicant shall address comments provided by City's Traffic Consultant regarding
Traffic and pedestrian crossing analysis. The City Manager or his designee shall review
and provide additional comments if necessary.
7
UiPLANN ING&ZONING200312ONING HEARIN'G-APPLICATIONSI2016 APPLICATIONWZ2016-03 Varadero Mod.Staff Report 042116
5. That the Applicant shall address comments provided by City's Civil Engineer regarding
civil plans submitted during site plan review process. The City Manager or his designee
shall review and provide additional comments if necessary.
6. That if the Applicant chooses to propose an artwork prior to building permitting, the
Applicant is not required to submit the remainder monetary contribution to meet the
minimum monetary requirement. Any artwork must be presented and approved by the City
Commission and already made deposits are not refundable nor credited.
7. That the Applicant shall address comments provided by City's Civil Engineer regarding
civil plans submitted during site plan review process. The City Manager or his designee
shall review and provide additional comments if necessary.
8. That the Applicant is required to provide a Declaration of Restrictive Covenants for the
restrictions to (1) Cabana ownership, cabanas are to be restricted to condominium owners
only; and (2) the commercial spaces within the project is to be restricted to one (1)
commercial entity under one (1) ownership. The Applicant shall submit a Declaration of
Restrictive Covenants in a form acceptable to the City Attorney. The Declaration of Restrictive
Covenant shall be recorded in the public records of Miami-Dade County at the Applicant's expense.
Conditions to be completed before any Certificate of Occupancy is issued.
9. Under Section 267-4, the City Manager and/or his/her designee in review of any
application, may refer any such application presented to it to such engineering, planning,
legal, technical, or environmental consultant or professional(s) employed by the City as
the Manager shall deem reasonably necessary to enable him/her to review such
application as required by law. Charges made by such consultants or professionals shall
be in accord with the charges customarily made for such services in Miami-Dade County,
and pursuant to an existing contractual agreement by and between the City and such
consultant. Charges made by the City shall be in accord with the hourly rates charged by
such consultants or hourly rates of employed professionals and shall be paid within 30
days on submission of City voucher.
10. At the time of submission of any application or thereafter, it is required that an escrow
account be established, from which withdrawals shall be made to reimburse the City for
the cost of professional review services, if any. The Applicant shall then provide funds to
the City for deposit into such account in an amount to be determined by the City Manager,
based on his/her evaluation of the nature and complexity of the application. The Applicant
shall be provided with copies of any City voucher for such services as they are submitted
to the City. When the balance in such escrow is reduced to one-third (1/3) of its initial
amount, the applicant shall deposit additional funds into such account to bring its balance
up to the amount of the initial deposit. If such account is not replenished within thirty-days
(30) after the applicant is notified, in writing, of the requirements for such additional deposit,
the City may suspend its review of the application. An application shall be deemed
incomplete if any amount shall be outstanding. A building permit or Certificate of Use and
Certificate of Occupancy shall not be issued unless all professional review fees charged
in connection with the applicant's project have been reimbursed to the City. Once all
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pertinent charges have been paid, the City shall refund to the Applicant any funds
remaining on deposit.
11. The Applicant shall furnish payment and performance bond in an amount determined by
the Building Official to ensure Applicant's performance of public improvements required
pursuant to site plan approval and in accordance with recommendations of the Building
Official after review of construction plans submitted based on development approval
granted herein. Any such bond shall be issued by a surety having a minimum rating of A-
1 in the Best's Key Rating Guide, Property/Casualty Edition, shall be subject to the
approval of the City, and shall provide that "this bond may not be cancelled or allowed to
lapse until 30 days after receipt by the City, by certified mail, return receipt requested, of
written notice from the issuer of the bond of intent to cancel or not to renew". As
improvements are made the City, within its discretion, may reduce or eliminate the bond
amount. These rights reserved by the City with respect to any construction bond
established pursuant to this section are in addition to all other rights and remedies the City
may have under this Resolution, in law or in equity.
Other Conditions.
12. That the Applicant obtains a Certificate of Occupancy and a Certificate of Use from the
City upon compliance with all terms and conditions. The Certificate of Occupancy and
Certificate of Use shall be subject to cancellation upon violation of any of the conditions.
13. That the approved site plan shall remain valid for a period of 72-months from the date of
the site plan modification approval. If no building permit is issued within the 72-month time
period, the site plan shall be considered null and void and of no force and effect.
14. That the Applicant complies with all City Ordinances, County, State and Federal Laws and
Regulations applicable to development and permit approvals.
15. All sand excavated from the property including sand from the western side of the Coastal
Construction Control Line ("CCCL") shall be cleaned and shall remain on the beach for re-
nourishment purposes in a location to be determined by Miami-Dade County Regulatory
and Economic Resources ("RER") (formerly Miami-Dade County Department of
Environmental Resources Management "DERM").
(END)
9
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March 31, 2016 f� ,
S '•rtor` s°
City Commission - %br SUN Oe
George"Bud°Sdtoli Mr.Clifford A.Schulman
Mayor Weiss Serota Helfman Cole & Bierman
Jeanette Gatto 2525 Pon-Cite Leon BEd.,Suite 700
Vice Mayor Coral Gables, FL 33134
Isaac Aelion
Commissioner RE:Varadero Site Plan modification requests
Dana Goldman
Commissioner
Dear Mr.Schulman:
Jenniifer.Levin
Commissioner
As you know, City Staff is reviewing your site plan modification requests for the
Varadero project. Your client's requests Include several issues that at this moment will
Christopher J.Russo �.:..,.., .,
ay Manager need additional'time fol Staff to research arid`su'bmit the proper recommendation. As
Hans Ottinot you may know,the City Code requires Staff to conduct a financial analysis before
ayAttorey recommending any-payment extension for TDRs and bonuses. I am proposing that the
Jane A. Hines site plan modification application includes only the following Items:
ay Clerk,MMC
o To allow for 490 residential units where 431 were approved
o To delete 60 hotel units and 90 apartment hotel units as were previously approved
o To allow for 12 cabana/suites
o To allow for 7,181 square foot of restaurant space,7,780 square feet of office space
and 1,850 square feet ofretail space
The other issues raised in your Letter of Intent will be presented to the City Commission
at a later time:
o To allow for modification of the TDRs request approved under Condition 17 of
Resolution No. 15-Z-156 .
o To allow for the modification of Resolution No. 2015-2497(TDRs Resolution)
o To allow for.the Incremental payment of fees for building permits and bonuses and
TDRs based on each Phase of construction of the project
Please advise if you want the site plan process to continue accordingly.Should you have
any question, please feel free to contact me at(305)792-1757.
Sincere
u.. asbun,AICP
Zoning Administrator/Planning Manager -
Page 1 of 2
Varadero Modification
PZ2016-03
March 31,2016
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CC:"Christo-phei Russo;City Manager „
co).O'i tri4,
StanVOrris,-Deputy City Manage 'r
Hans Ottinot, City Attoiney
•
Sylvia Miller, Planning and Zoning Technician •
•
Alek ArDaViel,A1CP;Bell'DaVid*Planding Gfoub
Chad Friedrifan,WSFICEI
.,
Celina M.-Vazgyez,.Fortune International
Esteban Koffsrhan, Chateau Group -
-
._
Edward O'Donnell, O'Donnell Dannwolf&Partners Architects, INC
Catalin Dobre, O'Donnell Dannwolf& Partners Architects, INC.
•
. .
•
• -
•
_ -
. '
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•
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Page 2 of 2
Varadero Modification .
PZ2016-03
March 31,2016
4°NNr I+ frs PUBLIC HEARING APPLICATION RECEIVED
Hearing V
Date Re,eived
� Folio Number
• • • 2016
� . 2016 -03
fII.01 fVM I�°
Proposed Project Name: Varadero PLANNING & ZONING DEPT.
—My-at-Sunny Isles Beach,FL
2. Name of Applicant La Playa Beach Associates, LLC -
a. If applicant is the owner,give name exactly as recorded on deed.
b. If applicant is lessee, attach copy of valid lease of one (I)year or more and Property
Qwnen_Swom_to:Conse nt.
c. If applicant is a corporation,partnership, limited partnership,or trustee,a separate
Disclosure of Interest form must be completed.
3. Applicant Mailing Address 1300 Brickell Avenue
City Miami State Florida Zip 33131
Tel.#(during working hours) 305-351-1000 Other
4. Name of Property Owner La Playa Beach Associates, LLC
Mailing Address 1300 Brickell Avenue
City Miami State Florida Zip 33131
Tel.#(during working hours) 305-351-1000 Other
5. Contact Person Chad Friedman
Mailing Address 2525 Ponce de Leon Blvd., Suite 700
City Miami State Florida Zip 33134
Tel. #(during working hours) 305-854-0800 Other
4. LEGAL DESCRIPTION OF THE PROPERTY COVERED BY THE
APPLICATION
a.if subdivided, provide lot,block,complete name of subdivision,plat book and
page number. — - - . - - - - - - - -
b.if metes and bounds description,provide complete legal description(including
section,township and range).
c.if separate request apply to different areas,provide the legal description of
each area covered by a separate request.
d.attach a separate,typed sheet if necessary. Verify the legal description is
correct.
See Attached.
5. Address or location of subject property: 18801 Collins Avenue
Folio No. 31-2202-003-0120
6. Size of property.• 435:81 - ft.z 469:99 ft.acres 4:716
City of Sunny Isles Beach Community Development Department
7. Date subject property acquired or leased❑ 19th day of November, 2014
term of lease years/months.
8. Does property owner own contiguous property to the subject property?If so,give
complete legal description of entire contiguous property.(If lengthy, please type on a sheet
labeled"Contiguous Property".
No.
9. Is there an option to purchase❑orlease 0-the-Subject property or property
contiguous thereto?
❑ Yes or X No
If yes,who are the potential purchasers or lessees?(Complete section of Disclosure of
Interest form also).
10. Present zoning classification(s): MU-R
1 I. REQUEST(S)COVERED UNDER THIS APPLICATION:
Please check the appropriate box and give a brief description of the nature
of the request in the space provided:
o Comprehensive Plan Amendment
o District Boundary Change(s)
o Site Plan Approval
o Conditional Use
o Variance
o Plat Approval
o Transfer Development Rights
o Vested Rights
-o-Appeals
XOther: Major Site Plan Modification
12. Has a public hearing been held on this property within the last year and a half? yes o no
If yes,applicants name La Playa Beach Associates, LLC
Date of hearing July 16, 2015 and November 19, 2015
Nature of hearing Temporary Sales Center (7/16/15) & Site Plan Approval (11/19/15)
Decision of hearing Approved
Resolution# 2015-2444 & 15-Z-156
City of Sunny Isles Beach Community Development Department
13. Is this hearing being requested as a result of violation notice?o yes X no
If yes, give name to which violation notice was served
Nature of violation
14. Are there any existing structures on the property? o yes X no
If yes,briefly describe
15. Is there any existing use on the property? ❑ yes rX no
If yes,what is the use and when was it established?Use
Established N/A
City of Sunny Isles Beach Community Development Department
OWNERSHIP AFFIDAVIT
FOR LIMITED LIABILITY COMPANY
STATE OF Florida Public Hearing No.
COUNTY OF Miami-Dade
Before me,the undersigned authority,personally appeared
,hereinafter the Affiant(s),who being first duly sworn by me,on oath,deposes and says:
1. Affiant is the manager,or managing member of the
La Playa Beach Associates. Limited Liability Company with the following
address:
1000-East-Ha lla ndale-Beach-Blvd-Su ite-B-H a lla ndale-Be ach-FL-33009
2. The Limited Liability Company owns or lease(circle one)the property, which is the
subject of the proposed hearing.
3. The subject property is legally described as:
See Attached
4. Affiant is legally authorized to file this application for public hearing:
5. Affiant understands this affidavit is subject to the penalties of law for perjury and the
possibility of voiding of any zoning granted at public hearing.
6. Affiant understands that the matters attached to and made part of the application are
honest and true to the best of my knowledge and belief. I understand this application must
be complete and accurate before the application can be submitted and the hearing
advertized.
-Witnesses: - -
i jjIPIP
• r gnature
G Evtuordo— ,
Print Name
\lam,v 1a Tic
. Print Name
Sworn to and subscribed before me on the LI day of M n h ,20 1 ,
Affiant is personal y jsnmin to me or has produced _ i as
Identification. nen n,N
Notary(Stamp/Seal)Commission Expires: l 12`4 LI 5
- y` ♦♦!g, SABRINA FERREIRA-
.4 )• MY COMMISSION FFF086874
Non/ EXPIRES January 27.2018
City of Sunny Isles Beach Comm mr- :•eS
v l men epartment
DISCLOSURE OF INTEREST
If the property which is the subject of the application is owned or leased by a CORPORATION,
list the principal stockholders and principal officers or stockholders consist of another corporation
(s), trustee (s), partnership(s) or other similar entities, further disclosures shall be required which
disclosures the identity of the individual(s)(natural persons having the ultimate ownership interest
in the aforementioned entity).
Corporation Name
Name,Address and Office Percentage of Stock
If the property which is the subject of the application is owned or leased by a LIMITED
LIABILITY COMPANY list the members or stockholders consist of another corporation (s),
trustee (s), partnership (s) or other similar entities, further disclosures shall be required which
disclosures the identity of the individual(s)(natural persons having the ultimate ownership interest
in the aforementioned entity).
La Playa Beach Associates, LLC , which is owned as follows:
LLC Name
Name,Address and Office Percentage of Stock
La Playa MM, LLC 56.91%
CH La Playa, LLC 22.98%
SM La Playa, LLC 20.11%
City of Sunny Isles Beach Community Development Department
If the property,which is the subject of the application, is owned or leased by a TRUSTEE, list the
beneficiaries of the trust and the percentage of interest held by each. {Note: where the beneficiary
(s) consist of corporation (s), another trust (s), partnership (s) or other similar entities, further
disclosure shall be required which disclosures the identity of the individual (s), (natural persons)
having the ultimate ownership interest in the aforementioned entity}.
Trust Name
Name and Address Percentage of Interest
If the property, which is the subject of the application, is owned or lease by a PARNERTSHIP or
LIMITED PARTNERSHIP, list the principals of the partnership, including general and limited
partners. {Note; where the other similar entities, further disclosures shall be required which
disclosures the identity of the individual (s)(natural person) having the ultimate ownership interest
in the aforementioned entity}.
PARTNERSHIP OR LIMITED PARTNERSHIP NAME
NAME AND ADDRESS PERCENTAGE OF OWNERSHIP
If there is a CONTRACT FOR PURCHASE, whether contingent on this application or not and
whether a Corporation, Trustee or Partnership list the names of the contract purchasers below,
including the principal officers, stockholders,beneficiaries or partners. {Note; where the principal
officers, stockholders,beneficiaries or partners consist of another corporation, trust, partnership or
other similar entities, further disclosure shall be required which discloses the identity of the
individual (s) (natural persons) having the ultimate ownership interest in the aforementioned
entity}.
NAME
City of Sunny Isles Beach Community Development Department
NAME.ADDRESS AND OFFICE(if applicable) Percentage of Interest
Date of Contract:
If any contingency clause or contract terms involve additional parties, list all individuals or
officers,if a corporation, partnership or trust.
For any changes of ownership or changes in contracts for purchase subsequent to the date of the
application, but prior to the date of final public hearing, a supplemental disclosure of interest shall
be filed.
The above is a full disclosure of all parties of interest in the application to the best of my
knowledge and belief. fige7"
• Signature: ��
(Applicant) COI UOrCIO rnerl j
Sworn to and subscribed before me, //
This- 4-- —day of—M arck-L —� - - ,20-16
ota', Public,State of Fl uride at Large p�"7ct, SABRINA FERREIRA
`r) MY COMMISSION#FF08B874
1 .Lr} I'Q •�a EXPIRES January 27.2018
My Commission Expires: // G taan 39eo153
FbrlCaHotarySelNR.tom
• Disclosure shall not be required of any entity; the equity interest is which are regularly traded on
an established securities market in the United States or other country;or any entity, the ownership
interest of which are held in a limited partnership consisting of more than 5,000 separate interest
and where no one person or entity holds more than a total of 5%of the ownership interest in the
limited partnership.
City of Sunny Isles Beach Community Development Department
Public Hearing No:
RESPONSIBILITIES OF THE APPLICANT
PLEASE READ CAREFULLY BEFORE SIGNING
I hereby acknowledge that I am aware of the preliminary review of plans of the proposed project
by the Department of Environmental Protection (DEP), and/or the Department of Environmental
Resources Management(DERM),the Florida Department of Transportation(FOOT). In addition,
the Miami-Dade County Fire Department (MDFD) for the staging area of the proposed project
along with the Miami-Dade County Biscayne Bay Shoreline Development Review Committee will
review and comment for approval all development applications. These comments sometimes
include requirements for an additional public hearing before(DERM)and the Environmental
Quality Control Board, (EQCB) in the preparation and execution of agreements to run with the
land,which are recorded,prior to obtaining a building permit.
I understand that is my responsibilities as the applicant or applicants representative to promptly
follow through with the compliance of DEP, DERM, MDFD, and /or Florida Department of
Transportation FDOT requirements or to advise this office in writing if the application will not go
forward and may be considered withdrawn. Contact with the above-mentioned agencies is advised
during the hearing process.
Permit requirements: I also understand that the Florida Building Code, DEP, DERM,MDFD,and
/or Florida Department of Transportation FDOT may contain requirements that affect my ability
to obtain a required building permit for my project, even if the zoning application is approved at
public hearing. I am aware that a Building Permit is required for all construction and that I am
responsible for obtaining the required permit, all required inspections, the Certificate of Use and
Occupancy or Certificate of Completion for any and all structures and additions whether proposed
or existing without permits. Additionally I am aware a Certificate of Use and Occupancy must be
obtained for the use of the property, if approved at a Zoning Hearing and that failure to obtain the
required permits and/or Certificates of Completion, Use and Occupancy will result in the initiation
of enforcement action against the occupant and owner. I further understand that submittal of
Zoning Hearing application will not necessary forestall enforcement action against the property.
Fees: I understand that the hearing fees paid at the time of filing may not be the total cost of the
hearing and that I will be advised of any other fees that can be associat i • t1. 8ublic hearing
application. Are.
Signature
Eduardo rmenj
Print Name
Notary: Sworn to and subscribed before me this Li day of H QYGIn , 2016
J■' I ��\@ SABRINA FERREIRA
•tary Public-State of FloridayI• MY COMMISSION BFF088874
Tio-til EXPIRES January 27,2018
(407)3984153 FIoddallotmySeMCe.COm
My commission expires 1114-11€
City of Sunny Isles Beach Community Development Department
I
=r i WEISS SEROTA HELFMAN
COLE & BIERMAN
f' Y.
,
nn:fA;.
Sad AT THE CROSSROADS OF BUSINESS, GOVERNMENT 416E THE LAW
CLIFFORD A.SCHULMAN, PARTNER
CSchulman@wsh-law.com
March 4, 2016 RECEIVED
Via Hand Delivery
Ms. Claudia Hasbun, Zoning Administrator MAR - 4 2016
City of Sunny Isles Beach
18070 Collins Avenue -'C
Suite 250 PLANNING & ZONING DEPT.
Sunny Isles Beach, Florida 33160 City of Sunny Isles Beach,FL
Re: Letter of Intent/La Playa Beach Associates, LLC/Property located at 18801
Collins Avenue/Application for Major Modification of Previously Approved
Site Plan Approval for a Phased Development/Approval for Use of Public or
Private TDRs
Dear Ms. Hasbun:
On behalf of La Playa Beach Associates, LLC (the "Applicant"), the owner of the
approximately 4.716 acre ocean front property located at the above referenced address (the
"Property") we respectfully submit this Letter of Intent in connection with your Department's
rules and regulations for filing a Public Hearing Application in the City of Sunny Isles Beach
(the "City"). We are particularly pleased and proud to be able to bring to the Florida Riviera the
next vision of the Chateau Group and Fortune International, which recently brought to the City
the Ritz-Carlton Residences.
The Property was previously approved by the Commission on November 19, 2015
through the adoption of Resolution No. 2015-2497 and the Commission approved the application
for use of public TDRs in the amount of 283,485 square feet (and 119 dwelling units) through
the adoption of Resolution No. 2015-2497 passed and adopted on the same date. That prior
approval was for 431 residential units; 60 hotel units; and, 90 apartment hotel units. The present
plan eliminates both the hotel and apartment hotel units and, instead, seeks approval for 490
residential units alone. The Applicant believes that the elimination of the hotel and apartment
hotel units will significantly reduce traffic impacts from the Project. In addition, the present plan
captures all required parking on site and without the need for any shared parking agreement.
The Project also proposed to have 12 cabana/suites in the building and ownership of these
cabanas will be restricted to unit owners within the property
2525 Ponce de Leon Blvd., Suite 700, Coral Gables, FL 33134 1305-854-0800 I www.wsh-law.com
• Ms. Claudia Hasbun
March 4, 2016
Page 2 of 3
The new plans also calls for removal of the bridge between the two towers as shown on
the prior plans and replacement of the bridge with an open air canopy.
Finally, since the approval of the prior Project the City Commission has also approved
the potential transfer of 75,000 square feet (and 35 dwelling units) from the property known as
the "Corner House" property to this site, through the adoption of Resolution No. 2016-2511 on
January 21, 2016. The Applicant would seek approval to utilize both the public and private
TDRs, at the applicant's option, but without exceeding the permitted FAR and density permitted
for the overall Project.
It must be noted that the present plans, like its predecessor; does not require or call for
any variances from the requirements of the LDRs.
1. Site plan approval adopting the plans entitled "Varadero" as prepared by the
architecture firm ODP, Architects Inc. and dated March, 4, 2016 and consisting of
two phased 56 story residential towers with 490 residential units; a branded
restaurant of approximately 7,181 square feet; and, corporate office space of
approximately 7,780 square feet and 1,850 square feet of retail for a total of
1,228,154 square feet of floor area.;
2. Approval of the ability to utilize up to 75,000 square feet (and 35 dwelling units)
in the alternative and at the option of the Applicant in lieu of a portion of the
283,485 square feet of previously approved public TDRs.
3. Modification of Condition No. 13 of Resolution No. 15-Z-156 so as to allow the
issuance of building permits to each phase of the Project and the incremental
payment of bonuses and TDRs as utilized for each Phase of the Project.
4. All other conditions and approvals contained in Resolution No. 15-Z-156 would
stay in full force and effect. The Applicant will agree to submit a
traffic/pedestrian study for a mid-block crosswalk at Collins Avenue south of
189`h Street, within 1 year from the date of the approval of this site plan.
The Applicant has already met or is in the process of meeting with: the Miami-Dade
County Fire Department to discuss staging of the proposed development; the City of North
Miami Beach regarding water availability; Miami-Dade County Water and Sewer Department
regarding sewer availability; the Florida Department of Transportation regarding Collins
Avenue; the Florida Department of Environmental Protection regarding the building siting in
relationship to the Coastal Construction Control Line; and the Applicant has retained the services
of a consultant to process its application through the Federal Aviation Administration. The
Applicant is committed to continue to meet and discuss the proposed development with these
agencies throughout the site plan process and will obtain any necessary approvals from these
agencies prior to initiating construction.
We submit that the requested approval is consistent with the provisions of the City's
Comprehensive Plan and LDRs. Thank you for your consideration of this application. We look
rn WEISS SEROTA HELEMAN
COLE & BIERMAN
®
AT AM C.mM.o.m ar NASHUf.Cov[LN uOn&nv LAW
•
Ms. Claudia Hasbun
March 4, 2016
Page 3 of 3
forward to your favorable review. If we can provide you with additional information or
documents,please do not hesitate to contact me at(305) 854-0800.
Very tru, you
li ord A. chul an
CASt2798.001
Enclosures
cc: Hans Ottinot, Esq.
Celina M. Vazquez
Esteban Koffsman
Manual Grosskopf
Eduardo Imery
Chad Friedman, Esq.
Fes, WEISS SE ROTA HELFMAN
A THE
COLE a&yBIERMAN LM
WEIS_S SEROTA HELFMAN
[74q COLE ,8,EBIERMAN
AT THE CROSSROADS OF BUSINESS, GOVERNMENT & THE LAW
CLIFFORD A. SCHULMAN, PARTNER
CSchulma nPwsh-law.com
March 23, 2016 RECEIVED
Via Hand Delivery
Ms. Claudia Hasbun. Zoning Administrator
City of Sunny Isles Beach V MAR 2 3 2016
18070 Collins Avenue f>"y .ovo _O3
Suite 250
Sunny Isles Beach, Florida 33160 PLANNING & ZONING DEPT.
City of Sunny Isles Beach,Ft.
Re: Amended Letter of Intent/La Playa Beach Associates, LLC/Property located
at 18801 Collins Avenue/Application for Major Modification of Previously
Approved Site Plan Approval for a Phased Development/Approval for Use of
Public or Private TDRs
Dear Ms. Hasbun:
On behalf of La Playa Beach Associates, LLC (the "Applicant"), the owner of the
approximately 4.716 acre ocean front property located at the above referenced address (the
"Property") we respectfully submit this Letter of Intent in connection with your Department's
rules and regulations for Udine a Public Hearing Application in the City of Sunny Isles Beach
(the "City"). We are particularly pleased and proud to be able to bring to the Florida Riviera the
next vision of the Chateau Group and Fortune International, which recently brought to the City
the Ritz-Carlton Residences.
The Property was previously approved by the Commission on November 19, 2015
through the adoption of Resolution No. 15-Z-156 and the Commission approved the application
for use of public TDRs in the amount of 283,485 square feet (and 119 dwelling units) through
the adoption of Resolution No. 2015-2497, passed and adopted on the same date. That prior
approval was for 431 residential units; 60 hotel units; and, 90 apartment hotel units. The present
plan eliminates both the hotel and apartment hotel units and, instead, seeks approval for 490
residential units alone. The Applicant believes that the elimination of the hotel and apartment
hotel units will significantly reduce traffic impacts from the Project. In addition, the present plan
captures all required parking on site and without the need for any shared parking agreement.
The Project also proposed to have 12 cabana/suites in the building and ownership of these
cabanas will be restricted to unit owners within the property
The new plans also calls for removal of the bridge between the two towers as shown on
the prior plans and replacement of the bridge with an open air canopy.
2525 Ponce de Leon Blvd., Suite 700, Coral Gables, FL 33134 1305-854-0800 I www.wsh-law.com
Ms. Claudia Hasbun
March 23, 2016
Page 2 of 3
Finally, since the approval of the prior Project the City Commission has also approved
the potential transfer of 75,000 square feet (and 35 dwelling units) from the property known as
the "Corner House" property to this site, through the adoption of Resolution No. 2016-2511 on
January 21, 2016. The Applicant would seek approval to utilize both the public and private
TDRs, but without exceeding the permitted FAR and density permitted for the overall Project.
It must be noted that the present plans, like its predecessor, does not require or call for
any variances from the requirements of the LDRs.
1. Site plan approval adopting the plans entitled "Varadero" as prepared by the
architecture firm ODP. Architects Inc. and dated March. 30. 2016 and consisting
of two phased 56 story residential towers with 490 residential units; a branded
restaurant of approximately 7,181 square feet; and, corporate office space of
approximately 7,780 square feet and 1,850 square feet of retail for a total of
1,228,1 54 square feet of floor area.;
2. Approval to amend Resolution No. 2015-2497 so as to allow the Applicant the
ability to utilize up to 75,000 square feet (and 35 dwelling units) in lieu of a
portion of the 283,485 square feet of previously approved public TDRs;
3. Modification of Condition No. 13 of Resolution No. 15-Z-I56 so as to allow the
issuance of building permits to each phase of the Project and the incremental
payment of bonuses and TDRs as utilized for each Phase of the Project.
The Applicant, pursuant to Ordinance No. 2012-389, is requesting an extension of
time in which to pay for the bonuses and TDRs that were approved by the
Commission by Resolution Nos. 15-Z-156 and 2015-2497. We would propose an
up to 72 month extension of time for such payments to coincide with extension of
time granted by the Commission in Resolution No. 15-Z-156. The total payments
that would be extended would be in total amount of 538,284.497, which
constitutes the total of bonuses and TDRs owed to city after the reduction of
75,000 square feet ($9,375,000) of TDRs being transferred from the Corner
House site to the La Playa site.
La Playa would agree to pay pursuant to a promissory note approved by the
Commission in the amount of 538,284,497 under the following terms: (i)
principal in the amount of$38,284, 497, unless reduced by payments, shall be due
at the end of the Term; (ii) the principal amount shall be subject to an interest rate
of_%; (iii) interest payments shall be made to the City on a quarterly basis;
(iv) principal payments shall be made upon the application for building permits
for the two approved residential towers (Tower I and Tower II) as set forth below;
(v) in the event application for building permit is made for Tower 1, the principal
amount of $23,618,345.91 shall be made prior to the issuance of the building
permit for Tower l; (vi) in the event application for building permit is made for
Tower II, the principal amount of $5,291,166.09 shall be made prior to the
issuance of the building permit for Tower II; and (vii) La Playa shall receive and
�AWEISS SEROTA HELFMAN
COLE & BIERMAN
At ra Cwo as os or 4sixax Gomioarn&no La,
Ms. Claudia Hasbun
March 23, 2016
Page 3 of 3
automatic ninety (90) day ("Penalty Period") extension of the Term subject to a
% annual interest rate during the penalty period un the principal balance is paid
in full; (viii) the City shall have the right to revoke any building permits issued
to La Playa pursuant to Zoning Resolutions 15-Z-156 and 16-Z- if La Playa, or
its assignees fail to make the required payments under this Agreement and any
promissory note that is required by the Agreement.
4. All other conditions and approvals contained in Resolution No. 15-Z-156 would
stay in full force and effect. The Applicant will agree to submit a
traffic/pedestrian study for a mid-block crosswalk at Collins Avenue south of
189th Street; within 1 year from the date of the approval of this site plan.
The Applicant has already met or is in the process of meeting with: the Miami-Dade
County Fire Department to discuss staging of the proposed development; the City of North
Miami Beach regarding water availability; Miami-Dade County Water and Sewer Department
regarding sewer availability; the Florida Department of Transportation regarding Collins
Avenue; the Florida Department of Environmental Protection regarding the building siting in
relationship to the Coastal Construction Control Line; and the Applicant has retained the services
of a consultant to process its application through the Federal Aviation Administration. The
Applicant is committed to continue to meet and discuss the proposed development with these
agencies throughout the site plan process and will obtain any necessary approvals from these
agencies prior to initiating construction.
We submit that the requested approval is consistent with the provisions of the City's
Comprehensive Plan and LDRs. Thank you for your consideration of this application. We look
forward to your favorable review. If we can provide you with additional information or
documents, please do not hesitate to contact me at (305) 854-0800.
Very tru youyeT
i•ord A. Sc/chhhuul an
CAS/2798.001
Enclosures
cc: Hans Ottinot, Esq.
Celina M. Vazquez
Esteban Koffsman
Manual Grosskopf
Eduardo lmery
Chad Friedman, Esq.
74WEISS SEROTA HELFMAN
COLE & BIERMAN
Arra Cwsuam of Bmvuus.Gov[w.wi&ixs LAW
Varadero, Sunny Isles
18801 COLLINS AVE, CITY OF SUNNY ISLES BEACH, FL 33160
SITE PLAN APPROVAL
DATE ISSUED 10-02-2015
DATE ISSUED 10-29-2015
DATE ISSUED 11-04-2015
ARCHITECTURAL DRAWINGS:
LANDSCAPE DRAWINGS:
TRAFFIC REPORTN/A
SHEET TITLENUMBER
L-0.000.00 PLANTING TABULATIONS
SHEET TITLENUMBER
A-0.000.00 COVER PAGE X
09
/
0
4
/
2
0
1
5
A.
S
I
T
E
P
L
A
N
A
P
P
R
O
V
A
L
IS
S
U
A
N
C
E
I
D
#
X
A-0.001.01
A-0.010.00
A-0.010.01
A-0.050.00
A-0.100.00
A-0.101.00
A-0.102.00
A-0.201.00
A-0.202.00
A-0.203.00
A-0.204.00
A-0.301.00
A-0.310.00
A-0.450.00
A-0.103.00
A-0.104.00
INDEX
GENERAL NOTES
FLOOR AREA RATIO KEY PLANS
SITE PLAN
BASEMENT LEVEL B1
LEVEL 01
LEVEL 02 GROUND
LEVEL 03
LEVEL 04
PARALLEL TO COLLINS ELEVATION
NORTH ELEVATION TOWER 2
EAST ELEVATION
SOUTH ELEVATIONS TOWER 1
SECTION 01
PODIUM SECTIONS
SECTION 03
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
SHEET TITLENUMBER
COLLINS TRAFFIC & CIVIL DRAWINGS:
COVER SHEET AND LOCATION MAPC-0 X
SHEET TITLENUMBER
ON-SITE TRAFFIC & CIVIL DRAWINGS:
SITE AND PAVING PLANC-1 X
SITE AND PAVING DETAILSC-2 X
OVERALL GRADING AND DRAINAGE PLANC-3 X
DRAINAGE PLANC-4 X
DRAINAGE PLANC-5 X
GRADING PLANC-6 X
GRADING PLANC-7 X
STORM DRAINAGE DETAILSC-8 X
SEDIMENT TANK AND DRAINAGE WELL #1C-9 X
SEDIMENT TANK AND DRAINAGE WELL #2C-10 X
SEDIMENT TANK AND DRAINAGE WELL #3C-11 X
SEDIMENT TANK AND DRAINAGE WELL #4C-12 X
SEDIMENT TANK AND DRAINAGE WELL #5C-13 X
SEDIMENT TANK AND DRAINAGE WELL #6C-14 X
SEDIMENT TANK AND DRAINAGE WELL #7C-15 X
SEDIMENT TANK AND DRAINAGE WELL #8C-16 X
CDS HYDRONOMIC SEPARATOR DETAILC-17 X
SITE UTILITIES PLANC-18 X
SITE UTILITIES PLANC-19 X
SITE UTILITIES PLANC-20 X
WATER DETAILSC-21 X
WATER DETAILSC-22 X
WATER PROFILESC-23 X
SEWER PROFILESC-24 X
A-0.105.00 L05 TO L07 TOWER1 TYP HOTEL TOWER2 X
A-0.115.00 L15 TO L44 TYPICAL RESIDENTIAL 8 UNITS X
A-0.145.00 L45 TO L51 TYPICAL RESIDENTIAL 6 UNITS X
A-0.152.00 L52 TO L53 TYPICAL SUITES 4 UNITS X
A-0.154.00 L54 TO L55 PENTHOUSE X
A-0.156.00 ROOF PLAN X
L-1.000.00 LANDSCAPE LAYOUT PLAN
L-2.000.00 LANDSCAPE MATERIALS PLAN
L-3.000.00 LANDSCAPE PLANTING PLAN
L-3.100.00 PLANTING SCHEDULE
L-4.000.00 SITE PLANTING LIGHTING
L000 COVER
A-0.010.02 UNIT DISTRIBUTION X
A-0.114.00 L14 MEP FLOOR X
A-0.108.00 L08 TO L13 TYPICAL APARTMENT-HOTEL X
A-0.010.03 COLLINS ELE. W/ 75' SEPARATION
L-5.000.00 DITIAL TYPICAL PLANTING
L-6.000.00 LANDSCAPE ILLUSTRATIVE PLAN
10
/
0
3
/
2
0
1
5
A.
S
I
T
E
P
L
A
N
A
P
P
R
O
V
A
L
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
SHARED PARKING ANALYSISN/A X X
daterev.issuance id. & description
keyplan
1000 E Hallandale Beach Blvd.
Hallandale Beach, FL 33009 T +1 (954) 455 8788
1300 Brickell Avenue
Miami, FL 33131 T +1 (305) 351 1000
Edward Andrew O'Donnell
FL. Architect Reg. No: AR93533
CHATEAU GROUP
Date
Originator Scale
Drawn by
Number
Title
client
FORTUNE INTERNATIONAL GROUP
WEST 8/ROSENBERG GARDNER DESIGN
landscape architect
333 HUDSON STREET, SUITE 905
NEW YORK, NY 10013
USA.
civil engineer
structural engineer
mechanical & electrical engineer
VSN ENGINEERING
DESIMONE
JGP ENGINEERING GROUP
8550 W. Flagler St. #113
Miami, FL 33144
800 Brickell Ave. #600
Miami, FL 33131
3553 NW 79th Ave.
Miami, FL 33122
check
VARADERO
18801 Collins Avenue
Sunny Isles Beach, FL 33160
Project Name
Stadhouderskade 113,
PO box 75381, 1070 AJ Amsterdam T +31 (0)20 570 2040The Netherlands
design consultant
6310 NW 2nd Ave.
Miami, FL 33150 T +1 (786) 708 2474
UNSTUDIO/TRACHTENBERG
GENERAL NOTES
architect of record
ODP ARCHITECTS
2432 Hollywood Blvd.
Hollywood, FL 33020
17670 NW 78TH Ave.
Hialeah, FL 33015 T +1 (305) 392-1016
T +1 (954) 518 0833
T +1 (305) 441 0755
T +1 (305) 436 9292
T +1 (305) 551 6267
T +1 (212) 285 0088
client
2801 FLORIDA AV. SUITE 18
MIAMI, FL 33133 T +1 (305) 461 9852
SLS FIRE PROTECTION ENGINEERS
DRAWING INDEX
A-0.001.01
ODP
11/02/2015
1/32"= 1'-0"
CL
LEVEL B1
LEVEL 01
LEVEL 02
ELEVATION -4'-0"
ELEVATION +15'-8"
ELEVATION +6'-0"
ELEVATION +26'-0"
ELEVATION -8'-0"
TOP OF PODIUM
COLLINS
10'-0" MIN.
CO
L
I
N
S
A
V
E
R
I
G
H
T
OF
W
A
Y
75'-0"
50'-0"
MA
X
I
M
U
M
P
A
R
K
I
N
G
ST
R
U
C
T
U
R
E
EN
C
R
O
A
C
H
M
E
N
T
PO
R
T
E
-
C
O
C
H
E
R
E
PE
R
M
I
T
T
E
D
S
E
T
B
A
C
K
FR
O
N
T
S
E
T
B
A
C
K
MAXIMUM HEIGHT
FOR GARAGE
STRUCTURE
17'-6"
SEE FLOOR PLAN
A-0.100.00
20
'
-
6
"
4:1 MAX S
L
O
P
E
L
I
N
E
FROM PRO
P
E
R
T
Y
T
O
F
R
O
N
T
S
E
T
B
A
C
K
25'-0"PR
O
P
E
R
T
Y
L
I
N
E
50'-0" MAX.
PR
I
M
A
R
Y
S
T
R
U
C
T
U
R
E
S
(T
O
W
E
R
S
)
MA
X
I
M
U
M
S
E
T
B
A
C
K
(P
O
D
I
U
M
)
PR
O
P
E
R
T
Y
L
I
N
E
3:
2
M
A
X
S
L
O
P
E
L
I
N
E
UP
T
O
5
0
'
-
0
"
H
I
G
H
LEVEL B1
LEVEL 01
LEVEL 02
ELEVATION -4'-0"
ELEVATION +15'-8"
ELEVATION +6'-0"
ELEVATION +26'-0"
ELEVATION -8'-0"
TOP OF PODIUM
COLLINS
LEVEL 03ELEVATION +42'-4"
TOWER LEVEL
LEVEL 04ELEVATION +54'-4"
TOWER LEVEL
6'-0"ALLOWED4'-8"
25'-0" MIN
@ TOWER
25'-0" MIN
@ PODIUM
10
'
-
0
"
PODIUM LEVEL
PODIUM LEVEL
TOWER
TOWER
PODIUM LEVEL
daterev.issuance id. & description
keyplan
1000 E Hallandale Beach Blvd.
Hallandale Beach, FL 33009 T +1 (954) 455 8788
1300 Brickell Avenue
Miami, FL 33131 T +1 (305) 351 1000
Edward Andrew O'Donnell
FL. Architect Reg. No: AR93533
CHATEAU GROUP
Date
Originator Scale
Drawn by
Number
Title
client
FORTUNE INTERNATIONAL GROUP
WEST 8/ROSENBERG GARDNER DESIGN
landscape architect
333 HUDSON STREET, SUITE 905
NEW YORK, NY 10013
USA.
civil engineer
structural engineer
mechanical & electrical engineer
VSN ENGINEERING
DESIMONE
JGP ENGINEERING GROUP
8550 W. Flagler St. #113
Miami, FL 33144
800 Brickell Ave. #600
Miami, FL 33131
3553 NW 79th Ave.
Miami, FL 33122
check
VARADERO
18801 Collins Avenue
Sunny Isles Beach, FL 33160
Project Name
Stadhouderskade 113,
PO box 75381, 1070 AJ Amsterdam T +31 (0)20 570 2040The Netherlands
design consultant
6310 NW 2nd Ave.
Miami, FL 33150 T +1 (786) 708 2474
UNSTUDIO/TRACHTENBERG
GENERAL NOTES
architect of record
ODP ARCHITECTS
2432 Hollywood Blvd.
Hollywood, FL 33020
17670 NW 78TH Ave.
Hialeah, FL 33015 T +1 (305) 392-1016
T +1 (954) 518 0833
T +1 (305) 441 0755
T +1 (305) 436 9292
T +1 (305) 551 6267
T +1 (212) 285 0088
client
2801 FLORIDA AV. SUITE 18
MIAMI, FL 33133 T +1 (305) 461 9852
SLS FIRE PROTECTION ENGINEERS
A-0.010.0011/02/2015
N/A
CL
GENERAL NOTES
PROJECT DATA
FOLIO: 31-2202-003-0120
PROJECT ADDRESS:
FOLIO NUMBERS:
ZONING CLASSIFICATION:
FUTURE LAND USE DESIGNATION:
F.E.M.A. FLOOD ZONE:
GROSS LOT AREA:
18801 COLLINS AVE, CITY OF SUNNY ISLES BEACH, FL 33160
31-2202-003-0120
MIXED USE - RESORT DISTRICT (MU-R)
MIXED USE - HIGH DENSITY/RESORT
ZONE DESIGNATION X, AE (ELEV 8) & VE (ELEV 10)
205,424 SQ FT. (≈4.716 ACRES)
SITE DEVELOPMENT STANDARDS
MINIMUM LOT WIDTH:
MINIMUM LOT AREA:
MAXIMUM HEIGHT :
LOT COVERAGE ( REF TO A-0.010.01)
SEC 265-35 D (1)
SEC 265-35 D (1)
SEC 265-35 D (2) B
SEC 265-35 D (3)
200'
20,000 SQFT
FEDERAL AVIATION ADMINISTRATION HEIGHT RESTRICTIONS.
(649'-0" NGVD)
MAX 60% OF THE AREA OF THE LOT.
MINIMUM SETBACKS
FRONT SETBACK
BELOW GRADE GARAGE:
PORTE COCHERE:
TOWER:
REAR SETBACK
BELOW GRADE GARAGE:
PEDESTAL:
TOWER:
INTERIOR SIDE SETBACK
NORTH
BELOW GRADE GARAGE:
PEDESTAL:
TOWER (PRIMARY STRUCTURES):
SOUTH
BELOW GRADE GARAGE:
PEDESTAL:
TOWER:
SEC 265-35 D (4) A.1
SEC 265-35 D (4) B.1
SEC 265-35 D (4) C.1
10'-0"
50'-0"
75'-0"
35' FROM PROPERTY LINE
35' FROM PROPERTY LINE
35' FROM PROPERTY LINE
PROPERTY LINE
3:2 MAX 50'
25'-0"*
PROPERTY LINE
3:2 MAX 50'
25'-0"**
MINIMUM SEPARATION
BETWEEN BUILDINGS
SEC 265-35 D (5)75'-0"*** †
MAXIMUM BUILDING WIDTH SEC 265-35 D (6)250'-0"
EASEMENTS
REQUIRED BEACH EASEMENT
PUBLIC OCEANFRONT PARK AND OPEN SPACE
SEC 265-35 D (8)
20'-0"
10,000 SQFT
Base F.A.R. Ratio
Beach Access Bonus
Access Easement
Beach Access Trust Fund
Public Beach Recreational Enhancement Bonus
Collins Avenue Public Streetscape Enhancements Bonus
Sunny Isles Beach Public Parking Bonus
Public Oceanfront Park and Open Space Enhancements Bonus
Educational and Cultural Infrastructure Bonus.
Sec 265-35 D (9) b
Sec 265-35 D (9) c.1
Sec 265-35 D (9) c.2
Sec 265-35 D (9) c.3
Sec 265-35 D (9) c.4
Sec 265-35 D (9) c.5
Sec 265-35 D (9) c.6
2.50
0.10
0.20
0.60
0.60
0.20
0.20
0.20
TOTAL FLOOR AREA RATIO (Without TDRs)
PURCHASED TDRs
INCREASE IN FAR THROUGH TDRs
TOTAL FAR RATIO (WITH TDRs)
4.60
1.38
30%
5.98
TOTAL FAR BUILDABLE AREA & TDRs 1,228,435 SQFT
TOWER 1 GFA
LEVEL B1 GARAGE
LEVEL 01
LEVEL 02
LEVEL 03
LEVEL 04
L05 TO L07 HOTEL
L08 TO L13
L15 TO L44 RESI 8 UNIT
L45 TO L51 RESI 6 UNITS
L52 TO L53 RESI 4 UNITS
L54 TO L55 RESI 2 UNITS
TOWER 2 GFA
L05 TO L41 RESI 3 UNIT
L42 TO L53 RES 2 UNIT
L54 TO L55
LOADING
size for one required loading space in MU-R
size standard required loading spaces
Sec 265-35 D (14)
OPEN SPACE REQUIREMENTS
MIN. REQ'D OPEN SPACE OF 40% OF TOTAL LOT AREA
MAX. ALLOWED HARDSCAPE 50% OF REQ'D OPEN
Sec 265-35 D (15)
AMOUNT OF OFF-STREET PARKING
MULTIFAMILY DWELLING
1.50 SPACES¹
2.00 SPACES
5% GUEST PARKING FOR BLDNGS W/OUT VALET
APARTMENT-HOTELS
1.00 1 BEDROOM UNIT
1.75 2 BEDROOM UNIT
2.00 3 OR MORE BEDROOM UNIT
HOTEL
1.00 FOR EACH ROOM OR SUITE
1.00 PER 100 SQFT LOBBY LOUNGE
1.00 PER 100 SQFT RESTAURANT IN MU-R DIST
1.00 PER 200 SQFT MEETING & EVENT VENUE
1.00 PER 250 SQFT FITNESS & RECREATIONAL
Sec 265-46 B
*
**
***
†
MINIMUM SETBACK OF 25 FEET REQUIRES A FEE PAYMENT OF $1,000,000.00 PER ELIGIBLE PARCEL.
MINIMUM SETBACK OF 25 FEET REQUIRES A FEE PAYMENT OF $1,000,000.00 PER ELIGIBLE PARCEL.
MINIMUM SEPARATION MAY BE REDUCED BY THE CITY MANAGER NOT MORE THAN 25% UPON A WRITTEN
FINDING BY ZONING, PLANNING AND BUILDING DIRECTOR THAT OPPOSING BUILDING WALLS OF THE ADJACENT
BUILDINGS ARE OFFSET, ANGLED OR HAVE MINIMAL WINDOW OPENINGS SUCH THAT RESIDENTIAL VIEWS FROM
WITHIN THE TOWERS ARE NOT ADVERSELY IMPACTED BY PROXIMATE AND DIRECT FACING RELATIONSHIPS OF
THE BUILDINGS.
DISTANCE BETWEEN TOWERS IS PARALLEL TO COLLINS. MINIMUM DISTANCE REQUIRED IS 100'. A 25%
REDUCTION IS BEING REQUESTED. REFER TO LETTER PROVIDED FOR REDUCTION COMPLIANCE.
REQ'D PROVIDED
REQ'D PROVIDED
PER FL GFA
9,461 SQFT
21,466 SQFT
26,466 SQFT
25,673 SQFT
21,003 SQFT
15,145 SQFT
16,112 SQFT
15,534 SQFT
15,997 SQFT
16,176 SQFT
10,872 SQFT
6,946 SQFT
6,610 SQFT
6,903 SQFT
41,085 SQFT MAX.
82,170 SQFT MIN.
17'-6" min
100'-0" min
150'-0" min
46'-0" min
140'-0" min
140'-0" min
26'-0" min
SETBACK AT 25'
26'-0" min
80'-0" min
215'-0" max
20'-0"
10,000 SQFT min
11'-0" W x 35'-0" L
Sec 265-46 D (2)OFF STREET LOADING
over 100 units for each mult resi or apartment hotel
up to 200 units for each hotel suit or room units
2 LOADING SPACES
2 LOADING SPACES
10'-0" W x 25'-0" L x
14' H
257 SPACES PER 171 UNITS
520 SPACES PER 260 UNITS
0 SPACES (VALET TO
BE PROVIDED)
24 SPACES PER 24 UNITS
95 SPACES PER 54 UNITS
24 SPACES PER 12 UNITS
60 SPACES FOR 60 ROOMS
12 SPACES FOR 1,177 SQFT
48 SPACES FOR 4,776 SQFT
46 SPACES FOR 9,034 SQFT
20 SPACES FOR 4,847 SQFT
AMENITY OPEN TO THE PUBLIC
GRAND TOTAL PARKING SPACES
REQ'D PROVIDED
1,114 SPACES 1,022 SPACES²
REQ'D PROVIDED
11'-0" W x 35'-0" L
10'-0" W x 25'-0" L x
14' H
41,085 SQFT MAX.
82,170 SQFT MIN.
TOTAL LOADING SPACES 4 LOADING SPACES 4 LOADING SPACES
TOTAL BUILDABLE AREA PROVIDED 1,228,399 SQFT
878,271 SQFT
350,128 SQFT
TOTAL
TOTAL
L14 0 SQFT
(3)
(6)
(30)
(7)
(2)
(2)
(1)
(FL)
(1)
(1)
(1)
(1)
(1)
(FL)
(2)
(12)
(37)
PER FL GFA
8 SPACES FOR 2,161 SQFT
OFFICE (ADMIN)
1.00 PER 300 SQFT OFFICE (ADMIN)
¹ 1 BEDROOM AND 2 BEDROOM UNITS ARE LESS THAN 1800 SQ.FT.
ENHANCEMENTS BONUS
COLLINS LANDSCAPE EASEMENT 10'-0"10'-0" min
4. MULTIFAMILY DWELLING
TOWER 1MULTIFAMILY DWELLING
1 BEDROOMS <1800 SQ. FT. 60 UNITS
74 UNITS
106 UNITS
46 UNITS
4 UNITS
4 UNITS
37 UNITS
0 UNITS
49 UNITS
49 UNITS
0 UNITS
2 UNITS
2 BEDROOMS <1800 SQ. FT.
3 BEDROOMS >1800 SQ. FT.
4 BEDROOMS >1800 SQ. FT.
5 BEDROOMS >1800 SQ. FT.
PENTHOUSE >1800 SQ. FT.
² REFERENCE "VARADERO SHARED PARKING ANALYSIS" LETTER PROVIDED.
MULTIFAMILY DWELLING SITE WIDE TOTAL 137 UNITS
APARTMENT-HOTEL SITE WIDE TOTAL 0 UNITS
TOWER 2
521 UNITSTOWER 1 AND TOWER 2 TOTAL
PROPERTY LINE
SETBACK AT 25'
PROPERTY LINE
777 SPACES PER 432 UNITS
143 SPACES
166 SPACES
TOTAL
TOTAL
TOTAL
20 SPACESTOTAL
8 SPACESTOTAL 0 SPACES²
SEC 265-5 APARTMENT-HOTEL UNITS SUBJECT TO 5% RESTRICTION PROVIDED
777 SPACES
117 SPACES²
257 SPACES
520 SPACES
49 SPACES²
7 SPACES²
28 SPACES²
42 SPACES²
2 SPACES²
0 SPACES²
20 SPACES²
77 SPACES²
20 SPACES²
126 SPACES²
2 SPACES²
ADA REQUIREMENT ACCESSIBLE PARKING REQ'D PROVIDED
2% OF 1,114 REQUIRED PARKING SPACES 23 SPACES 23 SPACES
2. FRONT SETBACK
3. PODIUM NORTH & SOUTH SETBACK
1. PROJECT LOCATION PLAN N.T.S.
944,950.4 SQFTTOTAL FAR BUILDABLE AREA
294 UNITS
90 UNITS
5. HOTEL UNITS
TOWER 1NUMBER OF UNITS
HOTEL ROOMS 60 UNITS 0 UNITS
TOWER 2
60 UNITSTOWER 1 AND TOWER 2 TOTAL
TOP ELE. AT +26' NGVD
TOP ELE. AT +26' NGVD
4 UNITS
REQUIRED
4 UNITS
RESTRICTED APARTMENT-HOTEL UNITS NAMES SUBJECT TO 5%
NAME OF UNITS TO BE RESOLVE PRIOR TO ISSUANCE OF A BUILDING PERMIT.
6. ZONING DISTRICT REQUIREMENTS
LEGAL DESCRIPTION
ZONING DISTRICTS
SITE DATA SUMMARY
MAXIMUM DWELLING DENSITY CALCULATIONS Sec 265-35 D (10)
DWELLING UNITS AS CALCULATED
70
DU/ACRE
125 (AS OF RIGHT)
80 (AS OF RIGHT)
CONDOTEL
DU/ACRE CONDO
332.48
0.56
4.156
4.716 TOTAL ACREAGE
AVAILABLE
30% TRANSFER DEVELOPMENT RIGHTS CALCULATIONS
DWELLING UNITS RECEIVED AS CALCULATED
283,485.12 SQFT
PURCHASED TDR
1.38
ACRE USED
ACRE USED
AREA ALLOWED
119
TOTAL DWELLING UNITS INCLUDING TDRs 521
20.72
DU/ACRE
37 (+30% TDRs)
24 (+30% TDRs)
CONDOTEL
DU/ACRE CONDO
99.744
0.56
4.156
ACRE USED
ACRE USED
TOTAL DWELLING UNITS WITHOUT TDRs 402
TDR UNITS
90
CONDOTEL
CONDO
431
PROPOSED
TOTAL DWELLING DENSITY WITH 30% T.D.R.s
TOTAL DWELLING UNITS RECEIVED AS CALCULATED
90.72
CONDOTEL
CONDO
432.224
ALLOWED
90
CONDOTEL
CONDO
431
120.464 119
ALLOWEDTOTAL DWELLING UNITS RECEIVED AS CALCULATED
TOTAL 30% T.D.R.s
PROPOSED
ALLOWED
ALLOWED
CONDOTEL
CONDO
CONDOTEL
CONDO
70
332
20
99
7. FLOOR AREA RATIO
8. DENSITY
9. PARKING & LOADING
PROPOSED
PROPOSED
CONDOTEL
CONDO
CONDOTEL
CONDO
20
99
70
332
EX
T
E
N
T
O
F
S
H
A
R
E
D
P
A
R
K
I
N
G
All of Tract "I", less the South 216.66 feet as measured at right angles to the South line of said Tract "I", of AMENDED PLAT NORTH
BISCAYNE BEACH, according to the plat thereof, as recorded in Plat Book 44, at Page 42, of the Public Records of Miami-Dade
County, Florida.
TOGETHER WITH
That parcel of land lying East of and bounded on the West by the East line of said Tract "I", and bounded on the North by the Easterly
extension of the North line of said Tract "I", and bounded on the East by the Erosion Control Line of the Atlantic Ocean, as recorded in
Plat Book 134 at Page 47, of said Public Records of Miami-Dade County, Florida, and bounded on the South by the Easterly
extension of the North line of the South 216.66 feet, as measured at right angles to the South line of said Tract "I" of AMENDED PLAT
NORTH BISCAYNE BEACH
AND
The South 200 feet of Tract "H", as measured at right angles to the South line of said Tract "H", of AMENDED PLAT NORTH
BISCAYNE BEACH, according to the plat thereof, as recorded in Plat Book 44, at Page 42, of the Public Records of Miami-Dade
County, Florida.
TOGETHER WITH
That parcel of land lying East of and bounded on the West by the East line of said Tract "H", and bounded on the North by the
Easterly extension of the North line of said South 200 feet of Tract "H", as measured at right angles to the South line of said Tract "H",
and bounded on the East by the Erosion Control Line of the Atlantic Ocean, as recorded in Plat Book 134 at Page 47, of said Public
Records of Miami-Dade County, Florida, and bounded on the South by the Easterly extension of the South line of said Tract "H" of
AMENDED PLAT NORTH BISCAYNE BEACH.
LEVEL 01
GFA AREA = 21,466 SQ. FT.
LEVEL 02 (GROUND)
GFA TOTAL = 26,466 SQ. FT.
LOT COVERAGE = 37,400 SQ. FT.
PERCENT COVERED = 18.2%
LANDSCAPE: = 78,931 SQ. FT.
HARDSCAPE: = 41,085 SQ. FT.
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2 2
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1
3
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1
1
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1
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1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
UP
UP
Level 1
ELEV. +15'-8"
DN
DN
Ram
p
1
:
1
2
DN
RR
RR
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CNCN
C
N
CNCN
C
N
CU
C
N
C
N
BS
CU
CU
CU
CU
CN CN CN CN
CN CN CN CN
CN
CN
CN CN
BS
BB
BS
CU
CU
BB
BB
CN
CN
CU
BS
CU
BS
CU
CU
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CU
CU
CU
CU
CU
CU
T1
1
T1
T1 T1
T1 T1
T1 T1
T1 T1
T1 T1
T1 T1
T1 T1
T
1
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1
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1
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1
1
1
1
1
1
1
1
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1
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1
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1
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1
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1
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1
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1
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1
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1
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T1T1
LEVEL B1
GFA AREA = 9,461 SQ. FT.
9461 SQ. FT.
5306 SQ. FT.
16160 SQ. FT.
6467 SQ. FT.
19999 SQ. FT.
5'-0"
1
1
1
1
1
1
1
UP
UP
Level 1
ELEV. +15'-8"
DN
DN
Ram
p
1
:
1
2
DN
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
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RR
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RR
RR
RR
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RR
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RR
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RR
RR
RR
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RR
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RR
CNCN
C
N
CNCN
C
N
CU
C
N
C
N
BS
CU
CU
CU
CU
CN CN CN CN
CN CN CN CN
CN
CN
CN CN
BS
BB
BS
CU
CU
BB
BB
CN
CN
CU
BS
CU
BS
CU
CU
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CU
CU
CU
CU
CU
CU
LEVEL 03
GFA TOTAL = 25,673 SQ. FT.
1
1
1
1
1
1
1
1
1
1
6492 SQ. FT.
19341 SQ. FT.
1
1
1
1
1
1
1
UP
UP
Level 1
ELEV. +15'-8"
DN
DN
Ram
p
1
:
1
2
DN
RR
RR
RR
RR
RR
RR
RR
RR
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CNCN
C
N
CNCN
C
N
CU
C
N
C
N
BS
CU
CU
CU
CU
CN CN CN CN
CN CN CN CN
CN
CN
CN CN
BS
BB
BS
CU
CU
BB
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CN
CN
CU
BS
CU
BS
CU
CU
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CU
CU
CU
CU
CU
CU
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
UP
UP
Level 1
ELEV. +15'-8"
DN
DN
Ram
p
1
:
1
2
DN
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
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CNCN
C
N
CNCN
C
N
CU
C
N
C
N
BS
CU
CU
CU
CU
CN CN CN CN
CN CN CN CN
CN
CN
CN CN
BS
BB
BS
CU
CU
BB
BB
CN
CN
CU
BS
CU
BS
CU
CU
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CU
CU
CU
CU
CU
CU
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
UP
UP
Level 1
ELEV. +15'-8"
DN
DN
Ram
p
1
:
1
2
DN
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
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RR
CNCN
C
N
CNCN
C
N
CU
C
N
C
N
BS
CU
CU
CU
CU
CN CN CN CN
CN CN CN CN
CN
CN
CN CN
BS
BB
BS
CU
CU
BB
BB
CN
CN
CU
BS
CU
BS
CU
CU
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CU
CU
CU
CU
CU
CU
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
UP
UP
Level 1
ELEV. +15'-8"
DN
DN
Ram
p
1
:
1
2
DN
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RRRR
RR
CNCN
C
N
CNCN
C
N
CU
C
N
C
N
BS
CU
CU
CU
CU
CN CN CN CN
CN CN CN CN
CN
CN
CN CN
BS
BB
BS
CU
CU
BB
BB
CN
CN
CU
BS
CU
BS
CU
CU
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CU
CU
CU
CU
CU
CU
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
UP
UP
Level 1
ELEV. +15'-8"
DN
DN
Ram
p
1
:
1
2
DN
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RRRR
RR
CNCN
C
N
CNCN
C
N
CU
C
N
C
N
BS
CU
CU
CU
CU
CN CN CN CN
CN CN CN CN
CN
CN
CN CN
BS
BB
BS
CU
CU
BB
BB
CN
CN
CU
BS
CU
BS
CU
CU
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CU
CU
CU
CU
CU
CU
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
UP
UP
Level 1
ELEV. +15'-8"
DN
DN
Ram
p
1
:
1
2
DN
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RRRR
RR
CNCN
C
N
CNCN
C
N
CU
C
N
C
N
BS
CU
CU
CU
CU
CN CN CN CN
CN CN CN CN
CN
CN
CN CN
BS
BB
BS
CU
CU
BB
BB
CN
CN
CU
BS
CU
BS
CU
CU
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CU
CU
CU
CU
CU
CU
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
UP
UP
Level 1
ELEV. +15'-8"
DN
DN
Ram
p
1
:
1
2
DN
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RRRR
RR
CNCN
C
N
CNCN
C
N
CU
C
N
C
N
BS
CU
CU
CU
CU
CN CN CN CN
CN CN CN CN
CN
CN
CN CN
BS
BB
BS
CU
CU
BB
BB
CN
CN
CU
BS
CU
BS
CU
CU
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CU
CU
CU
CU
CU
CU
sfElev, Stairs, MEP etc.1449.14583Non GFA
sfElev, Stairs, MEP etc.####Non GFA
sfElev, Stairs, MEP etc.####Non GFA
sfCorridor286.00000GFA
sfCorridor286.00000GFA
sfElev, Stairs, MEP etc.1449.14583Non GFA
sfElev, Stairs, MEP etc.1449.14583Non GFA
sfElev, Stairs, MEP etc.####Non GFA
sfElev, Stairs, MEP etc.####Non GFA
sfCorridor286.00000GFA
sfCorridor286.00000GFA
sfElev, Stairs, MEP etc.1449.14583Non GFA
sfElev, Stairs, MEP etc.1449.14583Non GFA
sfElev, Stairs, MEP etc.####Non GFA
sfElev, Stairs, MEP etc.####Non GFA
sfCorridor286.00000GFA
sfCorridor286.00000GFA
sfElev, Stairs, MEP etc.####Non GFA
sfElev, Stairs, MEP etc.####Non GFA
sfCorridor286.00000GFA
sfCorridor286.00000GFA
sfElev, Stairs, MEP etc.2087.66738Non GFA
sfElev, Stairs, MEP etc.1579.35493Non GFA
UP
UP
Level 1
ELEV. +15'-8"
DN
Ram
p
1
:
1
2
DN
RR
RR
RR
RR
RR
RR
RR
RR
RR
R
R
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RRRR
RR
CNCN
C
N
CNCN
C
N
CU
C
N
C
N
BS
CU
CU
CU
CU
CN CN CN CN
CN CN CN CN
CN
CN
CN CN
BS
BB
BS
CU
CU
BB
BB
CN
CN
CU
BS
CU
BS
CU
CU
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CU
CU
CU
CU
CU
CU
L05 TO L07 TYPICAL HOTEL & TYPICAL RESIDENTIAL 3 UNIT
GFA TOWER 1 = 15,145 SQ. FT.
GFA TOWER 2 = 6,946 SQ. FT.
L15 TO L44 TYPICAL RESIDENTIAL 8 UNIT & TYPICAL RESIDENTIAL 3 UNIT
GFA TOWER1 = 15,534 SQ. FT.
GFA TOWER 2 = 6,946 SQ. FT.
L45 TO L51 TYPICAL RESIDENTIAL 6 UNIT & TYPICAL RESIDENTIAL 3 UNIT
GFA TOWER1 = 15,997 SQ. FT.
GFA TOWER 2 = 6,610 SQ. FT.
L52 TO L53 TYPICAL SUITES 2 UNITS & TYPICAL RESIDENTIAL 3 UNIT
GFA TOWER1 = 16,176 SQ. FT.
GFA TOWER 2 = 6,610 SQ. FT.
ROOF PLAN
GFA TOTAL= 0 SQ FT
LEVEL 04
GFA TOTAL = 21,003 SQ. FT.
L54 TO L55 PENTHOUSE & TYPICAL RESIDENTIAL 3 UNIT
GFA TOWER1 = 10,872 SQ. FT.
GFA TOWER 2 = 6,903 SQ. FT.
26
'
-
8
"
sfElev, Stairs, MEP etc.####Non GFA
sfElev, Stairs, MEP etc.####Non GFA
sfCorridor286.00000GFA
sfCorridor286.00000GFA
L08 TO L13 APARTMENT-HOTEL &TYPICAL RESIDENTIAL 3 UNIT
GFA TOWER1 = 16,112 SQ. FT.
GFA TOWER 2 = 6,946 SQ. FT.
5,506 SQ. FT.
15,497 SQ. FT.
6,946 SQ. FT.
15,145 SQ. FT.
6,946 SQ. FT.
16,112 SQ. FT.
6,946 SQ. FT.
15,534 SQ. FT.
6,610 SQ. FT.
15,997 SQ. FT.
6,610 SQ. FT.
16,176 SQ. FT.
6,903 SQ. FT.
10,872 SQ. FT.
daterev.issuance id. & description
keyplan
1000 E Hallandale Beach Blvd.
Hallandale Beach, FL 33009 T +1 (954) 455 8788
1300 Brickell Avenue
Miami, FL 33131 T +1 (305) 351 1000
Edward Andrew O'Donnell
FL. Architect Reg. No: AR93533
CHATEAU GROUP
Date
Originator Scale
Drawn by
Number
Title
client
FORTUNE INTERNATIONAL GROUP
WEST 8/ROSENBERG GARDNER DESIGN
landscape architect
333 HUDSON STREET, SUITE 905
NEW YORK, NY 10013
USA.
civil engineer
structural engineer
mechanical & electrical engineer
VSN ENGINEERING
DESIMONE
JGP ENGINEERING GROUP
8550 W. Flagler St. #113
Miami, FL 33144
800 Brickell Ave. #600
Miami, FL 33131
3553 NW 79th Ave.
Miami, FL 33122
check
VARADERO
18801 Collins Avenue
Sunny Isles Beach, FL 33160
Project Name
Stadhouderskade 113,
PO box 75381, 1070 AJ Amsterdam T +31 (0)20 570 2040The Netherlands
design consultant
6310 NW 2nd Ave.
Miami, FL 33150 T +1 (786) 708 2474
UNSTUDIO/TRACHTENBERG
GENERAL NOTES
architect of record
ODP ARCHITECTS
2432 Hollywood Blvd.
Hollywood, FL 33020
17670 NW 78TH Ave.
Hialeah, FL 33015 T +1 (305) 392-1016
T +1 (954) 518 0833
T +1 (305) 441 0755
T +1 (305) 436 9292
T +1 (305) 551 6267
T +1 (212) 285 0088
client
2801 FLORIDA AV. SUITE 18
MIAMI, FL 33133 T +1 (305) 461 9852
SLS FIRE PROTECTION ENGINEERS
A-0.010.01
ODP
11/02/2015
N.T.S.
CL
FLOOR AREA RATIO
KEY PLANS
GFA:
NOT INCLUDED:
ELEVATORS, STAIRWELLS,
METER ROOMS, & ANCILLARY EQUIP.
NOT INCLUDED:
PARKING SPACES
GFA:
NOT INCLUDED:
ELEVATORS, STAIRWELLS,
METER ROOMS, & ANCILLARY EQUIP.
NOT INCLUDED:
PARKING SPACES
NOT INCLUDED:
ELEVATORS, STAIRWELLS,
METER ROOMS, ANCILLARY EQUIP.
& STORAGE
NOT INCLUDED:
ELEVATORS, STAIRWELLS,
METER ROOMS, & ANCILLARY EQUIP.
GFA:
GFA:
NOT INCLUDED:
ELEVATORS, STAIRWELLS,
METER ROOMS, & ANCILLARY EQUIP.
NOT INCLUDED:
ELEVATORS, STAIRWELLS,
METER ROOMS, & ANCILLARY EQUIP.
GFA:
OPEN TO BELOW
GFA:
NOT INCLUDED:
ELEVATORS, STAIRWELLS,
METER ROOMS, & ANCILLARY EQUIP.
NOT INCLUDED:
ELEVATORS, STAIRWELLS,
METER ROOMS, & ANCILLARY EQUIP.
GFA:
OPEN TO BELOW
GFA:
NOT INCLUDED:
ELEVATORS, STAIRWELLS,
METER ROOMS, & ANCILLARY EQUIP.
NOT INCLUDED:
ELEVATORS, STAIRWELLS,
METER ROOMS, & ANCILLARY EQUIP.
GFA:
OPEN TO BELOW
GFA:
NOT INCLUDED:
ELEVATORS, STAIRWELLS,
METER ROOMS, & ANCILLARY EQUIP.
NOT INCLUDED:
ELEVATORS, STAIRWELLS,
METER ROOMS, & ANCILLARY EQUIP.
GFA:
GFA:
NOT INCLUDED:
ELEVATORS, STAIRWELLS,
METER ROOMS, & ANCILLARY EQUIP.
NOT INCLUDED:
ELEVATORS, STAIRWELLS,
METER ROOMS, & ANCILLARY EQUIP.
GFA:
GFA:
NOT INCLUDED:
ELEVATORS, STAIRWELLS,
METER ROOMS, & ANCILLARY EQUIP.
NOT INCLUDED:
ELEVATORS, STAIRWELLS,
METER ROOMS, & ANCILLARY EQUIP.
GFA:
GFA:
NOT INCLUDED:
ELEVATORS, STAIRWELLS,
METER ROOMS, & ANCILLARY EQUIP.
NOT INCLUDED:
ELEVATORS, STAIRWELLS,
METER ROOMS, & ANCILLARY EQUIP.
GFA:
GFA:
NOT INCLUDED:
ELEVATORS, STAIRWELLS,
METER ROOMS, & ANCILLARY EQUIP.
NOT INCLUDED:
ELEVATORS, STAIRWELLS,
METER ROOMS, & ANCILLARY EQUIP.
GFA:
GFA:
NOT INCLUDED:
ELEVATORS, STAIRWELLS,
METER ROOMS, & ANCILLARY EQUIP.
NOT INCLUDED:
ELEVATORS, STAIRWELLS,
METER ROOMS, & ANCILLARY EQUIP.
GFA:
NOT INCLUDED:
ELEVATORS, STAIRWELLS,
METER ROOMS, & ANCILLARY EQUIP.
NOT INCLUDED:
ELEVATORS, STAIRWELLS,
METER ROOMS, & ANCILLARY EQUIP.
45'-0"
35'-4"
152'-4"
140'-0"
152'-0"
139'-11"
152'-4"
80
'
-
3
"
80
'
-
3
"
120'-8"
101'-4"
101'-4"
21
4
'
-
3
"
99
'
-
8
"
156'-2"
80
'
-
3
"
26
'
-
8
"
26
'
-
7
"
150'-11"
80
'
-
3
"
80
'
-
3
"
80
'
-
3
"
80
'
-
3
"
Dropoff
L1 Parking
Delivery
BOHB1 Parking B1 Parking
Tech
T1 Lobby T2 Lobby
Lounge
Cafe
B1 VALET PARKING
L1 SELF PARKING & AMENITIES
L2 MAIN LOBBIES & AMENITIES
L3 AMENITIES
L4 AMENITIES
L5 RESIDENTIAL 3 UNIT LAYOUT
L6 RESIDENTIAL 3 UNIT LAYOUT
L7 RESIDENTIAL 3 UNIT LAYOUT
L8 RESIDENTIAL 3 UNIT LAYOUT
L9 RESIDENTIAL 3 UNIT LAYOUT
L10 RESIDENTIAL 3 UNIT LAYOUT
L11 RESIDENTIAL 3 UNIT LAYOUT
L12 RESIDENTIAL 3 UNIT LAYOUT
L13 RESIDENTIAL 3 UNIT LAYOUT
L14 RESIDENTIAL 3 UNIT LAYOUT
L15 RESIDENTIAL 3 UNIT LAYOUT
L16 RESIDENTIAL 3 UNIT LAYOUT
L17 RESIDENTIAL 3 UNIT LAYOUT
L18 RESIDENTIAL 3 UNIT LAYOUT
L19 RESIDENTIAL 3 UNIT LAYOUT
L21 RESIDENTIAL 3 UNIT LAYOUT
L22 RESIDENTIAL 3 UNIT LAYOUT
L23 RESIDENTIAL 3 UNIT LAYOUT
L24 RESIDENTIAL 3 UNIT LAYOUT
L25 RESIDENTIAL 3 UNIT LAYOUT
L26 RESIDENTIAL 3 UNIT LAYOUT
L27 RESIDENTIAL 3 UNIT LAYOUT
L28 RESIDENTIAL 3 UNIT LAYOUT
L29 RESIDENTIAL 3 UNIT LAYOUT
L20 RESIDENTIAL 3 UNIT LAYOUT
L31 RESIDENTIAL 3 UNIT LAYOUT
L32 RESIDENTIAL 3 UNIT LAYOUT
L33 RESIDENTIAL 3 UNIT LAYOUT
L34 RESIDENTIAL 3 UNIT LAYOUT
L35 RESIDENTIAL 3 UNIT LAYOUT
L36 RESIDENTIAL 3 UNIT LAYOUT
L37 RESIDENTIAL 3 UNIT LAYOUT
L38 RESIDENTIAL 3 UNIT LAYOUT
L39 RESIDENTIAL 3 UNIT LAYOUT
L30 RESIDENTIAL 3 UNIT LAYOUT
L41 RESIDENTIAL 3 UNIT LAYOUT
L42 RESIDENTIAL 2 UNIT LAYOUT
L43 RESIDENTIAL 2 UNIT LAYOUT
L44 RESIDENTIAL 2 UNIT LAYOUT
L45 RESIDENTIAL 2 UNIT LAYOUT
L46 RESIDENTIAL 2 UNIT LAYOUT
L47 RESIDENTIAL 2 UNIT LAYOUT
L48 RESIDENTIAL 2 UNIT LAYOUT
L49 RESIDENTIAL 2 UNIT LAYOUT
L40 RESIDENTIAL 3 UNIT LAYOUT
L51 RESIDENTIAL 2 UNIT LAYOUT
L52 RESIDENTIAL 2 UNIT LAYOUT
L53 RESIDENTIAL 2 UNIT LAYOUT
L50 RESIDENTIAL 2 UNIT LAYOUT
L54 RESIDENTIAL 1 UNIT LAYOUT
L55 RESIDENTIAL 1 UNIT LAYOUT
VALET PARKING B1
SELF PARKING & AMENITIES L1
MAIN LOBBIES & AMENITIES L2
AMENITIES L3
AMENITIES L4
HOTEL L5
HOTEL L6
HOTEL L7
CONDOTEL L8
CONDOTEL L9
CONDOTEL L10
CONDOTEL L11
CONDOTEL L12
CONDOTEL L13
MEP L14
RESIDENTIAL 8 UNIT LAYOUT L15
RESIDENTIAL 8 UNIT LAYOUT L16
RESIDENTIAL 8 UNIT LAYOUT L17
RESIDENTIAL 8 UNIT LAYOUT L18
RESIDENTIAL 8 UNIT LAYOUT L19
RESIDENTIAL 8 UNIT LAYOUT L21
RESIDENTIAL 8 UNIT LAYOUT L22
RESIDENTIAL 8 UNIT LAYOUT L23
RESIDENTIAL 8 UNIT LAYOUT L24
RESIDENTIAL 8 UNIT LAYOUT L25
RESIDENTIAL 8 UNIT LAYOUT L26
RESIDENTIAL 8 UNIT LAYOUT L27
RESIDENTIAL 8 UNIT LAYOUT L28
RESIDENTIAL 8 UNIT LAYOUT L29
RESIDENTIAL 8 UNIT LAYOUT L20
RESIDENTIAL 8 UNIT LAYOUT L31
RESIDENTIAL 8 UNIT LAYOUT L32
RESIDENTIAL 8 UNIT LAYOUT L33
RESIDENTIAL 8 UNIT LAYOUT L34
RESIDENTIAL 8 UNIT LAYOUT L35
RESIDENTIAL 8 UNIT LAYOUT L36
RESIDENTIAL 8 UNIT LAYOUT L37
RESIDENTIAL 8 UNIT LAYOUT L38
RESIDENTIAL 8 UNIT LAYOUT L39
RESIDENTIAL 8 UNIT LAYOUT L30
RESIDENTIAL 8 UNIT LAYOUT L41
RESIDENTIAL 8 UNIT LAYOUT L42
RESIDENTIAL 8 UNIT LAYOUT L43
RESIDENTIAL 8 UNIT LAYOUT L44
RESIDENTIAL 6 UNIT LAYOUT L45
RESIDENTIAL 6 UNIT LAYOUT L46
RESIDENTIAL 6 UNIT LAYOUT L47
RESIDENTIAL 6 UNIT LAYOUT L48
RESIDENTIAL 6 UNIT LAYOUT L49
RESIDENTIAL 8 UNIT LAYOUT L40
RESIDENTIAL 6 UNIT LAYOUT L51
RESIDENTIAL 4 UNIT LAYOUT L52
RESIDENTIAL 4 UNIT LAYOUT L53
RESIDENTIAL 6 UNIT LAYOUT L50
RESIDENTIAL 2 UNIT LAYOUT L54
RESIDENTIAL 2 UNIT LAYOUT L55
Max Building Height TOWER 2
649' - NGVD
Max Building Height TOWER 1
649' - NGVD
L56 MEP MEP L56
67'-4"10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
65
'
-
6
"
166'-1"10
'
-
9
"
176'-10"
15
0
'
-
6
"
76
'
-
3
"
599'-1"
14
'
-
0
"
627'-1"
28
'
-
0
"
58
1
'
-
8
"
21
'
-
1
1
"
649'-0"
10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
10
'
-
9
"
11
'
-
9
"
14
'
-
0
"
100'-7"
327'-4"
576'-7"
22
'
-
6
"
17
3
'
-
0
"
33
'
-
3
"
500'-4"
613'-1"
587'-4"
564'-10"
554'-1"
543'-4"
532'-7"
521'-10"
511'-1"
488'-7"
477'-10"477'-10"
467'-1"
456'-4"
445'-7"
434'-10"
424'-1"
413'-4"
402'-7"
391'-10"
381'-1"
370'-4"
359'-7"
348'-10"
338'-1"
316'-7"
305'-10"
295'-1"
284'-4"
273'-7"
262'-10"
252'-1"
241'-4"
226'-7"
215'-10"
205'-1"
198'-4"
187'-7"
154'-4"
143'-7"
132'-10"
122'-1"
111'-4"
88'-10"
78'-1"
-4'-0"
15
'
-
8
"
0'-0"
6'
-
4
"
15'-8"
67'-4"
10
'
-
4
"
16
'
-
4
"
12
'
-
0
"
51
'
-
8
"
13
'
-
0
"
71
'
-
4
"
4'
-
0
"
26'-0"
2'-4"13
'
-
4
"
12
'
-
0
"
14
'
-
8
"
42'-4"
54'-4"
See Elevation sheets 200s
See Elevation sheets 200s
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
21
5
'
-
0
"
13
0
'
-
0
"
24
'
-
1
1
"
28
'
-
0
"
58
1
'
-
8
"
649'-0"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
14
'
-
0
"
14
'
-
0
"
16
1
'
-
3
"
624'-1"
596'-1"
67'-4"
228'-7"
443'-7"
466'-1"
22
'
-
6
"
78'-1"
88'-10"
99'-7"
110'-4"
121'-1"
131'-10"
142'-7"
153'-4"
164'-1"
174'-10"
185'-7"
196'-4"
207'-1"
217'-10"
239'-4"
250'-1"
260'-10"
271'-7"
282'-4"
293'-1"
303'-10"
314'-7"
325'-4"
336'-1"
346'-10"
357'-7"
368'-4"
379'-1"
389'-10"
400'-7"
411'-4"
422'-1"
432'-10"
454'-4"
476'-10"
487'-7"
498'-4"
509'-1"
519'-10"
530'-7"
541'-4"
552'-1"
562'-10"
573'-7"
584'-4"
610'-1"
-4'-0"
15
'
-
8
"
0'-0"
6'
-
4
"
15'-8"
67'-4"
10
'
-
4
"
16
'
-
4
"
12
'
-
0
"
51
'
-
8
"
13
'
-
0
"
71
'
-
4
"
4'
-
0
"
NGVD
26'-0"
2'-4"13
'
-
4
"
12
'
-
0
"
14
'
-
8
"
daterev.issuance id. & description
keyplan
1000 E Hallandale Beach Blvd.
Hallandale Beach, FL 33009 T +1 (954) 455 8788
1300 Brickell Avenue
Miami, FL 33131 T +1 (305) 351 1000
Edward Andrew O'Donnell
FL. Architect Reg. No: AR93533
CHATEAU GROUP
Date
Originator Scale
Drawn by
Number
Title
client
FORTUNE INTERNATIONAL GROUP
WEST 8/ROSENBERG GARDNER DESIGN
landscape architect
333 HUDSON STREET, SUITE 905
NEW YORK, NY 10013
USA.
civil engineer
structural engineer
mechanical & electrical engineer
VSN ENGINEERING
DESIMONE
JGP ENGINEERING GROUP
8550 W. Flagler St. #113
Miami, FL 33144
800 Brickell Ave. #600
Miami, FL 33131
3553 NW 79th Ave.
Miami, FL 33122
check
VARADERO
18801 Collins Avenue
Sunny Isles Beach, FL 33160
Project Name
Stadhouderskade 113,
PO box 75381, 1070 AJ Amsterdam T +31 (0)20 570 2040The Netherlands
design consultant
6310 NW 2nd Ave.
Miami, FL 33150 T +1 (786) 708 2474
UNSTUDIO/TRACHTENBERG
GENERAL NOTES
architect of record
ODP ARCHITECTS
2432 Hollywood Blvd.
Hollywood, FL 33020
17670 NW 78TH Ave.
Hialeah, FL 33015 T +1 (305) 392-1016
T +1 (954) 518 0833
T +1 (305) 441 0755
T +1 (305) 436 9292
T +1 (305) 551 6267
T +1 (212) 285 0088
client
2801 FLORIDA AV. SUITE 18
MIAMI, FL 33133 T +1 (305) 461 9852
SLS FIRE PROTECTION ENGINEERS
A-0.010.02
ODP
08/12/2015
N/A
CL
GENERAL NOTES
PROJECT DATA
NORTH TOWER (TOWER 2)SOUTH TOWER (TOWER 1)
3BEDROOMS 1BEDROOMS 4BEDROOMS
3BEDROOMS 1BEDROOMS 4BEDROOMS
3BEDROOMS 1BEDROOMS 4BEDROOMS
3BEDROOMS 1BEDROOMS 4BEDROOMS
3BEDROOMS 1BEDROOMS 4BEDROOMS
3BEDROOMS 1BEDROOMS 4BEDROOMS
3BEDROOMS 1BEDROOMS 4BEDROOMS
3BEDROOMS 1BEDROOMS 4BEDROOMS
3BEDROOMS 1BEDROOMS 4BEDROOMS
3BEDROOMS 1BEDROOMS 4BEDROOMS
3BEDROOMS 1BEDROOMS 4BEDROOMS
3BEDROOMS 1BEDROOMS 4BEDROOMS
3BEDROOMS 1BEDROOMS 4BEDROOMS
3BEDROOMS 1BEDROOMS 4BEDROOMS
3BEDROOMS 1BEDROOMS 4BEDROOMS
3BEDROOMS 1BEDROOMS 4BEDROOMS
3BEDROOMS 1BEDROOMS 4BEDROOMS
3BEDROOMS 1BEDROOMS 4BEDROOMS
3BEDROOMS 1BEDROOMS 4BEDROOMS
3BEDROOMS 1BEDROOMS 3BEDROOMS
3BEDROOMS 1BEDROOMS 3BEDROOMS
3BEDROOMS 1BEDROOMS 3BEDROOMS
3BEDROOMS 1BEDROOMS 3BEDROOMS
3BEDROOMS 1BEDROOMS 3BEDROOMS
3BEDROOMS 1BEDROOMS 3BEDROOMS
3BEDROOMS 1BEDROOMS 3BEDROOMS
3BEDROOMS 1BEDROOMS 3BEDROOMS
3BEDROOMS 1BEDROOMS 3BEDROOMS
3BEDROOMS 1BEDROOMS 3BEDROOMS
3BEDROOMS 1BEDROOMS 3BEDROOMS
3BEDROOMS 1BEDROOMS 3BEDROOMS
4BEDROOMS 1BEDROOMS 3BEDROOMS
4BEDROOMS 1BEDROOMS 3BEDROOMS
4BEDROOMS 1BEDROOMS 3BEDROOMS
4BEDROOMS 1BEDROOMS 3BEDROOMS
4BEDROOMS 1BEDROOMS 3BEDROOMS
4BEDROOMS 1BEDROOMS 3BEDROOMS
4BEDROOMS 4BEDROOMS
4BEDROOMS 4BEDROOMS
4BEDROOMS 4BEDROOMS
4BEDROOMS 4BEDROOMS
4BEDROOMS 4BEDROOMS
4BEDROOMS 4BEDROOMS
4BEDROOMS 4BEDROOMS
4BEDROOMS 4BEDROOMS
4BEDROOMS 4BEDROOMS
4BEDROOMS 4BEDROOMS
4BEDROOMS 4BEDROOMS
PH (5 BEDROOMS)
PH (5 BEDROOMS)
3BED 2BED 2BED 2BED 2BED 2BED 3BED 2BED 2BED 1BED 2BED 1BED 1BED 1BED 1BED
3BED 2BED 2BED 2BED 2BED 2BED 3BED 2BED 2BED 1BED 2BED 1BED 1BED 1BED 1BED
3BED 2BED 2BED 2BED 2BED 2BED 3BED 2BED 2BED 1BED 2BED 1BED 1BED 1BED 1BED
3BED 2BED 2BED 2BED 2BED 2BED 3BED 2BED 2BED 1BED 2BED 1BED 1BED 1BED 1BED
3BED 2BED 2BED 2BED 2BED 2BED 3BED 2BED 2BED 1BED 2BED 1BED 1BED 1BED 1BED
3BED 2BED 2BED 2BED 2BED 2BED 3BED 2BED 2BED 1BED 2BED 1BED 1BED 1BED 1BED
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20
21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40
41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 HOTEL UNITS
3BEDROOMS 2BEDROOMS 1BEDROOMS 3BEDROOMS 3BEDROOMS 1BEDROOMS 2BEDROOMS 4BEDROOMS
3BEDROOMS 2BEDROOMS 1BEDROOMS 3BEDROOMS 3BEDROOMS 1BEDROOMS 2BEDROOMS 4BEDROOMS
3BEDROOMS 2BEDROOMS 1BEDROOMS 3BEDROOMS 3BEDROOMS 1BEDROOMS 2BEDROOMS 4BEDROOMS
3BEDROOMS 2BEDROOMS 1BEDROOMS 3BEDROOMS 3BEDROOMS 1BEDROOMS 2BEDROOMS 4BEDROOMS
3BEDROOMS 2BEDROOMS 1BEDROOMS 3BEDROOMS 3BEDROOMS 1BEDROOMS 2BEDROOMS 4BEDROOMS
3BEDROOMS 2BEDROOMS 1BEDROOMS 3BEDROOMS 3BEDROOMS 1BEDROOMS 2BEDROOMS 4BEDROOMS
3BEDROOMS 2BEDROOMS 1BEDROOMS 3BEDROOMS 3BEDROOMS 1BEDROOMS 2BEDROOMS 3BEDROOMS
3BEDROOMS 2BEDROOMS 1BEDROOMS 3BEDROOMS 3BEDROOMS 1BEDROOMS 2BEDROOMS 3BEDROOMS
4BEDROOMS 2BEDROOMS 1BEDROOMS 3BEDROOMS 3BEDROOMS 1BEDROOMS 2BEDROOMS 3BEDROOMS
4BEDROOMS 2BEDROOMS 1BEDROOMS 3BEDROOMS 3BEDROOMS 1BEDROOMS 2BEDROOMS 3BEDROOMS
4BEDROOMS 2BEDROOMS 1BEDROOMS 3BEDROOMS 3BEDROOMS 1BEDROOMS 2BEDROOMS 3BEDROOMS
4BEDROOMS 2BEDROOMS 1BEDROOMS 3BEDROOMS 3BEDROOMS 1BEDROOMS 2BEDROOMS 3BEDROOMS
4BEDROOMS 2BEDROOMS 1BEDROOMS 3BEDROOMS 3BEDROOMS 1BEDROOMS 2BEDROOMS 3BEDROOMS
4BEDROOMS 2BEDROOMS 1BEDROOMS 3BEDROOMS 3BEDROOMS 1BEDROOMS 2BEDROOMS 3BEDROOMS
4BEDROOMS 2BEDROOMS 1BEDROOMS 3BEDROOMS 3BEDROOMS 1BEDROOMS 2BEDROOMS 3BEDROOMS
4BEDROOMS 2BEDROOMS 1BEDROOMS 3BEDROOMS 3BEDROOMS 1BEDROOMS 2BEDROOMS 3BEDROOMS
4BEDROOMS 2BEDROOMS 1BEDROOMS 3BEDROOMS 3BEDROOMS 1BEDROOMS 2BEDROOMS 3BEDROOMS
4BEDROOMS 2BEDROOMS 1BEDROOMS 3BEDROOMS 3BEDROOMS 1BEDROOMS 2BEDROOMS 3BEDROOMS
4BEDROOMS 2BEDROOMS 1BEDROOMS 3BEDROOMS 3BEDROOMS 1BEDROOMS 2BEDROOMS 3BEDROOMS
4BEDROOMS 2BEDROOMS 1BEDROOMS 3BEDROOMS 3BEDROOMS 1BEDROOMS 2BEDROOMS 3BEDROOMS
4BEDROOMS 2BEDROOMS 1BEDROOMS 3BEDROOMS 3BEDROOMS 1BEDROOMS 2BEDROOMS 3BEDROOMS
4BEDROOMS 2BEDROOMS 1BEDROOMS 3BEDROOMS 3BEDROOMS 1BEDROOMS 2BEDROOMS 3BEDROOMS
4BEDROOMS 2BEDROOMS 1BEDROOMS 3BEDROOMS 3BEDROOMS 1BEDROOMS 2BEDROOMS 3BEDROOMS
4BEDROOMS 2BEDROOMS 1BEDROOMS 3BEDROOMS 3BEDROOMS 1BEDROOMS 2BEDROOMS 3BEDROOMS
4BEDROOMS 2BEDROOMS 1BEDROOMS 3BEDROOMS 3BEDROOMS 1BEDROOMS 2BEDROOMS 3BEDROOMS
4BEDROOMS 2BEDROOMS 1BEDROOMS 3BEDROOMS 3BEDROOMS 1BEDROOMS 2BEDROOMS 3BEDROOMS
4BEDROOMS 2BEDROOMS 1BEDROOMS 3BEDROOMS 3BEDROOMS 1BEDROOMS 2BEDROOMS 3BEDROOMS
4BEDROOMS 2BEDROOMS 1BEDROOMS 3BEDROOMS 3BEDROOMS 1BEDROOMS 2BEDROOMS 3BEDROOMS
4BEDROOMS 2BEDROOMS 1BEDROOMS 3BEDROOMS 3BEDROOMS 1BEDROOMS 2BEDROOMS 3BEDROOMS
4BEDROOMS 2BEDROOMS 1BEDROOMS 3BEDROOMS 3BEDROOMS 1BEDROOMS 2BEDROOMS 3BEDROOMS
4BEDROOMS 2BEDROOMS 3BEDROOMS 3BEDROOMS 2BEDROOMS 4BEDROOMS
4BEDROOMS 2BEDROOMS 3BEDROOMS 3BEDROOMS 2BEDROOMS 4BEDROOMS
4BEDROOMS 2BEDROOMS 3BEDROOMS 3BEDROOMS 2BEDROOMS 4BEDROOMS
4BEDROOMS 2BEDROOMS 3BEDROOMS 3BEDROOMS 2BEDROOMS 4BEDROOMS
4BEDROOMS 2BEDROOMS 3BEDROOMS 3BEDROOMS 2BEDROOMS 4BEDROOMS
4BEDROOMS 2BEDROOMS 3BEDROOMS 3BEDROOMS 2BEDROOMS 4BEDROOMS
4BEDROOMS 2BEDROOMS 3BEDROOMS 3BEDROOMS 2BEDROOMS 4BEDROOMS
5BEDROOMS 4BEDROOMS 4BEDROOMS 5BEDROOMS
5BEDROOMS 4BEDROOMS 4BEDROOMS 5BEDROOMS
PH (5 BEDROOMS)PH (5 BEDROOMS)
PH (5 BEDROOMS)PH (5 BEDROOMS)
COOLING TOWERCOOLING TOWER
1.ALL ELEVATIONS ON NGVD
UNIT DISTRIBUTION
AP
P
L
I
C
A
T
I
O
N
F
O
R
T
R
A
N
S
F
E
R
O
F
D
E
V
E
L
O
P
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E
N
T
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I
G
H
T
S
PR
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P
O
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E
D
F
L
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A
R
E
A
R
A
T
I
O
5
.
9
8
,
D
E
N
S
I
T
Y
1
1
0
U
N
I
T
S
/
A
C
R
E
,
P
E
R
C
E
N
T
A
G
E
O
F
R
I
G
H
T
S
T
O
B
E
R
E
C
E
I
V
E
D
3
0
%
OR
2
8
3
,
4
8
5
.
1
2
S
Q
U
A
R
E
F
E
E
T
.
OR
F
R
O
M
L
E
V
E
L
4
3
T
O
L
E
V
E
L
5
5
O
N
B
O
T
H
T
O
W
E
R
1
A
N
D
T
O
W
E
R
2
AS
O
F
R
I
G
H
T
W
I
T
H
O
U
T
T
D
R
s
FA
R
R
A
T
I
O
O
F
4
.
6
4BEDROOMS 3BEDROOMS
1
0
'
-
0
"
M
A
X
.
P
A
R
K
I
N
G
S
T
R
U
C
T
U
R
E
E
N
C
R
O
A
C
H
M
E
N
T
A
N
D
C
O
L
L
I
N
S
L
A
N
D
S
C
A
P
E
E
A
S
E
M
E
N
T
daterev.issuance id. & description
keyplan
1000 E Hallandale Beach Blvd.
Hallandale Beach, FL 33009 T +1 (954) 455 8788
1300 Brickell Avenue
Miami, FL 33131 T +1 (305) 351 1000
Edward Andrew O'Donnell
FL. Architect Reg. No: AR93533
CHATEAU GROUP
Date
Originator Scale
Drawn by
Number
Title
client
FORTUNE INTERNATIONAL GROUP
WEST 8/ROSENBERG GARDNER DESIGN
landscape architect
333 HUDSON STREET, SUITE 905
NEW YORK, NY 10013
USA.
civil engineer
structural engineer
mechanical & electrical engineer
VSN ENGINEERING
DESIMONE
JGP ENGINEERING GROUP
8550 W. Flagler St. #113
Miami, FL 33144
800 Brickell Ave. #600
Miami, FL 33131
3553 NW 79th Ave.
Miami, FL 33122
check
VARADERO
18801 Collins Avenue
Sunny Isles Beach, FL 33160
Project Name
Stadhouderskade 113,
PO box 75381, 1070 AJ Amsterdam T +31 (0)20 570 2040The Netherlands
design consultant
6310 NW 2nd Ave.
Miami, FL 33150 T +1 (786) 708 2474
UNSTUDIO/TRACHTENBERG
GENERAL NOTES
architect of record
ODP ARCHITECTS
2432 Hollywood Blvd.
Hollywood, FL 33020
17670 NW 78TH Ave.
Hialeah, FL 33015 T +1 (305) 392-1016
T +1 (954) 518 0833
T +1 (305) 441 0755
T +1 (305) 436 9292
T +1 (305) 551 6267
T +1 (212) 285 0088
client
2801 FLORIDA AV. SUITE 18
MIAMI, FL 33133 T +1 (305) 461 9852
SLS FIRE PROTECTION ENGINEERS
A-0.010.03
UNS
11/02/2015
PARALLEL TO COLLINS
ELEVATION W/ 75'
1.ALL ELEVATIONS ON NGVD
COLLINS AVENUE (A1A)
SEPARATION
75'-0" SEPARATION
BETWEEN BUILDINGS
STRUCTURES
75'-0" SEPARATION
BETWEEN BUILDINGS
STRUCTURES
ZONING DISTRICT REQUIREMENT:
SEC 265-35 D (5)MINIMUN SEPARATION BETWEEN BUILDINGS 75'-0"
1/64"= 1'-0"
75'-0" SEPARATION
BETWEEN BUILDINGS
STRUCTURES
TOWER 1TOWER 2
TOWER 1
TOWER 2
BEACH
ATLANTIC OCEAN
SEE GENERAL NOTES AND PROJECT DATA. SHEET A-0.010.00
FOR ENLARGED ELEVATION
SEE SHEET A-0.201.00
SEE SITE PLAN FOR
PROPERTY CASEMENT AND
SETBACKS DESCRIOTIONS.
SHEET A-0.050.00
FLOORS BELOW
FLOORS BELOW
FLOORS BELOW
FLOORS BELOW
TOWER 1
TOWER 2
60
'
-
0
"
EDGE OF 7'-6" BALCONY
EDGE OF 7'-6" BALCONY
1
1
1
1
1
1
1
U
P
U
P
L
e
v
e
l
1
E
L
E
V
.
+
1
5
'
-
8
"
D
N
D
N
Ram
p
1
:
1
2
D
N
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
RRRRRRRR
R
R
R
R
R
R
R
R
R
R
RR RRRRRRRR
R
R
R
R
R
R
R
R
R
R
RR RRRR
R
R
C
N
C
N
C
N
C
N
C
N
C
N
C
U
C
N
C
N
B
S
C
U
C
U
C
U
C
U
C
N
C
N
C
N
C
N
C
N
C
N
C
N
C
N
C
N
C
N
C
N
C
N
B
S
B
B
B
S
C
U
C
U
B
B
B
B
C
N
C
N
C
U
B
S
C
U
B
S
C
U
C
U
C
N
C
N
C
N
C
N
C
N
C
N
C
N
C
N
C
N
C
N
C
N
C
N
C
N
C
U
C
U
C
U
C
U
C
U
C
U
300'-0"
300'-0"A1A COLLINS AVE.NORTH BOUND Collins Ave+6' 0" NGVDA1A COLLINS AVE.SOUTH BOUND A1A COLLINS AVE.SOUTH BOUNDRAMP TO LEHMAN CSWY
A1A COLLINS AVE.
NORTH BOUND
TRAFFIC OVERHEAD SIGNAGE
ATLANTIC OCEAN
STREET LIGHTSOUT
H
N
E
I
G
H
B
O
R
E
N
T
R
A
N
C
E
N
O
R
T
H
N
E
I
G
H
B
O
R
E
N
T
R
A
N
C
E
7
5
'
-
0
"
5
0
'
-
0
"
1
0
'
-
0
"
7
5
'
-
0
"
50'
-
0
"
10'-0"
7
5
'
-
0
"
F
R
O
N
T
S
E
T
B
A
C
K
5
0
'
-
0
"
P
O
R
T
E
-
C
O
C
H
E
R
E
P
E
R
M
I
T
T
E
D
S
E
T
B
A
C
K
1
0
'
-
0
"
M
A
X
P
A
R
K
I
N
G
S
T
R
U
C
T
U
R
E
E
N
C
R
O
A
C
H
M
E
N
T
T
O
W
E
R
S
E
T
B
A
C
K
T
O
W
E
R
S
E
T
B
A
C
K
300'-0"
4
7
0
'
-
0
"
433'-4"
4
7
4
'
-
2
"
P
H
A
S
E
2
T
O
W
E
R
2
P
H
A
S
E
1
T
O
W
E
R
1
B
E
A
C
H
A
C
C
E
S
S
20'-0"
25'-0"25'-0"
26'-0"
26'-0"210'-0"
P
R
O
P
E
R
T
Y
L
I
N
E
P
R
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
PROPERTY LINE
COASTAL CONSTRUCTI
O
N
L
I
N
E
COASTAL
CONSTRUCTION LINE
MAX PARKINGSTRUCTURE ENCROACHMENT
PORTE-COCHERE
PERMITTED SETBA
C
K
FRONT SETBACK
MAX PARKING
STRUCTURE
ENCROACHMENT
PORTE-COCHERE
PERMITTED SETB
A
C
K
FRONT SETBACK
BULKHEAD LINE
BULKHEAD LINE
PROPERTY LIN
E
PROPERTY LINE
S
E
R
V
I
C
E
R
O
A
D
B
E
A
C
H
E
A
S
E
M
E
N
T
1
0
'
-
0
"
M
A
X
.
P
A
R
K
I
N
G
S
T
R
U
C
T
U
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N
C
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A
C
H
M
E
N
T
A
N
D
C
O
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L
I
N
S
L
A
N
D
S
C
A
P
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E
A
S
E
M
E
N
T
1
0
'
-
0
"
M
A
X
.
P
A
R
K
I
N
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S
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C
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N
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DN
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MEP
non-GFA
AMENITIES
GFA
MEP
non-GFA
Resi Lobby
GFA AMENITIES
GFA
Lift Lobby
GFA
Fire L.
non-GFA
Circulation
GFA
FCC
non-GFA
Amenities
GFA
BOH
GFA
Specialty Restaurant
GFA
Corridor
GFA
BOH
GFA
Lift Lobby
GFA
Lift Lobby
GFA
Amenities
GFA
MEP
non-GFA
Amenities
GFA
Resi Lobby
GFA
Fire L.
non-GFA
Fire L.
non-GFA
Hotel Lobby
GFA
Stair
GFA
Stair
GFA
Stair
GFA
BOH
GFA
Lobby Lounge
GFA
BOH
GFA
BOH
GFA
2,372 SQ.FT.
1,177 SQ.FT.
Collins Ave
+6' 0" NGVD
Beach
+8' 9" NGVD
UP
UP
R
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Ra
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Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
DN
Level 2
ELEV. +26'-0"
DN
FIRE ENGINE SET-UP SITE
B
FIRE ENGINE SET-UP SITE
A
L2
L3
L2
Level 2
ELEV. +26'-0"
Level 2
ELEV. +27'-8"
Level 2
ELEV. +27'-8"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +27'-8"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
19'-8"
24'-0"
Ram
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22
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0
"
12'-0"
24'-0"
43
5
'
-
9
"
O
F
S
T
R
E
E
T
F
R
O
N
T
A
G
E
6'-0"
6'-0"
daterev.issuance id. & description
keyplan
1000 E Hallandale Beach Blvd.
Hallandale Beach, FL 33009 T +1 (954) 455 8788
1300 Brickell Avenue
Miami, FL 33131 T +1 (305) 351 1000
Edward Andrew O'Donnell
FL. Architect Reg. No: AR93533
CHATEAU GROUP
Date
Originator Scale
Drawn by
Number
Title
client
FORTUNE INTERNATIONAL GROUP
WEST 8/ROSENBERG GARDNER DESIGN
landscape architect
333 HUDSON STREET, SUITE 905
NEW YORK, NY 10013
USA.
civil engineer
structural engineer
mechanical & electrical engineer
VSN ENGINEERING
DESIMONE
JGP ENGINEERING GROUP
8550 W. Flagler St. #113
Miami, FL 33144
800 Brickell Ave. #600
Miami, FL 33131
3553 NW 79th Ave.
Miami, FL 33122
check
VARADERO
18801 Collins Avenue
Sunny Isles Beach, FL 33160
Project Name
Stadhouderskade 113,
PO box 75381, 1070 AJ Amsterdam T +31 (0)20 570 2040The Netherlands
design consultant
6310 NW 2nd Ave.
Miami, FL 33150 T +1 (786) 708 2474
UNSTUDIO/TRACHTENBERG
GENERAL NOTES
architect of record
ODP ARCHITECTS
2432 Hollywood Blvd.
Hollywood, FL 33020
17670 NW 78TH Ave.
Hialeah, FL 33015 T +1 (305) 392-1016
T +1 (954) 518 0833
T +1 (305) 441 0755
T +1 (305) 436 9292
T +1 (305) 551 6267
T +1 (212) 285 0088
client
2801 FLORIDA AV. SUITE 18
MIAMI, FL 33133 T +1 (305) 461 9852
SLS FIRE PROTECTION ENGINEERS
A-0.102.0011/02/2015
1"= 20'-0"
RY
LEVEL 02
GROUND
UNS/ODP
MONUMENTAL SIGNAGE PER
SEC. 265-56A MAXIMUM 78 SF
MAX HEIGHT 15' INCLUDING
PEDESTAL ALL SIGNS TO MEET
THE SIGHT SAFETY TRIANGLE
REQUIREMENTS. PEDESTAL
CANNOT BE MORE THAN 50% OF
TOTAL SIGN HEIGHT AND MUST
BE FULLY SCREENED WITH
LANDSCAPE MATERIAL
RIGHT HAND TURN
ONLY SEE CIVIL DRAWINGS
1. DRAINAGE FOR LEVELS B1, 01, AND 02 WILL BE ADDRESSED IN THE
BUILDING PERMIT DRAWINGS.
TRENCH DRAIN
TRENCH DRAIN
TRENCH DRAIN
HANDICAPPED ACCESSIBLE ELEVATOR
HANDICAPPED ACCESSIBLE ELEVATOR
MONUMENTAL SIGNAGE PER
SEC. 265-56A MAXIMUM 78 SF
MAX HEIGHT 15' INCLUDING
PEDESTAL ALL SIGNS TO MEET
THE SIGHT SAFETY TRIANGLE
REQUIREMENTS. PEDESTAL
CANNOT BE MORE THAN 50% OF
TOTAL SIGN HEIGHT AND MUST
BE FULLY SCREENED WITH
LANDSCAPE MATERIAL
5'-0"
Collins Ave
+6' 0" NGVD
Beach
+8' 9" NGVD
Amenities
GFA
Amenities
GFA
Amenities
GFA
Lift Lobby
GFA
Fire L.
non-GFA
Fire L.
non-GFA
Fire L.
non-GFA
Pre-function
GFA
MEETING & EVENT VENUE
GFA
Toilets
GFA
Toilets
GFA
Lift Lobby
GFA
Lift Lobby
GFA
Circulation
GFA
Amenities
GFA
Ou
t
d
o
o
r
G
a
l
l
e
r
y
T
e
r
r
a
c
e
no
n
-
G
F
A
BOH
GFA
Stair
GFA
Stair
GFA
Stair
GFA
9,034 SQ. FT.
EL.
EL.
S.EL.
STR.
UP
DN
EL.
EL.
S.EL.
EL.S.EL.
EL.
H.EL.
H.EL.
H.EL.EL.
EL.
EL.
S.EL.EL.
EL.
DN
DN
UP
UP
STR.
STR.
Void
Level 3
ELEV. +42'-4"
Level 3
ELEV. +42'-4"
L1
L2L3
L3
L2
L3
UP
Void
Void
Void
Void
L2
1
1
1
1
1
1
1
1
1
1
TOWER SETBACK
TOWER SETBACK
BEACH ACCESS
PROPERTY LINE
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
CO
A
S
T
A
L
C
O
N
S
T
R
U
C
T
I
O
N
L
I
N
E
CO
A
S
T
A
L
C
O
N
S
T
R
U
C
T
I
O
N
L
I
N
E
MA
X
P
A
R
K
I
N
G
ST
R
U
C
T
U
R
E
E
N
C
R
O
A
C
H
M
E
N
T
PO
R
T
E
-
C
O
C
H
E
R
E
PE
R
M
I
T
T
E
D
S
E
T
B
A
C
K
FR
O
N
T
S
E
T
B
A
C
K
MA
X
P
A
R
K
I
N
G
ST
R
U
C
T
U
R
E
E
N
C
R
O
A
C
H
M
E
N
T
PO
R
T
E
-
C
O
C
H
E
R
E
PE
R
M
I
T
T
E
D
S
E
T
B
A
C
K
FR
O
N
T
S
E
T
B
A
C
K
BU
L
K
H
E
A
D
L
I
N
E
BU
L
K
H
E
A
D
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
SERVICE ROAD
10'-0" MAX. PARKING STRUCTURE ENCROACHMENT AND
CO
L
L
I
N
S
L
A
N
D
S
C
A
P
E
E
A
S
E
M
E
N
T
TO
B
A
L
C
O
N
Y
S
L
A
B
E
X
T
E
N
S
I
O
N
SE
E
S
H
E
E
T
A
-
0
.
0
1
0
.
0
3
daterev.issuance id. & description
keyplan
1000 E Hallandale Beach Blvd.
Hallandale Beach, FL 33009 T +1 (954) 455 8788
1300 Brickell Avenue
Miami, FL 33131 T +1 (305) 351 1000
Edward Andrew O'Donnell
FL. Architect Reg. No: AR93533
CHATEAU GROUP
Date
Originator Scale
Drawn by
Number
Title
client
FORTUNE INTERNATIONAL GROUP
WEST 8/ROSENBERG GARDNER DESIGN
landscape architect
333 HUDSON STREET, SUITE 905
NEW YORK, NY 10013
USA.
civil engineer
structural engineer
mechanical & electrical engineer
VSN ENGINEERING
DESIMONE
JGP ENGINEERING GROUP
8550 W. Flagler St. #113
Miami, FL 33144
800 Brickell Ave. #600
Miami, FL 33131
3553 NW 79th Ave.
Miami, FL 33122
check
VARADERO
18801 Collins Avenue
Sunny Isles Beach, FL 33160
Project Name
Stadhouderskade 113,
PO box 75381, 1070 AJ Amsterdam T +31 (0)20 570 2040The Netherlands
design consultant
6310 NW 2nd Ave.
Miami, FL 33150 T +1 (786) 708 2474
UNSTUDIO/TRACHTENBERG
GENERAL NOTES
architect of record
ODP ARCHITECTS
2432 Hollywood Blvd.
Hollywood, FL 33020
17670 NW 78TH Ave.
Hialeah, FL 33015 T +1 (305) 392-1016
T +1 (954) 518 0833
T +1 (305) 441 0755
T +1 (305) 436 9292
T +1 (305) 551 6267
T +1 (212) 285 0088
client
2801 FLORIDA AV. SUITE 18
MIAMI, FL 33133 T +1 (305) 461 9852
SLS FIRE PROTECTION ENGINEERS
A-0.103.0011/02/2015
LEVEL 03
1"= 20'-0"
RY
UNS/ODP
1. DRAINAGE FOR LEVELS B1, 01, AND 02 WILL BE ADDRESSED IN THE
BUILDING PERMIT DRAWINGS.
1
1
1
1
1
1
1
1
1
1
5'-0"
Evening Pool
Evening Deck
Evening Pool
Evening Deck
Void
Level 4
ELEV. +54'-4"
Level 4
ELEV. +54'-4"
Level 4
ELEV. +54'-4"
Level 4
ELEV. +54'-4"
Venue
double
height
L3
L4
L3
L4
L4
L3
Void
Void
Void
Void
Collins Ave
+6' 0" NGVD
Beach
+8' 9" NGVD
TOWER SETBACK
TOWER SETBACK
BEACH ACCESS
PROPERTY LINE
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
CO
A
S
T
A
L
C
O
N
S
T
R
U
C
T
I
O
N
L
I
N
E
CO
A
S
T
A
L
C
O
N
S
T
R
U
C
T
I
O
N
L
I
N
E
MA
X
P
A
R
K
I
N
G
ST
R
U
C
T
U
R
E
E
N
C
R
O
A
C
H
M
E
N
T
PO
R
T
E
-
C
O
C
H
E
R
E
PE
R
M
I
T
T
E
D
S
E
T
B
A
C
K
FR
O
N
T
S
E
T
B
A
C
K
MA
X
P
A
R
K
I
N
G
ST
R
U
C
T
U
R
E
E
N
C
R
O
A
C
H
M
E
N
T
PO
R
T
E
-
C
O
C
H
E
R
E
PE
R
M
I
T
T
E
D
S
E
T
B
A
C
K
FR
O
N
T
S
E
T
B
A
C
K
BU
L
K
H
E
A
D
L
I
N
E
BU
L
K
H
E
A
D
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
SERVICE ROAD
10'-0" MAX. PARKING STRUCTURE ENCROACHMENT AND
CO
L
L
I
N
S
L
A
N
D
S
C
A
P
E
E
A
S
E
M
E
N
T
TO
B
A
L
C
O
N
Y
S
L
A
B
E
X
T
E
N
S
I
O
N
SE
E
S
H
E
E
T
A
-
0
.
0
1
0
.
0
3
Amenities
GFA
MEP
non-GFA
Amenities
GFA
Amenities
GFA
Amenity
GFA
Fitness - Recreational
GFA
Fire L.
non-GFA
Circulation
GFA
Toilets
GFA
Fire L.
non-GFA
Fire L.
non-GFA
BOH
GFA
Lift Lobby
GFA
Lift Lobby
GFA
Circ
GFA
MEP
non-GFA
Outdoor
non-GFA
Amenities
GFA
Amenities
GFA
Lift Lobby
GFA
Stair
GFA
Stair
GFA
Stair
GFA
Amenities
GFA
BOH
GFA
Fitness - Lockers - Showers
GFA
4,847 SQ.FT.
EL.
EL.
S.EL.
STR.
UP
DN
EL.
EL.
S.EL.
EL.S.EL.
EL.
H.EL.
H.EL.
H.EL.EL.
EL.
EL.
S.EL.EL.
EL.
DN
DN
UP
UP
STR.
STR.
Level 4
ELEV. +54'-4"
Level 4
ELEV. +54'-4"
Level 4
ELEV. +54'-4"
Level 3
ELEV. +42'-4"
Level 4
ELEV. +54'-4"
Level 4
ELEV. +54'-4"
daterev.issuance id. & description
keyplan
1000 E Hallandale Beach Blvd.
Hallandale Beach, FL 33009 T +1 (954) 455 8788
1300 Brickell Avenue
Miami, FL 33131 T +1 (305) 351 1000
Edward Andrew O'Donnell
FL. Architect Reg. No: AR93533
CHATEAU GROUP
Date
Originator Scale
Drawn by
Number
Title
client
FORTUNE INTERNATIONAL GROUP
WEST 8/ROSENBERG GARDNER DESIGN
landscape architect
333 HUDSON STREET, SUITE 905
NEW YORK, NY 10013
USA.
civil engineer
structural engineer
mechanical & electrical engineer
VSN ENGINEERING
DESIMONE
JGP ENGINEERING GROUP
8550 W. Flagler St. #113
Miami, FL 33144
800 Brickell Ave. #600
Miami, FL 33131
3553 NW 79th Ave.
Miami, FL 33122
check
VARADERO
18801 Collins Avenue
Sunny Isles Beach, FL 33160
Project Name
Stadhouderskade 113,
PO box 75381, 1070 AJ Amsterdam T +31 (0)20 570 2040The Netherlands
design consultant
6310 NW 2nd Ave.
Miami, FL 33150 T +1 (786) 708 2474
UNSTUDIO/TRACHTENBERG
GENERAL NOTES
architect of record
ODP ARCHITECTS
2432 Hollywood Blvd.
Hollywood, FL 33020
17670 NW 78TH Ave.
Hialeah, FL 33015 T +1 (305) 392-1016
T +1 (954) 518 0833
T +1 (305) 441 0755
T +1 (305) 436 9292
T +1 (305) 551 6267
T +1 (212) 285 0088
client
2801 FLORIDA AV. SUITE 18
MIAMI, FL 33133 T +1 (305) 461 9852
SLS FIRE PROTECTION ENGINEERS
A-0.104.0011/02/2015
1"= 20'-0"
RY
LEVEL 04
UNS/ODP
1. DRAINAGE FOR LEVELS B1, 01, AND 02 WILL BE ADDRESSED IN THE
BUILDING PERMIT DRAWINGS.
TOWER SETBACK
TOWER SETBACK
BEACH ACCESS
PROPERTY LINE
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
CO
A
S
T
A
L
C
O
N
S
T
R
U
C
T
I
O
N
L
I
N
E
CO
A
S
T
A
L
C
O
N
S
T
R
U
C
T
I
O
N
L
I
N
E
MA
X
P
A
R
K
I
N
G
ST
R
U
C
T
U
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E
E
N
C
R
O
A
C
H
M
E
N
T
PO
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T
E
-
C
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PE
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M
I
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E
D
S
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B
A
C
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FR
O
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T
S
E
T
B
A
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MA
X
P
A
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K
I
N
G
ST
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T
U
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E
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N
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O
A
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H
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E
N
T
PO
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E
-
C
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E
R
E
PE
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D
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B
A
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FR
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T
S
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B
A
C
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BU
L
K
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A
D
L
I
N
E
BU
L
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A
D
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
SERVICE ROAD
10'-0" MAX. PARKING STRUCTURE ENCROACHMENT AND
CO
L
L
I
N
S
L
A
N
D
S
C
A
P
E
E
A
S
E
M
E
N
T
TO
B
A
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N
Y
S
L
A
B
E
X
T
E
N
S
I
O
N
SE
E
S
H
E
E
T
A
-
0
.
0
1
0
.
0
3
1
1
1
1
1
1
1
1
1
1
5'-0"
sf
Lift Lobby and Corridor (GFA)
3079.61523255
GFA
EL.
STR.
UP
DN
EL.
S.EL.
S.EL.
EL.
EL.H.EL.
H.EL.
H.EL.
EL.
EL.
S.EL.
EL.
EL.
STR.
UP
DN
STR.
UP
DN
STR.
UP
DN
sf
Elev, Stairs, MEP etc.
2087.66738111
Non GFA
sf
Elev, Stairs, MEP etc.
1579.35492920
Non GFA
Collins Ave
+6' 0" NGVD
Beach
+8' 9" NGVD
5-A
5-B
5-D
5-C
5-E
5-F
5-G
5-H
5-Q
5-P
5-M
5-N
5-L
5-K
5-J
5-I
5-S
5-U
5-T
5-R
UNIT ID
UNIT ID
UNIT ID
UNIT ID
UNIT ID
UNIT ID
UNIT ID
UNIT ID
UNIT ID
UNIT ID
UNIT IDUNIT ID
UNIT ID
UNIT ID
UNIT ID
UNIT ID
UNIT ID
UNIT ID
UNIT ID UNIT ID
5-X, 3BR
5-Y, 1BR
5-Z, 4BR
UNIT ID
UNIT ID
UNIT ID
STR.
UP
DN
EL.
sf
Elev, Stairs, MEP etc.
1449.14583333
Non GFA
EL.
EL.
S.EL.
STR.
UP
DN
daterev.issuance id. & description
keyplan
1000 E Hallandale Beach Blvd.
Hallandale Beach, FL 33009 T +1 (954) 455 8788
1300 Brickell Avenue
Miami, FL 33131 T +1 (305) 351 1000
Edward Andrew O'Donnell
FL. Architect Reg. No: AR93533
CHATEAU GROUP
Date
Originator Scale
Drawn by
Number
Title
client
FORTUNE INTERNATIONAL GROUP
WEST 8/ROSENBERG GARDNER DESIGN
landscape architect
333 HUDSON STREET, SUITE 905
NEW YORK, NY 10013
USA.
civil engineer
structural engineer
mechanical & electrical engineer
VSN ENGINEERING
DESIMONE
JGP ENGINEERING GROUP
8550 W. Flagler St. #113
Miami, FL 33144
800 Brickell Ave. #600
Miami, FL 33131
3553 NW 79th Ave.
Miami, FL 33122
check
VARADERO
18801 Collins Avenue
Sunny Isles Beach, FL 33160
Project Name
Stadhouderskade 113,
PO box 75381, 1070 AJ Amsterdam T +31 (0)20 570 2040The Netherlands
design consultant
6310 NW 2nd Ave.
Miami, FL 33150 T +1 (786) 708 2474
UNSTUDIO/TRACHTENBERG
GENERAL NOTES
architect of record
ODP ARCHITECTS
2432 Hollywood Blvd.
Hollywood, FL 33020
17670 NW 78TH Ave.
Hialeah, FL 33015 T +1 (305) 392-1016
T +1 (954) 518 0833
T +1 (305) 441 0755
T +1 (305) 436 9292
T +1 (305) 551 6267
T +1 (212) 285 0088
client
2801 FLORIDA AV. SUITE 18
MIAMI, FL 33133 T +1 (305) 461 9852
SLS FIRE PROTECTION ENGINEERS
A-0.105.0008/12/2015
1"= 20'-0"
RY
L05 TO L7
TOWER1 TYP HOTEL
TOWER2 TYP RESI 3UNIT
UNS/ODP
1.For elevation mark see elevation sheets.
A-0.201.00 to A-0.204.00
TOWER SETBACK
TOWER SETBACK
BEACH ACCESS
PROPERTY LINE
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
CO
A
S
T
A
L
C
O
N
S
T
R
U
C
T
I
O
N
L
I
N
E
CO
A
S
T
A
L
C
O
N
S
T
R
U
C
T
I
O
N
L
I
N
E
MA
X
P
A
R
K
I
N
G
ST
R
U
C
T
U
R
E
E
N
C
R
O
A
C
H
M
E
N
T
PO
R
T
E
-
C
O
C
H
E
R
E
PE
R
M
I
T
T
E
D
S
E
T
B
A
C
K
FR
O
N
T
S
E
T
B
A
C
K
MA
X
P
A
R
K
I
N
G
ST
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U
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T
U
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E
E
N
C
R
O
A
C
H
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E
N
T
PO
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E
-
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PE
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T
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FR
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T
B
A
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BU
L
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A
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BU
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PR
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PR
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I
N
E
SERVICE ROAD
10'-0" MAX. PARKING STRUCTURE ENCROACHMENT AND
CO
L
L
I
N
S
L
A
N
D
S
C
A
P
E
E
A
S
E
M
E
N
T
TO
B
A
L
C
O
N
Y
S
L
A
B
E
X
T
E
N
S
I
O
N
SE
E
S
H
E
E
T
A
-
0
.
0
1
0
.
0
3
1
1
1
1
1
1
1
1
1
1
5'-0"
Collins Ave
+6' 0" NGVD
Beach
+8' 9" NGVD
8-A
8-B
8-D
8-C
8-E
8-F
8-G
8-H
8-P
8-M
8-N 8-L
8-K
8-J
8-I
UNIT ID
UNIT ID
UNIT ID
UNIT ID
UNIT ID
UNIT ID
UNIT ID
UNIT ID
UNIT ID
UNIT ID
UNIT ID
UNIT ID
UNIT ID
UNIT ID
UNIT ID
sf
Lift Lobby and Corridor (GFA)
2865.88863889
GFA
EL.
STR.
UP
DN
EL.
S.EL.
S.EL.
EL.
EL.H.EL.
H.EL.
H.EL.
EL.
EL.
S.EL.
EL.
EL.
STR.
UP
DN
STR.
UP
DN
STR.
UP
DN
sf
Elev, Stairs, MEP etc.
2087.66738111
Non GFA
sf
Elev, Stairs, MEP etc.
1579.35492920
Non GFA
5-X, 3BR
5-Y, 1BR
5-Z, 4BR
UNIT ID
UNIT ID
UNIT ID
STR.
UP
DN
EL.
sf
Elev, Stairs, MEP etc.
1449.14583333
Non GFA
EL.
EL.
S.EL.
STR.
UP
DN
daterev.issuance id. & description
keyplan
1000 E Hallandale Beach Blvd.
Hallandale Beach, FL 33009 T +1 (954) 455 8788
1300 Brickell Avenue
Miami, FL 33131 T +1 (305) 351 1000
Edward Andrew O'Donnell
FL. Architect Reg. No: AR93533
CHATEAU GROUP
Date
Originator Scale
Drawn by
Number
Title
client
FORTUNE INTERNATIONAL GROUP
WEST 8/ROSENBERG GARDNER DESIGN
landscape architect
333 HUDSON STREET, SUITE 905
NEW YORK, NY 10013
USA.
civil engineer
structural engineer
mechanical & electrical engineer
VSN ENGINEERING
DESIMONE
JGP ENGINEERING GROUP
8550 W. Flagler St. #113
Miami, FL 33144
800 Brickell Ave. #600
Miami, FL 33131
3553 NW 79th Ave.
Miami, FL 33122
check
VARADERO
18801 Collins Avenue
Sunny Isles Beach, FL 33160
Project Name
Stadhouderskade 113,
PO box 75381, 1070 AJ Amsterdam T +31 (0)20 570 2040The Netherlands
design consultant
6310 NW 2nd Ave.
Miami, FL 33150 T +1 (786) 708 2474
UNSTUDIO/TRACHTENBERG
GENERAL NOTES
architect of record
ODP ARCHITECTS
2432 Hollywood Blvd.
Hollywood, FL 33020
17670 NW 78TH Ave.
Hialeah, FL 33015 T +1 (305) 392-1016
T +1 (954) 518 0833
T +1 (305) 441 0755
T +1 (305) 436 9292
T +1 (305) 551 6267
T +1 (212) 285 0088
client
2801 FLORIDA AV. SUITE 18
MIAMI, FL 33133 T +1 (305) 461 9852
SLS FIRE PROTECTION ENGINEERS
A-0.108.0008/12/2015
1"= 20'-0"
RY
L08 TO L13
TOWER1 TYP APT. HOTEL
TOWER2 TYP RESI 3UNIT
UNS/ODP
5'-0"
1
1
1
1
1
1
1
1
1
1
TOWER SETBACK
TOWER SETBACK
BEACH ACCESS
PROPERTY LINE
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
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CO
A
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T
A
L
C
O
N
S
T
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U
C
T
I
O
N
L
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CO
A
S
T
A
L
C
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N
S
T
R
U
C
T
I
O
N
L
I
N
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MA
X
P
A
R
K
I
N
G
ST
R
U
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T
U
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E
E
N
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A
C
H
M
E
N
T
PO
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T
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-
C
O
C
H
E
R
E
PE
R
M
I
T
T
E
D
S
E
T
B
A
C
K
FR
O
N
T
S
E
T
B
A
C
K
MA
X
P
A
R
K
I
N
G
ST
R
U
C
T
U
R
E
E
N
C
R
O
A
C
H
M
E
N
T
PO
R
T
E
-
C
O
C
H
E
R
E
PE
R
M
I
T
T
E
D
S
E
T
B
A
C
K
FR
O
N
T
S
E
T
B
A
C
K
BU
L
K
H
E
A
D
L
I
N
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BU
L
K
H
E
A
D
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
SERVICE ROAD
10'-0" MAX. PARKING STRUCTURE ENCROACHMENT AND
CO
L
L
I
N
S
L
A
N
D
S
C
A
P
E
E
A
S
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M
E
N
T
TO
B
A
L
C
O
N
Y
S
L
A
B
E
X
T
E
N
S
I
O
N
SE
E
S
H
E
E
T
A
-
0
.
0
1
0
.
0
3
EL.
STR.
UP
DN
EL.
S.EL.
EL.
EL.
EL.
EL.
S.EL.
EL.
EL.
STR.
UP
DN
STR.
UP
DN
STR.
UP
DN
sf
Elev, Stairs, MEP etc.
####
Non GFA
sf
Elev, Stairs, MEP etc.
####
Non GFA
sf
Corridor
286.00000000
GFA
sf
Corridor
286.00000000
GFA
Collins Ave
+6' 0" NGVD
Beach
+8' 9" NGVD
21-X, 3BR
21-Y, 1BR
21-Z, 4BR
UNIT ID
UNIT ID
UNIT ID
STR.
UP
DN
EL.
sf
Elev, Stairs, MEP etc.
1449.14583333
Non GFA
EL.
EL.
S.EL.
STR.
UP
DN
FLOOR
MECH.
daterev.issuance id. & description
keyplan
1000 E Hallandale Beach Blvd.
Hallandale Beach, FL 33009 T +1 (954) 455 8788
1300 Brickell Avenue
Miami, FL 33131 T +1 (305) 351 1000
Edward Andrew O'Donnell
FL. Architect Reg. No: AR93533
CHATEAU GROUP
Date
Originator Scale
Drawn by
Number
Title
client
FORTUNE INTERNATIONAL GROUP
WEST 8/ROSENBERG GARDNER DESIGN
landscape architect
333 HUDSON STREET, SUITE 905
NEW YORK, NY 10013
USA.
civil engineer
structural engineer
mechanical & electrical engineer
VSN ENGINEERING
DESIMONE
JGP ENGINEERING GROUP
8550 W. Flagler St. #113
Miami, FL 33144
800 Brickell Ave. #600
Miami, FL 33131
3553 NW 79th Ave.
Miami, FL 33122
check
VARADERO
18801 Collins Avenue
Sunny Isles Beach, FL 33160
Project Name
Stadhouderskade 113,
PO box 75381, 1070 AJ Amsterdam T +31 (0)20 570 2040The Netherlands
design consultant
6310 NW 2nd Ave.
Miami, FL 33150 T +1 (786) 708 2474
UNSTUDIO/TRACHTENBERG
GENERAL NOTES
architect of record
ODP ARCHITECTS
2432 Hollywood Blvd.
Hollywood, FL 33020
17670 NW 78TH Ave.
Hialeah, FL 33015 T +1 (305) 392-1016
T +1 (954) 518 0833
T +1 (305) 441 0755
T +1 (305) 436 9292
T +1 (305) 551 6267
T +1 (212) 285 0088
client
2801 FLORIDA AV. SUITE 18
MIAMI, FL 33133 T +1 (305) 461 9852
SLS FIRE PROTECTION ENGINEERS
A-0.114.0008/12/2015
1"= 20'-0"
RY
TOWER1 MEP
TOWER2 TYP RESI 3UNIT
L14
UNS/ODP
5'-0"
1
1
1
1
1
1
1
1
1
1
TOWER SETBACK
TOWER SETBACK
BEACH ACCESS
PROPERTY LINE
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
CO
A
S
T
A
L
C
O
N
S
T
R
U
C
T
I
O
N
L
I
N
E
CO
A
S
T
A
L
C
O
N
S
T
R
U
C
T
I
O
N
L
I
N
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MA
X
P
A
R
K
I
N
G
ST
R
U
C
T
U
R
E
E
N
C
R
O
A
C
H
M
E
N
T
PO
R
T
E
-
C
O
C
H
E
R
E
PE
R
M
I
T
T
E
D
S
E
T
B
A
C
K
FR
O
N
T
S
E
T
B
A
C
K
MA
X
P
A
R
K
I
N
G
ST
R
U
C
T
U
R
E
E
N
C
R
O
A
C
H
M
E
N
T
PO
R
T
E
-
C
O
C
H
E
R
E
PE
R
M
I
T
T
E
D
S
E
T
B
A
C
K
FR
O
N
T
S
E
T
B
A
C
K
BU
L
K
H
E
A
D
L
I
N
E
BU
L
K
H
E
A
D
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
SERVICE ROAD
10'-0" MAX. PARKING STRUCTURE ENCROACHMENT AND
CO
L
L
I
N
S
L
A
N
D
S
C
A
P
E
E
A
S
E
M
E
N
T
TO
B
A
L
C
O
N
Y
S
L
A
B
E
X
T
E
N
S
I
O
N
SE
E
S
H
E
E
T
A
-
0
.
0
1
0
.
0
3
EL.
STR.
UP
DN
EL.
S.EL.
EL.
EL.
EL.
EL.
S.EL.
EL.
EL.
STR.
UP
DN
STR.
UP
DN
STR.
UP
DN
sf
Elev, Stairs, MEP etc.
####
Non GFA
sf
Elev, Stairs, MEP etc.
####
Non GFA
sf
Corridor
286.00000000
GFA
sf
Corridor
286.00000000
GFA
16-A, 3BR
16-B, 2BR
16-D, 3BR
16-C, 1BR
16-E, 3BR
16-F, 1BR 16-G, 2BR
16-H, 4BR
UNIT ID
UNIT IDUNIT ID
UNIT ID
UNIT ID
UNIT IDUNIT ID
UNIT ID
Collins Ave
+6' 0" NGVD
Beach
+8' 9" NGVD
21-X, 3BR
21-Y, 1BR
21-Z, 4BR
UNIT ID
UNIT ID
UNIT ID
STR.
UP
DN
EL.
sf
Elev, Stairs, MEP etc.
1449.14583333
Non GFA
EL.
EL.
S.EL.
STR.
UP
DN
daterev.issuance id. & description
keyplan
1000 E Hallandale Beach Blvd.
Hallandale Beach, FL 33009 T +1 (954) 455 8788
1300 Brickell Avenue
Miami, FL 33131 T +1 (305) 351 1000
Edward Andrew O'Donnell
FL. Architect Reg. No: AR93533
CHATEAU GROUP
Date
Originator Scale
Drawn by
Number
Title
client
FORTUNE INTERNATIONAL GROUP
WEST 8/ROSENBERG GARDNER DESIGN
landscape architect
333 HUDSON STREET, SUITE 905
NEW YORK, NY 10013
USA.
civil engineer
structural engineer
mechanical & electrical engineer
VSN ENGINEERING
DESIMONE
JGP ENGINEERING GROUP
8550 W. Flagler St. #113
Miami, FL 33144
800 Brickell Ave. #600
Miami, FL 33131
3553 NW 79th Ave.
Miami, FL 33122
check
VARADERO
18801 Collins Avenue
Sunny Isles Beach, FL 33160
Project Name
Stadhouderskade 113,
PO box 75381, 1070 AJ Amsterdam T +31 (0)20 570 2040The Netherlands
design consultant
6310 NW 2nd Ave.
Miami, FL 33150 T +1 (786) 708 2474
UNSTUDIO/TRACHTENBERG
GENERAL NOTES
architect of record
ODP ARCHITECTS
2432 Hollywood Blvd.
Hollywood, FL 33020
17670 NW 78TH Ave.
Hialeah, FL 33015 T +1 (305) 392-1016
T +1 (954) 518 0833
T +1 (305) 441 0755
T +1 (305) 436 9292
T +1 (305) 551 6267
T +1 (212) 285 0088
client
2801 FLORIDA AV. SUITE 18
MIAMI, FL 33133 T +1 (305) 461 9852
SLS FIRE PROTECTION ENGINEERS
A-0.115.0008/12/2015
1"= 20'-0"
RY
TOWER1 TYP RESI 8UNIT
TOWER2 TYP RESI 3UNIT
L15 TO L44
UNS/ODP
Collins Ave
+6' 0" NGVD
Beach
+8' 9" NGVD
5'-0"
1
1
1
1
1
1
1
1
1
1
EL.
STR.
UP
DN
EL.
S.EL.
EL.
EL.
EL.
EL.
S.EL.
EL.
EL.
STR.
UP
DN
STR.
UP
DN
STR.
UP
DN
sf
Elev, Stairs, MEP etc.
####
Non GFA
sf
Elev, Stairs, MEP etc.
####
Non GFA
sf
Corridor
286.00000000
GFA
sf
Corridor
286.00000000
GFA
53-X, 4BR
53-Y, 4BR
UNIT ID
UNIT ID
STR.
UP
DN
EL.
sf
Elev, Stairs, MEP etc.
1449.14583333
Non GFA
EL.
EL.
S.EL.
STR.
UP
DN
51-A
51-B
51-D
51-C
51-E
51-F
UNIT ID
UNIT ID
UNIT ID
UNIT ID
UNIT ID
UNIT ID
TOWER SETBACK
TOWER SETBACK
BEACH ACCESS
PROPERTY LINE
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
CO
A
S
T
A
L
C
O
N
S
T
R
U
C
T
I
O
N
L
I
N
E
CO
A
S
T
A
L
C
O
N
S
T
R
U
C
T
I
O
N
L
I
N
E
MA
X
P
A
R
K
I
N
G
ST
R
U
C
T
U
R
E
E
N
C
R
O
A
C
H
M
E
N
T
PO
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T
E
-
C
O
C
H
E
R
E
PE
R
M
I
T
T
E
D
S
E
T
B
A
C
K
FR
O
N
T
S
E
T
B
A
C
K
MA
X
P
A
R
K
I
N
G
ST
R
U
C
T
U
R
E
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N
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A
C
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E
N
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B
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D
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PR
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R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
SERVICE ROAD
10'-0" MAX. PARKING STRUCTURE ENCROACHMENT AND
CO
L
L
I
N
S
L
A
N
D
S
C
A
P
E
E
A
S
E
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B
A
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A
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E
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S
I
O
N
SE
E
S
H
E
E
T
A
-
0
.
0
1
0
.
0
3
daterev.issuance id. & description
keyplan
1000 E Hallandale Beach Blvd.
Hallandale Beach, FL 33009 T +1 (954) 455 8788
1300 Brickell Avenue
Miami, FL 33131 T +1 (305) 351 1000
Edward Andrew O'Donnell
FL. Architect Reg. No: AR93533
CHATEAU GROUP
Date
Originator Scale
Drawn by
Number
Title
client
FORTUNE INTERNATIONAL GROUP
WEST 8/ROSENBERG GARDNER DESIGN
landscape architect
333 HUDSON STREET, SUITE 905
NEW YORK, NY 10013
USA.
civil engineer
structural engineer
mechanical & electrical engineer
VSN ENGINEERING
DESIMONE
JGP ENGINEERING GROUP
8550 W. Flagler St. #113
Miami, FL 33144
800 Brickell Ave. #600
Miami, FL 33131
3553 NW 79th Ave.
Miami, FL 33122
check
VARADERO
18801 Collins Avenue
Sunny Isles Beach, FL 33160
Project Name
Stadhouderskade 113,
PO box 75381, 1070 AJ Amsterdam T +31 (0)20 570 2040The Netherlands
design consultant
6310 NW 2nd Ave.
Miami, FL 33150 T +1 (786) 708 2474
UNSTUDIO/TRACHTENBERG
GENERAL NOTES
architect of record
ODP ARCHITECTS
2432 Hollywood Blvd.
Hollywood, FL 33020
17670 NW 78TH Ave.
Hialeah, FL 33015 T +1 (305) 392-1016
T +1 (954) 518 0833
T +1 (305) 441 0755
T +1 (305) 436 9292
T +1 (305) 551 6267
T +1 (212) 285 0088
client
2801 FLORIDA AV. SUITE 18
MIAMI, FL 33133 T +1 (305) 461 9852
SLS FIRE PROTECTION ENGINEERS
A-0.145.0008/12/2015
1"= 20'-0"
RY
L45 TO L51
TOWER1 TYP RESI 6UNIT
TOWER2 TYP RESI 2UNIT
UNS/ODP
5'-0"5'-0"
Collins Ave
+6' 0" NGVD
Beach
+8' 9" NGVD
1
1
1
1
1
1
1
1
1
1
EL.
STR.
UP
DN
EL.
S.EL.
EL.
EL.
EL.
EL.
S.EL.
EL.
EL.
STR.
UP
DN
STR.
UP
DN
STR.
UP
DN
sf
Elev, Stairs, MEP etc.
####
Non GFA
sf
Elev, Stairs, MEP etc.
####
Non GFA
sf
Corridor
286.00000000
GFA
sf
Corridor
286.00000000
GFA
53-X, 4BR
53-Y, 4BR
UNIT ID
UNIT ID
STR.
UP
DN
EL.
sf
Elev, Stairs, MEP etc.
1449.14583333
Non GFA
EL.
EL.
S.EL.
STR.
UP
DN
TOWER SETBACK
TOWER SETBACK
BEACH ACCESS
PROPERTY LINE
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
CO
A
S
T
A
L
C
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T
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A
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T
A
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C
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S
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L
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MA
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K
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PE
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A
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B
A
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T
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A
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N
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A
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P
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R
T
Y
L
I
N
E
SERVICE ROAD
CO
L
L
I
N
S
L
A
N
D
S
C
A
P
E
E
A
S
E
M
E
N
T
TO
B
A
L
C
O
N
Y
S
L
A
B
E
X
T
E
N
S
I
O
N
SE
E
S
H
E
E
T
A
-
0
.
0
1
0
.
0
3
52-A
4,315
52-D
4,290
52-C
3,545
52-B
3,430
daterev.issuance id. & description
keyplan
1000 E Hallandale Beach Blvd.
Hallandale Beach, FL 33009 T +1 (954) 455 8788
1300 Brickell Avenue
Miami, FL 33131 T +1 (305) 351 1000
Edward Andrew O'Donnell
FL. Architect Reg. No: AR93533
CHATEAU GROUP
Date
Originator Scale
Drawn by
Number
Title
client
FORTUNE INTERNATIONAL GROUP
WEST 8/ROSENBERG GARDNER DESIGN
landscape architect
333 HUDSON STREET, SUITE 905
NEW YORK, NY 10013
USA.
civil engineer
structural engineer
mechanical & electrical engineer
VSN ENGINEERING
DESIMONE
JGP ENGINEERING GROUP
8550 W. Flagler St. #113
Miami, FL 33144
800 Brickell Ave. #600
Miami, FL 33131
3553 NW 79th Ave.
Miami, FL 33122
check
VARADERO
18801 Collins Avenue
Sunny Isles Beach, FL 33160
Project Name
Stadhouderskade 113,
PO box 75381, 1070 AJ Amsterdam T +31 (0)20 570 2040The Netherlands
design consultant
6310 NW 2nd Ave.
Miami, FL 33150 T +1 (786) 708 2474
UNSTUDIO/TRACHTENBERG
GENERAL NOTES
architect of record
ODP ARCHITECTS
2432 Hollywood Blvd.
Hollywood, FL 33020
17670 NW 78TH Ave.
Hialeah, FL 33015 T +1 (305) 392-1016
T +1 (954) 518 0833
T +1 (305) 441 0755
T +1 (305) 436 9292
T +1 (305) 551 6267
T +1 (212) 285 0088
client
2801 FLORIDA AV. SUITE 18
MIAMI, FL 33133 T +1 (305) 461 9852
SLS FIRE PROTECTION ENGINEERS
A-0.152.0008/12/2015
1"= 20'-0"
RY
L52 TO L53
TOWER1 TYP RESI 4 UNIT
TOWER2 TYP RESI 2 UNIT
UNS/ODP
5'-0"
Collins Ave
+6' 0" NGVD
Beach
+8' 9" NGVD
5'-0"
1
1
1
1
1
1
1
1
1
1
54-A
54-B
UNIT ID
UNIT ID
EL.
STR.
UP
DN
EL.
S.EL.
EL.
EL.
EL.
EL.
S.EL.
EL.
EL.
STR.
UP
DN
STR.
UP
DN
STR.
UP
DN
sf
Elev, Stairs, MEP etc.
####
Non GFA
sf
Elev, Stairs, MEP etc.
####
Non GFA
sf
Corridor
286.00000000
GFA
sf
Corridor
286.00000000
GFA
54-X, PH
UNIT ID
STR.
UP
DN
EL.
sf
Elev, Stairs, MEP etc.
1449.14583333
Non GFA
EL.
EL.
S.EL.
STR.
UP
DN
TOWER SETBACK
TOWER SETBACK
BEACH ACCESS
PROPERTY LINE
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
CO
A
S
T
A
L
C
O
N
S
T
R
U
C
T
I
O
N
L
I
N
E
CO
A
S
T
A
L
C
O
N
S
T
R
U
C
T
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O
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L
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N
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MA
X
P
A
R
K
I
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G
ST
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C
T
U
R
E
E
N
C
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O
A
C
H
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N
T
PO
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T
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-
C
O
C
H
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R
E
PE
R
M
I
T
T
E
D
S
E
T
B
A
C
K
FR
O
N
T
S
E
T
B
A
C
K
MA
X
P
A
R
K
I
N
G
ST
R
U
C
T
U
R
E
E
N
C
R
O
A
C
H
M
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N
T
PO
R
T
E
-
C
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C
H
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R
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PE
R
M
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T
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D
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T
B
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K
FR
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T
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B
A
C
K
BU
L
K
H
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A
D
L
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BU
L
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A
D
L
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PR
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P
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R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
SERVICE ROAD
10'-0" MAX. PARKING STRUCTURE ENCROACHMENT AND
CO
L
L
I
N
S
L
A
N
D
S
C
A
P
E
E
A
S
E
M
E
N
T
TO
B
A
L
C
O
N
Y
S
L
A
B
E
X
T
E
N
S
I
O
N
SE
E
S
H
E
E
T
A
-
0
.
0
1
0
.
0
3
daterev.issuance id. & description
keyplan
1000 E Hallandale Beach Blvd.
Hallandale Beach, FL 33009 T +1 (954) 455 8788
1300 Brickell Avenue
Miami, FL 33131 T +1 (305) 351 1000
Edward Andrew O'Donnell
FL. Architect Reg. No: AR93533
CHATEAU GROUP
Date
Originator Scale
Drawn by
Number
Title
client
FORTUNE INTERNATIONAL GROUP
WEST 8/ROSENBERG GARDNER DESIGN
landscape architect
333 HUDSON STREET, SUITE 905
NEW YORK, NY 10013
USA.
civil engineer
structural engineer
mechanical & electrical engineer
VSN ENGINEERING
DESIMONE
JGP ENGINEERING GROUP
8550 W. Flagler St. #113
Miami, FL 33144
800 Brickell Ave. #600
Miami, FL 33131
3553 NW 79th Ave.
Miami, FL 33122
check
VARADERO
18801 Collins Avenue
Sunny Isles Beach, FL 33160
Project Name
Stadhouderskade 113,
PO box 75381, 1070 AJ Amsterdam T +31 (0)20 570 2040The Netherlands
design consultant
6310 NW 2nd Ave.
Miami, FL 33150 T +1 (786) 708 2474
UNSTUDIO/TRACHTENBERG
GENERAL NOTES
architect of record
ODP ARCHITECTS
2432 Hollywood Blvd.
Hollywood, FL 33020
17670 NW 78TH Ave.
Hialeah, FL 33015 T +1 (305) 392-1016
T +1 (954) 518 0833
T +1 (305) 441 0755
T +1 (305) 436 9292
T +1 (305) 551 6267
T +1 (212) 285 0088
client
2801 FLORIDA AV. SUITE 18
MIAMI, FL 33133 T +1 (305) 461 9852
SLS FIRE PROTECTION ENGINEERS
A-0.154.00
UNS/ODP
08/12/2015
1"= 20'-0"
RY
PENTHOUSE
L54 TO L55
5'-0"
1
1
1
1
1
1
1
1
1
1
Collins Ave
+6' 0" NGVD
Beach
+8' 9" NGVD
SCREEN
SCREEN
TOWER SETBACK
TOWER SETBACK
BEACH ACCESS
PROPERTY LINE
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
CO
A
S
T
A
L
C
O
N
S
T
R
U
C
T
I
O
N
L
I
N
E
CO
A
S
T
A
L
C
O
N
S
T
R
U
C
T
I
O
N
L
I
N
E
MA
X
P
A
R
K
I
N
G
ST
R
U
C
T
U
R
E
E
N
C
R
O
A
C
H
M
E
N
T
PO
R
T
E
-
C
O
C
H
E
R
E
PE
R
M
I
T
T
E
D
S
E
T
B
A
C
K
FR
O
N
T
S
E
T
B
A
C
K
MA
X
P
A
R
K
I
N
G
ST
R
U
C
T
U
R
E
E
N
C
R
O
A
C
H
M
E
N
T
PO
R
T
E
-
C
O
C
H
E
R
E
PE
R
M
I
T
T
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D
S
E
T
B
A
C
K
FR
O
N
T
S
E
T
B
A
C
K
BU
L
K
H
E
A
D
L
I
N
E
BU
L
K
H
E
A
D
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
SERVICE ROAD
10'-0" MAX. PARKING STRUCTURE ENCROACHMENT AND
CO
L
L
I
N
S
L
A
N
D
S
C
A
P
E
E
A
S
E
M
E
N
T
TO
B
A
L
C
O
N
Y
S
L
A
B
E
X
T
E
N
S
I
O
N
SE
E
S
H
E
E
T
A
-
0
.
0
1
0
.
0
3
TOP OF COOLING TOWER
ELEV. +649'-0" NGVD
TOP OF COOLING TOWER
ELEV. +649'-0" NGVD
daterev.issuance id. & description
keyplan
1000 E Hallandale Beach Blvd.
Hallandale Beach, FL 33009 T +1 (954) 455 8788
1300 Brickell Avenue
Miami, FL 33131 T +1 (305) 351 1000
Edward Andrew O'Donnell
FL. Architect Reg. No: AR93533
CHATEAU GROUP
Date
Originator Scale
Drawn by
Number
Title
client
FORTUNE INTERNATIONAL GROUP
WEST 8/ROSENBERG GARDNER DESIGN
landscape architect
333 HUDSON STREET, SUITE 905
NEW YORK, NY 10013
USA.
civil engineer
structural engineer
mechanical & electrical engineer
VSN ENGINEERING
DESIMONE
JGP ENGINEERING GROUP
8550 W. Flagler St. #113
Miami, FL 33144
800 Brickell Ave. #600
Miami, FL 33131
3553 NW 79th Ave.
Miami, FL 33122
check
VARADERO
18801 Collins Avenue
Sunny Isles Beach, FL 33160
Project Name
Stadhouderskade 113,
PO box 75381, 1070 AJ Amsterdam T +31 (0)20 570 2040The Netherlands
design consultant
6310 NW 2nd Ave.
Miami, FL 33150 T +1 (786) 708 2474
UNSTUDIO/TRACHTENBERG
GENERAL NOTES
architect of record
ODP ARCHITECTS
2432 Hollywood Blvd.
Hollywood, FL 33020
17670 NW 78TH Ave.
Hialeah, FL 33015 T +1 (305) 392-1016
T +1 (954) 518 0833
T +1 (305) 441 0755
T +1 (305) 436 9292
T +1 (305) 551 6267
T +1 (212) 285 0088
client
2801 FLORIDA AV. SUITE 18
MIAMI, FL 33133 T +1 (305) 461 9852
SLS FIRE PROTECTION ENGINEERS
A-0.156.00
UNS
08/12/2015
1"= 20'-0"
RY
ROOF PLAN
COOLING TOWER
COOLING TOWER
COOLING TOWER
67'-4"10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
65
'
-
6
"
166'-1"10
'
-
9
"
176'-10"
Hotel
3 Floors
M.E.P.
1 Floor
15
0
'
-
6
"
8 Units per floor
Twist
14 Floors
76
'
-
3
"
599'-1"
6 Units per floor
7 Floors
14
'
-
0
"
627'-1"
28
'
-
0
"
58
1
'
-
8
"
2 Penthouses per floor
2 Floors
21
'
-
1
1
"
MEP
1 Floor
649'-0"
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L21
L22
L23
L24
L25
L26
L27
L28
L29
L20
L31
L32
L33
L34
L35
L36
L37
L38
L39
L30
L41
L42
L43
L44
L45
L46
L47
L48
L49
L40
L51
L50
10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
10
'
-
9
"
11
'
-
9
"
14
'
-
0
"
Max Building Height
L5
L6
100'-7"
Condotel
6 Floors
327'-4"
576'-7"
4 Suites per floor
2 Floors22
'
-
6
"
8 Units per floor
16 Floors
17
3
'
-
0
"
33
'
-
3
"
L52
L53
L54
L55
L56
500'-4"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
21
5
'
-
0
"
3 Units per floor
15 Floors
3 Units per floor
Twist
20 Floors
13
0
'
-
0
"
2 Unis per floor
12 Floors
24
'
-
1
1
"
28
'
-
0
"
58
1
'
-
8
"
1 Penthouse per floor
2 Floors
MEP
1 Floor
649'-0"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
14
'
-
0
"
14
'
-
0
"
Max Building Height
L5
L6
16
1
'
-
3
"
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L37
L38
L39
L40
L41
L42
L43
L44
L45
L46
L47
L48
L49
L50
L51
L53
L55
624'-1"
596'-1"
67'-4"
228'-7"
443'-7"
L56
L54
L52
L36
L22
466'-1"
3 Units per floor
2 Floors22
'
-
6
"
78'-1"
88'-10"
99'-7"
110'-4"
121'-1"
131'-10"
142'-7"
153'-4"
164'-1"
174'-10"
185'-7"
196'-4"
207'-1"
217'-10"
239'-4"
250'-1"
260'-10"
271'-7"
282'-4"
293'-1"
303'-10"
314'-7"
325'-4"
336'-1"
346'-10"
357'-7"
368'-4"
379'-1"
389'-10"
400'-7"
411'-4"
422'-1"
432'-10"
454'-4"
476'-10"
487'-7"
498'-4"
509'-1"
519'-10"
530'-7"
541'-4"
552'-1"
562'-10"
573'-7"
584'-4"
610'-1"
-4'-0"
15
'
-
8
"
0'-0"
6'
-
4
"
15'-8"
67'-4"
10
'
-
4
"
16
'
-
4
"
12
'
-
0
"
51
'
-
8
"
Podium
4 Floors
L1 / Parking
13
'
-
0
"
71
'
-
4
"
B1
L1
L2
L3
L4
4'
-
0
"
NGVD
B1 / Parking
26'-0"Drop off level
2'-4"13
'
-
4
"
12
'
-
0
"
14
'
-
8
"
42'-4"
54'-4"
-4'-0"
15
'
-
8
"
0'-0"
6'
-
4
"
15'-8"
67'-4"
10
'
-
4
"
16
'
-
4
"
12
'
-
0
"
51
'
-
8
"
Podium
4 Floors
L1 / Parking
13
'
-
0
"
71
'
-
4
"
B1
L1
L2
L3
L4
4'
-
0
"
NGVD
B1 / Parking
26'-0"Drop off level
2'-4"13
'
-
4
"
12
'
-
0
"
14
'
-
8
"
42'-4"
54'-4"
Pr
o
p
e
r
t
y
l
i
n
e
(
I
n
d
i
c
a
t
i
v
e
)
S
e
e
P
l
a
n
Se
t
b
a
c
k
(
I
n
d
i
c
a
t
i
v
e
)
S
e
e
P
l
a
n
Pr
o
p
e
r
t
y
l
i
n
e
(
I
n
d
i
c
a
t
i
v
e
)
S
e
e
P
l
a
n
Se
t
b
a
c
k
(
I
n
d
i
c
a
t
i
v
e
)
S
e
e
P
l
a
n
Glass Facade. Color and Transparency to be determined
prior to construction.
Glass Balustrade. Color and Transparency to be determined
prior to construction.
Glass Facade. Color and Transparency to be determined
prior to construction.
Glass Balustrade. Color and Transparency to be determined
prior to construction.
daterev.issuance id. & description
keyplan
1000 E Hallandale Beach Blvd.
Hallandale Beach, FL 33009 T +1 (954) 455 8788
1300 Brickell Avenue
Miami, FL 33131 T +1 (305) 351 1000
Edward Andrew O'Donnell
FL. Architect Reg. No: AR93533
CHATEAU GROUP
Date
Originator Scale
Drawn by
Number
Title
client
FORTUNE INTERNATIONAL GROUP
WEST 8/ROSENBERG GARDNER DESIGN
landscape architect
333 HUDSON STREET, SUITE 905
NEW YORK, NY 10013
USA.
civil engineer
structural engineer
mechanical & electrical engineer
VSN ENGINEERING
DESIMONE
JGP ENGINEERING GROUP
8550 W. Flagler St. #113
Miami, FL 33144
800 Brickell Ave. #600
Miami, FL 33131
3553 NW 79th Ave.
Miami, FL 33122
check
VARADERO
18801 Collins Avenue
Sunny Isles Beach, FL 33160
Project Name
Stadhouderskade 113,
PO box 75381, 1070 AJ Amsterdam T +31 (0)20 570 2040The Netherlands
design consultant
6310 NW 2nd Ave.
Miami, FL 33150 T +1 (786) 708 2474
UNSTUDIO/TRACHTENBERG
GENERAL NOTES
architect of record
ODP ARCHITECTS
2432 Hollywood Blvd.
Hollywood, FL 33020
17670 NW 78TH Ave.
Hialeah, FL 33015 T +1 (305) 392-1016
T +1 (954) 518 0833
T +1 (305) 441 0755
T +1 (305) 436 9292
T +1 (305) 551 6267
T +1 (212) 285 0088
client
2801 FLORIDA AV. SUITE 18
MIAMI, FL 33133 T +1 (305) 461 9852
SLS FIRE PROTECTION ENGINEERS
A-0.201.00
UNS
08/12/2015
PARALLEL TO COLLINS
ELEVATION
75'-0" MIN TO 80'-0" MAX
MEASUREMENT TAKEN TO SLAB
EXTENSION
1.ALL ELEVATIONS ON NGVD
75'-0" MIN TO 80'-0" MAX
MEASUREMENT TAKEN TO SLAB
EXTENSION
67'-4"10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
65
'
-
6
"
166'-1"10
'
-
9
"
176'-10"
Hotel
3 Floors
M.E.P.
1 Floor
15
0
'
-
6
"
8 Units per floor
Twist
14 Floors
76
'
-
3
"
599'-1"
6 Units per floor
7 Floors
14
'
-
0
"
627'-1"
28
'
-
0
"
58
1
'
-
8
"
2 Penthouses per floor
2 Floors
21
'
-
1
1
"
MEP
1 Floor
649'-0"
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L21
L22
L23
L24
L25
L26
L27
L28
L29
L20
L31
L32
L33
L34
L35
L36
L37
L38
L39
L30
L41
L42
L43
L44
L45
L46
L47
L48
L49
L40
L51
L50
10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
10
'
-
9
"
11
'
-
9
"
14
'
-
0
"
Max Building Height
L5
L6
100'-7"
Condotel
6 Floors
327'-4"
576'-7"
4 Suites per floor
2 Floors22
'
-
6
"
8 Units per floor
16 Floors
17
3
'
-
0
"
33
'
-
3
"
L52
L53
L54
L55
L56
500'-4"
78'-1"
88'-10"
111'-4"
122'-1"
132'-10"
143'-7"
154'-4"
187'-7"
198'-4"
209'-1"
219'-10"
230'-7"
241'-4"
252'-1"
262'-10"
273'-7"
284'-4"
295'-1"
305'-10"
316'-7"
338'-1"
348'-10"
359'-7"
370'-4"
381'-1"
391'-10"
402'-7"
413'-4"
424'-1"
434'-10"
445'-7"
456'-4"
467'-1"
477'-10"
488'-7"
511'-1"
521'-10"
532'-7"
543'-4"
554'-1"
564'-10"
587'-4"
613'-1"
Pr
o
p
e
r
t
y
l
i
n
e
47
'
-
0
"
O
f
f
s
e
t
fr
o
m
E
C
L
L
i
n
e
Se
t
b
a
c
k
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
21
5
'
-
0
"
3 Units per floor
15 Floors
3 Units per floor
Twist
20 Floors
13
0
'
-
0
"
2 Unis per floor
12 Floors
24
'
-
1
1
"
28
'
-
0
"
58
1
'
-
8
"
1 Penthouse per floor
2 Floors
MEP
1 Floor
649'-0"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
14
'
-
0
"
14
'
-
0
"
Max Building Height
L5
L6
16
1
'
-
3
"
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L37
L38
L39
L40
L41
L42
L43
L44
L45
L46
L47
L48
L49
L50
L51
L53
L55
624'-1"
596'-1"
67'-4"
228'-7"
443'-7"
L56
L54
L52
L36
L22
466'-1"
3 Units per floor
2 Floors22
'
-
6
"
78'-1"
88'-10"
99'-7"
110'-4"
121'-1"
131'-10"
142'-7"
153'-4"
164'-1"
174'-10"
185'-7"
196'-4"
207'-1"
217'-10"
239'-4"
250'-1"
260'-10"
271'-7"
282'-4"
293'-1"
303'-10"
314'-7"
325'-4"
336'-1"
346'-10"
357'-7"
368'-4"
379'-1"
389'-10"
400'-7"
411'-4"
422'-1"
432'-10"
454'-4"
476'-10"
487'-7"
498'-4"
509'-1"
519'-10"
530'-7"
541'-4"
552'-1"
562'-10"
573'-7"
584'-4"
610'-1"
Pr
o
p
e
r
t
y
l
i
n
e
-4'-0"
15
'
-
8
"
0'-0"
6'
-
4
"
15'-8"
67'-4"
10
'
-
4
"
16
'
-
4
"
12
'
-
0
"
51
'
-
8
"
Podium
4 Floors
L1 / Parking
13
'
-
0
"
71
'
-
4
"
B1
L1
L2
L3
L4
4'
-
0
"
NGVD
B1 / Parking
26'-0"Drop off level
2'-4"13
'
-
4
"
12
'
-
0
"
14
'
-
8
"
42'-4"
54'-4"
-4'-0"
15
'
-
8
"
0'-0"
6'
-
4
"
15'-8"
67'-4"
10
'
-
4
"
16
'
-
4
"
12
'
-
0
"
51
'
-
8
"
Podium
4 Floors
L1 / Parking
13
'
-
0
"
71
'
-
4
"
B1
L1
L2
L3
L4
4'
-
0
"
NGVD
B1 / Parking
26'-0"Drop off level
2'-4"13
'
-
4
"
12
'
-
0
"
14
'
-
8
"
42'-4"
54'-4"
Glass Facade. Color and Transparency to be determined
prior to construction.
Glass Balustrade. Color and Transparency to be determined
prior to construction.
Glass Facade. Color and Transparency to be determined
prior to construction.
Glass Balustrade. Color and Transparency to be determined
prior to construction.
daterev.issuance id. & description
keyplan
1000 E Hallandale Beach Blvd.
Hallandale Beach, FL 33009 T +1 (954) 455 8788
1300 Brickell Avenue
Miami, FL 33131 T +1 (305) 351 1000
Edward Andrew O'Donnell
FL. Architect Reg. No: AR93533
CHATEAU GROUP
Date
Originator Scale
Drawn by
Number
Title
client
FORTUNE INTERNATIONAL GROUP
WEST 8/ROSENBERG GARDNER DESIGN
landscape architect
333 HUDSON STREET, SUITE 905
NEW YORK, NY 10013
USA.
civil engineer
structural engineer
mechanical & electrical engineer
VSN ENGINEERING
DESIMONE
JGP ENGINEERING GROUP
8550 W. Flagler St. #113
Miami, FL 33144
800 Brickell Ave. #600
Miami, FL 33131
3553 NW 79th Ave.
Miami, FL 33122
check
VARADERO
18801 Collins Avenue
Sunny Isles Beach, FL 33160
Project Name
Stadhouderskade 113,
PO box 75381, 1070 AJ Amsterdam T +31 (0)20 570 2040The Netherlands
design consultant
6310 NW 2nd Ave.
Miami, FL 33150 T +1 (786) 708 2474
UNSTUDIO/TRACHTENBERG
GENERAL NOTES
architect of record
ODP ARCHITECTS
2432 Hollywood Blvd.
Hollywood, FL 33020
17670 NW 78TH Ave.
Hialeah, FL 33015 T +1 (305) 392-1016
T +1 (954) 518 0833
T +1 (305) 441 0755
T +1 (305) 436 9292
T +1 (305) 551 6267
T +1 (212) 285 0088
client
2801 FLORIDA AV. SUITE 18
MIAMI, FL 33133 T +1 (305) 461 9852
SLS FIRE PROTECTION ENGINEERS
NORTH ELEVATIONS
TOWER 2
A-0.202.00
UNS
08/12/2015
TOWER 2 BEYOND
1.ALL ELEVATIONS ON NGVD
Max Building Height TOWER 2
649' - NGVD
Max Building Height TOWER 1
649' - NGVD
67'-4"10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
65
'
-
6
"
166'-1"10
'
-
9
"
176'-10"
Hotel
3 Floors
M.E.P.
1 Floor
15
0
'
-
6
"
8 Units per floor
Twist
14 Floors
76
'
-
3
"
599'-1"
6 Units per floor
7 Floors
14
'
-
0
"
627'-1"
28
'
-
0
"
58
1
'
-
8
"
2 Penthouses per floor
2 Floors
21
'
-
1
1
"
MEP
1 Floor
649'-0"
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L21
L22
L23
L24
L25
L26
L27
L28
L29
L20
L31
L32
L33
L34
L35
L36
L37
L38
L39
L30
L41
L42
L43
L44
L45
L46
L47
L48
L49
L40
L51
L50
10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
10
'
-
9
"
11
'
-
9
"
14
'
-
0
"
Max Building Height
L5
L6
100'-7"
Condotel
6 Floors
327'-4"
576'-7"
4 Suites per floor
2 Floors22
'
-
6
"
8 Units per floor
16 Floors
17
3
'
-
0
"
33
'
-
3
"
L52
L53
L54
L55
L56
500'-4"
613'-1"
587'-4"
564'-10"
554'-1"
543'-4"
532'-7"
521'-10"
511'-1"
488'-7"
477'-10"
467'-1"
456'-4"
445'-7"
434'-10"
424'-1"
413'-4"
402'-7"
391'-10"
381'-1"
370'-4"
359'-7"
348'-10"
338'-1"
316'-7"
305'-10"
295'-1"
284'-4"
273'-7"
262'-10"
252'-1"
241'-4"
230'-7"
219'-10"
209'-1"
198'-4"
187'-7"
154'-4"
143'-7"
132'-10"
122'-1"
111'-4"
88'-10"
78'-1"Pr
o
p
e
r
t
y
l
i
n
e
Se
t
b
a
c
k
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
21
5
'
-
0
"
3 Units per floor
15 Floors
3 Units per floor
Twist
20 Floors
13
0
'
-
0
"
2 Unis per floor
12 Floors
24
'
-
1
1
"
28
'
-
0
"
58
1
'
-
8
"
1 Penthouse per floor
2 Floors
MEP
1 Floor
649'-0"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
14
'
-
0
"
14
'
-
0
"
Max Building Height
L5
L6
16
1
'
-
3
"
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L37
L38
L39
L40
L41
L42
L43
L44
L45
L46
L47
L48
L49
L50
L51
L53
L55
624'-1"
596'-1"
67'-4"
228'-7"
443'-7"
L56
L54
L52
L36
L22
466'-1"
3 Units per floor
2 Floors22
'
-
6
"
78'-1"
88'-10"
99'-7"
110'-4"
121'-1"
131'-10"
142'-7"
153'-4"
164'-1"
174'-10"
185'-7"
196'-4"
207'-1"
217'-10"
239'-4"
250'-1"
260'-10"
271'-7"
282'-4"
293'-1"
303'-10"
314'-7"
325'-4"
336'-1"
346'-10"
357'-7"
368'-4"
379'-1"
389'-10"
400'-7"
411'-4"
422'-1"
432'-10"
454'-4"
476'-10"
487'-7"
498'-4"
509'-1"
519'-10"
530'-7"
541'-4"
552'-1"
562'-10"
573'-7"
584'-4"
610'-1"
Pr
o
p
e
r
t
y
l
i
n
e
Se
t
b
a
c
k
-4'-0"
15
'
-
8
"
0'-0"
6'
-
4
"
15'-8"
67'-4"
10
'
-
4
"
16
'
-
4
"
12
'
-
0
"
51
'
-
8
"
Podium
4 Floors
L1 / Parking
13
'
-
0
"
71
'
-
4
"
B1
L1
L2
L3
L4
4'
-
0
"
NGVD
B1 / Parking
26'-0"Drop off level
2'-4"13
'
-
4
"
12
'
-
0
"
14
'
-
8
"
42'-4"
54'-4"
-4'-0"
15
'
-
8
"
0'-0"
6'
-
4
"
15'-8"
67'-4"
10
'
-
4
"
16
'
-
4
"
12
'
-
0
"
51
'
-
8
"
Podium
4 Floors
L1 / Parking
13
'
-
0
"
71
'
-
4
"
B1
L1
L2
L3
L4
4'
-
0
"
NGVD
B1 / Parking
26'-0"Drop off level
2'-4"13
'
-
4
"
12
'
-
0
"
14
'
-
8
"
42'-4"
54'-4"
ELEVATION -4'-0" LEVEL B1
ELEVATION +15'-8" LEVEL 01
ELEVATION +6'-0" COLLINS
ELEVATION +26'-0" LEVEL 02
ELEVATION -8'-0"
TOP OF PODIUM
ELEVATION +42'-4" LEVEL 03
TOWER LEVEL
25'-0"
PR
O
P
E
R
T
Y
L
I
N
E
PR
I
M
A
R
Y
S
T
R
U
C
T
U
R
E
S
3:2 M
A
X
S
L
O
P
E
L
I
N
E
UP T
O
5
0
'
-
0
"
H
I
G
H
(T
O
W
E
R
S
)
(P
O
D
I
U
M
)
MA
X
I
M
U
M
S
E
T
B
A
C
K
PODIUM LEVEL
PODIUM LEVEL
6'-0"ALLOWED
4
'
-
8
"
1
0
'
-
0
"
25'-0" MIN
@ TOWER
25'-0" MIN
@ PODIUM
TOWER
TOWER
PODIUM LEVEL
TOWER LEVEL
ELEVATION +54'-4" LEVEL 04
FOR SLOPE LINE REFER TO
SHEET A-0.010.00
PODIUM LEVEL
PODIUM LEVEL
TOWER
TOWER
PODIUM LEVEL ELEVATION -4'-0" LEVEL B1
ELEVATION +15'-8" LEVEL 01
ELEVATION +6'-0" COLLINS
ELEVATION +26'-0" LEVEL 02
ELEVATION -8'-0"
TOP OF PODIUM
ELEVATION +42'-4" LEVEL 03
TOWER LEVEL
TOWER LEVEL
ELEVATION +54'-4" LEVEL 04
25'-0"
3:
2
M
A
X
S
L
O
P
E
L
I
N
E
UP
T
O
5
0
'
-
0
"
H
I
G
H
4
'
-
8
"
1
0
'
-
0
"
25'-0" MIN
@ TOWER
25'-0" MIN
@ PODIUM
FOR SLOPE LINE REFER TO
SHEET A-0.010.00
PR
O
P
E
R
T
Y
L
I
N
E
PR
I
M
A
R
Y
S
T
R
U
C
T
U
R
E
S
(T
O
W
E
R
S
)
(P
O
D
I
U
M
)
MA
X
I
M
U
M
S
E
T
B
A
C
K
Glass Facade. Color and Transparency to be determined
prior to construction.
Glass Balustrade. Color and Transparency to be determined
prior to construction.
Glass Facade. Color and Transparency to be determined
prior to construction.
A-0.203.00
EAST ELEVATIONS
UNS
08/12/2015
1/32"= 1'-0"
RY
daterev.issuance id. & description
keyplan
1000 E Hallandale Beach Blvd.
Hallandale Beach, FL 33009 T +1 (954) 455 8788
1300 Brickell Avenue
Miami, FL 33131 T +1 (305) 351 1000
Edward Andrew O'Donnell
FL. Architect Reg. No: AR93533
CHATEAU GROUP
Date
Originator Scale
Drawn by
Number
Title
client
FORTUNE INTERNATIONAL GROUP
WEST 8/ROSENBERG GARDNER DESIGN
landscape architect
333 HUDSON STREET, SUITE 905
NEW YORK, NY 10013
USA.
civil engineer
structural engineer
mechanical & electrical engineer
VSN ENGINEERING
DESIMONE
JGP ENGINEERING GROUP
8550 W. Flagler St. #113
Miami, FL 33144
800 Brickell Ave. #600
Miami, FL 33131
3553 NW 79th Ave.
Miami, FL 33122
check
VARADERO
18801 Collins Avenue
Sunny Isles Beach, FL 33160
Project Name
Stadhouderskade 113,
PO box 75381, 1070 AJ Amsterdam T +31 (0)20 570 2040The Netherlands
design consultant
6310 NW 2nd Ave.
Miami, FL 33150 T +1 (786) 708 2474
UNSTUDIO/TRACHTENBERG
GENERAL NOTES
architect of record
ODP ARCHITECTS
2432 Hollywood Blvd.
Hollywood, FL 33020
17670 NW 78TH Ave.
Hialeah, FL 33015 T +1 (305) 392-1016
T +1 (954) 518 0833
T +1 (305) 441 0755
T +1 (305) 436 9292
T +1 (305) 551 6267
T +1 (212) 285 0088
client
2801 FLORIDA AV. SUITE 18
MIAMI, FL 33133 T +1 (305) 461 9852
SLS FIRE PROTECTION ENGINEERS
1.ALL ELEVATIONS ON NGVD
Max Building Height TOWER 1
649' - NGVD
67'-4"10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
65
'
-
6
"
166'-1"10
'
-
9
"
176'-10"
Hotel
3 Floors
M.E.P.
1 Floor
15
0
'
-
6
"
8 Units per floor
Twist
14 Floors
76
'
-
3
"
599'-1"
6 Units per floor
7 Floors
14
'
-
0
"
627'-1"
28
'
-
0
"
58
1
'
-
8
"
2 Penthouses per floor
2 Floors
21
'
-
1
1
"
MEP
1 Floor
649'-0"
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L21
L22
L23
L24
L25
L26
L27
L28
L29
L20
L31
L32
L33
L34
L35
L36
L37
L38
L39
L30
L41
L42
L43
L44
L45
L46
L47
L48
L49
L40
L51
L50
10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
10
'
-
9
"
11
'
-
9
"
14
'
-
0
"
Max Building Height
L5
L6
100'-7"
Condotel
6 Floors
327'-4"
576'-7"
4 Suites per floor
2 Floors22
'
-
6
"
8 Units per floor
16 Floors
17
3
'
-
0
"
33
'
-
3
"
L52
L53
L54
L55
L56
500'-4"
78'-1"
88'-10"
111'-4"
122'-1"
132'-10"
143'-7"
154'-4"
187'-7"
198'-4"
209'-1"
219'-10"
230'-7"
241'-4"
252'-1"
262'-10"
273'-7"
284'-4"
295'-1"
305'-10"
316'-7"
338'-1"
348'-10"
359'-7"
370'-4"
381'-1"
391'-10"
402'-7"
413'-4"
424'-1"
434'-10"
445'-7"
456'-4"
467'-1"
477'-10"
488'-7"
511'-1"
521'-10"
532'-7"
543'-4"
554'-1"
564'-10"
587'-4"
613'-1"
Pr
o
p
e
r
t
y
l
i
n
e
Se
t
b
a
c
k
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
21
5
'
-
0
"
3 Units per floor
15 Floors
3 Units per floor
Twist
20 Floors
13
0
'
-
0
"
2 Unis per floor
12 Floors
24
'
-
1
1
"
28
'
-
0
"
58
1
'
-
8
"
1 Penthouse per floor
2 Floors
MEP
1 Floor
649'-0"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
14
'
-
0
"
14
'
-
0
"
Max Building Height
L5
L6
16
1
'
-
3
"
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L37
L38
L39
L40
L41
L42
L43
L44
L45
L46
L47
L48
L49
L50
L51
L53
L55
624'-1"
596'-1"
67'-4"
228'-7"
443'-7"
L56
L54
L52
L36
L22
466'-1"
3 Units per floor
2 Floors22
'
-
6
"
78'-1"
88'-10"
99'-7"
110'-4"
121'-1"
131'-10"
142'-7"
153'-4"
164'-1"
174'-10"
185'-7"
196'-4"
207'-1"
217'-10"
239'-4"
250'-1"
260'-10"
271'-7"
282'-4"
293'-1"
303'-10"
314'-7"
325'-4"
336'-1"
346'-10"
357'-7"
368'-4"
379'-1"
389'-10"
400'-7"
411'-4"
422'-1"
432'-10"
454'-4"
476'-10"
487'-7"
498'-4"
509'-1"
519'-10"
530'-7"
541'-4"
552'-1"
562'-10"
573'-7"
584'-4"
610'-1"
Pr
o
p
e
r
t
y
l
i
n
e
-4'-0"
15
'
-
8
"
0'-0"
6'
-
4
"
15'-8"
67'-4"
10
'
-
4
"
16
'
-
4
"
12
'
-
0
"
51
'
-
8
"
Podium
4 Floors
L1 / Parking
13
'
-
0
"
71
'
-
4
"
B1
L1
L2
L3
L4
4'
-
0
"
NGVD
B1 / Parking
26'-0"Drop off level
2'-4"13
'
-
4
"
12
'
-
0
"
14
'
-
8
"
54'-4"
42'-4"
-4'-0"
15
'
-
8
"
0'-0"
6'
-
4
"
15'-8"
67'-4"
10
'
-
4
"
16
'
-
4
"
12
'
-
0
"
51
'
-
8
"
Podium
4 Floors
L1 / Parking
13
'
-
0
"
71
'
-
4
"
B1
L1
L2
L3
L4
4'
-
0
"
NGVD
B1 / Parking
26'-0"Drop off level
2'-4"13
'
-
4
"
12
'
-
0
"
14
'
-
8
"
54'-4"
42'-4"
47
'
-
0
"
O
f
f
s
e
t
fr
o
m
E
C
L
L
i
n
e
Glass Facade. Color and Transparency to be determined
prior to construction.
Glass Balustrade. Color and Transparency to be determined
prior to construction.
Glass Facade. Color and Transparency to be determined
prior to construction.
Glass Balustrade. Color and Transparency to be determined
prior to construction.
daterev.issuance id. & description
keyplan
1000 E Hallandale Beach Blvd.
Hallandale Beach, FL 33009 T +1 (954) 455 8788
1300 Brickell Avenue
Miami, FL 33131 T +1 (305) 351 1000
Edward Andrew O'Donnell
FL. Architect Reg. No: AR93533
CHATEAU GROUP
Date
Originator Scale
Drawn by
Number
Title
client
FORTUNE INTERNATIONAL GROUP
WEST 8/ROSENBERG GARDNER DESIGN
landscape architect
333 HUDSON STREET, SUITE 905
NEW YORK, NY 10013
USA.
civil engineer
structural engineer
mechanical & electrical engineer
VSN ENGINEERING
DESIMONE
JGP ENGINEERING GROUP
8550 W. Flagler St. #113
Miami, FL 33144
800 Brickell Ave. #600
Miami, FL 33131
3553 NW 79th Ave.
Miami, FL 33122
check
VARADERO
18801 Collins Avenue
Sunny Isles Beach, FL 33160
Project Name
Stadhouderskade 113,
PO box 75381, 1070 AJ Amsterdam T +31 (0)20 570 2040The Netherlands
design consultant
6310 NW 2nd Ave.
Miami, FL 33150 T +1 (786) 708 2474
UNSTUDIO/TRACHTENBERG
GENERAL NOTES
architect of record
ODP ARCHITECTS
2432 Hollywood Blvd.
Hollywood, FL 33020
17670 NW 78TH Ave.
Hialeah, FL 33015 T +1 (305) 392-1016
T +1 (954) 518 0833
T +1 (305) 441 0755
T +1 (305) 436 9292
T +1 (305) 551 6267
T +1 (212) 285 0088
client
2801 FLORIDA AV. SUITE 18
MIAMI, FL 33133 T +1 (305) 461 9852
SLS FIRE PROTECTION ENGINEERS
A-0.204.00
SOUTH ELEVATIONS
TOWER 1
UNS
08/12/2015
1/32"= 1'-0"
RY
1.ALL ELEVATIONS ON NGVD
Dropoff
L1 Parking
Delivery
BOHB1 Parking B1 Parking
Tech
T1 Lobby T2 Lobby
Lounge
Cafe
67'-4"10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
65
'
-
6
"
166'-1"10
'
-
9
"
176'-10"
Hotel
3 Floors
M.E.P.
1 Floor
15
0
'
-
6
"
8 Units per floor
Twist
14 Floors
76
'
-
3
"
599'-1"
6 Units per floor
7 Floors
14
'
-
0
"
627'-1"
28
'
-
0
"
58
1
'
-
8
"
2 Penthouses per floor
2 Floors
21
'
-
1
1
"
MEP
1 Floor
649'-0"
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L21
L22
L23
L24
L25
L26
L27
L28
L29
L20
L31
L32
L33
L34
L35
L36
L37
L38
L39
L30
L41
L42
L43
L44
L45
L46
L47
L48
L49
L40
L51
L50
10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
10
'
-
9
"
11
'
-
9
"
14
'
-
0
"
Max Building Height
L5
L6
100'-7"
Condotel
6 Floors
327'-4"
576'-7"
4 Suites per floor
2 Floors22
'
-
6
"
8 Units per floor
16 Floors
17
3
'
-
0
"
33
'
-
3
"
L52
L53
L54
L55
L56
500'-4"
613'-1"
587'-4"
564'-10"
554'-1"
543'-4"
532'-7"
521'-10"
511'-1"
488'-7"
477'-10"
467'-1"
456'-4"
445'-7"
434'-10"
424'-1"
413'-4"
402'-7"
391'-10"
381'-1"
370'-4"
359'-7"
348'-10"
338'-1"
316'-7"
305'-10"
295'-1"
284'-4"
273'-7"
262'-10"
252'-1"
241'-4"
230'-7"
219'-10"
209'-1"
198'-4"
187'-7"
154'-4"
143'-7"
132'-10"
122'-1"
111'-4"
88'-10"
78'-1"Pr
o
p
e
r
t
y
l
i
n
e
Se
t
b
a
c
k
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
21
5
'
-
0
"
3 Units per floor
15 Floors
3 Units per floor
Twist
20 Floors
13
0
'
-
0
"
2 Unis per floor
12 Floors
24
'
-
1
1
"
28
'
-
0
"
58
1
'
-
8
"
1 Penthouse per floor
2 Floors
MEP
1 Floor
649'-0"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
11
'
-
9
"
14
'
-
0
"
14
'
-
0
"
Max Building Height
L5
L6
16
1
'
-
3
"
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L37
L38
L39
L40
L41
L42
L43
L44
L45
L46
L47
L48
L49
L50
L51
L53
L55
624'-1"
596'-1"
67'-4"
228'-7"
443'-7"
L56
L54
L52
L36
L22
466'-1"
3 Units per floor
2 Floors22
'
-
6
"
78'-1"
88'-10"
99'-7"
110'-4"
121'-1"
131'-10"
142'-7"
153'-4"
164'-1"
174'-10"
185'-7"
196'-4"
207'-1"
217'-10"
239'-4"
250'-1"
260'-10"
271'-7"
282'-4"
293'-1"
303'-10"
314'-7"
325'-4"
336'-1"
346'-10"
357'-7"
368'-4"
379'-1"
389'-10"
400'-7"
411'-4"
422'-1"
432'-10"
454'-4"
476'-10"
487'-7"
498'-4"
509'-1"
519'-10"
530'-7"
541'-4"
552'-1"
562'-10"
573'-7"
584'-4"
610'-1"
Pr
o
p
e
r
t
y
l
i
n
e
Se
t
b
a
c
k
-4'-0"
15
'
-
8
"
0'-0"
6'
-
4
"
15'-8"
67'-4"
10
'
-
4
"
16
'
-
4
"
12
'
-
0
"
51
'
-
8
"
Podium
4 Floors
L1 / Parking
13
'
-
0
"
71
'
-
4
"
B1
L1
L2
L3
L4
4'
-
0
"
NGVD
B1 / Parking
26'-0"Drop off level
2'-4"13
'
-
4
"
12
'
-
0
"
14
'
-
8
"
42'-4"
54'-4"
-4'-0"
15
'
-
8
"
0'-0"
6'
-
4
"
15'-8"
67'-4"
10
'
-
4
"
16
'
-
4
"
12
'
-
0
"
51
'
-
8
"
Podium
4 Floors
L1 / Parking
13
'
-
0
"
71
'
-
4
"
B1
L1
L2
L3
L4
4'
-
0
"
NGVD
B1 / Parking
26'-0"Drop off level
2'-4"13
'
-
4
"
12
'
-
0
"
14
'
-
8
"
42'-4"
54'-4"
ELEVATION -4'-0" LEVEL B1
ELEVATION +15'-8" LEVEL 01
ELEVATION +6'-0" COLLINS
ELEVATION +26'-0" LEVEL 02
ELEVATION -8'-0"
TOP OF PODIUM
ELEVATION +42'-4" LEVEL 03
TOWER LEVEL
25'-0"
PR
O
P
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R
T
Y
L
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50'-0" MAX.
PR
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PODIUM LEVEL
PODIUM LEVEL
6'-0"ALLOWED
4
'
-
8
"
1
0
'
-
0
"
25'-0" MIN
@ TOWER
25'-0" MIN
@ PODIUM
TOWER
TOWER
PODIUM LEVEL
TOWER LEVEL
ELEVATION +54'-4" LEVEL 04
FOR SLOPE LINE REFER TO
SHEET A-0.010.00
PODIUM LEVEL
PODIUM LEVEL
TOWER
TOWER
PODIUM LEVEL ELEVATION -4'-0" LEVEL B1
ELEVATION +15'-8" LEVEL 01
ELEVATION +6'-0" COLLINS
ELEVATION +26'-0" LEVEL 02
ELEVATION -8'-0"
TOP OF PODIUM
ELEVATION +42'-4" LEVEL 03
TOWER LEVEL
TOWER LEVEL
ELEVATION +54'-4" LEVEL 04
25'-0"
50'-0" MAX.
3:
2
M
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-
8
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1
0
'
-
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"
25'-0" MIN
@ TOWER
25'-0" MIN
@ PODIUM
FOR SLOPE LINE REFER TO
SHEET A-0.010.00
PR
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daterev.issuance id. & description
keyplan
1000 E Hallandale Beach Blvd.
Hallandale Beach, FL 33009 T +1 (954) 455 8788
1300 Brickell Avenue
Miami, FL 33131 T +1 (305) 351 1000
Edward Andrew O'Donnell
FL. Architect Reg. No: AR93533
CHATEAU GROUP
Date
Originator Scale
Drawn by
Number
Title
client
FORTUNE INTERNATIONAL GROUP
WEST 8/ROSENBERG GARDNER DESIGN
landscape architect
333 HUDSON STREET, SUITE 905
NEW YORK, NY 10013
USA.
civil engineer
structural engineer
mechanical & electrical engineer
VSN ENGINEERING
DESIMONE
JGP ENGINEERING GROUP
8550 W. Flagler St. #113
Miami, FL 33144
800 Brickell Ave. #600
Miami, FL 33131
3553 NW 79th Ave.
Miami, FL 33122
check
VARADERO
18801 Collins Avenue
Sunny Isles Beach, FL 33160
Project Name
Stadhouderskade 113,
PO box 75381, 1070 AJ Amsterdam T +31 (0)20 570 2040The Netherlands
design consultant
6310 NW 2nd Ave.
Miami, FL 33150 T +1 (786) 708 2474
UNSTUDIO/TRACHTENBERG
GENERAL NOTES
architect of record
ODP ARCHITECTS
2432 Hollywood Blvd.
Hollywood, FL 33020
17670 NW 78TH Ave.
Hialeah, FL 33015 T +1 (305) 392-1016
T +1 (954) 518 0833
T +1 (305) 441 0755
T +1 (305) 436 9292
T +1 (305) 551 6267
T +1 (212) 285 0088
client
2801 FLORIDA AV. SUITE 18
MIAMI, FL 33133 T +1 (305) 461 9852
SLS FIRE PROTECTION ENGINEERS
A-0.301.00
SECTION 1
UNS
08/12/2015
1/32"= 1'-0"
RY
COOLING TOWERS
SCREEN
COOLING TOWERS
SCREEN
COOLING TOWERS
SCREEN
1.ALL ELEVATIONS ON NGVD
03
A-0.310.01
01
A-0.310.01
02
A-0.310.01
LEVEL B1
LEVEL 01
LEVEL 02
ELEVATION -4'-0"
ELEVATION +15'-8"
ELEVATION +6'-0"
ELEVATION +26'-0"
ELEVATION -8'-0"
TOP OF PODIUM
COLLINS
13
'
-
8
"
7'
-
8
"
13
'
-
8
"
SLOPE 11%
14% MAX14% MAX
CO
L
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A
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R
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FR
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MAXIMUM HEIGHT
FOR GARAGE
STRUCTURE
RE
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LI
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37'-8"
BU
L
K
H
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A
D
LI
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LEVEL B1
LEVEL 01
LEVEL 02
ELEVATION -4'-0"
ELEVATION +15'-8"
ELEVATION +6'-0"
ELEVATION +26'-0"
ELEVATION -8'-0"
TOP OF PODIUM
COLLINS
7'
-
8
"
18
'
-
2
"
2'
-
8
"
MAX 8%
MAX 16%
CO
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B
A
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FR
O
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T
S
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B
A
C
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MAXIMUM HEIGHT
FOR GARAGE
STRUCTURE
15
'
-
0
"
1'
-
8
"
BU
L
K
H
E
A
D
LI
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8'
-
1
0
"
MAX 8%
MAX 8%
9'
-
6
"
OUTDOOR STEPPING
AREA FOR SITTING
SEE SHEET, A-0.102.00
PARKING POOL AREAS
PARKINGPARKING
AMENITIES
LEVEL B1
LEVEL 01
LEVEL 02
ELEVATION -4'-0"
ELEVATION +15'-8"
ELEVATION +6'-0"
ELEVATION +26'-0"
ELEVATION -8'-0"
TOP OF PODIUM
COLLINS
1
0
'
-
3
"
7
'
-
8
"
16% MAX
7
'
-
6
"
16% MAX
10'-0"
CO
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50'-0"
MA
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FOR GARAGE
STRUCTURE SLOPE 5%
BU
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NORTH NEIGHBOR BUILDING OUTLINE
A-0.310.01
ODP 1/16"= 1'-0"
CL
PODIUM SECTIONS
10/14/2015
BEACH ACCESS 3A-0.310.00
1/16" To 1'-0"
daterev.issuance id. & description
keyplan
1000 E Hallandale Beach Blvd.
Hallandale Beach, FL 33009 T +1 (954) 455 8788
1300 Brickell Avenue
Miami, FL 33131 T +1 (305) 351 1000
Edward Andrew O'Donnell
FL. Architect Reg. No: AR93533
CHATEAU GROUP
Date
Originator Scale
Drawn by
Number
Title
client
FORTUNE INTERNATIONAL GROUP
WEST 8/ROSENBERG GARDNER DESIGN
landscape architect
333 HUDSON STREET, SUITE 905
NEW YORK, NY 10013
USA.
civil engineer
structural engineer
mechanical & electrical engineer
VSN ENGINEERING
DESIMONE
JGP ENGINEERING GROUP
8550 W. Flagler St. #113
Miami, FL 33144
800 Brickell Ave. #600
Miami, FL 33131
3553 NW 79th Ave.
Miami, FL 33122
check
VARADERO
18801 Collins Avenue
Sunny Isles Beach, FL 33160
Project Name
Stadhouderskade 113,
PO box 75381, 1070 AJ Amsterdam T +31 (0)20 570 2040The Netherlands
design consultant
6310 NW 2nd Ave.
Miami, FL 33150 T +1 (786) 708 2474
UNSTUDIO/TRACHTENBERG
GENERAL NOTES
architect of record
ODP ARCHITECTS
2432 Hollywood Blvd.
Hollywood, FL 33020
17670 NW 78TH Ave.
Hialeah, FL 33015 T +1 (305) 392-1016
T +1 (954) 518 0833
T +1 (305) 441 0755
T +1 (305) 436 9292
T +1 (305) 551 6267
T +1 (212) 285 0088
client
2801 FLORIDA AV. SUITE 18
MIAMI, FL 33133 T +1 (305) 461 9852
SLS FIRE PROTECTION ENGINEERS
RAMP ACCESS TO LEVEL B1 2A-0.310.00
1/16" To 1'-0"
SERVICE DRIVE 1A-0.310.00
1/16" To 1'-0"
1
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9
'
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2
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November 4, 2015
VARADERO SUNNY ISLES, FLORIDA
INITIAL COMMENTS FOR THE VARADERO SITE PLAN APPLICATION
Appl. No. PZ2015-16
Address: 18801 Collins Avenue
To whom it may Concern,
The following is in response to comments issued by The City of Sunny Isles Beach in the letter
of 10/20/15 and the subsequent external DRC meeting of 10/29/2015. The response are to be
read in conjunction with revised drawings being submitted here with.
Comments:
1. The letter of the intent (LOI) does not specify: the number of dwelling units requested
in your TDRs application. (120 dwelling units); the number of stories; and total square
footage. Please clarify.
RESPONSE: Letter of intent has been updated as requested.
2. Request number 3. has an incorrect Code citation. It is 265-35 D.(9)(c).
RESPONSE: Letter of intent has been updated as requested.
3. Request for an extension of time 48 months in which to pull a building permit after the
expiration of the 24 month period should be noted as request 5.
RESPONSE: Letter of intent has been updated as requested.
4. Request to decrease building separation from 100’ to 75’ is required and should be
noted as request. Provide letter from architect to support decreasing tower separation.
RESPONSE: The distances between the South (Tower 1) and North (Tower 2) is
measured perpendicular to Collins Avenue varying in separation from 75’- 0" to 78’ -
0". The "inward facing" overlap (Southern facade of Tower 2/Northern Facade of
Tower 1) is minimized by shifting Tower 2 eastward approximately 73’ - 0". This, in
turn, reduces the overlap of towers to a minimum of 60’-0". Architectural elements
such as reflective glass coating or ceramic fritting will be used to further reduce the
visibility into the residential units. This eastern shift of Tower 2 also increases
for more unobstructed views from Collins Ave looking towards the east.
5. Request to reduce parking requirements under the City’s Code. This request shall be
treated as a parking variance, based on parking calculations provided on the plans.
RESPONSE: The parking calculations provided in the plans are in support of the shared
parking requirements. Please note that the share parking study has been updated to
reflect share parking for the hotel and the hotel amenities only.
6. Please provide legal description of description of property in a word document format.
RESPONSE: Legal description has been provided.
7. Is appraisal amount to be used ($125.00/square foot) still valid?
RESPONSE: appraisal was done specifically for this project and it is valid.
8. Which La Playa Beach Associates address is correct? 1300 Brickell Avenue of 100 East
Hallandale Beach Blvd. Revise as necessary.
RESPONSE: La Playa Beach Association has been revised.
9. Shared parking analysis letter states that the total number of residential units plus
condo/hotel units is 521, whereas the TDR application references 522. Please advise
the appropriate document.
RESPONSE: The share parking agreement will reflect the correct number total of
condotel and condo units.
10. Have the condominium association documents and Declaration of Use (PG 16646-
3651) be terminated?
RESPONSE: Condominium Association Termination in progress.
11. Termination of the existing Beach Access is required before public hearing. Please add
this as request 7. If approved, will the existing beach access be closed or open to the
public?
RESPONSE: Per the Current Architectural proposal the beach access will be moved
from the south side of the site to the north.
12. The survey that was submitted is out of date. The buildings have been demolished.
RESPONSE: Update to survey in progress. Existing Beach access will be terminated.
13. Any signage is required to be shown on site plan.
RESPONSE: The Monumental Signage is currently been shown on page A-0.102.00.
per SEC. 265-56A.
14. Any art work is required to be shown on site plan.
RESPONSE: Allowance for Artwork have been made. The selection of the Artwork
typically happens towers the end of the construction phase.
15. Please provide any information on pre-approvals from external agencies.
RESPONSE: Record of pre-approval for DEP, Fire Department and FDOT has been
forward.
16. Provide a construction schedule and construction value estimate.
RESPONSE: Construction cost is currently estimated to $450,000,000 with a
construction schedule of 34 months.
17. If this is a phased project, describe in LOI pursuant to Code requirements.
RESPONSE: Letter of intent has been updated as requested.
18. Add in traffic/mobility studies an analysis of pedestrian connectivity by creating a
crosswalk on the south side of 189 Street connecting the west side of Collins Avenue
with the proposed beach access.
RESPONSE: Traffic and mobility Study to be updated as requested.
19. Pursuant to Section 265-5, specify the apartment-hotel units that are subject to the
five percent (5%) restriction.
RESPONSE: Name of Units to be resolved prior to issuance of a building permit.
PLANS
1. Cover Page: Aerial is several years out of date. Please update.
RESPONSE: Out of date aerial will be replace with a more representative cover of the
design aesthetic.
2. Sheet A-0.010.00
a. Provide floor height at all levels.
RESPONSE: All elevations have been updated to reflect floor heights.
b. Show north and south property side setbacks at four points each along north
and south property lines.
RESPONSE: north and south property lines have been updated on all
elevations.
c. Provide cross section of pedestal side setback at four points each north and
south property lines
RESPONSE: Pedestral sections have been added to on Sheet A-0.310.01.
d. Provide distance separation between buildings.
RESPONSE: Distance separation is reflected on Sheet A-0.010.03. The
distance is 75'. Please reference comment 4 above.
e. Building separation required is 100’, not 75’. Provide letter to support
decreasing tower separation.
RESPONSE: Please reference response to comment 4 above.
f. Proposed building separation is shown as 80’ but Sheet A-0.201.00 the
minimum separation is 75’. Please provide dimensions which must be
measured from the closest points of the structures (i.e. balcony, structural
element, design element)
RESPONSE: Building separation is taken to the exterior most point on the
building, the architectural feature. The Architectural feature is outside of the 75’
minimum requirement. Please reference comment 4 above.
g. Front setback below grade provided is incorrect and is greater than 10”.
RESPONSE: The Data Sheet is currently intended to reflect that the city’s
minimum are met. The layout reflects that the physical separations is at a minimum
17’-5”.
h. Rear setback must be measured from either bulkhead or property line and not
erosion control line. Please correct.
RESPONSE: The drawing has been updated. The rear setback is measured to
the bulkhead line as this is closer to Collins as prescribe in the sunny isles code.
i. Below grade garage north and south side setbacks not provided in table.
RESPONSE: Below grade to the north and south side setback is to the property
line. Table has been updated.
j. North and south interior side setbacks must show actual number of feet for
pedestal.
RESPONSE: We will show maximum elevation as well as setback from property
line. This should help to clarify that the top edge of the podium is within the prescribe
code setback.
k. Separate number of permitted units from TDR units.
RESPONSE: Data Sheet has been updated accordingly.
l. In Maximum Density Calculations Table density cannot be rounded up, please
recalculate number of units and also remove the total allowance from table,
the density listed as allowed cannot be obtained because this is a mixed-use
project. Acreage cannot be rounded up.
RESPONSE: Density has rounding has been corrected. Total allowance has
been corrected. Acreage has been corrected.
m. Provide total number of units under Amount of Off-Street Parking Table.
RESPONSE: Total number of units has been updated and is reflected on the
current Off-Street Parking Table.
n. Clarify whether condotel units are in both towers and, if so, provide a
breakdown.
RESPONSE: Chart for condotel units has been updated to clearly reflect where
the condotel units are located.
o. Provide amount of off-street parking spaces as per Sec. 265-46 B. table to
include requirement per each use.
RESPONSE: Chart for Off-Street parking has been updated to reflect
requirement per each use.
p. Under Hotel venue and meeting space required parking is 46 not 45 spaces
and Office parking required is 8 spaces.
RESPONSE: Noted the number has been “rounded” accordingly.
q. Based on ADA requirements a minimum of 2% of required parking must be
ADA Accessible. Therefore, 22 H/C parking spaces are required whereas, 20
are proposed.
RESPONSE: Per the addition of the spaces per comment P. 23 H/C spaces are
required and will be reflected in the layout both on level 1 for the self-parking floor.
r. Add 5. to indicate number of hotel rooms.
RESPONSE: a Fifth chart has been added to reflect the number of hotel rooms.
s. Zoning requirements and project data to be on one page for better readability,
move tower matrix to next sheet.
RESPONSE: Tower Matrix has been moved.
3. Sheet A-0.050.00
a. Provide setbacks from rear property line of bulkhead, not ECL.
RESPONSE: Setback has been provided.
b. Correct required tower separation of 100’.
RESPONSE: Please reference response to comment 4 above.
c. Show actual structure setbacks from all property lines.
RESPONSE: Actual Structural Setback has been added to drawing.
d. What is the use of the south side of property? Palms should be located along
the complete south area.
RESPONSE: Please note that this is a service drive to tower one MEP. ie FPL
Vault, Switch Gear ect. Palms may be an issue.
e. Provide driveway setbacks from both north and south property lines.
RESPONSE: Driveway setback have been added to the drawings.
f. Show driveway locations on adjacent properties with distance separation
pursuant to Sec. 265-47 D.
RESPONSE: Driveway separation has been added to drawing. We’ve also noted
that driveway are existing.
4. Sheet A-0.100.00
a. Please verify Level B1 parking count.
RESPONSE: The Parking count shown is reflective of the shared parking
requirements. The layout as shown on B1 is intended to guarantee the number as
required by the shared parking count.
5. Sheet A-0.104.00
a. Provide floor elevations.
RESPONSE: Elevations have been added to plan.
6. Sheet A-0.108.00/A-0.115.00
a. Level 14 Plan not provided.
RESPONSE: Level 14 MEP plan has been added to the Site Plan Submission
7. Sheet A-0.115.00/A-0.145.00
a. Level 45 is shown on both sheets.
RESPONSE: The layout has been corrected. Please reference plan sheet A-
0.145.00
8. Sheet A-0.201.00 to -0.201.00
a. Access is misspelled.
RESPONSE: Corrected.
b. Provide color renderings.
RESPONSE: Color of the provided elevations are in progress.
c. Building separation distance is 75’ not 80’ as stated on Sheet A-0.0101.00.
RESPONSE: Please reference Sheet A-0.010.03 for Building separation.
Building separation to be maintained at 75’. Please reference comment 4 above.
d. Provide property lines extension.
RESPONSE: Property line extension has been provided.
e. Provide setback dimension and also add setback diagram included on sheet A-
0.010.00
RESPONSE: Setback Dimension and Information from Setback diagram has
been integrated into elevation.
9. Sheet A-0.301.00
a. Notate direction of cross section elevation.
RESPONSE: Direction of cross section has been added to elevations.
10. Sheet L-2.000.00
a. Show property lines.
RESPONSE: See Landscape response. Landscape response to be formalized
and integrated into this response.
11. Sheet L-6.000.00
a. Verify that entire width of beach access easement is 20’.
RESPONSE: See Landscape response. Landscape response to be formalized
and integrated into this response.
b. This Sheet is repeated in package.
RESPONSE: See Landscape response. Landscape response to be formalized
and integrated into this response.
c. Beach access needs to provide amenities as benches, garbage containers,
pavers, lighting, signage, showers, bicycle rack, etc. Also, design need to
match City Streetscape master plan.
RESPONSE: See Landscape response. Landscape response to be formalized
and integrated into this response.
12. Site Logistics Plan
RESPONSE: Site Logistics Plan in progress.
13. Add sheet depicting all easements required for proposed project - also, add all
easements at the site plan, landscaping, and civil sheets.
RESPONSE: all easement requirement are on sheet A-050.00
TRAFFIC REVIEW
1. Traffic analysis must be based on 349 apart/hotel units as this is the number the City
has been able to verify and not 210 Condo and 210 Hotel units. Miami-Dade Property
Appraisal only recognized 340 units and the Department of Business and Professional
Regulation does not show a hotel license for this location. Traffic Report should be
amended to reflect a maximum unit count of 349 units. If applicant has additional
information please provide to the City. Additional traffic comments are forthcoming
after Applicant address this issue.
RESPONSE: Confirmation in progress.
CIVIL ENGINEERING REVIEW
1. Drawing No. A-0.100.00 - Please provide the drive aisle widths for all drive aisles. Also
provide the drive aisle width at the pinch points on the easternmost north-south drive
aisle.
RESPONSE: A-0.100.00 has been updated with the drive aisle widths for all drive
aisles.
2. Drawing No. A-0.100.00 - Please provide AutoTurn analysis for a garbage truck
accessing Basement Level B1.
RESPONSE: Drawing has been updated with Auto Turn analysis for a garbage truck.
3. Drawing No. A-0.100.00 - What is the design vehicle depicted on this sheet? Were the
turning movements generated using AutoTurn?
RESPONSE: The Updated Vehicle is a Heil DuraPack 5000 Refuse Collection Truck.
4. Drawing No. A-0.100.00 - Consideration should be given to eliminating some of the
parking spaces adjacent to walls as there will be difficulty in parking and backing out
vehicles from these spaces.
RESPONSE: Sufficient back up space will be provided to minimized difficulty. Layout to
be revised.
5. Drawing No. A-0.100.00 - How is the basement graded to allow triple mechanical
spaces on the west side of the basement level? The ramp from Level 01 appears to
drop approximately 17.5’ - 18’ which does not appear to be adequate to allow for
three vehicles to be stacked.
RESPONSE: The clear height for a Klaus Parking System is 18’-6”. Ramp and clear
height will accommodate clear height requirements for triple stack vehicles.
6. General Comment - How are levels B1, 01 and 02 being drained? There are no
drainage details in the submitted set. Please provide.
RESPONSE: Drainage for levels b1, 01 and 02 will be addressed in the building permit
drawings.
7. General Comment - Please provide ADA access from street level to Levels 01 and 02.
RESPONSE: ADA access has been incorporated to both towers with ADA elevators.
Please see drawings A-0.102.00
8. Drawing A-0.102.00 - Please show the driveway configuration for two main driveways.
If the intent is to use the existing driveways please label the plans as such. The plans
currently show existing curb in front of the proposed driveways.
RESPONSE: Sheet A-0.050.00 has been labelled with the existing driveways and
curbs. Please review.
9. General Comment - It appears that runoff from the ramps leading to the two buildings
will enter into FDOT’s drainage system on Collins Avenue. Has this been approved by
FDOT? Typically the site is required to retain all of its runoff onsite.
RESPONSE: Civil Drawings clearly show that the runoff will be kept on site. The project
will use trench drain at multiple locations to achieve this. See sheet A-0.102.00
10. Undergrounding of utilities is required. Coordination must be done with City Staff and
City COnsultants. Also, sidewalk is required to be upgraded to pavers. Please show
detail.
RESPONSE: We will meet the city’s standard condition on underground utilities and the
pavers requirements. Paver detail to be updated.
LANDSCAPING WRITEN RESPONSE TO COMMENTS
1. Sheet L-0.000.00: The landscape Legend is incorrect. Minimum code requirements
must be met and legend corrected.
RESPONSE: Noted. Legend will be corrected accordingly and code requirements will be
met.
2. Sheet L-2.000.00: Sidewalk along Collins Avenue must meet City Standard. Provide
Details
RESPONSE: Noted. Civil sub-consultant team will provide specifications and City
Standard.
3. Sheet L-2.000.00: Specify Type, Color, Size etc of proposed paving.
RESPONSE: Noted. Specifications will be provided.
4. Sheet L-3.000.00: The Landscape plan is very preliminary. Provide plant identification
on plan with quantities per area and call outs for all plant symbols. Plan is very
difficult to read and review.
RESPONSE: Noted. Callouts will be provided.
5. Sheet L-3.000.00: (3286) Ilex vomitoria in front of Collins Avenue with no tree or
Palm Canopy above is very stark and also creates a monoculture. Consider what it will
look like from the motorist or pedestrian. Not just from towers above. Redesign front
along Collins to complement and enhance the subtropical character of the beachside
community of sunny isles beach.
RESPONSE: Noted. Due to an underground parking garage, root space is extremely
limited. Every effort will be made to attempt to add verticality to the street frontage
but due to the available soil the trees will be limited to along the Collins Avenue
sidewalk and near the front of the building. This frontage is not a pedestrian area.
The lines of shrubs are reflecting lines and angles in the architecture. This theme is
further carried through with the paving plans. Additional plantings have been added
to the design to add more diversity.
6. Sheet L-3.000.00: row of ilex vomitoria with lawn in between (this is an assumption
since is not define) is very high maintenance. Narrow strips of sod are not encouraged
because they are high maintenance. Furthermore, mature Ilex vomitoria tends to get
leggy when constantly sheared.
RESPONSE: Noted. The Ilex has been changed to Ficus Green Island. We fully
understand the maintenance requirements for a landscape of this design. The City has
a culture of high design and the required maintenance and the Owner is fully
committed to maintaining the landscape.
7. Sheet L-3.000.00: It is very difficult to differentiate tree symbols, but Gumbo Limbo,
Tabebuia or Royal Poinciana are on the Beach (front line exposure) they will have a
very difficult time thriving. All plants material must have a high wind tolerance and
suitable for this beachfront location. Highly tolerant of wind and salt spray.
RESPONSE: Noted. The planting plan will have the necessary call-outs. The Tabebuias
will be removed and reaplces with a more wind tolerant species. The Ownership is
enamored with the Royal Poinciana. This species will remain in the design but the
quantity will be reduced and they will be placed in areas where the winds can be
buffered.
8. Sheet L-3.000.00: The opening between buildings is a wind tunnel and Royal Ponciana
and Licuala Palms will suffer wind damage.
RESPONSE: Noted. The planting design will take this into account.
9. Sheet L-3.000.00: Include City required amenities along beach access such as
benches, signage, trash receptacles, lighting, shower, bike racks etc.
RESPONSE: Noted. These amenities will be designed for.
10. Sheet L-3.000.00: Medjool Date Palms at 15ft on center are too close and not in
keeping city streetscape. Medjool Date Palms should be a min of 25ft on center.
RESPONSE: Noted. The palms will be spaced further apart.
11. Sheet L-3.000.00: Provided sight lines at driveways intersecting Collins avenue per
FDOT criteria and ensure there are no conflicts.
RESPONSE: Noted. The Fdot 546 sight visibility triangles will be provided in the plans.
12. Sheet L-3.000.00: Clearly delineate on plan which trees count toward street tree
requirement.
RESPONSE: Noted. The landscape legend will be updated and noted correctly in the
plans.
13. Sheet L-3.000.00: Show existing and proposed utilities on landscape Plan and ensure
there are no conflicts.
RESPONSE: Noted. Will be provided.
14. Sheet L-3.000.00: The location of backflow preventers, siamese pipes, exterior
transformers and/or other related devices and fixtures shall be clearly indicated on the
landscape plan and shown how they are screened with landscape material. From the
right of way.
RESPONSE: Noted. Will be provided.
15. Sheet L-3.000.00: Label and ensure that clear zones adjacent to all fire hydrants,
siamese connections and any other fire equipment the utilize fire hoses meets the
South Florida Fire Prevention Code.
RESPONSE: Noted. Will be provided.
16. Sheet L-3.100.00: Verify that all plant material is commercially available and thrives in
South Florida.
RESPONSE: Noted.
17. Sheet L-3.100.00: Be specific on the height of trees and palms in lieu of a range such
as 20’ – 40’ height.
RESPONSE: Noted.
18. Sheet L-3.100.00: Indicate amount of clear trunk on Seagrape, Gumbo limbo,
Tabebuia and Silver Bottonwood and grey wood for Coconut palms.
RESPONSE: Noted.
19. Sheet L-3.100.00: Sorhastrum notans (Indian grass) is not a South Florida native
grass and is not acceptable on dune. All plant material on the dune must be native to
South Florida.
RESPONSE: Noted. The Indian Grass is to be replaced with Sea Oats.
20. Sheet L-3.100.00: St. Augustine is specified as Sorghastrum nutants. Please correct.
RESPONSE: Noted.
21. Sheet L-4.000.00: Provided cut sheets with specifications for proposed lighting.
RESPONSE: Noted, Will be provided.
22. Sheet L-5.000.00: Detail 4 depicts street tree planting in sidewalk. There are no trees
planted in sidewalk.
RESPONSE: Agree. This detail will be removed.
23. Sheet L-5.000.00: Detail 7 notes 4” ortona Sand/Fiber soil mixture, 8” San topsoil and
24” planting soil. This is not typical for a project in South Florida.
RESPONSE: Noted. Organic matter will be added to the soil mixture.
24. Sheet TD-1: The existing Tree Disposition Plan indicates existing Coconut Palms on
the Landscape plan. The existing Tree Disposition Plan shall be prepared by the
Landscape Architect of Record.
RESPONSE: Noted: Will be provided.
25. Include typical Section through front, rear and sides of project to communicate design
intent. Include section through dune.
RESPONSE: Noted, Will be provided.
26. All plant material shall be Florida No.1 per state of Florida Grades and Standards for
nursery Plants, Part I & II, Prepared by the state of Florida Dep. of Agriculture &
Consumer Services, current edition. Include note on plans.
RESPONSE: Noted.
27. Further review will be required upon receipt of information required above.
RESPONSE: Noted.
28. Landscape Plans must be signed and sealed by State of Florida Registered Landscape
Architected.
RESPONSE: Noted.
29. Provide written response to comments.
RESPONSE: Noted.
END OF RESPONSE
Edward O’Donnell
Vice President
O’Donnell Dannwolf & Partners Architects INC.
2432 Hollywood Boulevard Hollywood Florida 33020
AA 26000996
November 4, 2015
VARADERO SUNNY ISLES, FLORIDA
INITIAL COMMENTS FOR THE VARADERO SITE PLAN APPLICATION
Appl. No. PZ2015-16
Address: 18801 Collins Avenue
To whom it may Concern,
I, Edward O’Donnell, registered architect for the state of Florida, request to consider the
following decrease for building separation from 100’ to 75’ for the proposed project Varadero,
located on 18801 Collins Avenue in the City of Sunny Isles Beach.
The distances between the South (Tower 1) and North (Tower 2) is measured perpendicular to
Collins Avenue varying in separation from 75’- 0" to 78’ - 0". The "inward facing"
overlap (Southern facade of Tower 2/Northern Facade of Tower 1) is minimized by shifting
Tower 2 eastward, reducing the “overlap” to 60’-0" of each facade. Architectural elements
such as reflective glass coating or ceramic fritting will be used to further reduce the visibility
into the residential units. This eastern shift of Tower 2 also creates a greater area of
unobstructed views from Collins Ave looking towards the east.
Should you have any questions please feel free to contact me.
Edward O’Donnell
Vice President
O’Donnell Dannwolf & Partners Architects INC.
2432 Hollywood Boulevard Hollywood Florida 33020
AA 26000996
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
www.callsunshine.com
GRAPHIC SCALE
0 15 30 60
( IN FEET )
1 inch = 30 ft.
=
CATCH BASIN
®=
MANHOLE
moo=
LIGHT POLE
1. D.
= WATER METER
X
= WATER VALVE
=
CATCH BASIN INLET
❑ =
UTILITY POLE
® =
RISER
=
FIRE HYDRANT
® =
HANDHOLE
�— =
SIGN
'—FOUND 1/2" PIPE & CAP
LB3653 (10/28/15)
OUND 1/2" PIPE & CAP
B3653 (10/28/15)
EROSION CONTROL LINE
DF THE ATLANTIC OCEAN
'LAT BOOK 134 PAGE 47
?" PIPE & CAP
)/28/15)
LEGEND
P.R.M. = PERMANENT REFERENCE MONUMENT
0 = CONCRETE
= ASPHALT PAVEMENT
Q
/ 27 I I I I I I I 14
O I I I I I I I I I I I I I
Q 191 STREET
=211 �I�ITT�4
5
190th. STREET
189th. TERRR.
0 30I-TI-ILTUT
z 189th. STREET
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30. . . I . . . . I �T� 117
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1241 13
i 187th. STREET
_OCATION SKETCH
NOT TO SCALE
LEGAL DESCRIPTION:
TRACT "D"
I
i
Q
TRACT "E"
0
a
0
a'
W TRACT "H"
Q
12 SITE
W
Z
13 j
/ Q
/ e 1 118 IL >L � --,I—IL 10 5
/ ,9y 1 15
186th. STREET v
1 4
L �- o
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113
/ �6 1 I
TRACT "I"
TRACT "L"
All of Tract "I", less the South 216.66 feet as measured at right angles to the South line of said Tract "I", of
AMENDED PLAT NORTH BISCAYNE BEACH, according to the plat thereof, as recorded in Plat Book 44, at Page 42, of
the Public Records of Miami—Dade County, Florida.
TOGETHER WITH
That parcel of land lying East of and bounded on the West by the East line of said Tract "I", and bounded on the
North by the Easterly extension of the North line of said Tract "I", and bounded on the East by the Erosion Control
Line of the Atlantic Ocean, as recorded in Plat Book 134 at Page 47, of said Public Records of Miami—Dade
County, Florida, and bounded on the South by the Easterly extension of the North line of the South 216.66 feet,
Zas measured at right angles to the South line of said Tract "I" of AMENDED PLAT NORTH BISCAYNE BEACH
AND
W The South 200 feet of Tract "H", as measured at right angles to the South line of said Tract "H", of AMENDED
PLAT NORTH BISCAYNE BEACH, according to the plat thereof, as recorded in Plot Book 44, at Page 42, of the
Public Records of Miami—Dade County, Florida.
UTOGETHER WITH
OThat parcel of land lying East of and bounded on the West by the East line of said Tract "H", and bounded on
the North by the Easterly extension of the North line of said South 200 feet of Tract "H", as measured at right
angles to the South line of said Tract "H", and bounded on the East by the Erosion Control Line of the Atlantic
Ocean, as recorded in Plat Book 134 at Page 47, of said Public Records of Miami—Dade County, Florida, and
bounded on the South by the Easterly extension of the South line of said Tract "H" of AMENDED PLAT NORTH
UBISCAYNE BEACH.
SURVEYOR'S NOTES:
Z — This site lies in Section 2, Township 52 South, Range 42 East, City of Sunny Isles Beach, Miami—Dade County,
Florida.
— All documents are recorded in the Public Records of Miami—Dade County, Florida unless otherwise noted.
J— Lands shown hereon were abstracted for restrictions, easements and/or rights—of—way of records per
First American Title Insurance Company FAST File No. 1062-2986192 with an effective date of
September 30, 2014. All easements and/or rights of way of record per title commitment that are plottable
are shown on this "Boundary Survey".
SCHEDULE B — SECTION 11
= 0.5' CURB
1-2
= 2.00' CURB & GUTTER
—x—=
CHAIN LINK FENCE
1. D.
= IDENTIFICATION
EL.
= ELEVATION
INV.
= INVERT
SAN.
= SANITARY
P.R.M. = PERMANENT REFERENCE MONUMENT
0 = CONCRETE
= ASPHALT PAVEMENT
Q
/ 27 I I I I I I I 14
O I I I I I I I I I I I I I
Q 191 STREET
=211 �I�ITT�4
5
190th. STREET
189th. TERRR.
0 30I-TI-ILTUT
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30. . . I . . . . I �T� 117
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i 187th. STREET
_OCATION SKETCH
NOT TO SCALE
LEGAL DESCRIPTION:
TRACT "D"
I
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Q
TRACT "E"
0
a
0
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W TRACT "H"
Q
12 SITE
W
Z
13 j
/ Q
/ e 1 118 IL >L � --,I—IL 10 5
/ ,9y 1 15
186th. STREET v
1 4
L �- o
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113
/ �6 1 I
TRACT "I"
TRACT "L"
All of Tract "I", less the South 216.66 feet as measured at right angles to the South line of said Tract "I", of
AMENDED PLAT NORTH BISCAYNE BEACH, according to the plat thereof, as recorded in Plat Book 44, at Page 42, of
the Public Records of Miami—Dade County, Florida.
TOGETHER WITH
That parcel of land lying East of and bounded on the West by the East line of said Tract "I", and bounded on the
North by the Easterly extension of the North line of said Tract "I", and bounded on the East by the Erosion Control
Line of the Atlantic Ocean, as recorded in Plat Book 134 at Page 47, of said Public Records of Miami—Dade
County, Florida, and bounded on the South by the Easterly extension of the North line of the South 216.66 feet,
Zas measured at right angles to the South line of said Tract "I" of AMENDED PLAT NORTH BISCAYNE BEACH
AND
W The South 200 feet of Tract "H", as measured at right angles to the South line of said Tract "H", of AMENDED
PLAT NORTH BISCAYNE BEACH, according to the plat thereof, as recorded in Plot Book 44, at Page 42, of the
Public Records of Miami—Dade County, Florida.
UTOGETHER WITH
OThat parcel of land lying East of and bounded on the West by the East line of said Tract "H", and bounded on
the North by the Easterly extension of the North line of said South 200 feet of Tract "H", as measured at right
angles to the South line of said Tract "H", and bounded on the East by the Erosion Control Line of the Atlantic
Ocean, as recorded in Plat Book 134 at Page 47, of said Public Records of Miami—Dade County, Florida, and
bounded on the South by the Easterly extension of the South line of said Tract "H" of AMENDED PLAT NORTH
UBISCAYNE BEACH.
SURVEYOR'S NOTES:
Z — This site lies in Section 2, Township 52 South, Range 42 East, City of Sunny Isles Beach, Miami—Dade County,
Florida.
— All documents are recorded in the Public Records of Miami—Dade County, Florida unless otherwise noted.
J— Lands shown hereon were abstracted for restrictions, easements and/or rights—of—way of records per
First American Title Insurance Company FAST File No. 1062-2986192 with an effective date of
September 30, 2014. All easements and/or rights of way of record per title commitment that are plottable
are shown on this "Boundary Survey".
SCHEDULE B — SECTION 11
of way
1-2
Standard Exceptions
Cn
J
3
INTENTIONALLY DELETED
— Elevations shown hereon are relative to the National Geodetic
4
Standard Exceptions
on Miami—Dade
5
INTENTIONALLY DELETED
of catch basin at
6
Standard Exceptions
West of
7
INTENTIONALLY DELETED
>
8
Standard Exceptions
— Lands shown hereon are located within an area having a Zone
9
Restrictions, dedications, conditions, reservations, easements and other matters
shown on the plat of AMENDED
the Federal Emergency Management Agency (FEMA), on Flood
PLAT NORTH BISCAYNE BEACH, as recorded in Plat Book 44, at Page 42.
12086C0153L,
LU
Q
No easements per plat to plot. Affects parcel but not subject to location.
index map revised September 1 1
10
Easement granted to Florida Power and Light Company, filed July 12, 1982, in
Official Records Book 11494, at
a
Page 737.
zm�
J
Not a part.
11
Declaration of Use, filed January 13, 1995, in Official Records Book 16646, at
Page 3651.
Affects parcel but not subject to location.
C0
12
Intentionally deleted.
T_
13
Riparian Rights and/or Littoral Rights are not insured.
I
O
p.
Not a survey matter.
o
cf)
NOTE:
All recording references in this commitment/policy shall refer to the Public
Records of Miami—Dade County,
Florida,
unless otherwise noted.
C/�
— Bearings hereon are referred to an assumed value of S03"01'34"W for the East right
of way
line of Collins
Avenue, and evidenced by (2) found nail & disk.
Cn
J
0
>
— Elevations shown hereon are relative to the National Geodetic
Vertical Datum of 1929,
based
on Miami—Dade
County Bench Mark No. A -5—R, Elevation +5.98 and located
by PK nail and washer on deck
of catch basin at
N.E. 189th Street (215' South of centerline) and Highway A -1—A
(Collins Avenue) (2'
West of
West edge
of pavement & 40' North of a fire hydrant).
>
�.
z
— Lands shown hereon are located within an area having a Zone
Designation X, AE (EL
8) & VE
(EL 10) by
the Federal Emergency Management Agency (FEMA), on Flood
Insurance Rate Map No.
12086C0153L,
LU
Q
for Community No. 120688, dated September 1 1 , 2009, and
index map revised September 1 1
, 2009, and is
relative to the National Geodetic Vertical Datum of 1929.
0
a
— Pursuant to Florida State Statutes in Chapter 1 61 .141 , it designates that an upland
property landward of the established Erosion Control Line shall remain the property of
the upland owner.
— Dimensions indicated hereon are field measured by electronic measurement, unless otherwise noted.
— Lands shown hereon containing 205,424 square feet, or 4.716 acres, more or less.
— All horizontal control measurements are within a precision of 1:10,000.
— This map is intended to be displayed at the graphic scale shown hereon or smaller.
— Roof overhang not located unless otherwise shown.
— Underground improvements and/or underground encroachments not shown unless otherwise indicated.
— The approximate location of all utilities shown hereon were determined from As—Built plans and/or
on—site locations and should be verified before construction.
— Legal description shown hereon furnished by client and no claims as to ownership are made or implied.
CERTIFICATION TO:
Banco Inbursa S.A. Institucion de Banca Multiple, Grupo Financiero Inbursa, Dune Real Estate Partners LP, Dune Real
Estate Fund III LP, DREF III International Fund LP, DREF III Playa LLC, DREF III Playa II LLC, FD Sunny Isles Member
LLC, La Playa MM, LLC, Lo Playa CF LLC, La Playa Beach Holdings, LLC, La Playa Beach Associates, LLC, Fortress
Credit Co LLC, Fortress Credit Corp., Fortress Credit Advisors LLC, Fortress Real Estate Opportunities Advisors LLC,
Drawbridge Special Opportunities Fund LP, any fund or account managed directly or indirectly by Fortress Investment
Group LLC, and any of its and their respective assigns, affiliates, agents and advisors
SURVEYOR'S CERTIFICATION:
This is to certify that this "Boundary and Topographic Survey" was made under my responsible charge on
September 22, 2014 and last updated on October 28, 2015, in accordance with the 2011 Minimum Standard Detail
Requirements for ALTA/ACSM Land Title Surveys, jointly established and adopted by ALTA and NSPS, and meets the
applicable codes as set forth in the Florida Administrative Code, pursuant to Section 472.027, Florida Statutes.
"Not valid without the signature and the original raised
seal of a Florida Licensed Surveyor and Mapper"
FORTIN, LEAVY, SKILES, INC., LB3653
Bv:
Daniel C. Fortin, For The Firm
Surveyor and Mapper, LS2853
State of Florida.
This Drawing is
the Property of
Fortin, LEAVY, SKILES, Inc.
and is an Instrument
of Service not to be
Reproduced in Whole
or in Part without
the Express WRITTEN
Permission of Same.
i
Date
9/22/14
Scale
1 "=30'
Drawn By.
MAP
Cad. No.
140915
Plotted:
10/30/15 10:02a
Ref. Dg.
2005-268
Field Book.
Job. No.
140916
Dg. No,
2014-135-1
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CHATEAU GROUP
FORTUNE INTERNATIONAL GROUP
WEST 8/ROSENBERG GARDNER DESIGN
VSN ENGINEERING
DESIMONE
JPG ENGINEERING GROUP
VARADERO
UNSTUDIO/TRACHTENBERG
ODP ARCHITECTS
L-0.000.00
WEST8
11/04/2015
N/A
W8
PLANTING TABULATIONS
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daterev.issuance id. & description
keyplan
1000 E Hallandale Beach Blvd.
Hallandale Beach, FL 33009 T +1 (954) 455 8788
1300 Brickell Avenue
Miami, FL 33131 T +1 (305) 351 1000
Jamie Maslyn Larson
FL. Landscape Architect Reg. No: LA 6667052
Date
Originator Scale
Drawn by
Number
Title
client
landscape architect
333 Hudson Street, Suite 905
New York, NY 10013
civil engineer
structural engineer
mechanical & electrical engineer
8550 W. Flagler St. #113
Miami, FL 33144
800 Brickell Ave. #600
Miami, FL 33131
3553 NW 79th Ave.
Miami, FL 33122
check
18801 Collins Avenue
Sunny Isles Beach, FL 33160
Project Name
Stadhouderskade 113,
PO box 75381, 1070 AJ Amsterdam T +31 (0)20 570 2040The Netherlands
design consultant
6310 NW 2nd Ave.
Miami, FL 33150 T +1 (786) 708 2474
GENERAL NOTES
architect of record
2432 Hollywood Blvd.
Hollywood, FL 33020
17670 NW 78TH Ave.
Hialeah, FL 33015 T +1 (305) 392-1016
T +1 (954) 518 0833
T +1 (305) 441 0755
T +1 (305) 436 9292
T +1 (305) 551 6267
T +1 (212) 285 0088
client
Jo
b
#
:
TABULATIONS / MINIMUM CODE REQUIREMENTS
R
TREE RELOCATION LEGEND
TREE TO BE RELOCATED
DUNE VEGETATION TO BE REMOVED
EXISTING COCONUT PALM
Quantity: 16uds
FIRE
HYDRANT
PREVENTOR
BACKFLOW
FIRE
HYDRANT (TYP.)
FIRE
CONNECTION
FLORIDA POWER & LIGHT
COMPANY MANHOLE
BELLSOUTH TELEPHONE
COMPANY MANHOLE
METER LID
TRAFFIC
LIGHT POLE
METER LID
NORTH MIAMI BEACH
SAMPLE RISER
STATION #2
COMPANY TRANSFORMER
FLORIDA POWER & LIGHT
GUY WIRE
WIRE (TYP.)
OVERHEAD
STORM MANHOLE
CATCH BASIN INLET
STORM MANHOLE
STORM MANHOLE
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GUARDRAIL
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PAINT STRIPE
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ALUMINUM RAIL
6' HIGH
FENCE
WOOD RAMP
WALK
BRICK WALK
1.5' WIDE
BULKHEAD
DUMPSTER
0.6' WALL
(TYP.)
0.75' WALL
FENCE
6' HIGH RAIL
1.35' x 2' HIGH
WALL
STEEL RAIL
6' HIGH
FENCE
BRICK
FENCE
6' HIGH RAIL
BEACH SAND
BEACH SAND
BEACH SAND
0.67' WALL
EROSION CONTROL LINE
OF THE ATLANTIC OCEAN
PLAT BOOK 134 PAGE 47
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LB3653 (3/24/15)
FOUND 1/2" PIPE & CAP
LB3653 (3/24/15)
FOUND 1/2" PIPE & CAP
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FOUND SPIKE & DISK
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FOUND NAIL & DISK
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4.
0
0
3.
0
0
2.
0
0
7.
0
0
7.
0
0
7.
0
0
7
.
0
0
0
FENCE
6' HIGH CHAINLINK
0
FENCE
6' HIGH WOOD
0
0
0
0
FENCE
6' HIGH WOOD
A S P H A L T
P A V E M E N T
P A V E M E N T
4.3
'
BU
I
L
D
I
N
G
SO
U
T
H
4.0
'
BU
I
L
D
I
N
G
SO
U
T
H
13
.
1
'
8.0
'
19.
0
'
4.0
'
WA
L
L
NO
R
T
H
4.1
'
BU
L
K
H
E
A
D
NO
R
T
H
5.7
'
WA
L
L
NO
R
T
H
4.0
'
FE
N
C
E
NO
R
T
H
2.0
'
WA
L
L
NO
R
T
H
1.0
'
FE
N
C
E
NO
R
T
H
600.00'
RIGHT OF WAY
PLAT BOOK 44
P
A
G
E
4
2
3.0
0
5
.
0
0
5.0
0
7
.
0
0
7.
0
0
7.00
7.00
4.0
0
6.0
0
6.0
0
351.7'
MARERAS
25'- 0"
50'- 0"
31'- 0"
25'- 0"
DADE COUNTY BULKHEAD LINE
PLAT BOOK 74 PAGE 1
Tower Setback50' Porte Cochere
46'-0" OFFSET
FROM ECL LINE
TO
W
E
R
S
E
T
B
A
C
K
PO
D
I
U
M
S
E
T
B
A
C
K
LI
M
I
T
O
F
W
O
R
K
CO
S
T
A
L
C
O
N
S
T
R
U
C
T
I
O
N
C
O
N
T
R
O
L
L
I
N
E
(
C
C
C
L
)
DA
D
E
C
O
U
N
T
Y
B
U
L
K
H
E
A
D
L
I
N
E
LIMIT OF WORK
LI
M
I
T
O
F
W
O
R
K
DA
D
E
C
O
U
N
T
Y
B
U
L
K
H
E
A
D
L
I
N
E
46
'
-
0
"
O
F
F
D
S
E
T
F
R
O
M
E
C
L
L
I
N
E
FL
O
O
D
Z
O
N
E
X
FL
O
O
D
Z
O
N
E
A
E
(E
L
8
)
(
N
.
G
.
V
.
D
1
9
2
9
)
FLOOD ZONE X FLOOD ZONE AE
(EL 8) (N.G.V.D. 1929)
FLOOD ZONE VE
(EL 10) (N.G.V.D. 1929)
PHASE 1 LINE
allowing 300' with for
phase1
SETBACK
SETBACK
ER
O
S
I
O
N
C
O
N
T
R
O
L
L
I
N
E
EROSION CONTROL
LINE
R
TREE #37 PALM
TO BE RELOCATED
R
TREE #39 PALM
TO BE RELOCATED
R
TREE #40 PALM
TO BE RELOCATED
R
TREE #41 PALM
TO BE RELOCATEDR
TREE #42 PALM
TO BE RELOCATED
R
TREE #43 PALM
TO BE RELOCATED
R
TREE #44 PALM
TO BE RELOCATED
R
TREE #45 PALM
TO BE RELOCATED
R
TREE #46 PALM
TO BE RELOCATED
R
TREE #47 PALM -
TO BE RELOCATED
R
TREE #48 PALM
TO BE RELOCATED
R TREE #49 PALM -
TO BE RELOCATED
R
TREE #50 PALM -
TO BE RELOCATED
R TREE #51 PALM -
TO BE RELOCATED
R
TREE #52 PALM -
TO BE RELOCATED
R
TREE #38 PALM
TO BE RELOCATED
DUNE REMOVAL
FUTURE BEACH
ACCESS
DUNE REMOVAL
FOUND NAIL & DISK
LB3653 (3/24/15)
CHATEAU GROUP
FORTUNE INTERNATIONAL GROUP
WEST 8/ROSENBERG GARDNER DESIGN
VSN ENGINEERING
DESIMONE
JPG ENGINEERING GROUP
VARADERO
UNSTUDIO/TRACHTENBERG
ODP ARCHITECTS
L-1.000.00
WEST8 1/20"-1' 0"
W8
TREE RELOCATION
PLAN
W8
-
T
1
4
7
PRELIMINARY
11/04/2015
daterev.issuance id. & description
keyplan
1000 E Hallandale Beach Blvd.
Hallandale Beach, FL 33009 T +1 (954) 455 8788
1300 Brickell Avenue
Miami, FL 33131 T +1 (305) 351 1000
Date
Originator Scale
Drawn by
Number
Title
client
landscape architect
333 Hudson Street, Suite 905
New York, NY 10013
civil engineer
structural engineer
mechanical & electrical engineer
8550 W. Flagler St. #113
Miami, FL 33144
800 Brickell Ave. #600
Miami, FL 33131
3553 NW 79th Ave.
Miami, FL 33122
check
18801 Collins Avenue
Sunny Isles Beach, FL 33160
Project Name
Stadhouderskade 113,
PO box 75381, 1070 AJ Amsterdam T +31 (0)20 570 2040The Netherlands
design consultant
6310 NW 2nd Ave.
Miami, FL 33150 T +1 (786) 708 2474
GENERAL NOTES
architect of record
2432 Hollywood Blvd.
Hollywood, FL 33020
17670 NW 78TH Ave.
Hialeah, FL 33015 T +1 (305) 392-1016
T +1 (954) 518 0833
T +1 (305) 441 0755
T +1 (305) 436 9292
T +1 (305) 551 6267
T +1 (212) 285 0088
client
Jo
b
#
:
Jamie Maslyn Larson
FL. Landscape Architect Reg. No: LA 6667052
FIRE
HYDRANT
FIRE
HYDRANT
FIRE
CONNECTION
STORM MANHOLE
CATCH BASIN INLET
STORM MANHOLE
STORM MANHOLE
CA
T
C
H
B
A
S
I
N
I
N
L
E
T
SANITARY MANHOLE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
C
O
L
L
I
N
S
A
V
E
N
U
E
EROSION CONTROL LINE
OF THE ATLANTIC OCEAN
PLAT BOOK 134 PAGE 47
DA
D
E
C
O
U
N
T
Y
B
U
L
K
H
E
A
D
L
I
N
E
PL
A
T
B
O
O
K
7
4
P
A
G
E
1
BENCHMARK
ELEVATION
MIAMI-DADE COUNTY #A-5-R
EA
S
T
L
I
N
E
O
F
T
R
A
C
T
H
PL
A
T
B
O
O
K
4
4
P
A
G
E
4
2
EA
S
T
L
I
N
E
O
F
T
R
A
C
T
I
PL
A
T
B
O
O
K
4
4
P
A
G
E
4
2
244.35'
236.47'237.69'
FOUND 1/2" PIPE & CAP
LB3653 (3/24/15)
FOUND 1/2" PIPE & CAP
LB3653 (3/24/15)
FOUND 1/2" PIPE & CAP
LB3653 (3/24/15)
4'
FO
U
N
D
N
A
I
L
&
D
I
S
K
WI
T
N
E
S
S
C
O
R
N
E
R
4.
0
2
'
O
F
F
S
E
T
L
B
3
6
5
3
(
3
/
2
4
/
1
5
)
FOUND SPIKE & DISK
LB3653 (3/24/15)
FOUND NAIL & DISK
LB3653 (3/24/15)
FOUND NAIL & DISK
4'
S86°53'43"W
S0
3
°
0
1
'
3
4
"
W
43
5
.
8
1
'
N0
3
°
3
6
'
2
2
"
E
20
2
.
6
7
'
N0
1
°
3
0
'
0
5
"
E
23
2
.
7
9
'
474.16'N86°53'43"E
469.99'
5
.
0
0
6.
0
0
6
.
0
0
5.
0
0
4.
0
0
3.
0
0
2.
0
0
7.
0
0
7.
0
0
7.
0
0
7
.
0
0
4.3
'
BU
I
L
D
I
N
G
SO
U
T
H
4.0
'
BU
I
L
D
I
N
G
SO
U
T
H
4.0
'
WA
L
L
NO
R
T
H
4.1
'
BU
L
K
H
E
A
D
NO
R
T
H
5.7
'
WA
L
L
NO
R
T
H
4.0
'
FE
N
C
E
NO
R
T
H
2.0
'
WA
L
L
NO
R
T
H
1.0
'
FE
N
C
E
NO
R
T
H
3.0
0
5
.
0
0
5.0
0
7
.
0
0
7.
0
0
7.00
7.00
4.0
0
6.0
0
6.0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
351.7'
MARERAS
ZZ
ZZ
ZZ ZZ ZZ
ZZ
ZZ
ZZ ZZ ZZ
OUTDOOR DINNING
KIDS POOL
SUN DECK
SUN DECK
MAIN POOL
EVENTS FLEXIBLE SPACE
RESIDENTIAL POOL
HAMMOCK
RESIDENTIAL POOL
HAMMOCK
TERRACE
PEDESTRIAN
SERVICE/LOADING
LAWN
TERRACE
ESPLANADE
ESPLANADE
SHADE STRUCTURE
SHADE STRUCTURE
BAR/GRILL
DUNES
DUNES
DUNES
TERRACE
ENNTREE
DROP - OFF
TOWER 1
DROP - OFF
TOWER 2
1 1
1
1
1
1
1
1
1
1
SUN DECK
SUN DECK
SUN DECK
PATIO / COUTYARD
SUN DECK
BEACH ACCESS
PRIVATE ACCESS
DUNES
DADE COUNTY BULKHEAD LINE
PLAT BOOK 74 PAGE 1
Tower Setback50' Porte Cochere
46'-0" OFFSET
FROM ECL LINE
TO
W
E
R
S
E
T
B
A
C
K
PO
D
I
U
M
S
E
T
B
A
C
K
LI
M
I
T
O
F
W
O
R
K
CO
S
T
A
L
C
O
N
S
T
R
U
C
T
I
O
N
C
O
N
T
R
O
L
L
I
N
E
(
C
C
C
L
)
DA
D
E
C
O
U
N
T
Y
B
U
L
K
H
E
A
D
L
I
N
E
LIMIT OF WORK
LI
M
I
T
O
F
W
O
R
K
DA
D
E
C
O
U
N
T
Y
B
U
L
K
H
E
A
D
L
I
N
E
46
'
-
0
"
O
F
F
D
S
E
T
F
R
O
M
E
C
L
L
I
N
E
FL
O
O
D
Z
O
N
E
X
FL
O
O
D
Z
O
N
E
A
E
(E
L
8
)
(
N
.
G
.
V
.
D
1
9
2
9
)
FLOOD ZONE X FLOOD ZONE AE
(EL 8) (N.G.V.D. 1929)
FLOOD ZONE VE
(EL 10) (N.G.V.D. 1929)
PHASE 1 LINE
allowing 300' with for
phase1
SETBACK
ER
O
S
I
O
N
C
O
N
T
R
O
L
L
I
N
E
EROSION CONTROL
LINE
70'-3"
10'20'
R15'
67'-1"
85'
11'45'-7"
11'-11"
21'-1"
33'
66'
10'
16'-9"
29'-1"
46'-1"
102'-3"
11'
18'17'
211'-10"
71'-6"
28'
106'-9"
10'-8"
49'-5"
79'-8"
97'-2"
38'-11"
31'-7"
46'-10"
50'-2"
38'-5"
44'-7"
26'-11"
40'-9"
25'
50'-1"
6'
10'-3"
17'-2"
30'-2"
72'
FOUND NAIL & DISK
LB3653 (3/24/15)
CHATEAU GROUP
FORTUNE INTERNATIONAL GROUP
WEST 8/ROSENBERG GARDNER DESIGN
VSN ENGINEERING
DESIMONE
JPG ENGINEERING GROUP
VARADERO
UNSTUDIO/TRACHTENBERG
ODP ARCHITECTS
L-1.100.00
WEST8 1/20"-1' 0"
W8
LANDSCAPE
LAYOUT PLAN
W8
-
T
1
4
7
PRELIMINARY
11/04/2015
daterev.issuance id. & description
keyplan
1000 E Hallandale Beach Blvd.
Hallandale Beach, FL 33009 T +1 (954) 455 8788
1300 Brickell Avenue
Miami, FL 33131 T +1 (305) 351 1000
Date
Originator Scale
Drawn by
Number
Title
client
landscape architect
333 Hudson Street, Suite 905
New York, NY 10013
civil engineer
structural engineer
mechanical & electrical engineer
8550 W. Flagler St. #113
Miami, FL 33144
800 Brickell Ave. #600
Miami, FL 33131
3553 NW 79th Ave.
Miami, FL 33122
check
18801 Collins Avenue
Sunny Isles Beach, FL 33160
Project Name
Stadhouderskade 113,
PO box 75381, 1070 AJ Amsterdam T +31 (0)20 570 2040The Netherlands
design consultant
6310 NW 2nd Ave.
Miami, FL 33150 T +1 (786) 708 2474
GENERAL NOTES
architect of record
2432 Hollywood Blvd.
Hollywood, FL 33020
17670 NW 78TH Ave.
Hialeah, FL 33015 T +1 (305) 392-1016
T +1 (954) 518 0833
T +1 (305) 441 0755
T +1 (305) 436 9292
T +1 (305) 551 6267
T +1 (212) 285 0088
client
Jo
b
#
:
Jamie Maslyn Larson
FL. Landscape Architect Reg. No: LA 6667052
MATERIALS LEGEND
CODE ITEM DESCRIPTION SURFACE
Application: drop off / welcome arrival
Color: dark grey
Application: drop off / welcome arrival
Color: light grey
Application: Pool deck / Outdoor amenities
Color: natural wood
Application: Beach easement path
Color: Terracota
Application: Esplanade
Color: natural
Application: Vantage / Podium Hall
Color: natural grey
Application: Pool wet deck / Pedestrian Access
Color: white
Application: Service / Loading Driveway
Color: natural black
Application: Hammock Grove Areas
Color: natural
Granite Cobble Stone /
Rough Texture
Granite Cobble Stone /
Smooth Texture
Decking - IPE
Integral Color Concrete /
DG decomposed Granite
Granite Slabs
White Concrete
Asphalt
Sand
Concrete Coating
15,119 sq.ft
18,504 sq.ft
12,684 sq.ft
12,684 sq.ft
5,890 sq.ft
2,341 sq.ft
2,127 sq.ft
9,715 sq.ft
4,595 sq.ft
GCR
GCS
DCK
CC
DCG
GS
WC
AS
SN
10'-0"
sf
MEP
668
non-GFA
sf
Toilets
538
GFA
sf
MEP
1308
non-GFA
sf
Lobby - Concierge
2807
GFA sf
Lounge - Breakfast - Library
2389
GFA
sf
Lift Lobby
642
GFA
sf
Fire L.
152
non-GFA
sf
Circulation
858
GFA
sf
FCC
244
non-GFA
sf
Valet
315
GFA
sf
Toilets
434
GFA
sf
Specialty Restaurant
1500
GFA
sf
Corridor
887
GFA
sf
Toilets
439
GFA
sf
Lift Lobby
587
GFA
sf
Lift Lobby
637
GFA
sf
Club Room
5059
GFA
sf
MEP
1157
non-GFA
sf
HOA
1571
GFA
sf
Lobby - Concierge
3335
GFA
sf
Fire L.
160
non-GFA
sf
Fire L.
160
non-GFA
sf
Lobby
1998
GFA
sf
Stair
537
GFA
sf
Stair
219
GFA
sf
Stair
546
GFA
sf
Specialty R. FOH BOH
1568
GFA
sf
Lounge Cafe
900
GFA
sf
Lounge C. - Hostess
213
GFA
sf
Lounge C. BOH
384
GFA
EL.
S.EL.
EL.
S.EL.
EL.
H.EL.
H.EL.
H.EL.EL.
EL.
EL.
S.EL.
EL.
EL.
DN
DN
UP
UP
UP
UP
STR.
STR.
STR.
STR.
EL.
EL.
S.EL.
STR.
UP
DN
STR.
UP
EL.
Ra
m
p
1
4
%
7%
b
l
e
n
d
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
FIRE ENGINE SET-UP SITE
B
FIRE ENGINE SET-UP SITE
A
L2
L3
L2
Level 2
ELEV. +26'-0"
Level 2
ELEV. +27'-8"
Level 2
ELEV. +27'-8"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +27'-8"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
12'-
0
"
15'-
0
"
12'-
0
"
12'-
0
"
8'-0
"
12'-
0
"
12'-
0
"
12'-0"
30'-0"
12'-0"12'-0"8'-0"
12'-0"12'-0"8'-7"
47'-0"
21
'
-
0
"
10'-0
"
10'-0"
47'-0"
21
'
-
0
"
1
0
'
-
0
"
1
0
'
-
0
"
10'-
0
"
R1
5
'
-
0
"
R15'-
0
"
R15'-0
"
R
5
0
'
-
0
"
R
5
0
'
-
0
"
R50
'
-
0
"
R
5
0
'
-
0
"
15'-
0
"
DADE COUNTY BULKHEAD LINE
PLAT BOOK 74 PAGE 1
Tower Setback50' Porte Cochere
47'-0" OFFSET
FROM ECL LINE
BULKHEAD
LINE
47'-0" OFFSET
FROM ECL LINE
FOUND NAIL & DISK
LB3653 (3/24/15)
FIRE
HYDRANT
FIRE
HYDRANT
FIRE
CONNECTION
STORM MANHOLE
CATCH BASIN INLET
STORM MANHOLE
STORM MANHOLE
CA
T
C
H
B
A
S
I
N
I
N
L
E
T
SANITARY MANHOLE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
C
O
L
L
I
N
S
A
V
E
N
U
E
EROSION CONTROL LINE
OF THE ATLANTIC OCEAN
PLAT BOOK 134 PAGE 47
DA
D
E
C
O
U
N
T
Y
B
U
L
K
H
E
A
D
L
I
N
E
PL
A
T
B
O
O
K
7
4
P
A
G
E
1
BENCHMARK
ELEVATION
MIAMI-DADE COUNTY #A-5-R
EA
S
T
L
I
N
E
O
F
T
R
A
C
T
H
PL
A
T
B
O
O
K
4
4
P
A
G
E
4
2
EA
S
T
L
I
N
E
O
F
T
R
A
C
T
I
PL
A
T
B
O
O
K
4
4
P
A
G
E
4
2
5
.
0
0
6.
0
0
6
.
0
0
5.
0
0
4.
0
0
3.
0
0
2.
0
0
7.
0
0
7.
0
0
7.
0
0
7
.
0
0
4.3
'
BU
I
L
D
I
N
G
SO
U
T
H
4.0
'
BU
I
L
D
I
N
G
SO
U
T
H
4.0
'
WA
L
L
NO
R
T
H
4.1
'
BU
L
K
H
E
A
D
NO
R
T
H
5.7
'
WA
L
L
NO
R
T
H
4.0
'
FE
N
C
E
NO
R
T
H
2.0
'
WA
L
L
NO
R
T
H
1.0
'
FE
N
C
E
NO
R
T
H
3.0
0
5
.
0
0
5.0
0
7
.
0
0
7.
0
0
7.00
7.00
4.0
0
6.0
0
6.0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
351.7'
MARERAS
ZZ
ZZ
ZZ ZZ ZZ
ZZ
ZZ
ZZ ZZ ZZ
FOUND NAIL & DISK
LB3653 (3/24/15)
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
Level 1
ELEV. +15'-8"
Level 2
ELEV. +26'-0"
Grade
ELEV. +6'-0"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
Grade
ELEV. +6'-0"
Grade
ELEV. +6'-0"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
Chamfer
ELEV. +12'-0"
Level 1
ELEV. +15'-8"
Chamfer
ELEV. +12'-0"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
Grade
ELEV. +6'-0"
Chamfer
ELEV. +12'-0"ELEV. +7'-7"
ELEV. +8'-7"
ELEV. +9'-0"
ELEV. +8'-9"
ELEV. +8'-1"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
Level 1
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
ELEV. +14'-8"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
ELEV. -8'-7"
Level 1
ELEV. +15'-8"
UP
DN
R
a
m
p
1
4
%
7
%
B
l
e
n
d
7%
B
l
e
n
d
R
a
m
p
1
4
%
7% Blend
DN
UP
DN
7%
B
l
e
n
d
7%
B
l
e
n
d
UP
DN
UP
Ramp 1:20 Slope
R
a
m
p
1
4
%
Ra
m
p
1
4
%
Ramp 8%DN
Ramp Lenght 193'- 4"
Ra
m
p
1
4
%
7%
b
l
e
n
d
Ramp Beach Easement
1:20 Slope
Ramp length 139'-4"
OUTDOOR DINNING
KIDS POOL
SUN DECK
MAIN POOL
EVENTS FLEXIBLE SPACE
RESIDENTIAL POOL
HAMMOCK
VANTAGE
WELCOME
RESIDENTIAL POOL
HAMMOCK
TERRACE
PEDESTRIAN
SERVICE/LOADING
LAWN
HUB / PODIUM
ARRIVAL
TERRACE
ESPLANADE
ESPLANADE
SHADE STRUCTURE
SHADE STRUCTURE
BAR/GRILL
DUNES
DUNES
DUNES
TERRACE
ENNTREE
DROP - OFF
TOWER 1
DROP - OFF
TOWER 2
WELCOME
ARRIVAL
1 1
1
1
1
1
1
1
1
1
SUN DECK
BEACH ACCESSBEACH ACCESS
PRIVATE ACCESS
MATERIALS LEGEND
MOUNTABLE CURB
AT THIS LOCATION
MOUNTABLE CURB
AT THIS LOCATION
MOUNTABLE CURB
AT THIS LOCATION
MOUNTABLE CURB
AT THIS LOCATION
CIP CONC
CURB. TYP
AS
ASPHALT
AS
ASPHALT
GS
GRANITE SLABS
GCR
GRANITE COBBLESTONE-
ROUGH TEXTURE
GCS
GRANITE COBBLESTONE-
SMOOTH TEXTURE
CC
INTEGRAL COLOR
CONCRETE
AS PER CITY
STANDARD
CC
INTEGRAL COLOR
CONCRETE AS PER
CITY STANDARD
GCR
GRANITE COBBLESTONE-
ROUGH TEXTURE
GCS
GRANITE COBBLESTONE-
SMOOTH TEXTURE
DCG
DG DECOMPOSED
GRANITE
DCG
DG DECOMPOSED
GRANITE
DCG
DG DECOMPOSED
GRANITE
GCR
GRANITE COBBLESTONE-
ROUGH TEXTURE
GCS
GRANITE COBBLESTONE-
SMOOTH TEXTURE
DCK
DECKING - IPE
DCK
DECKING - IPE
DCK
DECKING - IPE
DCK
DECKING - IPE
SN
SAND
SN
SAND
WC
WHITE CONCRETE
WC
WHITE CONCRETE
WC
WHITE CONCRETE
CC
INTEGRAL COLOR
CONCRETE-
CONCRETE COATING
DCK
DECKING - IPE
WC
WHITE CONCRETE
GCR
GRANITE COBBLESTONE-
ROUGH TEXTURE
GCS
GRANITE COBBLESTONE-
SMOOTH TEXTURE
SIDEWALK AS PER
CITY OF SUNNY ISLES
SPECIFICATION
SIDEWALK AS PER
CITY OF SUNNY ISLES
SPECIFICATION
BENCH
TRASH BIN
AS PER CITY STANDARD
SIGNAGE
AS PER CITY STANDARD
BEACH SHOWER
AS PER CITY STANDARD
BIKE RACK
AS PER CITY STANDARD
SEATING EDGESEATING EDGE SEATING EDGESEATING EDGESEATING EDGESEATING EDGE
TRASH BIN
AS PER CITY STANDARD
BEACH ACCESS
SIGNAGE
102'-3"
76'-5"
83'-6"
28'-5"
74'-7"
31'-11"
20'-2"
193'-4"166'-2"100'-5"
193'-4"107'-3"112'-4"30'-5"
25'20'15'20'25'20'15'
20'15'
20'
15'
CHATEAU GROUP
FORTUNE INTERNATIONAL GROUP
WEST 8/ROSENBERG GARDNER DESIGN
VSN ENGINEERING
DESIMONE
JPG ENGINEERING GROUP
VARADERO
UNSTUDIO/TRACHTENBERG
ODP ARCHITECTS
L-2.000.00
WEST8 1/20"-1' 0"
W8
LANDSCAPE
MATERIALS PLAN
W8
-
T
1
4
7
PRELIMINARY
11/04/2015
daterev.issuance id. & description
keyplan
1000 E Hallandale Beach Blvd.
Hallandale Beach, FL 33009 T +1 (954) 455 8788
1300 Brickell Avenue
Miami, FL 33131 T +1 (305) 351 1000
Date
Originator Scale
Drawn by
Number
Title
client
landscape architect
333 Hudson Street, Suite 905
New York, NY 10013
civil engineer
structural engineer
mechanical & electrical engineer
8550 W. Flagler St. #113
Miami, FL 33144
800 Brickell Ave. #600
Miami, FL 33131
3553 NW 79th Ave.
Miami, FL 33122
check
18801 Collins Avenue
Sunny Isles Beach, FL 33160
Project Name
Stadhouderskade 113,
PO box 75381, 1070 AJ Amsterdam T +31 (0)20 570 2040The Netherlands
design consultant
6310 NW 2nd Ave.
Miami, FL 33150 T +1 (786) 708 2474
GENERAL NOTES
architect of record
2432 Hollywood Blvd.
Hollywood, FL 33020
17670 NW 78TH Ave.
Hialeah, FL 33015 T +1 (305) 392-1016
T +1 (954) 518 0833
T +1 (305) 441 0755
T +1 (305) 436 9292
T +1 (305) 551 6267
T +1 (212) 285 0088
client
Jo
b
#
:
Jamie Maslyn Larson
FL. Landscape Architect Reg. No: LA 6667052
Jamie Maslyn Larson
AW Paurotis Palm
CN Coconut Palm
PM Date Palm
CU Seagrape Tree
YA Yucca Aloifolia
DR Royal Ponciana
CET S.Buttonwood
*Note: refer to planting schedule
FIRE
HYDRANT
FIRE
HYDRANT
FIRE
CONNECTION
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
C
O
L
L
I
N
S
A
V
E
N
U
E
EROSION CONTROL LINE
OF THE ATLANTIC OCEAN
PLAT BOOK 134 PAGE 47
DA
D
E
C
O
U
N
T
Y
B
U
L
K
H
E
A
D
L
I
N
E
PL
A
T
B
O
O
K
7
4
P
A
G
E
1
BENCHMARK
ELEVATION
MIAMI-DADE COUNTY #A-5-R
EA
S
T
L
I
N
E
O
F
T
R
A
C
T
H
PL
A
T
B
O
O
K
4
4
P
A
G
E
4
2
EA
S
T
L
I
N
E
O
F
T
R
A
C
T
I
PL
A
T
B
O
O
K
4
4
P
A
G
E
4
2
5
.
0
0
6.
0
0
6
.
0
0
5.
0
0
4.
0
0
3.
0
0
2.
0
0
7.
0
0
7.
0
0
7.
0
0
7
.
0
0
4.3
'
BU
I
L
D
I
N
G
SO
U
T
H
4.0
'
BU
I
L
D
I
N
G
SO
U
T
H
4.0
'
WA
L
L
NO
R
T
H
4.1
'
BU
L
K
H
E
A
D
NO
R
T
H
5.7
'
WA
L
L
NO
R
T
H
4.0
'
FE
N
C
E
NO
R
T
H
2.0
'
WA
L
L
NO
R
T
H
1.0
'
FE
N
C
E
NO
R
T
H
3.0
0
5
.
0
0
5.0
0
7
.
0
0
7.
0
0
7.00
7.00
4.0
0
6.0
0
6.0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
351.7'
MARERAS
ZZ
ZZ
ZZ ZZ ZZ
ZZ
ZZ
ZZ ZZ ZZ
EVENT LAWN
ST.AGUSTINE GRASS
SUNDECK LAWN
ST.AGUSTINE GRASS
LAWN
ST.AGUSTINE GRASS
LAWN
SUNDECK LAWN
ST.AGUSTINE GRASS
SUNDECK LAWN
ST.AGUSTINE
GRASS
PROPOSED DUNES
SEA OATS
PROPOSED DUNES
SEA OATS
PROPOSED DUNES
SEA OATS
PROPOSED DUNES
SEA OATS
EXTENDED SAND BED
PROPOSED
PLANTING
BED
PLANTING
BED
GREEN BUFFER
HEDGE
GREEN BUFFER
HEDGE
GREEN BUFFER
HEDGE
GREEN BUFFER
HEDGE
VEGETATION
CLUSTER / CLUSIA
VEGETATION
CLUSTER / CLUSIA
EXTENSION OF THE EXISTING
STREET PROFILE VEGETATION
DATE PALMS
GREEN BUFFER
WALL MITIGATION
GREEN BOTTONWOOD TREE
ROW OF LINEAR HEDGES
FICUS GREEN ISLAND
REINFORCED PLANTING BED
FOR FIRE ENGINE
PLANTING BED
PLANTING BED
PLANTING BED
PLANTING BED
PLANTING BED
OUTDOOR DINNING
KIDS POOL
SUN DECK
SUN DECK
MAIN POOL
EVENTS FLEXIBLE SPACE
RESIDENTIAL POOL
HAMMOCK
VANTAGE
WELCOME
RESIDENTIAL POOL
HAMMOCK
TERRACE
PIAZZA
PEDESTRIAN
SERVICE/LOADING
LAWN
HUB / PODIUM
ARRIVAL
GREEN BUFFER
TERRACE
ESPLANADE
ESPLANADE
GREEN BUFFER
SHADE STRUCTURE
SHADE STRUCTURE
BAR/GRILL
DUNES
DUNES
DUNES
PATIO / COURTYARD
TERRACE
ENNTREE
DROP - OFF
TOWER 1
DROP - OFF
TOWER 2
WELCOME
ARRIVAL
1 1
1
1
1
1
1
1
1
1
SUN DECK
SUN DECK
SUN DECK
SUN DECK
SUN DECK
BEACH ACCESS
UP
DN
R
a
m
p
1
4
%
7
%
B
l
e
n
d
7%
B
l
e
n
d
R
a
m
p
1
4
%
7% Blend
DN
UP
DN
7%
B
l
e
n
d
7%
B
l
e
n
d
UP
DN
UP
Ramp 1:20 Slope
R
a
m
p
1
4
%
Ra
m
p
1
4
%
Ramp 8%DN
Ramp Lenght 193'- 4"
Ra
m
p
1
4
%
7%
b
l
e
n
d
Tower Setback
Ramp Beach Easement
1:20 Slope
SETBACK
Ramp length 139'-4"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
Level 1
ELEV. +15'-8"
Level 2
ELEV. +26'-0"
Grade
ELEV. +6'-0"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
Grade
ELEV. +6'-0"
Level 1
ELEV. +15'-8"
Chamfer
ELEV. +12'-0"
Level 1
ELEV. +15'-8"
Chamfer
ELEV. +12'-0"
Level 1
ELEV. +15'-8"
Chamfer
ELEV. +12'-0"ELEV. +7'-7"
ELEV. +8'-7"
ELEV. +9'-0"
ELEV. +8'-9"
ELEV. +8'-1"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
Grade
ELEV. +6'-0"
Level 1
ELEV. +15'-8"
Chamfer
ELEV. +12'-0"
Chamfer
ELEV. +12'-0"
Level 1
ELEV. +15'-8"
Grade
ELEV. +6'-0"
Chamfer
ELEV. +12'-0"
ELEV. +8'-7"
ELEV. +8'-1"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +14'-8"
Level 1
ELEV. +15'-8"
ELEV. -8'-7"
Level 1
ELEV. +15'-8"
CNCN
C
N
CNCN
C
N
C
N
C
N
CU
CU
CU
CU
CN CN CN CN
CN CN CN CN
CN
CN
CN CN
CU
CN
CN
CU
CU
CU
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CN
CU
CU
CU
CU
CU
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
DR
DR
CET
YA
YA
YA
YA
YA
CET
CU
CN
CN
CU
CU
YA YA
YA
YA
YA
PM
PM
PM
PM
PM
PM
PM
PM
DR
CET
DR
CET
CET
CU
CU
CET
YA YA YA
YA
YA
YA
YA YAYAYA
CET
YA
YA
YA
YA
YA
YA
YA
YAYA
YA
PM
PM
25'20'15'
20'15'
20'20'
15'
CET
39
PM
6
CET
43
YA
4
YA
7
AW
11
CN
2
CU
1
CN
1
CN
3
CN
2
YA
2
1
PM
3
CU
1
CU
1
1
PM
3
YA
4
1
YA
4
CN
3
YA
2
CN
3
CU
1
CN
1
CU
1
1
CN
2
CN
1
DR
1
CU
2
N
4
CU
1
1
CN
2
CN
4
AW
1
AW
6 AW
2
CU
1
AW
1
CN
2
CU
1
CN
4 CN
1 CN
1
1
CU
1
1
CU
1
CET
1
CU
1
CN
1
CU
1
PM
1
PM
1
PM
4
PM
1
3
YA CET
CET
CET
CET
1
CET
CU
AW
12
AW
13DR
1
DR
1
DR
CN
1
CU
1
CU
5
PM
4
CET
1
FM
1,812
FM
3,723
FM
3,385
FM
1,578
FM
1,165
AG
815
AG
559
AG
492
AG
616
AG
1,208
YA
4
FM
1,638
AG
677
PM
1
PM
1
ARG
2,321
ARG
1,351
ARG
63
SM
175
SM
340
CR
487
CI
510
LR
261
CR
703
SR
243
SR
425
SR
540
CR
823
SR
345
SM
431
SM
120
ARG
2,507
CI
482
CR
683
FM
232
FOUND NAIL & DISK
LB3653 (3/24/15)
CHATEAU GROUP
FORTUNE INTERNATIONAL GROUP
WEST 8/ROSENBERG GARDNER DESIGN
VSN ENGINEERING
DESIMONE
JPG ENGINEERING GROUP
VARADERO
UNSTUDIO/TRACHTENBERG
ODP ARCHITECTS
L-3.000.00
WEST8 1/20"-1' 0"
W8
LANDSCAPE
PLANTING PLAN
W8
-
T
1
4
7
PRELIMINARY
11/04/2015
daterev.issuance id. & description
keyplan
1000 E Hallandale Beach Blvd.
Hallandale Beach, FL 33009 T +1 (954) 455 8788
1300 Brickell Avenue
Miami, FL 33131 T +1 (305) 351 1000
Date
Originator Scale
Drawn by
Number
Title
client
landscape architect
333 Hudson Street, Suite 905
New York, NY 10013
civil engineer
structural engineer
mechanical & electrical engineer
8550 W. Flagler St. #113
Miami, FL 33144
800 Brickell Ave. #600
Miami, FL 33131
3553 NW 79th Ave.
Miami, FL 33122
check
18801 Collins Avenue
Sunny Isles Beach, FL 33160
Project Name
Stadhouderskade 113,
PO box 75381, 1070 AJ Amsterdam T +31 (0)20 570 2040The Netherlands
design consultant
6310 NW 2nd Ave.
Miami, FL 33150 T +1 (786) 708 2474
GENERAL NOTES
architect of record
2432 Hollywood Blvd.
Hollywood, FL 33020
17670 NW 78TH Ave.
Hialeah, FL 33015 T +1 (305) 392-1016
T +1 (954) 518 0833
T +1 (305) 441 0755
T +1 (305) 436 9292
T +1 (305) 551 6267
T +1 (212) 285 0088
client
Jo
b
#
:
Jamie Maslyn Larson
FL. Landscape Architect Reg. No: LA 6667052
CET
PM
YA
DR
CU
CN
CHATEAU GROUP
FORTUNE INTERNATIONAL GROUP
WEST 8/ROSENBERG GARDNER DESIGN
VSN ENGINEERING
DESIMONE
JPG ENGINEERING GROUP
VARADERO
UNSTUDIO/TRACHTENBERG
ODP ARCHITECTS
L-3.100.00
WEST8 1/20"-1' 0"
W8
PLANTING
SCHEDULE
W8
-
T
1
4
7
PRELIMINARY
11/04/2015
daterev.issuance id. & description
keyplan
1000 E Hallandale Beach Blvd.
Hallandale Beach, FL 33009 T +1 (954) 455 8788
1300 Brickell Avenue
Miami, FL 33131 T +1 (305) 351 1000
Date
Originator Scale
Drawn by
Number
Title
client
landscape architect
333 Hudson Street, Suite 905
New York, NY 10013
civil engineer
structural engineer
mechanical & electrical engineer
8550 W. Flagler St. #113
Miami, FL 33144
800 Brickell Ave. #600
Miami, FL 33131
3553 NW 79th Ave.
Miami, FL 33122
check
18801 Collins Avenue
Sunny Isles Beach, FL 33160
Project Name
Stadhouderskade 113,
PO box 75381, 1070 AJ Amsterdam T +31 (0)20 570 2040The Netherlands
design consultant
6310 NW 2nd Ave.
Miami, FL 33150 T +1 (786) 708 2474
GENERAL NOTES
architect of record
2432 Hollywood Blvd.
Hollywood, FL 33020
17670 NW 78TH Ave.
Hialeah, FL 33015 T +1 (305) 392-1016
T +1 (954) 518 0833
T +1 (305) 441 0755
T +1 (305) 436 9292
T +1 (305) 551 6267
T +1 (212) 285 0088
client
Jo
b
#
:
Jamie Maslyn Larson
FL. Landscape Architect Reg. No: LA 6667052
KEY CODE QTY.COMMON NAME NATIVE DROUGHT SALTSPACINGHEIGHT
KEY CODE QTY.BOTANICAL NAMECOMMON NAME NATIVE DROUGHT SALTHEIGHT
Green Island Ficus FICUS "GREEN ISLAND"
MICROCARPA
18"
Perennial Peanut ARACHIS GLABRATA 6"
Bay Cedar SURIANA MARITIMA 3-5'
Australian Fan Palm 1-2'
Orange Bird-of-Paradise STRELITZIA REGINAE 3-5'
St. Augustine Grass STENOTAPHRUM
SECUNDATUM
SPREAD
SPREAD
18"
6"
2'
2-3'
3'
SPACING
SHRUBS AND GROUND COVERS SCHEDULE
2,860
3,765
TREES
TREE SCHEDULE
CODE QTY.BOTANICAL NAME COMMON NAME NATIVE DROUGHT SALTSPREADHEIGHT
AW 46 Acoelorrhaphe wrightii PAUROTIS PALM YES LOW HIGH10'-15'25'
CLEAR TRUNK
N/A
CN 37 Cocos nucifera COCONUT PALM 20'20-30'8'-18'HIGH
PM 30 Phoenix dactylifera MEDJOOL DATE PALM 18'22'18'HIGH
CU 18 Coccoloba uvifera SEA GRAPE 20'20'8'HIGH
YA 30 Yucca aloifolia 6'5'-20'VARIES
DR 4 Delonix Regia 15'20'-25'8'MODERATE
CET 82 Conocarpus erectus GREEN BUTTONWOOD 8'14'5'HIGH
ROYAL PONCIANA
ALOE YUCCA
YES
YES
YES
HIGH
HIGH
HIGH
HIGH
HIGH
MODERATE
HIGH
240
500
205
Cocoplum CHRYSOBALANUS ICACO 3-5'2-3'95
Pitch Apple CLUSIA ROSEA 3-5'3'300
Silver Saw Palmetto SERENOA REPENS 3-5'150
Sea Lavender ARGUSIA GNAPHALODES 3-5'710
Sea Oats UNIOLA PANICULATA 3-5'1-2'1350
4,973sf
32,792sf
NO
NO
NO
BOTANICAL NAME
LICUALA RAMSAYI
BEACH SAND
N/A
N/A
N/A
N/A
N/A
N/A
MODERATEMODERATE
2-3'
2-3'
24"
12"
NO
NO HIGH
MODERATE MODERATE
MODERATE
YES HIGH HIGH
MODERATE HIGHNO
NO HIGH MODERATE
HIGH HIGHYES
HIGH HIGHYES
HIGH HIGHYES
HIGH HIGHYES
HIGH HIGHYES
36"
36"
36"
36"
36"
36"
24"
24"
N/A
Mulch Spread 3" Thick in all shrub & groundcover bedsN/A --
---
--
FM
AG
SR
LR
SR
SS
UP
ARG
SR
CI
CR
SYMBOL
LUMINAIRE SCHEDULE
Qty Label Height Lumens LLF Description
40 A 15 ft 7000 0.850 SELUX OLG-R2-H070T6 (7261-70)
38 B 15 ft 3300 SELUX OLG-FW-H039T60.850
Label
NUMERIC SUMMARY
Cal Type Units Avg Max Min Avg/Min
Illuminance Fc 1.81 6.4 0.2
Illuminance Fc 1.69 0.0
Avg/Max
9.05
0.00
32.00
0.00
A
B 6.4
Custom design pole with
doble Olivio Candelabra Grande
(Model SX771 from Selux);
height 15ft; color temperature 3500 K;
distance aprox. 65-80 ft
Custom design pole with doble Olivio
Candelabra Medium
(Model SX AE6476 from Selux); height
12ft
color temperature 2500 K; distance
aprox. 50ft
LEGEND
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
Level 1
ELEV. +15'-8"
Level 2
ELEV. +26'-0"
Grade
ELEV. +6'-0"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
Grade
ELEV. +6'-0"
Grade
ELEV. +6'-0"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
Chamfer
ELEV. +12'-0"
Level 1
ELEV. +15'-8"
Chamfer
ELEV. +12'-0"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
Grade
ELEV. +6'-0"
Chamfer
ELEV. +12'-0"ELEV. +7'-7"
ELEV. +8'-7"
ELEV. +9'-0"
ELEV. +8'-9"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
ELEV. +14'-8"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
Chamfer
ELEV. +12'-0"
Chamfer
ELEV. +12'-0"
Level 1
ELEV. +15'-8"
Grade
ELEV. +6'-0"
ELEV. +8'-1"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
Level 1
ELEV. -8'-7"
Level 1
ELEV. +15'-8"
C
O
L
L
I
N
S
A
V
E
N
U
E
4.3
'
BU
I
L
D
I
N
G
SO
U
T
H
4.0
'
BU
I
L
D
I
N
G
SO
U
T
H
4.0
'
WA
L
L
NO
R
T
H
4.1
'
BU
L
K
H
E
A
D
NO
R
T
H
5.7
'
WA
L
L
NO
R
T
H
4.0
'
FE
N
C
E
NO
R
T
H
2.0
'
WA
L
L
NO
R
T
H
1.0
'
FE
N
C
E
NO
R
T
H
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
351.7'
MARERAS
25'- 0"
50'- 0"
25'- 0"
DADE COUNTY BULKHEAD LINE
PLAT BOOK 74 PAGE 1
Tower Setback50' Porte Cochere
46'-0" OFFSET
FROM ECL LINE
TO
W
E
R
S
E
T
B
A
C
K
PO
D
I
U
M
S
E
T
B
A
C
K
LI
M
I
T
O
F
W
O
R
K
CO
S
T
A
L
C
O
N
S
T
R
U
C
T
I
O
N
C
O
N
T
R
O
L
L
I
N
E
(
C
C
C
L
)
DA
D
E
C
O
U
N
T
Y
B
U
L
K
H
E
A
D
L
I
N
E
LIMIT OF WORK
LI
M
I
T
O
F
W
O
R
K
DA
D
E
C
O
U
N
T
Y
B
U
L
K
H
E
A
D
L
I
N
E
46
'
-
0
"
O
F
F
D
S
E
T
F
R
O
M
E
C
L
L
I
N
E
FL
O
O
D
Z
O
N
E
X
FL
O
O
D
Z
O
N
E
A
E
(E
L
8
)
(
N
.
G
.
V
.
D
1
9
2
9
)
FLOOD ZONE X FLOOD ZONE AE
(EL 8) (N.G.V.D. 1929)
FLOOD ZONE VE
(EL 10) (N.G.V.D. 1929)
PHASE 1 LINE
allowing 300' with for
phase1
SETBACK
ER
O
S
I
O
N
C
O
N
T
R
O
L
L
I
N
E
EROSION CONTROL
LINE
OUTDOOR DINNING
KIDS POOL
SUN DECK
SUN DECK
MAIN POOL
EVENTS FLEXIBLE SPACE
RESIDENTIAL POOL
HAMMOCK
VANTAGE
WELCOME
RESIDENTIAL POOL
HAMMOCK
TERRACE
PIAZZA
PEDESTRIAN
SERVICE/LOADING
LAWN
HUB / PODIUM
ARRIVAL
SUN DECK
GREEN BUFFER
TERRACE
ESPLANADE
ESPLANADE
GREEN BUFFER
SHADE STRUCTURE
SHADE STRUCTURE
BAR/GRILL
DUNES
DUNES
DUNES
TERRACE
ENNTREE
DROP - OFF
TOWER 1
DROP - OFF
TOWER 2
WELCOME
ARRIVAL
1 1
1
1
1
1
1
1
1
1
SUN DECK
SUN DECK
SUN DECK
PATIO / COUTYARD
BEACH ACCESS
PRIVATE ACCESS
FOUND NAIL & DISK
LB3653 (3/24/15)
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
Level 1
ELEV. +15'-8"
Level 2
ELEV. +26'-0"
Grade
ELEV. +6'-0"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
Grade
ELEV. +6'-0"
Grade
ELEV. +6'-0"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
Chamfer
ELEV. +12'-0"
Level 1
ELEV. +15'-8"
Chamfer
ELEV. +12'-0"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
Grade
ELEV. +6'-0"
Chamfer
ELEV. +12'-0"ELEV. +7'-7"
ELEV. +8'-7"
ELEV. +9'-0"
ELEV. +8'-9"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
ELEV. +14'-8"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
Level 2
ELEV. +26'-0"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
Chamfer
ELEV. +12'-0"
Chamfer
ELEV. +12'-0"
Level 1
ELEV. +15'-8"
Grade
ELEV. +6'-0"
ELEV. +8'-1"
Level 1
ELEV. +15'-8"
Level 1
ELEV. +15'-8"
Level 1
ELEV. -8'-7"
Level 1
ELEV. +15'-8"
C
O
L
L
I
N
S
A
V
E
N
U
E
4.3
'
BU
I
L
D
I
N
G
SO
U
T
H
4.0
'
BU
I
L
D
I
N
G
SO
U
T
H
4.0
'
WA
L
L
NO
R
T
H
4.1
'
BU
L
K
H
E
A
D
NO
R
T
H
5.7
'
WA
L
L
NO
R
T
H
4.0
'
FE
N
C
E
NO
R
T
H
2.0
'
WA
L
L
NO
R
T
H
1.0
'
FE
N
C
E
NO
R
T
H
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
351.7'
MARERAS
25'- 0"
50'- 0"
25'- 0"
DADE COUNTY BULKHEAD LINE
PLAT BOOK 74 PAGE 1
Tower Setback50' Porte Cochere
46'-0" OFFSET
FROM ECL LINE
TO
W
E
R
S
E
T
B
A
C
K
PO
D
I
U
M
S
E
T
B
A
C
K
LI
M
I
T
O
F
W
O
R
K
CO
S
T
A
L
C
O
N
S
T
R
U
C
T
I
O
N
C
O
N
T
R
O
L
L
I
N
E
(
C
C
C
L
)
DA
D
E
C
O
U
N
T
Y
B
U
L
K
H
E
A
D
L
I
N
E
LIMIT OF WORK
LI
M
I
T
O
F
W
O
R
K
DA
D
E
C
O
U
N
T
Y
B
U
L
K
H
E
A
D
L
I
N
E
46
'
-
0
"
O
F
F
D
S
E
T
F
R
O
M
E
C
L
L
I
N
E
FL
O
O
D
Z
O
N
E
X
FL
O
O
D
Z
O
N
E
A
E
(E
L
8
)
(
N
.
G
.
V
.
D
1
9
2
9
)
FLOOD ZONE X FLOOD ZONE AE
(EL 8) (N.G.V.D. 1929)
FLOOD ZONE VE
(EL 10) (N.G.V.D. 1929)
PHASE 1 LINE
allowing 300' with for
phase1
SETBACK
ER
O
S
I
O
N
C
O
N
T
R
O
L
L
I
N
E
EROSION CONTROL
LINE
OUTDOOR DINNING
KIDS POOL
SUN DECK
SUN DECK
MAIN POOL
EVENTS FLEXIBLE SPACE
RESIDENTIAL POOL
HAMMOCK
VANTAGE
WELCOME
RESIDENTIAL POOL
HAMMOCK
TERRACE
PIAZZA
PEDESTRIAN
SERVICE/LOADING
LAWN
HUB / PODIUM
ARRIVAL
SUN DECK
GREEN BUFFER
TERRACE
ESPLANADE
ESPLANADE
GREEN BUFFER
SHADE STRUCTURE
SHADE STRUCTURE
BAR/GRILL
DUNES
DUNES
DUNES
TERRACE
ENNTREE
DROP - OFF
TOWER 1
DROP - OFF
TOWER 2
WELCOME
ARRIVAL
1 1
1
1
1
1
1
1
1
1
SUN DECK
SUN DECK
SUN DECK
PATIO / COUTYARD
BEACH ACCESS
PRIVATE ACCESS
FOUND NAIL & DISK
LB3653 (3/24/15)
CHATEAU GROUP
FORTUNE INTERNATIONAL GROUP
WEST 8/ROSENBERG GARDNER DESIGN
VSN ENGINEERING
DESIMONE
JPG ENGINEERING GROUP
VARADERO
UNSTUDIO/TRACHTENBERG
ODP ARCHITECTS
L-4.000.00
WEST8 1/20"-1' 0"
W8
SITE
LIGHTING PLAN
W8
-
T
1
4
7
PRELIMINARY
11/04/2015
daterev.issuance id. & description
keyplan
1000 E Hallandale Beach Blvd.
Hallandale Beach, FL 33009 T +1 (954) 455 8788
1300 Brickell Avenue
Miami, FL 33131 T +1 (305) 351 1000
Date
Originator Scale
Drawn by
Number
Title
client
landscape architect
333 Hudson Street, Suite 905
New York, NY 10013
civil engineer
structural engineer
mechanical & electrical engineer
8550 W. Flagler St. #113
Miami, FL 33144
800 Brickell Ave. #600
Miami, FL 33131
3553 NW 79th Ave.
Miami, FL 33122
check
18801 Collins Avenue
Sunny Isles Beach, FL 33160
Project Name
Stadhouderskade 113,
PO box 75381, 1070 AJ Amsterdam T +31 (0)20 570 2040The Netherlands
design consultant
6310 NW 2nd Ave.
Miami, FL 33150 T +1 (786) 708 2474
GENERAL NOTES
architect of record
2432 Hollywood Blvd.
Hollywood, FL 33020
17670 NW 78TH Ave.
Hialeah, FL 33015 T +1 (305) 392-1016
T +1 (954) 518 0833
T +1 (305) 441 0755
T +1 (305) 436 9292
T +1 (305) 551 6267
T +1 (212) 285 0088
client
Jo
b
#
:
Jamie Maslyn Larson
FL. Landscape Architect Reg. No: LA 6667052
A
A
Ø5
14
4
14
4
24
ENSAMBLAJE DE ELEMENTOS
Ø2
53
18
12
7
METAL LIGHT POSTSIDEELEVATIONFRONT ELEVATION
ma
x
.
4
0
°
OLIVIO CANDELABRA medium
·model: SX 773 (simple fixture)
·light: HIT 150W
·reflector: asymmetric road
·color: Selux Corporation Silver 338/90310
·amount: --
METAL FOOT
(follow Selux specifications
for detailed dimensions)
12
5
10
10
3
CASTED PIECE FOR
BASE PROTECTION
(follow Selux specifications
for detailed dimensions)
SELUX CANDELABRA
OLIVIO GRANDE
(MODEL SX773)
METAL LIGHT POLE
CASTED PROTECTION PIECE OF THE BASE
CONCRETE FOUNDATION
CORRUGATED STEEL REINFORCEMENT
METALLIC BASE
3" MULCH LAYER; DO NOT PLACE MULCH IN
CONTACT WITH TRUNK FLARE
WIRE TO NEXT LIGHT POLE
TOP VIEW
A
ma
x
.
4
0
°
METAL LIGHT POST
Ø5
Ø2
18
9
18
9
24
OLIVIO CANDELABRA GRANDE
·model: SX 771 (double fixture)
·light: HIT 150W
·reflector: asymmetric road
·color: Selux Corporation Silver 338/90310
·amount: --
METAL FOOT
(follow Selux specifications
for detailed dimensions)
SIDE ELEVATION FRONT ELEVATION
ASSEMBLY OF THE ELEMENTS
53
18
12
7
12
5
10
10
3
CASTED PIECE FOR
BASE PROTECTION
(follow Selux specifications
for detailed dimensions)
120°
TOP VIEW
CASTED PROTECTION PIECE OF THE BASE
CONCRETE FOUNDATION
CORRUGATED STEEL REINFORCEMENT
METALLIC BASE
SELUX CANDELABRA
OLIVIO GRANDE
(MODEL SX771)
METAL LIGHT POLE
3" MULCH LAYER; DO NOT PLACE MULCH IN
CONTACT WITH TRUNK FLARE
WIRE TO NEXT LIGHT POLE
CHATEAU GROUP
FORTUNE INTERNATIONAL GROUP
WEST 8/ROSENBERG GARDNER DESIGN
VSN ENGINEERING
DESIMONE
JPG ENGINEERING GROUP
VARADERO
UNSTUDIO/TRACHTENBERG
ODP ARCHITECTS
L-4.100.00
WEST8 1/2''=1'0''
W8
TYPICAL DETIAL
LIGHTING FIXTURE
W8
-
T
1
4
7
PRELIMINARY
11/04/2015
daterev.issuance id. & description
keyplan
1000 E Hallandale Beach Blvd.
Hallandale Beach, FL 33009 T +1 (954) 455 8788
1300 Brickell Avenue
Miami, FL 33131 T +1 (305) 351 1000
Date
Originator Scale
Drawn by
Number
Title
client
landscape architect
333 Hudson Street, Suite 905
New York, NY 10013
civil engineer
structural engineer
mechanical & electrical engineer
8550 W. Flagler St. #113
Miami, FL 33144
800 Brickell Ave. #600
Miami, FL 33131
3553 NW 79th Ave.
Miami, FL 33122
check
18801 Collins Avenue
Sunny Isles Beach, FL 33160
Project Name
Stadhouderskade 113,
PO box 75381, 1070 AJ Amsterdam T +31 (0)20 570 2040The Netherlands
design consultant
6310 NW 2nd Ave.
Miami, FL 33150 T +1 (786) 708 2474
GENERAL NOTES
architect of record
2432 Hollywood Blvd.
Hollywood, FL 33020
17670 NW 78TH Ave.
Hialeah, FL 33015 T +1 (305) 392-1016
T +1 (954) 518 0833
T +1 (305) 441 0755
T +1 (305) 436 9292
T +1 (305) 551 6267
T +1 (212) 285 0088
client
Jo
b
#
:
Jamie Maslyn Larson
FL. Landscape Architect Reg. No: LA 6667052
1 OLIVIO CANDELABRA GRANDE, DOBLE FIXTURE
1/2''=1'0''
2 OLIVIO CANDELABRA MEDIUM, SIMPLE FIXTURE
1/2''=1'0''
SPECIFICATIONS
1.Housing -Pressure die-cast aluminum two-piece, single captiveset screw for easy access.
2.Gasketing -Silicone gasket between fixture housing and lens base provide IP67 level
ingress protection.
3.Lens -Tempered clear glass lens held by mechanical fasteners.Linear spread lens, color
filter glass,dichroic filters or honeycomb louver available as accessories.
4.Optics -Precision formed, high performance reflector, in highly specular or diffuse finishes.
Constructed of high purity aluminum with chemically brightened and anodized finish to
produce optimum reflectivity for specified distributions.
5.Lamping -As indicated. Selux provided lamps use brand name manufacturers.
6.Socket -2-pin G12 base 5kV ceramic/PPS lamp holder for T-6/T- 7.5 lamps; 2-pin G8.5
base, 5kV ceramic lamp holder for T-4/T-4.5 lamps.
7.Ballasting -Electronic, low THD, high power factor ballast for HID lamps.
8.Arm -45 degree curved aluminum Fixture head joint provides tilt-swivel range from 0°
to 175°, as well as 360° rotation. Locks down with set screws.
9.Pole Fitter -Cast aluminum mounting arms include tenon that is inserted into a 2.0" I.D.
pole and locked into place with set screws.
Exterior Luminaire Finish -Selux utilizes a high quality Polyester Powder Coating. All Selux
luminaires and poles are finished in our Tiger Drylac certified facility and undergo a five stage
intensive pretreatment process where product is thoroughly cleaned, phosphated and sealed.
Selux powder coated products provide excellent salt and humidity resistance as well as ultra
violet resistance for color retention. All products are tested in accordance with test
specifications for oatings from ASTM and PCI. Standard exterior colors are White Black (BK),
Bronze (BZ), and Silver (SV). Selux premium colors are available, please specify from your
Selux color selection Hot Dip Galvanized finish on all steel parts also available.
SPECIFICATIONS
1.Housing -Pressure die-cast aluminum two-piece, single captive set screw for easy
access.
2.Gasketing -Silicone gasket between fixture housing and lens base provide IP67 level
ingress protection.
3.Lens -Tempered clear glass lens held by mechanical fasteners. Linear spread lens, color
filter glass, dichroic filters or honeycomb louver available as accessories.
4.Optics -Precision formed, high performance reflector, in highly specular or diffuse finishes.
Constructed of high purity aluminum with chemically brightened and anodized finish to
produce optimum reflectivity for specified distributions.
5.Lamping -As indicated. Selux provided lamps use brand name manufacturers.
6.Socket - 2-pin G12 base 5kV ceramic/PPS lamp holder for T-6/T-7.5 lamps.
7.Ballasting -Electronic, low THD, high power factor ballasts for 39 watt and 70 watt T6
lamps; or magnetic, high power factor, core and coil ballast for 150 watt T6 lamp.
8.Arm -45 degree curved aluminum Fixture head joint provides tilt-swivel range from 0°
to 175°, as well as 360° rotation. Locks down with set screws.
9.Pole Fitter -Cast aluminum mounting arms include tenon that is inserted into a 2.0" I.D.
pole and locked into place with set screws.
Exterior Luminaire Finish -Selux utilizes a high quality Polyester Powder Coating. All Selux
luminaires and poles are finished in our Tiger Drylac certified facility and undergo a five stage
intensive pretreatment process where product is thoroughly cleaned, phosphated and Selux
powder coated products provide excellent salt and humidity resistance as well as ultra violet
resistance for color retention. All products are tested in accordance with test specifications for
coatings from ASTM and PCI. Standard exterior colors are White (WH), Black (BK), Bronze and
Silver (SV). Selux premium color (SP) are available, please specify from your Selux color
selection guide. Hot Dip Galvanized finish (GV) on all steel parts also available.
5'
DATE PALM TREE PER
PLANTING PLAN
3" DEPTH MULCH -
ENTIRE PLANTING BED
PRIOR TO PLANTING,
REMOVEPLANT FROM
CONTAINER AND GENTLY
COMB OUT ROOTS
CURB
ROAD
GRANITE CURBSTONE
ADJACENT WALK
COMPACTED
SUBGRADE, TYP.
36" MIN DEPTH
PLANTING SOIL
CRUSHED
AGGREGATE BASE
COURSE
SILVA CELLS, TYP.
CL
HARDWOOD TREE PER
PLANS -SET PLUMB
DUCKBILL ANCHOR SYSTEM ON
GRADE OR APPROVED EQUAL
SECTION
3" MULCH LAYER; DO NOT PLACE
MULCH IN CONTACT WITH TRUNK FLARE
COMPACTED MOUND
COMPACTED MOUND
COMPACTED SUBGRADE, TYP.
1'
SODDED LAWN
MIN. 4" 90% ORTONA SAND
AND 10% EVERGLADES MUCK
MIN. 8" ORTONA
SAND TOPSOIL
MIN. 24" PLANTING
SOIL
3" DEPTH MULCH - ENTIRE
PLANTING BED
PRIOR TO PLANTING, REMOVE
PLANT FROM CONTAINER AND
GENTLY COMB OUT ROOTS
FINISH GRADE
PLANTING SOIL - SEE
SOILS PLAN FOR
PLANTING SOIL DEPTH
COMPACTED
SUB-GRADE
2X DIA ROOTBALL
NOTE:
REMOVE ALL WIRE AND PLASTIC TAGS OR
SYNTHETIC MATERIAL FROM TREE BRANCHES
AND TRUNK PRIOR TO PLANTING.
COMPACTED MOUND
COMPACTED SUBGRADE
ROOTBALL; IF BALLED AND BURLAPPED, CUT &
REMOVE BURLAP FROM TOP & SIDE OF
ROOTBALL
PRIOR TO PLANTING, UNWRAP OR DISTURB
ROOTBALL TO ENCOURAGE ROOT
DEVELOPMENT
PLANTING SOIL - SEE SOILS PLAN FOR
PLANTING SOIL DEPTH
HOLE TO BE DUG TO MINIMUM 2X DIAMETER
OF ROOTBALL
3" MULCH LAYER; DO NOT PLACE MULCH IN
CONTACT WITH TRUNK FLARE
TOP OF ROOTBALL TO BE FLUSH WITH FINISH
GRADE
SHRUB SHALL BE SET PLUMB
PRUNE ANY BROKEN OR DAMAGED BRANCHES
CL
DATE PALM TREE PER
PLANS -SET PLUMB
DUCKBILL ANCHOR SYSTEM ON
GRADE OR APPROVED EQUAL
SECTION
3" MULCH LAYER; DO NOT PLACE
MULCH IN CONTACT WITH TRUNK FLARE
COMPACTED MOUND
COMPACTED MOUND
COMPACTED SUBGRADE, TYP.
12-18" BFG
PALM TREE PER PLANS-SET PLUMB
PATENTED OASIS PALM TREE ANCHORING SYSTEMS
US638974381 WITH 3-4 LOOPS AND 1" TO 2" CAM OR
RATCHET BUCKLES IN NUETRAL COLORS
(3) 1/8"-1/4" CABLE CLAMPS OR SLEEVES
PER CABLE, DEPENDING ON CABLE SIZE
1/8"-1/4" CABLE, 13'-18' LONG
WITH CUSTOM LENGTHS UPON REQUEST -
ATTACHED AT WELDED EYE
2' TO 4' LENGTH W/
1
2"-3
4" SHAFT EARTH AUGER C/W 4-6" HELIX SCREW
SECTION
PLAN
ROOTBALL
GROWING MEDIUM
ASSEMBLY COMPONENTS - SEE
ABOVE SECTION
TREE PIT
NOTE: HARDWARE SIZES ON DETAILS CAN BE SPECIFIED
BASED ON THE SIZE OF PLANTS MATERIALS AND SPECIFIC
LOAD REQUIREMENTS.
ALL PARTS ARE SUPERIOR QUALITY MULTI-PART SYSTEMS
WHICH INCLUDE EVERYTHING FOR THE SECURE ANCHORING
OF LARGE PALMS TREES. THE BELT WHICH GOES AROUND
THE TREE IS HIGH-STRENGTH WEBBING WITH A RACHET OR
QUICK-LOCK CAM BUCKLE. ATTACHED ARE THREE TO FOUR
LOOPS WITH D-RINGS ON THE BELTS DEPENDING ON THE
KIT SIZE WITH CABLES, TURNBUCKLES AND DUCKBILL
ANCHORS.
THE CONTRACTOR SHALL COORDINATE WITH ANCHORING SYSTEM
MANUFACTURER TO PURSUE FEASIBILITY OF USE OF BIO-DEGRADABLE
STRAPPING AROUND ROOTBALL SYSTEM.THESE STRAPS SHALL MEET OR
EXCEED THE SAME STRINGENT STRUCTURAL REQUIREMENTS AS STANDARD
STRAPS.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR NEW
BIO-DEGRADABLE STRAPPING TO LANDSCAPE ARCHITECT FOR APPROVAL
BEFORE USE.
ALL COMPACTED LIMEROCK ROAD BASE MUST BE REMOVED FROM ALL
LANDSCAPE AREAS
3" MULCH LAYER; DO NOT PLACE MULCH IN CONTACT WITH
TRUNK FLARE
CHATEAU GROUP
FORTUNE INTERNATIONAL GROUP
WEST 8/ROSENBERG GARDNER DESIGN
VSN ENGINEERING
DESIMONE
JPG ENGINEERING GROUP
VARADERO
UNSTUDIO/TRACHTENBERG
ODP ARCHITECTS
L-5.000.00
WEST8 N/A
W8
DETIAL
TYPICAL PLANTING
W8
-
T
1
4
7
PRELIMINARY
11/04/2015
daterev.issuance id. & description
keyplan
1000 E Hallandale Beach Blvd.
Hallandale Beach, FL 33009 T +1 (954) 455 8788
1300 Brickell Avenue
Miami, FL 33131 T +1 (305) 351 1000
Date
Originator Scale
Drawn by
Number
Title
client
landscape architect
333 Hudson Street, Suite 905
New York, NY 10013
civil engineer
structural engineer
mechanical & electrical engineer
8550 W. Flagler St. #113
Miami, FL 33144
800 Brickell Ave. #600
Miami, FL 33131
3553 NW 79th Ave.
Miami, FL 33122
check
18801 Collins Avenue
Sunny Isles Beach, FL 33160
Project Name
Stadhouderskade 113,
PO box 75381, 1070 AJ Amsterdam T +31 (0)20 570 2040The Netherlands
design consultant
6310 NW 2nd Ave.
Miami, FL 33150 T +1 (786) 708 2474
GENERAL NOTES
architect of record
2432 Hollywood Blvd.
Hollywood, FL 33020
17670 NW 78TH Ave.
Hialeah, FL 33015 T +1 (305) 392-1016
T +1 (954) 518 0833
T +1 (305) 441 0755
T +1 (305) 436 9292
T +1 (305) 551 6267
T +1 (212) 285 0088
client
Jo
b
#
:
Jamie Maslyn Larson
FL. Landscape Architect Reg. No: LA 6667052
3 DATE PALM PLANTING AND ANCHORING, TYP ON GROUND
3/8" = 1'-0"
6 TROPICAL SHRUB PLANTING, TYP
1" = 1'-0"
5 GROUNDCOVER PLANTING, TYP
1" = 1'-0"
4 STREET TREE PLANTING, TYP
3/8" = 1'-0"
1 PLANTING AND ANCHORING, TYP ON STRUCTURE
3/8" = 1'-0"
7 SODDED LAWN, TYP
1" = 1'-0"
2 HARDWOOD PLANTING AND ANCHORING, TYP ON GROUND
3/8" = 1'-0"
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T
C
CONDOM � VS
18801 COLL I NS AVENUE
CITY OF SL' \Y ISLES BEACH 9 FLORIDA
OWNER:
LA PLAYA DE VARADERO I V
1300 BRICKELL AVENUE
MIAMI, FLORDA 33131
C 7
LEGAL DESCRIPTION:
Parcel 1:
All of LA PLAYA DE VARADERO IV CONDOMINIUM, A CONDOMINIUM, according to the Declaration of Condominium
thereof, together with an undivided interest in the common elements, filed September 6, 1995, in Official Records
Book 16908, at Page 1357, as amended from time to time, of the Public Records of Miami—Dade County, Florida.
Which, after the termination of the Condominium becomes effective, shall be described as:
Parcel 2:
All of Tract "I", less the South 216.66 feet as measured at right angles to the South line of said Tract "I", of
AMENDED PLAT NORTH BISCAYNE BEACH, according to the plat thereof, as recorded in Plat Book 44, at Page 42, of
the Public Records of Miami—Dade County, Florida.
And
The South 200 feet of Tract "H", as measured at right angles to the South line of said Tract "H", of AMENDED
PLAT NORTH BISCAYNE BEACH, according to the plat thereof, as recorded in Plat Book 44, at Page 42, of the
Public Records of Miami—Dade County, Florida.
Also described as:
The West X of the Southeast X of the Southwest X of the Northeast X less the North 1h of the West 112 feet
and less the East 12 feet of the South 300 feet and less the South 50 feet, in Section 10, Township 53 South
Range 41 East, lying and being in Miami—Dade County, Florida.
LOCATION SKETCH
NTS
ENGINEERS:
V.
S.
N.
ENG
INEERING, I NC.
'11-
C-2
SITE AND PAVING
ENGINEERS
Q
OVERALL GRADING
AND DRAINAGE PLAN
C-4
DRAINAGE PLAN
CO
C-5
DRAINAGE PLAN
27
GRADING PLAN
C-7
GRADING PLAN
!4
C-8
a
DETAILS
191 STREET
TRACT' 0'
SEDIMENT TANK
= o
i
C -i0
SEDIMENT TANK
AND DRAINAGE
Q
C -ii
SEDIMENT TANK
!4 9
OF
Q'
SEDIMENT TANK
AND DRAINAGE
15
C-13
V
!90th.
STREET
C-14
SEDIMENT TANK
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WELL NO 6 DETAILS
C -i5
SEDIMENT TANK
AND DRAINAGE
WELL NO 7 DETAILS
C-16
SEDIMENT TANK
15 TRACT 'P
WELL NO 8 DETAILS
30
CDS HYDRONOMIC
SEPARATOR DETAIL
3
SITE UTILITIES
A
C-19
!6 ^
PLAN
189th.
TEAR.
PLAN
22 i
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WATER DETAILS
Q
C-22
Q
0
1 = 3o
15
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Q
21
189th.
C-24
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STREET
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16 4 9 TRACT 'H'
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187th.
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13 41
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186th.
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!
4
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i
LOCATION SKETCH
NTS
ENGINEERS:
V.
S.
N.
ENG
INEERING, I NC.
CIVIL
C-2
SITE AND PAVING
ENGINEERS
8550 W. FLAGLER STREET, SUITE 113
MIAMI, FLORIDA 33144
TEL ( 305 ) 551-6267
FAX C 305 551-4542
LIST OF DRAWINGS:
C-0
COVER SHEET AND LOCATION MAP
C -i
SITE AND PAVING
PLAN
C-2
SITE AND PAVING
DETAILS
C-3
OVERALL GRADING
AND DRAINAGE PLAN
C-4
DRAINAGE PLAN
C-5
DRAINAGE PLAN
C-6
GRADING PLAN
C-7
GRADING PLAN
C-8
STORM DRAINAGE
DETAILS
C-9
SEDIMENT TANK
AND DRAINAGE
WELL NO i DETAILS
C -i0
SEDIMENT TANK
AND DRAINAGE
WELL NO 2 DETAILS
C -ii
SEDIMENT TANK
AND DRAINAGE
WELL NO 3 DETAILS
C-12
SEDIMENT TANK
AND DRAINAGE
WELL NO 4 DETAILS
C-13
SEDIMENT TANK
AND DRAINAGE
WELL NO 5 DETAILS
C-14
SEDIMENT TANK
AND DRAINAGE
WELL NO 6 DETAILS
C -i5
SEDIMENT TANK
AND DRAINAGE
WELL NO 7 DETAILS
C-16
SEDIMENT TANK
AND DRAINAGE
WELL NO 8 DETAILS
C-17
CDS HYDRONOMIC
SEPARATOR DETAIL
C-18
SITE UTILITIES
PLAN
C-19
SITE UTILITIES
PLAN
C-20
SITE UTILITIES
PLAN
C-21
WATER DETAILS
C-22
WATER DETAILS
C-23
WATER PROFILES
C-24
SEWER PROFILES
RODOLFO J. VARGAS
PE * 35648
CERTIFICATE OF AUTH *5529
dated: July 16, 2015
Cad Ref: 15004-40
C-0
TYPE "All
JOINT
P. T%p,:3 5' -0" [ TYP. )
ANEW SIDEWALK 4�� ON I N �4 PER FT.
I �� SLOPE
TYPE 11B" A -J EX I ST. S I DEWALK BACK OF
JOINT WALK LINE
TYPE " A" JO I NT
PLAN gFr:T I nN A- A
iia R �d R fT Iia R
pPREMOLDED EXPANSION
JOINT MATERIAL
TYPE "All TYPE "B" TYPE " C"
JOINT DETAILS
CONCRETE SIDEWALK
N. T. S.
BROOM FINISH
GUT1
EDGE OF PAVEM
TANDARD 6" CURB
NOSE DOWN TO
FINISH GRADE SURFACE AS SPECIFIED
TYPICAL ELEVATION
STANDARD CURB NOSING
N. T. S.
EXISTING PAVEMENT
AND BASE
PROPOSED
illMILLING AND 1 RESURFACING
SEE SHEET C -i FOR LIMITS OF WORK
COLLINS
EXISTING BASE
AVENUE
N. T. S.
DESIGN SPEED = 35 MPH
MILLING
MILL EXISTING ASPHALT PAVEMENT [1' AVG. DEPTH)
[3/4' BELOW LIP OF GUTTER AT LOW SIDE)
RESURFACING
TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C) 100 LBS/SY. PER i' LIFT)
ASPHALTIC CONCRETE FRICTION COURSE FC -9.5 [iiO LBS/SY RUBBER)
2" R
r- PAVERS
BASE
TYPE " D" CURB
N. T. S.
PROPOSED SIDEWALK
PROP
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6" 1' -6"
2'
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prod no
15004-01
scale
AS
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date
JULY 17,
2015
cad ref
15004-42
RODOLFO J. VARGAS
PE * 35648
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p li' II�0�0 A0 0�0 p. 00 N88053'431E474.18' PROPERTY I 2 0' Cad ref 15004-47
LIMITS OF
III I VEMATION
RODOLFO J. VARGAS
PE s 35648
drawing
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OVERALL GRADING AND DRAINAGE PLAN
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PRQP SEDIMENT TANK
AND DRAINAGE WELL NO 8
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PRQP SEDIMENT TANK
AND DRAINAGE WELL NO 8
PROPERTY LINE �_ ` �' -----
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NO 1 ° 30' 05' E 232. 79'
FOR DETAILS
SEE SHEET C-16
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[ROOF?
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FOR CONTINUATION
SEE PLUMBING DWGS
PROP SEDIMENT TANK
AND DRAINAGE WELL NO 7
FOR DETAILS
SEE SHEET C-15
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designed R. VARGAS
drawn N. SERRATE
checked L. SERRATE
approved R. VARGAS
prod no 15004-01
scale 1" = 20'
date OCT 20, 2015
cad ref 15004-44
ROD01-170 J. VARGAS
PE s 35648
drawing
20' 10'
0' 20'
Scale: 1" =
20'
C - 5
DRA
INAGE
PLAN
POLLUTION RETARDANT
CATCH BASIN OR MANHOLE
LEVELING COURSE SELECT FILL
g■ . 5' X VAR I E
6' oo� oo� ooc� ooc�
-A
BAFFLE
NO SLOTS OR
PERFORATIONS
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° MIN.........................................................'.'....................
cte
NON -SHRINK GROUT
ALL AROUND [TYP]clu En
BALLAST ROCK
8■ BOTTOM EL - [ - ] 5. 00 NGVD
o°cg,
SOLID PLATE
TOP OF BAFFI
2'-6" FRENCH DRAIN LENGTH
( SEE PLANS]
LONGITUDINAL SECTION
N. T. S.
BAFFLE DETAIL
SEE NOTE 2
DIAMETER
Z1_ OF PIPE
LTOFRENCH RAI
CORRUGATED
SKIMMER BAFFLE
PER FOOT INDEX NO 241
i
BRICK TO GRADE
BY CONTRACTOR
MAX. TWO COURSES
0 4 BARS @ 6'
0. C. E. 1'1. [MINIMUM)
K1.0
NOTE 3
PLATE TO BE WELDED
ON TOP OF BAFFLE
TO FRENCHIDRAIN
BRACKET DETAIL FOR ELEVATION--"
SEE PLANS
NOTES FOR P. R. CATCH BASIN
i) SKIMMER FOR FRENCH DRAIN
OUTLETS PER FDOT INDEX NO 241
23 1/2" GALVANIZED LAG BOLT IN LEAD SHIELD ( TYP. ]
31 WELD OR 2-i/2" THRU BOLTS (S. S. ].
41 GRATING SHALL BE OFFSET IF STRUCTURE IS USED
AS OVERFLOW.
51 MINIMUM SIZE OF CATCH BASIN PER SD 2.6 OR LARGER
ONE BAFFLE (420X4201, TWO BAFFLES (540X54'1 SQUARE
2'-6"
MIN
SEE BAFFLE DETAIL
U.S. FOUNDRY FRAME 6 GRATE
No. 4155 FOR CATCH BASINS
FRENCH DRAIN
e' 0
.°80
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8" PRECAST
CONC. STRUCTURE o 4 BARS @ 12'
/_0. C. E. W. [MINI MUM]
TO FRENCH DRAIN
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POLLUTION
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SEE NOTE i
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POLLUTION RETARDANT CATCH BASING DETAIL
N. T. S.
0 10-1' X in
GALV., STEEL OR
ALUM. WIRE MESH.
(OVER PIPE END]
-PERFORATED 15" HDPE
INV EL - 4.00 NGVD
[ SEE NOTE 21
WODEN PLASTIC
FILTER FABRIC
1' -0 0
is i OR
STEEPER
WODEN PLASTIC
FILTER FABRIC
8' -09
01
SELECT BACKFILL
LT�30 ROOFING FELT
PEA ROCK
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N. COV
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SEE GRADING PLANS
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( SEE NOTE 21 PERFORATED i5' HDPE
INV EL = 4. 00 NGVD
(SEE NOTE 23
FILTER FABRIC -
�BOTTOM EL a (-) 5. 00 NGVD
FILTER "X" OR APPROVED EQUAL.
EXTENDED FILTER FABRIC
TO BOTTOM OF TRENCH.
FINISHED GRADE
SEE GRADING PLANS
is i OR STEEPER
0 10- i" X in
GALV., STEEL OR
ALUM. WIRE MESH.
(OVER PIPE END]
FILTER FABRIC
ALTERNATE CROSS-SECTION DETAIL TRANSVERSE SECTION DETAIL
FOR SANDY SOIL CONDITION N. T. S.
N. T. S.
FRENCH DRAIN DETA I L
NOTE:
FRENCH DRAIN SHOWN TO BE USED FOR
GARAGE AREAS ONLY
FRENCH DRAIN WITHOUT 2' SAND BE
TO BE USED FOR OTHER CONDITIONS
DRAINAGE NOTES:
i. These plans have been prepared with the best information available
to the Engineer. Contractor must verify all existing
underground utilities prior to beginning of construction. If any
discrepancies are encountered to the extent that a 'field revi-
sion" is required, Engineer must be notified immediately.
2. It Is the responsibility of the Contractor to protect all existing
improvements during construction. If any damage occurs as a result
of the construction activities, Contractor shall restore such
improvements to identical line, grade, esthetical and structural
conditions as they were prior to beginning of construction.
3. All elevations refer to National Geodetic Vertical Datum (N. G. V. D. ],
1929.
4. Dade County Flood Criteria for this project Is 5.00 [ N. G. V. D. ]
5. October High Water Elevation i s 2.00 (N. G. V. D. ] .
6. All proposed elevations are to edge of pavement or driveway center
I i ne.
7. All French Drain perforated pipe shall be 15' diameter and shall have a
minimum Invert elevation of 4.00 ( N. G. V. D. ] . (Unless otherwise noted).
8. French Drain bottom elevation sha I I be (-) 5.00 (N. G. V. D. ] .
9. The following items shall be constructed in accordance with
the referenced details from the Dade County Public Works
Manual:
a. French Drain ....................... S. D. i. i
b. Catch Basin ........ ........ S. D. 2. 6
c. Catch Basin Frame and Grate........ S. D. 2. 3
d. 2' Valley Gutter ................... R. 14. 6
e. P-6 Inlet .......................SD 3.4
f. Swale Inlet........................SD 3.1
10. Contractor must observe extreme care to prevent debris, silts
and fines from entering French Drain. Inlet Grates shall
remain covered with filter fabric during construction until
the system is ready to enter in operation.
ii. Contractor to verify soil conditions at site. If muck is
encountered, contractor shall demuck area and fill to grade
with minimum 913% density.
12. All areas not paved must be sodded.
13. All work to be done in accordance with Miami -Dade County Public Works
Standard Details and Specifications.
14. All topographic and survey information Is based on Sketches of Survey
prepared by Fortin, Leavy, Skyles Land Surveyors.
15. Pipe requirements:
French drain pipes shall be ADS Corrugated Polyethylene [Perforated).
All other pipes shall be ADS N-12 Polyethylene Non -Perforated. [or
approved equal].
16. Contractor shall provide a Paving and Drainage 'AS -BUILT PLAN'
certified by a Professional Registered Land Surveyor in the State
of Florida reflecting all the features of the Stormwater System
and should include, exlstin pavement and swale area grades, catch basin
rim and invert elevations, french drain length and bottom elevation, etc.
17. a. Drainage Trenches to be ZURN Z-882 6' or 12' Perma-Trench as per ZURN
FLO-DRAIN COMPANY (813) 754-7i48 or approved equal.
b. Trench Drains shall be capable of conveying a minimum flow of 1,709 gpm
at the last down stream section.
c. Contractor shall submit Shop Drawings and documentation for review and
approval prior to ordering and shall strictly follow manufacture's
Specifications and Installation Instructions.
d. Contractor to install Class E Grates Type Z -882 -HDP, heel proof, capable
of supporting H-20 loading.
NOTE:
i. FRENCH DRAIN TO BE IN ACCORDANCE WITH
DADE COUNTY STANDARD DETAILS SD-i.i
LATEST REVISION MARCH 12, 1992.
2. WOVEN PLASTIC FILTER FABRIC [AT EACH SIDE,
TOP AND BOTTOM] SHALL BE USED IN SANDY OR
FILLED AREAS.
3. WASH DOWN THE BALLAST ROCK WITH CLEAN WATER
AFTER ROCK HAS BEEN PLACED TO THE PROPER
ELEVATION TO ALLOW FOR INITIAL SETTLEMENT THAT
MAY OCCUR. ADD ADDITIONAL BALLAST ROCK TO RESTORE
ROCK TO THE PROPER ELEVATION IN ACCORDANCE WITH
THE DETAILS.
4. FOR PERFORATED CMP PIPE JOINT ARE TO BE BANDED,
BUT NOT GASKETED.
5. FOR BAFFLE DETAILS SEE THIS SHEET
STORM DRAINAGE DETAILS
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no idateirevision/issue
designed L. SERRATE
drawn N. SERRATE
checked L. SERRATE
approved R. VARGAS
prod no 15004-01
scale AS SHOWN
date JULY 16, 2015
cad ref 15004-48
RODOLFO J. VARGAS
PE * 35648
drawing
C - 6
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designed L. SERRATE
drawn N. SERRATE
checked L. SERRATE
approved R. VARGAS
prod no 15004-01
scale AS SHOWN
date JULY 16, 2015
cad ref 15004-48
RODOLFO J. VARGAS
PE * 35648
drawing
C - 6
12" HDPE
FROM CDS 1
4" ALL
4" ALL AROUND
I
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PLAN VIEW
N. T. S.
LAI'
BOLTED WATER TIGHT MANHOLE
RING AND COVERS
PER USF 655-U-BWT
BOLTED TO TOP SLAB
USF BOLTED WATERTIGHT
RIM AND COVER 655-U-BWT
RIM EL = 5.50 (NGVD)
SLAB EL = 5.00 (NGVD)
/-4
1x 5 BARS @ 12" VERT 30" °
HDPE (ROOF)f��2
EL = 2.00 [ NGVD)# 4 @ 12" C. C.
3E FROM CDS o 1 EACH WAY
2.00 (NGVD)
A `
HDPE INTERCONNECT
BARS @ 6" HOR I Z--`
12" UF- # 57 STONE
CENTER OF MANHOLE OPENINGS
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#4 @ 12" E. W.
8" 6, -811
PAVER CONTRACTOR TO PROVIDE
A REMOVABLE BRICK PAN OVER
ALL MANHOLE COVERS
PROPOSED PAVERS
—F I N EL = 6. 00 NGVD
PROPOSED PAVERS
7 BARS @ 6" C. C. E. W. #7 BARS @ 6" C. C. E. W.
TOP SLAB EL = 5.00 [ NGVD 1
u u
30" #5 BARS
@ 12" VERT
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INV EL = 2. 00 ( NGVD)
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111111-24" DIAMETER
DRAINAGE WELL
TOP EL = 2.00 [NGVD )
BOTTOM EL= (-1 2.50 (NGVD)
12" HDPE (ROOF)
12" HDPE FROM CDS #1
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# 7 BAR @ 6" HOR I Z—/ g
12" HDPE ( FROM VENT)
INV EL = 2.00 [ NGVD)
12" OF # 57 STONE
CONTRACTOR TO PROVIDE
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[ TYP I CAL)
TYPICAL OPENING REINFORCING DETAIL
N. T. S.
# 7 BARS @ 6"
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ALL AROUND
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N. T. S.
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NOTES:
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3. NO INFLUENT PIPES SHALL BE CONNECTED TO WELL CHAMBER.
4. PROVIDE SHOP DRAWINGS OF SEDIMENT TANK FOR APPROVAL BEFORE
FABRICATION. THIS SHALL INCLUDE MANHOLE FRAME AND COVER.
5. PRECAST OPTION IS ACCEPTABLE. CONTRACTOR MUST SUBMIT SHOP
DRAWINGS SIGNED AND SEALED BY A STRUCTURAL ENGINEER TO
PROJECT MANAGER FOR APPROVAL BY ENGINEER.
6. SEDIMENT TANK SHALL BE DESIGNED TO WITHSTAND H-20 LOADING.
7. CONTRACTOR SHALL PROVIDE DOCUMENTATION FROM THE WELL DRILLER
INSURING THAT THE DISPOSAL WELL ATTAINED A MINIMUM DISCHARGE
CAPAC I TY OF 2, 000 GPM AT 4. 00 FEET OF HEAD ( M I N I MUM) . I F THESE
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BE NOTIFIED IMMEDIATELY.
8. CONTRACTOR SHALL MAINTAIN SEDIMENT TANK CLEAN OF ANY DEBRIS
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FINAL INSPECTION OF THE SEDIMENT TANK AND DRAINAGE WELL
PRIOR TO ACCEPTANCE.
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NOTES:
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2. STEEL TO BE NEW BARS IN ACCORDANCE WITH ASTM A-615, GRADE 60.
3. NO INFLUENT PIPES SHALL BE CONNECTED TO WELL CHAMBER.
4. PROVIDE SHOP DRAWINGS OF SEDIMENT TANK FOR APPROVAL BEFORE
FABRICATION. THIS SHALL INCLUDE MANHOLE FRAME AND COVER.
5. PRECAST OPTION IS ACCEPTABLE. CONTRACTOR MUST SUBMIT SHOP
DRAWINGS SIGNED AND SEALED BY A STRUCTURAL ENGINEER TO
PROJECT MANAGER FOR APPROVAL BY ENGINEER.
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7. CONTRACTOR SHALL PROVIDE DOCUMENTATION FROM THE WELL DRILLER
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WELL DISCHARGE CAPACITIES ARE NOT OTBAINED, THE ENGINEER MUST
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8. CONTRACTOR SHALL MAINTAIN SEDIMENT TANK CLEAN OF ANY DEBRIS
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FINAL INSPECTION OF THE SEDIMENT TANK AND DRAINAGE WELL
PRIOR TO ACCEPTANCE.
9. PROPOSED DRAINAGE WELLS ARE NOT INTENDED TO BE USED FOR
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RODOLFO J. VARGAS
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drawing
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PLAN VIEW
N. T. S.
USF BOLTED WATERTIGHT
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4. PROVIDE SHOP DRAWINGS OF SEDIMENT TANK FOR APPROVAL BEFORE
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FINAL INSPECTION OF THE SEDIMENT TANK AND DRAINAGE WELL
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date JULY 16, 2015
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PE # 35648
drawing
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NOTES:
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2. STEEL TO BE NEW BARS IN ACCORDANCE WITH ASTM A-615, GRADE 60.
3. NO INFLUENT PIPES SHALL BE CONNECTED TO WELL CHAMBER.
4. PROVIDE SHOP DRAWINGS OF SEDIMENT TANK FOR APPROVAL BEFORE
FABRICATION. THIS SHALL INCLUDE MANHOLE FRAME AND COVER.
5. PRECAST OPTION IS ACCEPTABLE. CONTRACTOR MUST SUBMIT SHOP
DRAWINGS SIGNED AND SEALED BY A STRUCTURAL ENGINEER TO
PROJECT MANAGER FOR APPROVAL BY ENGINEER.
6. SEDIMENT TANK SHALL BE DESIGNED TO WITHSTAND H-20 LOADING.
7. CONTRACTOR SHALL PROVIDE DOCUMENTATION FROM THE WELL DRILLER
INSURING THAT THE DISPOSAL WELL ATTAINED A MINIMUM DISCHARGE
CAPAC I TY OF 2, 000 GPM AT 4. 00 FEET OF HEAD [ M I N I MUM) . I F THESE
WELL DISCHARGE CAPACITIES ARE NOT OTBAINED, THE ENGINEER MUST
BE NOTIFIED IMMEDIATELY.
B. CONTRACTOR SHALL MAINTAIN SEDIMENT TANK CLEAN OF ANY DEBRIS
FOR THE LENGHT OF THE PROJECT. ENGINEER SHALL BE NOTIFIED FOR
FINAL INSPECTION OF THE SEDIMENT TANK AND DRAINAGE WELL
PRIOR TO ACCEPTANCE.
9. PROPOSED DRAINAGE WELLS ARE NOT INTENDED TO BE USED FOR
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date
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cad ref
15004-52
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designed
R. VARGAS
drawn
N. SERRATE
checked
L. SERRATE
approved
R. VARGAS
prod no
15004-01
scale
AS SHOWN
date
JULY 16, 2015
cad ref
15004-52
RODOLFO J. VARGAS
PE # 35648
drawing
15" HDPE I NTE
4" ALL
LAN
PLAN VIEW
N. T. S.
USF BOLTED WATERTIGHT
RIM AND COVER 655-U-BWT
RIM EL = 5.50 [ NGVD)
'SLAB EL = 5.00 [ NGVD )
0 0
,5 BARS @ 12" VERT 30" °
.4
HDPE (ROOF) 2
EL = 2.00 [ NGVD ) C# 4 @ 12" C. C.
IDPE INTERCONNECT EACH WAY '
:L = 2.00 [ NGVD ]
A
<*-®
t\
2" CL [ TYP)
# 7 BARS W/ HOOKS o 11 [ STD) @ 6E. W.
Cu
3ARS @ 6" HOR I Z-"0 00
of 0 e
HDPE INTERCONNECT 00 ° 2' -6" LAP.
#4 @ 12" E. W.
8" 6' - 8"
1e" Ut- ax n/ 51 UNt
LE OPENINGS
4.1-011 7' -411
7 BARS @ 6" C. C. (BOTTOM)
;x 4 BARS @ 12" C. C. (TOP)
4.1-011
TOP SLAB REINFORCING DETAIL
N. T. S.
(U
D -,i
21Q
n cn
= or
=a
m
.--q
PAVER CONTRACTOR TO PROVIDE
A REMOVABLE BRICK PAN OVER
ALL MANHOLE COVERS
PROPOSED PAVERS
�F I N EL = 6. 00 NGVD
PROPOSED PAVERS
7 BARS @ 6" C. C. E. W. #7 BARS @ 6" C. C. E. W.
TOP SLAB EL = 5.00 [ NGVD]
u u
0�—j
0
30" #5 BARS
A
@ 12" VERT
;k 7 BARS @ 6" C. C.
EACH WAY
;a 5 @ 6" E. W.
co
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ru
00 0 N
00 I 00
"DIA CLEA
06 ENB�NG 8..
SECTION A -A
N. T. S.
1�
24" DIAMETER
DRAINAGE WELL
TOP EL = 2.00 [ NGVD)
BOTTOM EL= [ - ) 2.50 (NGVD )
12" HDPE (ROOF)
12" HDPE FROM CDS #1
INV EL = 2. 00 [ NGVD ]
#7 BAR @ 6" HORIZ
15" HDPE INTERCONNECT
INV EL = 2. 00 (NGVD )
12" OF # 57 STONE
CONTRACTOR TO PROVIDE
WATER TIGHT SEAL
2 ;1 5 ADDITIONAL A
REINFORCING BARS
[ TYP I CAL)
TYPICAL OPENING REINFORCING DETAIL
N. T. S.
# 7 BARS @ 6"
�--# 4 @ 12" C. C. E. W.
�— I NTERMLD I ATE 2" CL
BAFFLE WALL
#7 BARS W/HOOKS
[ STD) @ 6" E. W.-7
2' -611
0
OF 0 00
00 . Oo
B„ 6• -\n,,
7' -10"
0 \00
2"-6" LAP to '00
E3"
SECTION B -B
N. T. S.
PLAN
A
24' STEEL PIPE
• 4 BARS 0 1-1/2' 0. C. E. W.
WELDED TO PIPE
4 UAMS
=LDED TO PIPE
SEATING STRAP
24' STEEL PIPE
0
2" X 8" KEYWAY
ALL AROUND
all
411
0
15" HDPE INTERCONNECT
INV EL = 2. 00 [ NGVD)
CONTRACTOR TO PROVIDE
WATER TIGHT SEAL
SECTION A CASING TO EXTEND
TO G3 NATER
WELL SCREEN DETAIL
N. T. S.
Ar
L TO BE FINISHED
'H OPEN HOLE
D IAN 0. 375' HALL TH
1CK STEEL CASING
NOTES:
i. CLASS I CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF
4,000 PSI. NO CLORIDES ARE PERMITTED IN CONCRETE.
2. STEEL TO BE NEW BARS IN ACCORDANCE WITH ASTM A-615, GRADE 60.
3. NO INFLUENT PIPES SHALL BE CONNECTED TO WELL CHAMBER.
4. PROVIDE SHOP DRAWINGS OF SEDIMENT TANK FOR APPROVAL BEFORE
FABRICATION. THIS SHALL INCLUDE MANHOLE FRAME AND COVER.
5. PRECAST OPTION IS ACCEPTABLE. CONTRACTOR MUST SUBMIT SHOP
DRAWINGS SIGNED AND SEALED BY A STRUCTURAL ENGINEER TO
PROJECT MANAGER FOR APPROVAL BY ENGINEER.
6. SEDIMENT TANK SHALL BE DESIGNED TO WITHSTAND H-20 LOADING.
7. CONTRACTOR SHALL PROVIDE DOCUMENTATION FROM THE WELL DRILLER
INSURING THAT THE DISPOSAL WELL ATTAINED A MINIMUM DISCHARGE
CAPACITY OF 2,000 GPM AT 4.00 FEET OF HEAD [MINIMUM]. IF THESE
WELL DISCHARGE CAPACITIES ARE NOT OTBAINED, THE ENGINEER MUST
BE NOTIFIED IMMEDIATELY.
B. CONTRACTOR SHALL MAINTAIN SEDIMENT TANK CLEAN OF ANY DEBRIS
FOR THE LENGHT OF THE PROJECT. ENGINEER SHALL BE NOTIFIED FOR
FINAL INSPECTION OF THE SEDIMENT TANK AND DRAINAGE WELL
PRIOR TO ACCEPTANCE.
9. PROPOSED DRAINAGE WELLS ARE NOT INTENDED TO BE USED FOR
DEWATERING OPERATIONS DURING CONSTRUCTION.
SEDIMENT TANK AND
DRAINAGE WELL NO 5 DETAILS
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designed R. VARGAS
drawn N. SERRATE
checked L. SERRATE
approved R. VARGAS
prof no 15004-01
scale AS SHOWN
date JULY 16, 2015
cad ref 15004-53
RODOLFO J. VARGAS
PE # 35648
drawing
C- 13
12" HDP
FROM CD
A
15" HDPE INTERCONNECT
I my m = o nn r Klr--vn,
4" ALL
PLAN VIEW
N. T. S.
LE OPENINGS
4' _011 7, _411
7 BARS @ 6" C. C. (BOTTOM)
4 BARS @ 12" C. C. (TOP)
4' -011
TOP SLAB REINFORCING DETAIL
N. T. S.
CU
D
21 oU
l Cn
CCC
LQ
❑I3
USF BOLTED WATERTIGHT
RIM AND COVER 655-U-BWT
RIM EL = 5.50 (NGVD)
3 EL = 5.00 [NGVD)
° °
RS @ 12" VERT ° ° 30"
2'1
# 4 @ 12" C. C.
HDPE (ROOF) EACH WAY
V EL = 2.00 [ NGVD )
2" CL [ TYP)
#7 BARS W11/HOOKS o
[
STD) @ 6 E. W.
CU
6" HOR I Z--"
INTERCONNECT 00 . 2' -6" LAP.
#4 @ 12" E. W.
8" 6 —811 8 11
57 STONE—// --em- - -I C
15' -411
PAVER CONTRACTOR TO PROVIDE
A REMOVABLE BRICK PAN OVER
ALL MANHOLE COVERS
PROPOSED PAVERS
—F I N EL = 6. 00 NGVD
�— 7 BARS @ 6" C. C. E. W. 07 BARS @ 6" C. C. E. W.
u
30"
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00 00
e I 00
4"D IA CLEA \
OPENING
6' —811
all
I
SECTION A -A
N. T. S.
TOP SLAB EL = 5.00 [ NGVD )
0
#5 BARS
@ 12" VERT
••
a .l
24" DIAMETER
DRAINAGE WELL
TOP EL = 2. 00 [ NGVD)
BOTTOM EL= [ -) 2. 50 [ NGVD)
12" HDPE [ ROOF)
12" HDPE FROM CDS #1
INV EL = 2. 00 [ NGVD) /
07 BAR @ 6" HORIZ
15" HDPE INTERCONNECT
INV EL = 2.00 (NGVD)
12" OF # 57 STONE
CONTRACTOR TO PROVIDE
WATER TIGHT SEAL
2 #5 ADDITIONAL A
REINFORCING BARS
[ TYP I CAL)
TYPICAL OPENING REINFORCING DETAIL
N. T. S.
,0 00
00 00
ROPOSED PAVERS
30"
7 BARS @ 6"
r—# 4 @ 12" C. C. E. W.
INTERMEDIATE 211CL
BAFFLE WALL
#7 BARS W/HOOKS
[ STD) @ 6" E. W.-7
2' - 6"
0
2"-6" LAP S �° 0
#4 @ 12" E. W.
8ll 6' —011 811
ONION
7' -10"
SECTION B -B
N. T. S.
PLAN
A
24' STEEL PIPE
• 4 BARS 0 1-1/2' 0. C. E. W.
WELDED TO PIPE
4 t3AM5
=LDED TO PIPE
SEATING STRAP
24' STEEL PIPE
2" X 8" KEYWAY
ALL AROUND
411 "
0
9-4
15" HDPE INTERCONNECT
INV EL = 2. 00 [ NGVD )
CONTRACTOR TO PROVIDE
WATER TIGHT SEAL
SECTION A CASING TO EXTEND
TO G3 WATER
WELL SCREEN DETAIL
N. T. S.
AI'
L TO BE FINISHED
H OPEN HOLE
D IAN 0.3750 WALL TH
1CK STEEL CASING
NOTES:
1. CLASS I CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF
4,000 PSI. NO CLORIDES ARE PERMITTED IN CONCRETE.
2. STEEL TO BE NEW BARS IN ACCORDANCE WITH ASTM A-615, GRADE 60.
3. NO INFLUENT PIPES SHALL BE CONNECTED TO WELL CHAMBER.
4. PROVIDE SHOP DRAWINGS OF SEDIMENT TANK FOR APPROVAL BEFORE
FABRICATION. THIS SHALL INCLUDE MANHOLE FRAME AND COVER.
5. PRECAST OPTION IS ACCEPTABLE. CONTRACTOR MUST SUBMIT SHOP
DRAWINGS SIGNED AND SEALED BY A STRUCTURAL ENGINEER TO
PROJECT MANAGER FOR APPROVAL BY ENGINEER.
6. SEDIMENT TANK SHALL BE DESIGNED TO WITHSTAND H-20 LOADING.
7. CONTRACTOR SHALL PROVIDE DOCUMENTATION FROM THE WELL DRILLER
INSURING THAT THE DISPOSAL WELL ATTAINED A MINIMUM DISCHARGE
CAPAC I TY OF 2, 000 GPM AT 4. 00 FEET OF HEAD [ M I N I MUM) . I F THESE
WELL DISCHARGE CAPACITIES ARE NOT OTBAINED, THE ENGINEER MUST
BE NOTIFIED IMMEDIATELY.
B. CONTRACTOR SHALL MAINTAIN SEDIMENT TANK CLEAN OF ANY DEBRIS
FOR THE LENGHT OF THE PROJECT. ENGINEER SHALL BE NOTIFIED FOR
FINAL INSPECTION OF THE SEDIMENT TANK AND DRAINAGE WELL
PRIOR TO ACCEPTANCE.
9. PROPOSED DRAINAGE WELLS ARE NOT INTENDED TO BE USED FOR
DEWATERING OPERATIONS DURING CONSTRUCTION.
SEDI
/
TANK
(O
DRAINAGE
WELL
CV
DETAILS
c
�1xkm
ai�io�iR
00 0
00 00
e I 00
4"D IA CLEA \
OPENING
6' —811
all
I
SECTION A -A
N. T. S.
TOP SLAB EL = 5.00 [ NGVD )
0
#5 BARS
@ 12" VERT
••
a .l
24" DIAMETER
DRAINAGE WELL
TOP EL = 2. 00 [ NGVD)
BOTTOM EL= [ -) 2. 50 [ NGVD)
12" HDPE [ ROOF)
12" HDPE FROM CDS #1
INV EL = 2. 00 [ NGVD) /
07 BAR @ 6" HORIZ
15" HDPE INTERCONNECT
INV EL = 2.00 (NGVD)
12" OF # 57 STONE
CONTRACTOR TO PROVIDE
WATER TIGHT SEAL
2 #5 ADDITIONAL A
REINFORCING BARS
[ TYP I CAL)
TYPICAL OPENING REINFORCING DETAIL
N. T. S.
,0 00
00 00
ROPOSED PAVERS
30"
7 BARS @ 6"
r—# 4 @ 12" C. C. E. W.
INTERMEDIATE 211CL
BAFFLE WALL
#7 BARS W/HOOKS
[ STD) @ 6" E. W.-7
2' - 6"
0
2"-6" LAP S �° 0
#4 @ 12" E. W.
8ll 6' —011 811
ONION
7' -10"
SECTION B -B
N. T. S.
PLAN
A
24' STEEL PIPE
• 4 BARS 0 1-1/2' 0. C. E. W.
WELDED TO PIPE
4 t3AM5
=LDED TO PIPE
SEATING STRAP
24' STEEL PIPE
2" X 8" KEYWAY
ALL AROUND
411 "
0
9-4
15" HDPE INTERCONNECT
INV EL = 2. 00 [ NGVD )
CONTRACTOR TO PROVIDE
WATER TIGHT SEAL
SECTION A CASING TO EXTEND
TO G3 WATER
WELL SCREEN DETAIL
N. T. S.
AI'
L TO BE FINISHED
H OPEN HOLE
D IAN 0.3750 WALL TH
1CK STEEL CASING
NOTES:
1. CLASS I CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF
4,000 PSI. NO CLORIDES ARE PERMITTED IN CONCRETE.
2. STEEL TO BE NEW BARS IN ACCORDANCE WITH ASTM A-615, GRADE 60.
3. NO INFLUENT PIPES SHALL BE CONNECTED TO WELL CHAMBER.
4. PROVIDE SHOP DRAWINGS OF SEDIMENT TANK FOR APPROVAL BEFORE
FABRICATION. THIS SHALL INCLUDE MANHOLE FRAME AND COVER.
5. PRECAST OPTION IS ACCEPTABLE. CONTRACTOR MUST SUBMIT SHOP
DRAWINGS SIGNED AND SEALED BY A STRUCTURAL ENGINEER TO
PROJECT MANAGER FOR APPROVAL BY ENGINEER.
6. SEDIMENT TANK SHALL BE DESIGNED TO WITHSTAND H-20 LOADING.
7. CONTRACTOR SHALL PROVIDE DOCUMENTATION FROM THE WELL DRILLER
INSURING THAT THE DISPOSAL WELL ATTAINED A MINIMUM DISCHARGE
CAPAC I TY OF 2, 000 GPM AT 4. 00 FEET OF HEAD [ M I N I MUM) . I F THESE
WELL DISCHARGE CAPACITIES ARE NOT OTBAINED, THE ENGINEER MUST
BE NOTIFIED IMMEDIATELY.
B. CONTRACTOR SHALL MAINTAIN SEDIMENT TANK CLEAN OF ANY DEBRIS
FOR THE LENGHT OF THE PROJECT. ENGINEER SHALL BE NOTIFIED FOR
FINAL INSPECTION OF THE SEDIMENT TANK AND DRAINAGE WELL
PRIOR TO ACCEPTANCE.
9. PROPOSED DRAINAGE WELLS ARE NOT INTENDED TO BE USED FOR
DEWATERING OPERATIONS DURING CONSTRUCTION.
SEDI
MENT
TANK
AND
DRAINAGE
WELL
NO 6
DETAILS
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designed
R.
VARGAS
drawn
N.
SERRATE
checked
L.
SERRATE
approved
R.
VARGAS
prof no
15004-01
scale
AS
SHOWN
date
JULY 16,
2015
cad ref
15004-54
RODOLFO J. VARGAS
PE # 35648
drawing
12" HDPE
4" ALL
4" ALL AROUND
PLAN VIEW
N. T. S.
RAN
USF BOLTED WATERTIGHT
RIM AND COVER 655-U-BWT
RIM EL = 5.50 (NGVD)
ACCESS MANHOLE USF#663AA
BOLTED WATER TIGHT
LETTERING TO SAY "WELL"
(TO ALIGN WITH WELL CASING)—\
FIN EL = 6.00 NGVD
TOP SLAB EL = 5.00 (NGVD)
co ° °
30"
o5 BARS @ 12" VERT ° °
2"
# 4 @ 12" C. C.
12" HDPE (ROOF) EACH WAY
0
_ _ I
Lo
BOLTED WATER TIGHT MANHOLE
RING AND COVERS
PER USF 655-U-BWT
BOLTED TO TOP SLAB
NV EL = 2.00 [ NGVDI
A
#7 BARS @ 6" HORIZ
12" OF # 57 STONE
rCENTER OF MANHOLE OPENINGS
I INLET FRAME AND GRA E
I USF 04700-6223
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4._011 7'_411 4'-011
# 7 BARS @ 6" C. C. (BOTTOM)
4 BARS @ 12" C. C. (TOP)
TOP SLAB REINFORCING DETAIL
N. T. S.
CU
I
@1 Qj
t\
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Cr C=
as
mm
PAVER CONTRACTOR TO PROVIDE
A REMOVABLE BRICK PAN OVER
ALL MANHOLE COVERS
PROPOSED PAVERS
/—F I N EL = 6. 00 NGVD
30"
*k 7 BARS @ 6" C. C.
EACH WAY
# 5 @ 6" E. W.
co
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/ O° ° 0
°
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#4 @ 12" E. W.
8" 6' - 8"
8"
15'
-4
4"DIA CLE
06PEN81 ANG
I
SECTION A—A
N. T. S.
7 BARS @ 6" C. C. E. W. #7 BARS @ 6" C. C. E. W.
TOP SLAB EL = 5.00 [NGVD]
p #5 BARS
@ 12" VERT—,
24" DIAMETER
DRAINAGE WELL
TOP EL = 2. 00 [NGVD)
111
--�
�-4
BOTTOM EL= C-) 2.50 [NGVD)
0
12" HDPE (ROOF)
00 0 INV EL = 2. 00 ( NGVD)
°°° ° ° #7 BAR @ 6" HOR I Z--
12" OF # 57 STONE
CONTRACTOR TO PROVIDE
WATER TIGHT SEAL
2 #5 ADDITIONAL A
REINFORCING BARS
[ TYP I CAL)
TYPICAL OPENING REINFORCING DETAIL
N. T. S.
° ° °
00 °°
ROPOSED PAVERS
# 7 BARS @ 6"
�# 4 @ 12" C. C. E. W.
INTERMEDIATE 2"CL
BAFFLE WALL
#7 BARS W/HOOKS Go -
[ STD) @ 6" E. W.i I
co ao
2" -6" LAP fo, 1 °o
# 4 @ 12" E. W. `
8" 6' - 0" 8►'
1111
7' -10"
SECTION B—B
N. T. S.
PLAN
A
24' STEEL PIPE
• 4 BARS Q 1-1/2' 0. C. E. N.
WELDED TO PIPE
4 tlAMb
=LDED TO PIPE
SEATING STRAP
24' STEEL PIPE
4"
0
2" X 8" KEYWAY
ALL AROUND
CONTRACTOR TO PROVIDE
WATER TIGHT SEAL
SECTION A CASING TO EXTEND
TO G3 NATER
WELL SCREEN DETAIL
TO BE FINISHED
OPEN HOLE
IAM 0.375, MALL TH
STEEL CASING
N. T. S.
NOTES:
1. CLASS I CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF
4,000 PSI. NO CLORIDES ARE PERMITTED IN CONCRETE.
2. STEEL TO BE NEW BARS IN ACCORDANCE WITH ASTM A-615, GRADE 60.
3. NO INFLUENT PIPES SHALL BE CONNECTED TO WELL CHAMBER.
4. PROVIDE SHOP DRAWINGS OF SEDIMENT TANK FOR APPROVAL BEFORE
FABRICATION. THIS SHALL INCLUDE MANHOLE FRAME AND COVER.
5. PRECAST OPTION IS ACCEPTABLE. CONTRACTOR MUST SUBMIT SHOP
DRAWINGS SIGNED AND SEALED BY A STRUCTURAL ENGINEER TO
PROJECT MANAGER FOR APPROVAL BY ENGINEER.
6. SEDIMENT TANK SHALL BE DESIGNED TO WITHSTAND H-20 LOADING.
7. CONTRACTOR SHALL PROVIDE DOCUMENTATION FROM THE WELL DRILLER
INSURING THAT THE DISPOSAL WELL ATTAINED A MINIMUM DISCHARGE
CAPACITY OF 2,000 GPM AT 4.00 FEET OF HEAD [MINIMUM]. IF THESE
WELL DISCHARGE CAPACITIES ARE NOT OTBAINED, THE ENGINEER MUST
BE NOTIFIED IMMEDIATELY.
8. CONTRACTOR SHALL MAINTAIN SEDIMENT TANK CLEAN OF ANY DEBRIS
FOR THE LENGHT OF THE PROJECT. ENG INEER SHALL BE NOTIFIED FOR
FINAL INSPECTION OF THE SEDIMENT TANK AND DRAINAGE WELL
PRIOR TO ACCEPTANCE.
9. PROPOSED DRAINAGE WELLS ARE NOT INTENDED TO BE USED FOR
DEWATERING OPERATIONS DURING CONSTRUCTION.
SEDIMENT TANK AND
DRAINAGE WELL NO 7 DETAILS
Q
R. VARGAS
drawn
N. SERRATE
checked
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F—
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designed
R. VARGAS
drawn
N. SERRATE
checked
L. SERRATE
approved
R. VARGAS
prof no
15004-01
scale
AS SHOWN
date
JULY 16, 2015
cad ref
15004-55
RODOLFO J. VARGAS
PE # 35648
drawing
C- 15
4" ALL
12" HDPE
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N. T. S.
BOLTED WATER TIGHT MANHOLE
RING AND COVERS
PER USF 655-U-BWT
BOLTED TO TOP SLAB
NV EL = 2.00 (NGVD)
A
#7 BARS @ 6" HORIZ
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I INLET FRAME AND GRATE I
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PAVER CONTRACTOR TO PROVIDE
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OPEN HOLE
IAM 0.375' WALL TH
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N. T. S.
NOTES:
I. CLASS I CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF
4,000 PSI. NO CLORIDES ARE PERMITTED IN CONCRETE.
2. STEEL TO BE NEW BARS IN ACCORDANCE WITH ASTM A-615, GRADE 60.
3. NO INFLUENT PIPES SHALL BE CONNECTED TO WELL CHAMBER.
4. PROVIDE SHOP DRAWINGS OF SEDIMENT TANK FOR APPROVAL BEFORE
FABRICATION. THIS SHALL INCLUDE MANHOLE FRAME AND COVER.
5. PRECAST OPTION IS ACCEPTABLE. CONTRACTOR MUST SUBMIT SHOP
DRAWINGS SIGNED AND SEALED BY A STRUCTURAL ENGINEER TO
PROJECT MANAGER FOR APPROVAL BY ENGINEER.
6. SEDIMENT TANK SHALL BE DESIGNED TO WITHSTAND H-20 LOADING.
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INSURING THAT THE DISPOSAL WELL ATTAINED A MINIMUM DISCHARGE
CAPAC I TY OF 2, 000 GPM AT 4. 00 FEET OF HEAD [ M I N I MUM). I F THESE
WELL DISCHARGE CAPACITIES ARE NOT OTBAINED, THE ENGINEER MUST
BE NOTIFIED IMMEDIATELY.
B. CONTRACTOR SHALL MAINTAIN SEDIMENT TANK CLEAN OF ANY DEBRIS
FOR THE LENGHT OF THE PROJECT. ENGINEER SHALL BE NOTIFIED FOR
FINAL INSPECTION OF THE SEDIMENT TANK AND DRAINAGE WELL
PRIOR TO ACCEPTANCE.
9. PROPOSED DRAINAGE WELLS ARE NOT INTENDED TO BE USED FOR
DEWATERING OPERATIONS DURING CONSTRUCTION.
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RODOLFO J. VARGAS
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PROP 8 DIP WM a
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PROP 8"bIP WM
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PROP 8"DIP WM _ AND 4" GV J
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TYPE POST INDICATOR VALVE " PROP 2-6" ABOVE GROUND m
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SEE PLUMBING DWGS
PROP 8.. PLUGO I I RESTAURANT
LIMITS OF I PROP 2 W SERVICE (RESTAURANT)
UNDERGROUND I I I FOR CONTINUATION
— — - — — - — — — — — — — — — — — — — — — — BASEMENT I I SEE PLUMBING DWGS
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PROP 4"W SERVICE ( COOLING TOWER ER FIG 364
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FOR CONTINUATION
SEE FIRE PROTECTIONS DWGS PROP 3" W SERVICE ( LANDSCAPE
PROP 6"X6" TEE IRRIGATION) FOR CONTINUATION
SEE PLUMBING DWGS — — — — — — — — — — — — — — — — PROP 8" PLUG
PER FIG 364
PROP 2" W SERVICE (RESTAURANT)
FOR CONTINUATION "-- 8' DOUBLE DETECTOR CHECK
LIMITS OF SEE PLUMBING DWGS VALVE ASSEMBLY WITH YARD
TYPE POST INDICATOR VALVE
UNDERGROUND PROP 6"X611 TEE WITH TAMPER SWITCH AND
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YARD TYPE FIRE DEPARTMENT
PROP 2-6" REDUCED PRESSURE
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BACKFLOW PREVENTER
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FOR CONTINUATION drawn N. SERRATE
�� SEE PLUMBING DWGS OR
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2-6 GATE VALVES FOR CONTINUATION checked L. SERRATE
SEE FIRE PROTECTIONS DWGS
PER FIG 305
45'Xi0' CITY OF
ROP
R. VARGAS
DIP DOM WM NORTH MIAMI BEACH iI II
PROP 6 prod no 15004-01
FOR CONTINUATION UTILITY EASEMENT DETA I L B scale i" = 5'
SEE PLUMBING DWGS
date OCT 20. 2015
SCALE: i., _ 5-
DETA I L A
ii II cad ref 15004-58
SCALE: i" = 5'
NOTE:
ALL DIP TO BE
POLYETHELENE ENCASED
RODOLFO J. VARGAS
PE a 35648
- NOTE:
ALL DIP TO BE
drawing
POLYETHELENE ENCASED
C-20
SITE UTILITIES
PLAN
1
DEMOLITION/CONSTRUCTION STAGING
AND TRAFFIC MANAGEMENT PLANS
PROJECT NAME: VARADERO
PROJECT ADDRESS/LOCATION: 18801 Collins Avenue, Sunny Isles Beach, FL
SUBMITTAL DATE: November 2, 2015
PROJECT APPROVAL BY (CITY): ___________________________________
DATE: __________________________________________________________
Note: All Staging and Traffic Management Plan must be approved by Zoning,
Building and the City Manager. Modifications may be permitted, if approved by
the City Manager or his designee.
2
I. PROJECT (Briefly describe your project)
La Playa Beach Associates, LLC is proposing on 18801 Collins Ave, a Two Tower,
mixed used program consisting of Multifamily Dwelling, Apartment-Hotel, Hotel, and
Amenities within a Zoning Classification of MU-R in the city of Sunny isles. Tower 1
consists of 294 Multifamily Dwelling units, 90 apartment-hotel units, and 60 hotel
units. Tower 2 consist of 137 Multifamily Dwelling units.
The total Build-able area will be 1,228,399 sqft on a 205,424 sq ft or 4.716 acres lot.
The towers will top out at 649'-0" NGVD as required by the FAA height Restrictions.
The proposed project will provide Public Beach Access, Public Ocean Front Park,
Restaurants, Assembly Area, and 1,022 parking spaces, among other amenities.
Provide Contact Information: Please include name, title, company, address, phone
number, email, cell phone number.
Development Team:
Mr. Ron Choron
Vice President of Construction
La Playa Beach Associates, LLC
17070 Collins Avenue, Suite 267
Sunny Isles Beach, FL 33160
(786) 405-1056 office
(786) 402-3610 cell
rlchoron@fortuneintlgroup.com
Construction Team:
Mr. Ron Choron
Vice President of Construction
La Playa Beach Associates, LLC
17070 Collins Avenue, Suite 267
Sunny Isles Beach, FL 33160
(786) 405-1056 office
(786) 402-3610 cell
rlchoron@fortuneintlgroup.com
Other:
3
Not applicable
4
II. Demolition Work/Excavation and Grading/Concrete Placement Work
For purposes of this document, Demolition work was completed in June
2015, therefore, Demolition phase work is not included in this plan.
Contractor Information: Please include name, company, address, phone number,
email, cell phone number.
To be determined
Project Location: 18801 Collins Avenue, Sunny Isles Beach, FL 33160
Estimated Start Date: January 2017
Estimated Completion Date: December 2019
Hours of Operation:
1. On the majority of days, the contractor will comply with the Sunny Isles Beach
Code of Ordinances, Chapter 193, Article III regarding Construction Noise, which
limits the days and hours of work as follows:
a. Standard time: 7:00 a.m. to 6:30 p.m. Monday through Thursday, 7:00
a.m. to 5:00 p.m. on Friday, and 9:00 a.m. to 5:00 p.m. on Saturday
b. Daylight savings time: 7:00 a.m. to 7:00 p.m. Monday through Thursday,
7:00 a.m. to 5:00 p.m. on Friday, and 9:00 a.m. to 5:00 p.m. on Saturday
c. No construction activities shall take place on Sunday and on the following
holidays: New Year's Day; Fourth of July; Labor Day; Yom Kippur;
Thanksgiving Day; and, Christmas Day
2. As building construction can require some off-hour work, all night work, and
unforeseeable circumstances beyond the control of the contractor, the contractor
will comply with the City’s process for the Request for Waiver of Chapter 193 of
the Code of the City of Sunny Isles Beach and notify all adjacent properties and
submit applications for extended construction hours (see form, below). Some
activities that will require extended construction hours include:
a. Utility upgrades and tie-ins under Collins Avenue and adjacent sidewalk
b. Heavy and/or large equipment and material delivery and removal
c. Foundation dewatering
d. 24-hour mat foundation concrete pour
e. Activities where the safety of the public would be better served during off-
hours work
f. Emergencies and other unforeseeable events
5
6
Project Task: Describe project; include equipment to be used.
Note: Copy of liability insurance with the City of Sunny Isles Beach as an additional
insured.
All equipment will be modified to include OSHA-compliant “white-noise” back-up alarms
to reduce construction site noise.
1. Utility upgrades and tie-ins under Collins Avenue, including:
a. Electrical service
b. Domestic water
c. Fire water
d. Sanitary
e. Storm water
f. Natural gas
g. Telephone/data/cable tv
All of which may require the following equipment:
a. Backhoes/Excavators
b. Loaders
c. Trucks (dump trucks, concrete trucks, equipment trucks, etc.)
d. Trailers
e. Compaction equipment
f. Sawcutting equipment
g. Paving machines
h. Directional boring equipment
i. Pumps (both for dewatering and concrete)
j. Street sweepers
k. Generators
2. Site preparation, grading, and excavation:
a. Backhoes/Excavators
b. Loaders
c. Bulldozers
d. Motor graders
e. Trucks (dump trucks, equipment trucks, etc.)
f. Dewatering pumps
g. Sand sifting equipment for beach sand relocation
h. Water trucks
i. Street sweepers
j. Generators
3. Augered Cast-in-Place Pile installation:
a. Cranes (crawler and hydraulic)
b. Drill rigs
c. Concrete trucks (for grout)
d. Grout pumps
e. Loaders
7
f. Trucks/Trailers (for reinforcing steel deliveries)
g. Generators
4. Temporary shoring and excavation:
a. Cranes (crawler and hydraulic)
b. Drill rigs
c. Pile-driving equipment
d. Concrete trucks
e. Trucks/Trailers
f. Backhoes/Excavators
g. Loaders/Dozers
h. Dump Trucks
i. Compaction equipment
j. Dewatering pumps (diesel and electric)
k. Generators
5. Mat foundation preparation and concrete pour:
a. Cranes (tower, crawler, and hydraulic)
b. Backhoes/Loaders
c. Pumps (both for dewatering and concrete)
d. Trucks (dump trucks, concrete trucks, equipment trucks, etc.)
e. Trailers
f. Concrete finishing equipment
6. Tower Crane and Man/Material Hoist Erection, Jumps, and Dismantling:
a. Large crawler and hydraulic cranes (for tower crane and man/material
hoist assembly and erection)
b. Tower cranes (for tower crane and man/material hoist jumping)
c. Large crawler and hydraulic cranes (for tower crane and man/material
hoist dismantling)
d. Generators
e. Tractor trailers
7. Other concrete placement activities:
a. Cranes (tower, crawler, and hydraulic)
b. Concrete pumps
c. Concrete trucks
d. Truck/trailers
e. Generators
Additional Information (as applicable to project)
Truck Route: Describe truck routes (attach route map), include number of trucks and
staging location.
8
The number of trucks will vary greatly over the course of the project. During concrete
operations, we expect a minimum of fifty (50) deliveries in the course of a typical day.
The proposed truck route for the project will be as shown on the attached Traffic
Pattern to Enter/Exit Jobsite. Most trucks, except for the foundation mat concrete
trucks, will be staged on-site and not on Collins Avenue. The contractor will design
project trucks routes within the property to allow for truck staging within the site.
In addition, the contractor will have trained and certified flagmen (“gate attendants”) at
each gate that will ensure no trucks stage on Collins Avenue and will allow trucks to exit
the site with minimizing disruption to traffic.
As at Jade Signature, our contractor will hold training sessions with all subcontractors
and vendors to review the truck route and rules and regulations regarding truck
deliveries. For example, at Jade Signature, the contractor has inserted language into all
subcontracts and purchase orders requiring them to:
1. Fully comply with plans like this one, at all times
2. No delivery vehicles are allowed to make “u-turns” on Collins Avenue
3. No delivery vehicles are allowed to utilize side streets or commercial parking lots
to make “turn-arounds”
4. No delivery vehicles are allowed to block Collins Avenue for any reason
Material Storage Location: Describe the location for material storage (if needed). Any
removal or relocation of sand, must be approved separately.
It is our intention that some materials will be stored on-site, space permitting. Locations
will vary throughout the course of the activities; however, the materials will remain inside
the fenced construction site.
Specifically for sand, we would ideally like to stock the sand on-site, sift (if required by
FDEP) on-site, and place on the beach directly from our site. If this cannot occur due to
FDEP and City requirements, like at Jade Signature, we will rent land in west Miami-
Dade County, haul the excavated sand for storage at this land, sift the sand there, and
wait for further instructions on sand placement from the City and FDEP.
Construction Trailer: Will a construction trailer be used? If so, show location?
Construction trailers (for both managers and materials/equipment) will be required on-
site. Please see the proposed locations on-site, below:
9
Traffic Control: Will this operation require occupying any traffic lanes, parking lanes,
beachwalks or any other public right-of way? If yes, closures shall be per the regulations
described in the Maintenance of Traffic (MOT) from the Florida Department of
Transportation (FDOT). Please note that a Lane Closure Permit from the Code
Compliance Department must be obtained prior to public right-of-way use.
Similar to Jade Signature, sidewalk and lane closures will be required for certain key
activities, such as: Deliveries and removal of extremely large and heavy equipment;
utility work within the right-of-way and Collins Avenue; and, the mat foundation concrete
pour. Again, like Jade Signature, the contractor will go through the proper channels to
obtain FDOT approval, City of Sunny Isles Beach approval, and have numerous
meetings to coordinate the effort beforehand. Then, execute the MOT plan with all
required signage, barriers/barricades, lighting, certified flagmen, police details, etc.
The process that the contractor at Jade Signature followed was to:
1. Meet with FDOT to review requirements for the project, timing, locations, etc. and
received advice on how best to prepare the MOT application including all
applicable MOT plans.
2. Prepare a draft of the MOT plans and review this draft of the plans with the City
of Sunny Isles Beach (Code Compliance Department and the Police Department)
3. Finalize the MOT plans as necessary to comply with comments provided by the
City of Sunny Isles Beach.
4. Submit MOT application and plans to FDOT and follow-up with another face-to-
face meeting with the inspector/plans approver to address any additional
concerns.
5. Receive MOT plan approval from FDOT.
6. Submit MOT application and FDOT approval to the City of Sunny Isles Beach
(both Code Compliance Department and Police Department).
7. Request City of Sunny Isles Beach Policer Officers as necessary to comply with
the MOT Plan and protect the safety of the public.
10
We will require our contractor to prevent trucks and other equipment from blocking
traffic without the required MOT plan enactment.
Parking: Indicate the number of workers and the areas where their vehicles will be
parked through the duration of this phase of the project.
The number of workers will vary during the course of the project, but at the peak, we
expect approximately 225 individual workers. As the number of available parking spots
and vacant lots continues to decrease in and around Sunny Isles Beach, we will ensure
that workers carpool as much as possible. Further, we will secure parking at the
Haulover Beach parking lots and bus the workers from the parking location to the
construction site, then back to their vehicles at the end of their shift.
Clean-up: Describe the measures that will be taken to ensure that the work site and
public right-of-way will be maintained (including dust control, swale on driveways to
prevent water leaks to the street, gutter buddies, rocks at driveways, etc.)
Similar to Jade Signature, we will require the contractor to keep the construction site
safe and clean, including the immediate area outside the construction site to provide an
environment safe for walking pedestrians and personal vehicles.
Specific measures that will be taken to ensure a clean jobsite are:
1. Truck tire-wash areas at all project site exits prior to leaving the project. At Jade
Signature, the contractor developed steel grating to allow all tire surfaces to be
cleaned with the mud/dirt falling into the gaps in the grating, preventing this
mud/dirt from flowing into the street (see photo, below). The tires will be cleaned
using pressure washers to ensure full removal of mud/dirt/concrete.
11
2. Like at Jade Signature, rather than have gravel or stone entrances and exits
to/from the construction site, we will have the contractor provide and maintain a
reinforced concrete apron, which is much easier to clean and maintain as
opposed to gravel/stone. On the jobsite side of the concrete aprons, the
contractor will install the wash-down grating described above.
3. Curb inlets in Collins Avenue along the length of the site will receive erosion
control measures in accordance with the soon to be prepared, submitted, and
approved erosion control plan. There are various types of these curb gutter inlet
sediment prevention devices and our contractor will coordinate with the City and
FDOT. Additionally, the sediment that gets collected on the outside of the
sediment prevention device will be cleaned daily to prevent clogging, water
ponding, and sediment build up.
4. The full-time gate attendants will receive specific training on cleaning and
maintenance. They will wash down, sweep, and remove any dirt, sediment, and
debris, whether deposited from the jobsite or not. These full-time gate attendants
will also keep all sidewalks clear, clean, and safe at all times and, like at Jade
Signature, will be trained to deal with non-construction related pedestrian and
vehicular traffic.
5. The contractor will set up numerous water sources on-site for project individuals
to spray down the site to minimize wind-blown dirt/sand from leaving the project.
During site preparation and grading, a water truck will be used to wet the site.
Fencing: Construction fencing must be constructed of durable material, and additional
silt fencing for additional protection. Gates should be steady and properly secure during
non-working hours.
We take great pride in the “face” of our construction sites (the fencing) and require our
contractors to install temporary construction fencing that is constructed in a permanent
manner and in accordance with the City of Sunny Isles Beach requirements. The
fencing will be constructed of thick, durable plywood that will either be painted or
receive fastener-attached metal panel signage (similar to Jade Signature). The plywood
will be securely mounted to an engineered structural support system made of either
solid wood posts and stringers or hollow structural steel (“HSS”) shapes embedded into
holes and encased in concrete. The back side of the fence will be lined with silt fence to
prevent sediment run-off from the jobsite, under the fence, onto the sidewalk or other
adjacent areas.
All gates will be sliding gates, rather than swinging gates, to ensure that the gates do
not accidentally swing into the right-of-way due to the strong winds in Sunny Isles
Beach. The gates will be constructed of the same materials as the fencing in order to
match the fence and provide a consistent look for the project. All gates will be secured
with high-strength pad locks when closed at the end of each day. During the day, we
will have full-time attendants at all open gates to prevent unauthorized access and
ensure the safety of the public. This may also include providing a “warning barrier” in
12
lieu of a closed gate, only during working hours. Finally, like at Jade Signature, we may
light the fence-mounted signage, upon approval from the City of Sunny Isles Beach.
Provide erosion sediment control plans, if applicable.
As we currently have not selected a contractor at this time, we have not had erosion
and sediment control plans prepared. They will be prepared by a licensed, registered
professional and will be in accordance with all national, State, County, and City
requirements. Once prepared, we will have the selected contractor provide copies to
amend this plan and obtain all required permits.
III. Public Beach Access Protection and Closure
Contractor Information: Please include name, company, address, phone number,
email, cell phone number.
To be determined
Project Location: 18801 Collins Avenue, Sunny Isles Beach, FL 33160
Estimated Start Date – Walkway Protection: May 2017 (installation around the
construction of 4th floor structure)
Estimated Start Date – Walkway Closure: September 2019 (very end of project)
Estimated Completion Date – Walkway Protection: September 2019
Estimated Completion Date – Walkway Closure: December 2019 (very end of
project)
Hours of Operation: For overhead walkway protection, the system will be in place
twenty-four (24) hours a day, seven (7) days a week. For the Walkway Closure for
beach access improvement project, refer to section II, above
Project Task: Describe how and what will be demolished; include equipment to be
used.
Removal of pavers, base, landscaping, benches, lighting, signage, etc. to allow for
installation of new beach access walkway in accordance with new City of Sunny Isles
Beach standards.
a. Bobcats
b. Generators
c. Trucks
d. Small concrete pumps
e. Concrete trucks
f. Compaction equipment
13
Adjacent beach access available for public access: Signage, location, hours of
operations, etc. Walkway protection details.
Covered walkway will be engineered by a registered, licensed structural engineer in the
State of Florida and submitted to the City of Sunny Isles Beach Building Department for
permitting and approval (see photo and details, below)
Clean-up and maintenance: Describe the measures that will be taken to ensure that
the work site and public right-of-way will be maintained (including dust control)
As you can see in the picture above, at Jade Signature, the beach access is kept very
clean by having wind screen to prevent blowing dust from the jobsite, but also by having
one of the gate attendants maintain the beach access two (2) or three (3) times a day,
which includes picking up debris (whether construction-related or not), sweeping, and
rinsing down, if necessary.
Note: Copy of liability insurance with the City of Sunny Isles Beach as an additional
insured.
See sample certificate of the finalized one that will be provided once a contractor is
brought on board, below:
14
15
IV. Other
Contractor Information: Please include name, company, address, phone number,
email, cell phone number.
To be determined
Project Location:
Estimated Start Date:
Estimated Completion Date:
Hours of Operation:
Project Task: Describe how and what will be demolished; include equipment to be
used.
Note: Copy of liability insurance with the City of Sunny Isles Beach as an additional
insured.
16
TRUCK ROUTE(S)
Please attach Route Map
1 | P a g e
October 29, 2015
Mr. Ron Choron
La Playa Beach Associates, LLC
1300 Brickell Avenue
Miami, Florida 33131
Phone: (786) 295-4595
E-mail: rlchoron@fortuneintlgroup.com
Re: Varadero Shared Parking Analysis - #15158
Dear Mr. Choron,
We have completed a shared parking analysis for the proposed Varadero project. The proposed
project is located at 18801 Collins Avenue in Sunny Isles Beach, Florida. The project is proposing
to redevelop an existing hotel and residential condominium. The proposed project will have a total
of 431 residential units, 60 hotel rooms, 90 condo-hotel rooms, and various amenities such as: Spa
and Fitness, Bar/Lounge, Restaurant, Ballroom/Assembly, and Administrative Office space. The
analysis was based on the development program shown in Exhibit 1.
Parking Generation
A parking analysis was conducted for the project to determine if the proposed number of parking
spaces is sufficient to satisfy the anticipated peak parking demand for the weekday and weekend
conditions. To determine the required number of parking spaces, parking rates provided in the city
of Sunny Isles Beach Code of Ordinances were used (see attachment 1). Exhibit 2 shows the
results of the parking analysis.
2 | P a g e
Exhibit 1
Development Program
Land Use
Residential- 1 Bedrooms < 1800 SF 97 Units
Residential- 2 Bedrooms < 1800 SF 74 Units
Residential- 3 Bedrooms > 1800 SF 155 Units
Residential- 4 Bedrooms > 1800 SF 95 Units
Residential- 5 Bedrooms > 1800 SF 4 Units
Residential- Penthouse > 1800 SF 6 Units
Hotel - Standard < 750 SF 48 Rooms
Hotel - Park Suites 750 < > 1000 SF 6 Rooms
Hotel - Junior Suites > 1000 SF 6 Rooms
Apartment Hotel- 1 Bed < 800 SF 24 Rooms
Apartment Hotel- 2 Bed 800 < > 1000 SF 54 Rooms
Apartment Hotel- 3 Bed > 1000 SF 12 Rooms
Spa and Fitness 4,847 SF 4,847 SF
Bar/Lounge 1,177 SF 1,177 SF
Restaurant 4,776 SF 4,776 SF
Ballroom/Assembly 9,034 SF 9,034 SF
Office (Admin) 2,161 SF 2,161 SF
Size Units
3 | P a g e
Exhibit 2
Parking Analysis
It should be noted that these rates are based on actual parking demand by the individual land uses.
However, these parking demands do not occur at the same time of the day. Therefore a shared
parking analysis based on the procedures outlined on the ULI Shared Parking, 2nd Edition was
conducted for the project. Attachment 1 also includes the ULI published tables used.
Land Use Sunny Isle Parking
Requirement Rate Total
Parking
Residential- 1 Bedrooms 97 Units 1.5 space / room 1.5 146
Residential- 2 Bedrooms 74 Units 1.5 space / room 1.5 111
Residential- 3 Bedrooms 155 Units 2 space / room 2 310
Residential- 4 Bedrooms 95 Units 2 space / room 2 190
Residential- 5 Bedrooms 4 Units 2 space / room 2 8
Residential- Penthouse 6 Units 2 space / room 2 12
Hotel - Standard 48 Rooms 1 space / room 1 48
Hotel - Park Suites 6 Rooms 1 space / room 1 6
Hotel - Junior Suites 6 Rooms 1 space / room 1 6
Apartment Hotel- 1 Bed 24 Rooms 1 space / room 1 24
Apartment Hotel- 2 Bed 54 Rooms 1.75 space / room 1.75 95
Apartment Hotel- 3 Bed 12 Rooms 2 space / room 2 24
Spa and Fitness 4,847 SF 1 space / 250 SF of GFA 250 20
Bar/Lounge 1,177 SF 1 space / 100 SF of GFA 100 12
Restaurant 4,776 SF 1 space / 100 SF of GFA 100 48
Ballroom/Assembly 9,034 SF 1 space / 200 SF of GFA 200 46
Office (Admin) 2,161 SF 1 space / 300 SF of GFA 300 8
1,114Total Parking Spaces
Units
4 | P a g e
Shared Parking Analysis
Shared parking is the use of parking spaces to serve two or more individual land uses without
conflict or encroachment. The ability to share parking spaces is the result of variations in the
accumulation of vehicles by hour, by day or by season at the individual land uses. The shared
parking principle also accounts for the relationships among the land uses that result in visiting
multiple uses on the same auto trip and the mode of transportation used to reach the site.
The main goal of shared parking is to determine a balance between providing enough parking to
support a development and reducing the excessive area dedicated to parking. Shared parking
analysis was conducted for the project based on the procedures outlined in the Urban Land
Institute (ULI) Shared Parking, 2nd Edition and parking rates provided in the city of Sunny Isles
Beach Code of Ordinances (Article VIII). The hourly distribution analysis was conducted for both,
a typical weekday and a weekend. The results of the analysis show that the highest accumulation
of parking occurs during a typical weekend between 9:00 PM and 10:00 PM. Attachment 2
includes the results of the analysis.
Parking requirements based on the individual land uses were adjusted to account for seasonal
variations, hourly distribution, non-captive ratios and mode adjustments to estimate the actual
number of parking spaces required for the site. It should be noted that the hourly parking demand
distribution for the residential component of the development was assumed to be 100%. In essence
the residential parking spaces were not accounted for in the shared parking calculations. The result
of the shared parking analysis shows that the proposed project requires 1,022 parking spaces to
satisfy the maximum parking requirement. Exhibit 3 shows the results of the analysis.
5 | P a g e
Unadjusted
Parking
Requirement
Month
Adjustment
Late December
Peak Hour
Adjustment
Weekdend at 9 pm
Non-captive
Adjustment Mode Adjustment
Adjusted Parking
Requirement Late
December Weekend
at 9 pm
Residential- 1 Bedrooms1 Resident 146 100% 100% 100% 100% 146
Residential- 2 Bedrooms1 Resident 111 100% 100% 100% 100% 111
Residential- 3 Bedrooms1 Resident 310 100% 100% 100% 100% 310
Residential- 3 Bedrooms1 Resident 190 100% 100% 100% 100% 190
Residential- 5 Bedrooms1 Resident 8 100% 100% 100% 100% 8
Residential- Penthouse1 Resident 12 100% 100% 100% 100% 12
Hotel - Standard Guest
37 100% 95% 100% 95% 34
Employees 11 100% 55% 100% 90% 5
Hotel - Park Suites Guest
5 100% 95% 100% 95% 4
Employees 1 100% 55% 100% 90% 1
Hotel - Junior Suites Guest 5 100% 95% 100% 95% 4
Employees 1 100% 55% 100% 90% 1
Apartment Hotel- 1 Bed Guest
19 100% 95% 100% 95% 17
Employees 5 100% 55% 100% 90% 3
Apartment Hotel- 2 Bed Guest
74 100% 95% 100% 95% 67
Employees 21 100% 55% 100% 90% 10
Apartment Hotel- 3 Bed Guest
19 100% 95% 100% 95% 17
Employees 5 100% 55% 100% 90% 3
Spa and Fitness Customer 19 95% 10% 95% 100% 2
(Health Club) Employees
1 100% 20% 100% 95% 0
Bar/Lounge Customer
12 95% 67% 95% 95% 7
Restaurant Customer
48 95% 67% 95% 95% 28
Ballroom/Assembly Customer 46 100% 100% 95% 95% 42
Office (Admin) Visitors 1 80%0% 100% 100% 0
Employees 7 80%0% 100% 100% 0
TOTAL REQUIRED 1,114 TOTAL REQUIRED WITH SHARED PARKING 1,022
1 Residential hourly parking demand distribution was assumed to be 100%
Land Use
Exhibit 3
Shared Parking Analysis
Required Number of Parking Spaces
6 | P a g e
Parking Management Strategies
The project has developed a Parking Management Plan to ensure an efficient parking system that is
convenient to both commercial uses and residents as well as to protect residential neighborhoods
from spillover parking.
Shared Parking
Shared parking is the use of parking spaces to serve two or more individual land uses. The ability
to share parking spaces is the result of variations in the accumulation of vehicles by hour and by
day at the individual land uses. A shared parking analysis was conducted for this project and the
results are presented above.
Pedestrian / Bicyclist - The project is located in an area conducive to pedestrian and bicycle
activities. The area surrounding the proposed Varadero project has a comprehensive sidewalk
network, signalized intersections with clearly marked crosswalks, and pedestrian signals. This
environment promotes walking and bicycling as a means of transportation and further reduces the
need for off-street parking.
Transit - The area surrounding the project is served by mass transit. There are approximately 4
bus routes in the vicinity of the project; in addition to the Sunny Isles Beach Community Shuttle.
The use of mass transit is another effective way to reduce the need for off-street parking.
In addition, there are other parking management strategies that could have a significant impact on
the reduction of off-street parking. The proposed project will consider using the following
strategies to improve the efficiency of the parking areas and reduce the parking demand:
• Provide tandem parking for valet use.
• Encourage businesses to implement commuter trip reduction programs for their employees.
• Provide information to residents, employees and visitors about transit, ridesharing and
bicycle facilities options.
Attachment 1
8/7/2015 Sunny Isles Beach, FL Code of Ordinances
about:blank 8/20
Townhouse 2 parking spaces per unit
Multifamily dwelling 1.5 parking spaces per unit except that a unit with the size
of 1,800 square feet or greater shall be required to provide
2 parking spaces per unit (Ord. No. 2012-383, § 2, 2-16-
2012)
For 20 units or more guest parking must be provided equal
to a minimum of 5% of the required spaces for buildings
without valet parking
Dormitories, sororities,
fraternities
1 parking space per bed
Apartment-hotels 1 parking space per each efficiency or 1-bedroom unit
1 ¾ parking spaces per each 2-bedroom unit
2 parking spaces per each 3- or more bedroom unit
1 additional space for units with "lockout" bedrooms
Hotels 1 parking space per each room or suite
Hotels in the MU-R District 1 parking space per each room or suite plus 1 space per
every 100 square foot of restaurant, lounge, nightclub, or
similar establishment dispensing food and/or beverages
Hotels in the B-2 District 1 parking space per each room or suite plus 50% of the
requirements of this chapter for ancillary retail and service
sues within the hotel without ground level window
exposure and/or exterior entrances facing the street
1 parking space per each room or suite plus 35% of the
requirements of this chapter for ancillary retail and service
sues within the hotel and with ground level window
exposure and/or exterior entrances facing the street
Adult retirement
communities
1 parking space per each dwelling unit plus 1 space for
each employee on the day shift
Assisted-living facilities,
nursing homes
1/2 parking space per bed plus 1 space for each employee
on the day shift
8/7/2015 Sunny Isles Beach, FL Code of Ordinances
about:blank 9/20
Extended or long-term living
facilities, hospices
1/2 parking space per bed plus 1 space for each employee
on the day shift
Minimum Parking Spaces Required
Nonresidential: Amusement and Recreational Facilities
Use Number of Spaces
Amusement center, general 1 space per 200 square feet of GFA
Arenas and stadiums 1 space per 4 seats or 1 space per 200 square feet of GFA
Baseball/softball diamonds 20 spaces per diamond
Auditorium 1 space per 4 seats or 1 space per 200 square feet GFA,
whichever is greater
Batting cages 2 spaces per cage
Billboard/pool center 1 space per 150 square feet GFA
Bowling center 4 spaces per lane plus additional parking according to this
chapter for any restaurant, lounge or retail component
Cinema/movie theater 1 space per 4 seats
Community centers
(nongovernmental)
1 space 250 square feet GFA
Outdoor courts (tennis,
racquetball, handball, etc.)
3 spaces per court
Dance hall 1 space per 4 seats or 1 space per 200 square feet of GFA,
whichever is greater
Dance school 1 space per 200 square feet of GFA
Indoor court facility 4 spaces per court plus additional parking according to this
chapter for any spa, restaurant, lounge or retail component
Commercial marinas 5 spaces, plus 1 space for every 2 slips, plus 1 space for
each 10 dry-storage spaces, plus 1 space for each 350
16 []
8/7/2015 Sunny Isles Beach, FL Code of Ordinances
about:blank 11/20
Post offices 1 space per 100 square feet of area accessible to the public
Elementary & middle
schools
5 spaces plus 1 space per classroom or 1 space per 10
seats of the largest assembly room, whichever is larger
Nursery schools 5 spaces plus one per employee or 1 space per 400 square
feet of GFA, whichever is greater
Secondary schools 10 spaces plus 1 space per classroom, plus 1 space for
each 5 students or 1 space per 10 seats of largest assembly
room, whichever is greater
Minimum Parking Spaces Required
Nonresidential: Light Manufacturing and Warehousing Use
Use Number of Spaces
Building supplies 1 space per 400 square feet GFA
Contractor shops (general,
electrical, plumbing, roofing,
a/c)
1 space per 400 square feet GFA
Marine supplies 1 space per 500 square feet GFA
Medical supplies 1 space per 500 square feet GFA
Research and testing labs 1 space per 500 square feet GFA
Self-storage warehouses 1 space per 500 square feet GFA plus 1 space per 300 GFA
for any office component
Minimum Parking Spaces Required
Nonresidential: Offices, Medical and Professional
Use Number of Spaces
Business and professional
offices
1 space per 300 square feet GFA
Attachment 2
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VARADEROTraffic Study
DAVID PLUMMER
& ASSOCIATES
DAVID PLUMMER
& ASSOCIATES
Varadero
Traffic Study
Page i
TABLE OF CONTENTS
Page
List of Exhibits ................................................................................................................................ ii
EXECUTIVE SUMMARY .......................................................................................................... iii
1.0 INTRODUCTION ............................................................................................................. 1
1.1 Project Background ................................................................................................. 1
1.2 Study Objective ....................................................................................................... 1
1.3 Study Area and Methodology .................................................................................. 1
1.4 Project Site Information .......................................................................................... 6
2.0 EXISTING CONDITIONS ............................................................................................... 7
2.1 Roadway Characteristics ......................................................................................... 7
2.2 Traffic Counts .......................................................................................................... 8
2.3 Intersection Data ...................................................................................................... 8
2.4 Intersection Capacity Analysis ................................................................................ 8
3.0 PLANNED AND PROGRAMMED ROADWAY IMPROVEMENTS ...................... 12
4.0 FUTURE TRAFFIC CONDITIONS ............................................................................. 13
4.1 Background Traffic and Committed Developments .............................................. 13
4.2 Future Without Project Intersection Analysis ....................................................... 14
4.3 Project Trip Generation ......................................................................................... 16
4.4 Project Trip Assignment ....................................................................................... 18
4.5 Future With Project Intersection Capacity Analysis ............................................. 20
5.0 QUEUING ANALYSIS ................................................................................................... 23
5.1 Valet Drop-off / Pick-up Area ............................................................................... 23
6.0 CONCLUSIONS .............................................................................................................. 31
Appendix A: Site Plan
Appendix B: Traffic Data Collection
Appendix C: Intersection Capacity Analysis Worksheets
Appendix D: Background Growth Rate Documentation
Appendix E: Committed Development Information
Appendix F: Site Trip Generation
Appendix G: Queuing Documentation
Varadero
Traffic Study
Page ii
LIST OF EXHIBITS
Exhibit Page
1 Location Map ....................................................................................................................... 2
2 Existing Peak Hour Traffic Volumes .................................................................................. 9
3 Existing Lane Configurations ............................................................................................ 10
4 Existing Intersection Capacity Analysis ............................................................................ 11
5 Committed Development Trip Generation ........................................................................ 13
6 Future without Project Intersection Capacity Analysis ..................................................... 14
7 Future without Project Peak Hour Traffic Volumes .......................................................... 15
8 Project Trip Generation Summary ..................................................................................... 16
9 Cardinal Distribution ......................................................................................................... 18
10 Project Trip Distribution .................................................................................................... 19
11 Future with Project Peak Hour Traffic Volumes ............................................................... 21
12 Future with Project Intersection Capacity Analysis .......................................................... 22
13 Project Trip Generation – PM Peak Hour ......................................................................... 23
14 Valet Processing Rate – Station 1 ..................................................................................... 25
14A Queue Calculations – Station 1 ......................................................................................... 26
15 Valet Processing Rate – Station 2 ..................................................................................... 27
15A Queue Calculations – Station 2 ......................................................................................... 28
16 Valet Processing Rate – Station 3 ..................................................................................... 29
16A Queue Calculations – Station 3 ......................................................................................... 30
Varadero
Traffic Study
Page iii
EXECUTIVE SUMMARY
The Varadero project will be located at 18801 Collins Avenue in Sunny Isles Beach, Florida.
The project proposes 431 residential condominium units, 90 condo-hotel units, 60 hotel rooms, a
1,177 SF lobby lounge, a 4,776 SF restaurant, a 4,776 SF gym/spa, and 2,161 SF of office space,
replacing 349 hotel/condo-hotel units. The main access to the project will be through a two-way
driveway located at the east leg of the unsignalized intersection of Collins Avenue and 188th
Block. A second two-way driveway north of the main entrance will be provided also accessing
Collins Avenue. A third two-way driveway located at the north end of the project will also
access Collins Avenue. For the purpose of this traffic analysis, project build-out is anticipated by
2017.
An assessment of the traffic impacts associated with the Varadero project was performed. All of
the analyzed intersections currently operate, and will continue to operate within the City’s
adopted LOS standards. As with existing and future without project conditions, the minor
approaches and southbound left movement at the Collins Avenue / 186th Street and Collins
Avenue / 188th Block intersections are projected to operate at low levels of service and
experiencing some delay. This is due to the fact that for un-signalized intersections the software
tends to overestimate delay measurements for the minor approaches and does not account for
gaps in traffic created by the upstream signalized intersections to allow the minor street traffic
flow. If the minor approach delays do reach the software estimates, observed behavior shows
drivers will find alternate routes.
An assessment of circulation as it relates to the valet services during the PM peak hour was
performed. The queuing analysis shows that the anticipated queue at the designated valet drop-
off / pick-up areas during the typical PM peak traffic conditions can be accommodated within the
project site at each of the three proposed stations.
Varadero
Traffic Study
Page 1
1.0 INTRODUCTION
1.1 Project Background
The Varadero project will be located at 18801 Collins Avenue in Sunny Isles Beach, Florida (see
Exhibit 1). The project proposes 431 residential condominium units, 90 condo-hotel units, 60 hotel
rooms, a 1,177 SF lobby lounge, a 4,776 SF restaurant, a 4,776 SF gym/spa, and 2,161 SF of
office space, replacing 349 hotel/condo-hotel units. The main access to the project will be through
a two-way driveway located at the east leg of the unsignalized intersection of Collins Avenue and
188th Block. A second two-way driveway north of the main entrance will be provided also
accessing Collins Avenue. A third two-way driveway located at the north end of the project will
also access Collins Avenue. The project site plan is included in Appendix A. For the purpose of
this traffic analysis, project build-out is anticipated by 2017.
1.2 Study Objective
The proposed project is currently applying for development approval with the city of Sunny Isles
Beach. The purpose of this study is to assess the traffic impacts associated with the proposed uses.
1.3 Study Area and Methodology
The proposed methodology is outlined below:
Study Area
The study area for the project will include the following intersections:
• Collins Avenue / 189th Street
• Collins Avenue / 188th Block
• Collins Avenue / 186th Street
• Collins Avenue / 185th Street
• Collins Avenue / William Lehman Causeway (SR856)
DAVID PLUMMER & ASSOCIATES | Project No. 15158 | November 2015
Project Location
p.2
Exhibit 1
Location Map
189TH STREET
188TH BLOCK
186TH STREET
185TH STREET
CO
L
L
I
N
S
A
V
E
N
U
E
WILLIAM LEHMAN CAUSEWAY
Varadero
Traffic Study
Page 3
Analysis Scenarios
The analysis scenarios for this study are as follows:
• Existing year
• Project build-out year (2017) without project trips (background traffic)
• Project build-out year (2017) with project trips (total traffic)
Data Collection
• Vehicle turning movement counts were collected during the AM (7– 9) and PM (4 – 6)
peak hour conditions of a regular weekday.
• Collected counts were adjusted to reflect AM and PM peak hour peak season conditions
for the intersection analysis. The traffic volumes were adjusted by applying the
corresponding peak season conversion factors obtained from the latest Florida Department
of Transportation (FDOT) Peak Season Factor Category Report.
• Field reviews were performed to obtain existing physical and operating characteristics of
the roadway network within the study area. Data to be acquired will include the number
and type of traffic lanes, intersection geometrics, signal timings, speed limit information,
and other appropriate physical and operating characteristics.
• Roadway improvements included within the first three years of the five‐year FDOT
Work Program or roadway improvements identified by the city of Sunny Isles Beach were
assumed as committed for analysis purposes.
Existing Conditions Intersection Capacity Analysis
• Intersection capacity analyses were evaluated for the study area intersections using the
Synchro software. All input files will be provided for review purposes.
Varadero
Traffic Study
Page 4
Future Conditions Intersection Analysis – Background Traffic Conditions
• Future background traffic volumes were determined by applying a compound growth rate
to existing volumes and adding committed development traffic. The growth rate was
calculated based on a review of historical volumes obtained from FDOT and Miami-Dade
County. If the historical growth rate is calculated to be less than 0.5 percent, 0.5 percent
annual growth will be used for analysis purposes.
• Committed development information was provided by the city of Sunny Isles Beach.
• Intersection capacity analyses were evaluated using the Synchro software. Signal timings
were optimized for future conditions analyses.
Project Trip Generation
Using information contained in the Institute of Transportation Engineer’s (ITE) Trip Generation
Manual, 9th Edition, trips associated with the proposed development were estimated. Pass‐by
capture and internal capture were established based on the ITE, Trip Generation Manual, Users
Guide and Handbook, 9th Edition. Exiting Land Use size will be verified with the city. ITE
regression equation for the existing and proposed uses will be used if either the data plot has 20
points or R2 ≥ 0.75.
Project Trip Distribution
Net new external project traffic was assigned to the adjacent street network by assuming that 50%
of the project traffic will come to/from the north and 50% to/from the south. Normal traffic
patterns were also considered when assigning project trips.
Varadero
Traffic Study
Page 5
Future Conditions Intersection Analysis – Total Traffic Conditions
• Future total traffic volumes were determined by summing project trips and background
traffic volumes.
• Intersection capacity analyses were evaluated using the Synchro software. Access
driveways were included as part of the LOS analysis .Signal timings may be optimized for
future conditions analyses.
• For intersections that fail to operate at an acceptable level of service, improvements will be
recommended to mitigate the impacts of project trips from the proposed development. The
improvements are intended to mitigate project traffic impacts, the improvements will not
necessarily result in the intersection operating at an acceptable level of service.
Queuing Analysis
The potential queue at the projects’ drop-off areas was calculated based on the peak hour traffic
published by ITE’s Trip Generation, Ninth Edition. The project trip generation for the PM peak
hour (the critical inbound hour) was used for the analysis. A processing rate was used for valet
operations. Arrival flow rate from the traffic distribution were converted to a random distribution
using the Poisson formula (if applicable). The queuing analysis was based on the ITE’s
Transportation and Land Development publication – using Poisson arrivals and negative
exponential service time.
Varadero
Traffic Study
Page 6
1.4 Project Site Information
The Varadero project will be located at 18801 Collins Avenue in Sunny Isles Beach, Florida. The
project proposes 431 residential condominium units, 90 condo-hotel units, 60 hotel rooms, a 1,177
SF lobby lounge, a 4,776 SF restaurant, a 4,776 SF gym/spa, and 2,161 SF of office space,
replacing 349 hotel/condo-hotel units. The main access to the project will be through a two-way
driveway located at the east leg of the unsignalized intersection of Collins Avenue and 188th
Block. This driveway will provide access to the parking garage level as well as to the drop-off /
pick-up level (valet station 2 & station 3). A second two-way driveway north of the main entrance
will also be accessing Collins Avenue; providing access to parking garage only. A third two-way
driveway located at the north end of the project will also access Collins Avenue. This driveway
will provide access to the parking garage level as well as to the drop-off / pick-up level (valet
station 1). Three separate valet drop-off / pick-up stations will be provided for the convenience of
patrons. The valet drop-off / pick-up stations will be located at each proposed residential lobby
and at the hotel lobby. The project site plan is included in Appendix A.
Varadero
Traffic Study
Page 7
2.0 EXISTING CONDITIONS
Data collection for this study included roadway characteristics, intersection traffic counts, signal
timing, and seasonal adjustment factors. The data collection effort is described in the following
sections.
2.1 Roadway Characteristics
Collins Avenue
Collins Avenue (SR AIA) is a major arterial that provides north/south access all along the city of
Sunny Isles Beach. Within the project vicinity, Collins Avenue is a six-lane divided two-way
roadway. The posted speed limit is 35 mph. There is no on-street parking on Collins Avenue
within the study area. FDOT has jurisdiction over Collins Avenue.
185th Street
185th Street is a local roadway that runs east/west between the intra-costal waterway and Collins
Avenue. The roadway is a two-lane two-way undivided local road. The city of Sunny Isles Beach
has jurisdiction over 185th Street. The posted speed limit is 20 mph.
186th Street
186th Street is a local roadway that runs east/west between the intra-costal waterway and Collins
Avenue. The roadway is a two-lane two-way undivided local road. The city of Sunny Isles Beach
has jurisdiction over 186th Street. The posted speed limit is 20 mph.
189th Street
189th Street is a local roadway that runs east/west the intra-costal waterway and Collins Avenue.
The roadway is a two-lane two-way undivided local road. The city of Sunny Isles Beach has
jurisdiction over 189th Street. The posted speed limit is 20 mph.
William Lehman Causeway (SR856)
William Lehamn Causeway is a state own road that runs east/west between mainland Miami-Dade
County, over the intra-costal waterway and it terminates at Collins Avenue. The roadway is an
six-lane two-way divided roadway. The posted speed limit is 45 mph for this segment.
Varadero
Traffic Study
Page 8
2.2 Traffic Counts
Peak hour vehicle turning movement counts were collected on May 27, 2015 between 7:00 and
9:00 AM and between 4:00 and 6:00 PM. The latest weekly volume adjustment factors were
obtained from FDOT. A peak season conversion factor (PSCF) of 1.03 (for Miami-Dade County
North) corresponding to the date of the counts was used to adjust the raw traffic counts to peak
season conditions. The counts are provided in Appendix B. Existing volumes at the intersections
are graphically portrayed in Exhibit 2.
2.3 Intersection Data
Existing signal phasing and timing for all the intersections were obtained from Miami-Dade
County. This information was used for the signal phasing and timing required for the intersection
capacity analysis and can be seen in Appendix B. A field survey was conducted to obtain the
intersection lane configurations to be used in the intersection analysis. Exhibit 3 shows the
existing lane configurations at the analyzed intersections.
2.4 Intersection Capacity Analysis
The Synchro software was used to perform intersection capacity analysis at the analyzed
intersections. Synchro is a macroscopic analysis and optimization software application that
implements the Intersection Capacity Utilization method for determining intersection capacity.
Synchro also supports the Highway Capacity Manual’s methodology for signalized / un-signalized
intersections. Exhibit 4 shows the resulting LOS for existing weekday AM and PM peak hour
conditions. The analysis indicates that the overall operations of all the intersections analyzed
currently operate within the City’s LOS standards. However, minor approaches and southbound
left movement at the Collins Avenue / 186th Street and Collins Avenue / 188th Block intersections
are currently operating at low levels of service and experiencing some delay. This is due to the fact
that for un-signalized intersections the software tends to overestimate delay measurements for the
minor approaches and does not account for gaps in traffic created by the upstream signalized
intersections to allow the minor street traffic flow. If the minor approach delays do reach the
software estimates, observed behavior shows drivers will find alternate routes. Intersection
capacity analysis worksheets are included in Appendix C.
Project Location
p.9
Exhibit 2
Existing Peak Hour Traffic Volumes
SR 856 Ramp
00 AM(00) PM
Co
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l
i
n
s
A
v
e
n
u
e
189th Street
186th Street Driveway
185th Street Driveway
188th Block
A1
A
11
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11
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)
83
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8
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18
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)
32
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18
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8
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)
43 (42)
12
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)
0
(
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)
17
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)
17
9
6
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8
2
5
)
1
(
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)
74
(
8
9
)
3 (5)
0 (0)
1 (0)
0 (1)
0 (0)
2 (10)
2
(
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8
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)
12
4
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9
9
)
14
(
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14
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18
0
5
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8
3
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6
(
6
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16
(
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)
16 (15)
0 (0)
7 (4)
4 (5)
9 (12)
28
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)
47
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12
3
7
(
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8
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6
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21
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)
17
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6
(
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)
6 (16)
1 (3)
4 (8)
28 (72)
49 (69)
42
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)
43
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)
14
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)
86
3
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)
13
(
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)
5 (8)
18 (15)
291 (492)
William Lehman Causeway(SR 856)
Driveway
DAVID PLUMMER & ASSOCIATES | Project No. 15158 | November 2015
Project Location
p.10
Exhibit 3
Existing Lane Configurations
SR 856 Ramp
W
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William Lehman Causeway(SR 856)
Co
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189th Street
186th Street Driveway
185th Street Driveway
188th Block Driveway
S
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1
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A1
A
DAVID PLUMMER & ASSOCIATES | Project No. 15158 | November 2015
Varadero
Traffic Study
Page 11
Exhibit 4
Existing Intersection Capacity Analysis
Weekday AM and PM Peak Hour Conditions
Intersection Signalized/
Unsignalized Direction AM Peak
LOS
PM Peak
LOS
Collins Avenue / William Lehman
Causeway (SR856)
S
NB
SB
EB
WB
Overall
A
A
D
C
B
B
B
E
D
C
Collins Avenue / 189th Street S
SB
EB
WB (NBL)
Overall
A
C
C
A
A
B
C
A
Collins Avenue / 188th Block U EB
WB
C
D
E
D
Collins Avenue / 186th Street U EB
WB
F
E
F
F
Collins Avenue / 185th Street S
NB
SB
EB
WB
Overall
A
A
B
C
A
A
B
C
C
B
Source: David Plummer & Associates
Varadero
Traffic Study
Page 12
3.0 PLANNED AND PROGRAMMED
ROADWAY IMPROVEMENTS
The 2015 Miami-Dade County Transportation Improvement Program (TIP) and the 2040 Long
Range Transportation Program (LRTP) were reviewed to identify any programmed project within
the limits of the study area established. There are no capacity improvements identified in either
document in this area.
Varadero
Traffic Study
Page 13
4.0 FUTURE TRAFFIC CONDITIONS
4.1 Background Traffic and Committed Developments
Historic Average Daily Traffic (ADT) counts published by FDOT were reviewed to determine
historic growth in the area. This analysis, provided in Appendix D, indicated that traffic has
generally grown at a 0.5% yearly growth rate in this area.
The Regalia, Atlantic 15, Porsche Design Tower, Turnberry Ocean Club, Publix, Dezer Office
Tower, Palazzo Di Aqualina, and Mansions at Acqualina have recently received city approval in
the general area of the project. Traffic associated with these projects was included as committed
and was estimated using trip generation rates and/or equations published by the Institute of
Transportation Engineers. A summary of the trips associated with these developments is provided
in Exhibit 5. Trip generation worksheets are provided in Appendix E.
Exhibit 5
Committed Development Trip Generation
Development Intensity AM Peak Hour PM Peak Hour
In Out Total In Out Total
Regalia 40 DUs Condominium 4 21 25 19 9 28
Atlantic 15
15 DUs Single Family
Residential
5 15 20 12 7 19
Porsche Design 132 DUs Condominium 11 53 64 51 24 75
Turnberry Ocean Club 154 DUs Condominium 9 43 52 37 22 59
Publix 53,558 SF Supermarket 113 69 182 259 249 508
Dezer Office Tower
132,250 SF Office
10,000 SF Med Office
4,000 SF Bank
257 55 312 97 262 359
Palazzo Di Acqualina
265 DUs Condominium
5,000 SF Quality Restaurant
19 94 113 115 56 171
Mansions at Acqualina 85 DUs Condominium 8 38 46 35 17 52
Source: David Plummer & Associates
Varadero
Traffic Study
Page 14
4.2 Future without Project Intersection Capacity Analysis
Future without project turning movement volumes were obtained by applying two years of
background growth to existing conditions and adding the traffic associated with committed
development. Exhibit 6 shows the resulting LOS for the analyzed intersections. As with existing
conditions, the minor approaches and southbound left movements at the Collins Avenue / 186th
Street and Collins Avenue / 188th Block intersections continue operating at low levels of service
and experiencing some delay. Exhibit 7 shows the projected peak hour turning movements for
weekday AM and PM peak hour conditions without project. Intersection capacity worksheets are
included in Appendix C.
Exhibit 6
Future without Project Intersection LOS Analysis
Weekday AM and PM Peak Hour Conditions
Intersection Signalized/
Unsignalized Direction AM Peak
LOS
PM Peak
LOS
Collins Avenue / William Lehman
Causeway (SR856)
S
NB
SB
EB
WB
Overall
A
A
D
C
B
B
B
E
D
C
Collins Avenue / 189th Street S
SB
EB
WB (NBL)
Overall
A
C
C
A
A
C
D
A
Collins Avenue / 188th Block U EB
WB
C
E
F
E
Collins Avenue / 186th Street U EB
WB
F
F
F
F
Collins Avenue / 185th Street S
NB
SB
EB
WB
Overall
A
A
C
C
A
B
B
D
D
B
Source: David Plummer & Associates
Project Location
p.15
Exhibit 7
Future Without Project Peak Hour Traffic Volumes
SR 856 Ramp
00 AM(00) PM
Co
l
l
i
n
s
A
v
e
n
u
e
189th Street
186th Street Driveway
185th Street Driveway
188th Block
A1
A
14
(
3
6
)
11
(
1
2
)
10
2
7
(
1
6
1
6
)
45
8
(
1
0
4
4
)
18
(
3
6
)
35
(
4
9
)
20
9
2
(
2
1
9
2
)
43 (42)
14
3
8
(
2
6
3
4
)
0
(
2
)
17
(
3
3
)
20
3
3
(
2
1
3
6
)
9
(
5
)
75
(
9
0
)
3 (5)
0 (0)
1 (0)
0 (1)
0 (0)
2 (10)
2
(
7
)
33
(
4
0
)
14
5
9
(
2
5
9
8
)
14
(
1
2
)
14
(
6
)
20
6
3
(
2
1
5
9
)
6
(
6
)
16
(
3
1
)
16 (15)
0 (0)
7 (4)
4 (5)
15 (25)
28
(
2
3
)
47
(
5
6
)
13
9
3
(
2
5
5
8
)
6
(
3
)
21
(
6
)
20
5
5
(
2
1
2
3
)
11
(
3
0
)
6 (16)
1 (3)
4 (8)
28 (73)
49 (70)
43
(
4
9
)
51
9
(
1
1
4
6
)
14
(
1
7
)
96
4
(
9
7
3
)
13
(
2
2
)
5 (8)
18 (15)
294 (497)
William Lehman Causeway(SR 856)
Driveway
DAVID PLUMMER & ASSOCIATES | Project No. 15158 | November 2015
Varadero
Traffic Study
Page 16
4.3 Project Trip Generation
Trip generation for the proposed project was estimated using the Institute of Transportation
Engineers (ITE) Trip Generation, 9th Edition. This manual provides gross trip generation rates
and/or equations by land use type. These rates and equations estimate vehicle trip ends at a free-
standing site’s driveways. The project trip generation summary is provided in Exhibit 8. The ITE
trip generation worksheet is provided in Appendix F.
Exhibit 8
Project Trip Generation Summary
Proposed ITE Land Use
Designation1 Size/Units
AM Peak Hour
Vehicle Trips
PM Peak Hour
Vehicle Trips
In Out Total In Out Total
High Rise Residential Condominium
(Land Use 232) 431 DU 29 125 154 100 62 162
Residential Condominium
(Land Use 230) 90 DU 8 39 47 37 18 55
Hotel
(Land Use 310) 60 Rooms 19 13 32 19 17 36
Drinking Place
(Land Use 925) 1,177 SF 0 0 0 9 4 13
Quality Restaurant
(Land Use 931)
4,776 SF 0 0 0 24 12 36
Health / Fitness Club
(Land Use 492) 4,847 SF 3 4 7 10 7 17
General Office
(Land Use 710)
2,161 SF 3 0 3 1 2 3
Subtotal Gross Trips 62 181 243 200 122 322
Transit / Pedestrian 10% -5 -18 -23 -20 -12 -32
Internalization2 AM 1.8%
PM 17.9% -2 -2 -4 -26 -26 -52
Pass-By Trips (Restaurant Only) 2 PM 44% 0 0 0 -11 -5 -16
Net External Trips (Proposed) 55 161 216 143
79 222
Varadero
Traffic Study
Page 17
Exhibit 8 (continued)
Project Trip Generation Summary
Existing ITE Land Use
Designation1 Size/Units
AM Peak Hour
Vehicle Trips
PM Peak Hour
Vehicle Trips
In Out Total In Out Total
Hotel
(Land Use 310) 244 DU 76 53 129 76 70 146
Residential Condominium
(Land Use 230) 105 DU 9 45 54 42 21 63
Subtotal Gross Trips 85 98 183 118 91 209
Transit / Pedestrian 10% -8 -10 -18 -12 -9 -21
Net External Trips (Existing) 77 88 165 106 82 188
Proposed Uses 55 161 216 144 78 222
Existing Uses -77 -88 -165 -106 -82 -188
Net New External Trips -22 73 51 38 -4 34
1 Based on ITE Trip Generation Manual, Ninth Edition,
2 Based on ITE Trip Generation Manual User’s Guide and Handbook, Ninth Edition,
Varadero
Traffic Study
Page 18
4.4 Project Trip Assignment
Project traffic was distributed and assigned to the study area using the Cardinal Distribution for
TAZ 587 shown in Exhibit 9. The Cardinal Distribution gives a generalized distribution of trips
from a TAZ to other parts of Miami-Dade County. For estimating trip distribution for the project
traffic, consideration was given to conditions such as the roadway network accessed by the project
traffic, roadways available to travel in the desired direction, and attractiveness of traveling on a
specific roadway. The project trip distribution is graphically portrayed in Exhibits 10.
Exhibit 9
Cardinal Distribution (TAZ 587)
Direction Distribution
NNE 7.66%
ENE 4.47%
ESE 0.05%
SSE 1.54%
SSW 3.90%
WSW 24.98%
WNW 32.64%
NNW 24.74%
Total 100.00%
Source: Miami- Dade Long Range Transportation Plan
Project Location
OutboundInbound
p.19
Exhibit 10
Project Trip Distribution
SR 856 Ramp
Co
l
l
i
n
s
A
v
e
n
u
e
189th Street
186th Street Driveway
185th Street Driveway
188th Block
A1
A
25
%
50
%
50
%
25
%
2
5
%
25
%
50
%
50
%
50
%
25%
10
%
40
%
25
%
25
%
40
%
10
%
20
%
10%
40%
50%
William Lehman Causeway(SR 856)
Driveway
DAVID PLUMMER & ASSOCIATES | Project No. 15158 | November 2015
Varadero
Traffic Study
Page 20
4.5 Future with Project Intersection Capacity Analysis
Future background traffic and traffic projections for the project were combined to obtain future
traffic with project at the analyzed intersections. Exhibit 11 shows the projected turning movement
volumes. Exhibit 12 shows the resulting LOS for the weekday AM and PM peak hour conditions
for future with the project. The analysis of future with project conditions show that the overall
operations of all the intersections analyzed will operate within the City’s LOS standards. As with
existing and future without project conditions, the minor approaches and southbound left
movement at the Collins Avenue / 186th Street and Collins Avenue / 188th Block intersections are
projected to operate at low levels of service and experiencing some delay. As previously
mentioned, this is due to the fact that for un-signalized intersections the software tends to
overestimate delay measurements for the minor approaches and does not account for gaps in
traffic created by the upstream signalized intersections to allow the minor street traffic flow. If the
minor approach delays do reach the software estimates, observed behavior shows drivers will find
alternate routes. Intersection capacity analysis worksheets are included in Appendix C.
Project Location
p.21
Exhibit 11
Future With Project Peak Hour Traffic Volumes
SR 856 Ramp
00 AM(00) PM
Co
l
l
i
n
s
A
v
e
n
u
e
189th Street
186th Street Driveway
185th Street Driveway
188th Block
A1
A
5
(
2
8
)
11
(
1
2
)
10
4
1
(
1
6
1
1
)
48
0
(
1
0
4
7
)
18
(
3
6
)
35
(
4
9
)
20
8
1
(
2
2
1
1
)
43 (42)
14
0
5
(
2
5
9
6
)
22
(
6
0
)
17
(
3
3
)
20
1
6
(
2
1
2
0
)
31
(
6
2
)
42
(
5
1
)
75 (36)
0 (0)
39 (7)
0 (1)
0 (0)
2 (10)
2
(
7
)
33
(
4
0
)
14
4
8
(
2
6
1
7
)
14
(
1
2
)
14
(
6
)
21
0
0
(
2
1
5
7
)
6
(
6
)
16
(
3
1
)
16 (15)
0 (0)
7 (4)
4 (5)
15 (25)
28
(
2
3
)
47
(
5
6
)
13
8
2
(
2
5
7
7
)
6
(
3
)
21
(
6
)
20
9
2
(
2
1
2
1
)
11
(
3
0
)
6 (16)
1 (3)
4 (8)
28 (73)
49 (70)
43
(
4
9
)
54
1
(
1
1
4
9
)
14
(
1
7
)
96
3
(
9
8
7
)
13
(
2
2
)
5 (8)
18 (15)
294 (497)
William Lehman Causeway(SR 856)
Driveway
DAVID PLUMMER & ASSOCIATES | Project No. 15158 | November 2015
Varadero
Traffic Study
Page 22
Exhibit 12
Future with Project Intersection Capacity Analysis
Weekday AM and PM Peak Hour Conditions
Intersection Signalized/
Unsignalized Direction AM Peak
LOS
PM Peak
LOS
LOS
Standard
Collins Avenue / William
Lehman Causeway (SR856)
S
NB
SB
EB
WB
Overall
A
A
D
C
B
B
B
E
D
C
E+20
E+20
E
E
N/A
Collins Avenue / 189th Street S
SB
EB
WB
Overall
A
C
B
A
A
D
C
A
E+20
E+20
E
E
N/A
Collins Avenue / 188th Block /
South Project Driveway U EB
WB
C
F
F
F
N/A
N/A
Collins Avenue / 186th Street U EB
WB
F
F
F
F
E
N/A
Collins Avenue / 185th Street S
NB
SB
EB
WB
Overall
A
A
C
C
A
B
B
D
D
B
E+20
E+20
E
N/A
N/A
Collins Avenue / North Project
Driveway
U WB B B N/A
Source: David Plummer & Associates
Varadero
Traffic Study
Page 23
5.0 QUEUING ANALYSIS
5.1 Valet Drop-Off/ Pick-Up Area
The queuing analysis was performed based on the methodology outlined in the Institute of
Transportation Engineers (ITE) Transportation and Land Development. The analysis was
performed to determine the number of valet parking attendants required during the peak period of
a regular weekday so that the queue does not extend past the entrance (95% confidence level
analysis). The potential queue at the drop-off area of the valet operations was calculated based on
the peak hour traffic published by the Institute of Transportation Engineers (ITE) trip generation
rates and/or equations for the proposed development plan. Three separate valet drop-off / pick-up
stations will be located at each proposed residential lobby and at the hotel lobby. Project trips were
distributed based on the number of unit assigned to each drop-off / pick-up area. Exhibit 13
provides the total project trip generation for each drop-off / pick-up area during the weekday PM
peak hour conditions (worst case scenario).
Exhibit 13
Varadero Trip Generation - PM Peak Hour
Drop-off
/ Pick-up
Area
Station #
ITE Land Use Designation ITE Land
Use Code
Number of
Units
PM Peak Hour
Vehicle Trips
In Out Total
1 High Rise Residential Condominium LU 232 137 DUs 32 20 52
1 Health / Fitness Club LU 492 4,847 SF 10 7 17
2 Hotel LU 310 60 Rooms 19 17 36
2 Drinking Place LU 925 1,177 SF 9 4 13
2 Quality Restaurant LU 931 4,776 SF 24 12 36
2 Residential Condominium LU 230 90 DUs 37 18 55
3 High Rise Residential Condominium LU 232 294 DUs 68 42 110
3 General Office LU 710 2,161 SF 1 2 3
Gross Trips (Proposed) 200 122 322
Source: ITE Trip Generation Manual, 9th Edition
Varadero
Traffic Study
Page 24
The queuing analysis for each tower used the single-channel waiting line model with Poisson
arrivals and exponential service times. The analysis is based on the coefficient of utilization (ρ)
which is the ratio of the average arrival rate of vehicles to the average service rate.
=
The average service rate corresponds to the time it will take a valet parking attendant to park or
retrieve a vehicle. If the coefficient of utilization is greater than 1, then the calculation will yield
an infinite queue length.
The required queue storage (M) is determined using the following equation:
=
ln >
− ln ln − 1
In this equation, P(x > M) is set at 5% to yield a 95% confidence that the queue will not back-up
onto the adjacent street.
Parking for the development will be all valet except for 85 assigned residential parking spaces that
will be self parking. The self parking represents 11% of the parking spaces provided for the
residential component therefore a deduction was taken to account for the project trips (residential
only) not using valet. An overall 10% deduction was applied to account for transit/ pedestrian
trips. Valet will use tandem, double mechanical, and triple mechanical parking located on the
basement level.
Since the driving distance differs for valet for inbound/outbound access, a weighted average of the
inbound and outbound driving time was used. The weighted average was based on the trip
generation in/out distribution, which was 62% IN and 38% OUT.
Varadero
Traffic Study
Page 25
The processing rate was calculated by adding the time it will take a valet attendant to process the
vehicles (processing time), the time it will take him to drive to the parking space (driving time)
the time it will take him to maneuver stacked vehicles and mechanical lift in order to park or
retrieve a vehicle (mechanical lift time and park processing time), and the time it will take him to
walk to/from the parking area (walking time). A processing time of 51 seconds per vehicle was
used in the analysis. This information is based on data collected on a hotel in Miami Beach (see
Appendix G). The driving time for the valet attendant was calculated on a conservative speed of
10 mph, and the walking time for the valet attendant was calculated on a jogging speed of 6ft/sec.
The mechanical lift time has a process time of 30 seconds per platform lift. This timing was
tripled to assume that every vehicle would need to wait for the lift to come from the most
suspended position in order to load. The calculations for the Station 1 are presented in Exhibit 14.
Exhibit 14
Station 1- Residential Lobby
Valet Processing Rate
Inbound Valet Time
Processing time: 51 sec / 60 sec / 1 min = 0.85 min
Driving time (most distant space): 1068 ft * 1 mile/5280 ft * 1hr/10 miles * 60 min/hr =1.21 min
Mechanical Lift Processing Time: 30 sec/lift * 3 lift * 1 min/60 sec = 1.50 min
Park Processing Time: 0.50 min
Walking time: 487ft/6 ft/sec / 60 sec/min = 1.35 min
Total = 5.41 min
Outbound Valet Time
Processing time: 51 sec / 60 sec / 1 min = 0.85 min
Driving time (most distant space): 1121 ft * 1 mile/5280 ft * 1hr/10 miles * 60 min/hr =1.27 min
Mechanical Lift Processing Time: 30 sec/lift * 3 lift * 1 min/60 sec = 1.50 min
Park Processing Time: 0.75 min
Walking time: 487ft/6 ft/sec / 60 sec/min = 1.35 min
Total = 5.72 min
Varadero
Traffic Study
Page 26
Weighted Valet Time
62% Inbound Valet parking: 0.62 * 5.41 min = 3.35 min
38% Outbound Valet parking: 0.38 * 5.72 min = 2.17 min
Total = 5.52 min
An iterative approach was used to determine the minimum number of valet attendants required
during the PM peak hour to serve the entering and exiting vehicles that will ensure that the
average valet queue will not extend past the drop-off / pick-up area at Station 1. Exhibit 14A
shows the calculations for Station 1.
Exhibit 14A
Varadero - Station 1
Queue Calculations
Q = Processing rate = !" #$%/'().)+#$%/,(-./00 = 10.87 4 5 66/ℎ
q = Demand Rate = 56 :/''(
N = Service Positions = 6 attendants
ρ = Utilization factor = ; <= =)! :/'/'(!×?".@A ,(-./00/'(= 0.8586
Qm = Table Value = 0.6482
M = queue length which is exceeded 5% of the time [P(x>M)]
=BCD EF GBC =H BC ρ − 1 =
BC ".") GBC ".!I@+ BC ".@)@! − 1 = 15.82, 6 L 16 vehicles
The results of the analysis show that 6 valet attendants would be able to handle the demand during
PM peak hour with an average queue of approximately 16 vehicles or less. The proposed site
drop-off / pick-up Station 1 can accommodate approximately 18 vehicles in queue. The site plan is
included in Appendix G.
Varadero
Traffic Study
Page 27
The calculations for Station 2 are presented in Exhibit 15.
Exhibit 15
Station 2 –Hotel Lobby
Valet Processing Rate
Inbound Valet Time
Processing time: 51 sec / 60 sec / 1 min = 0.85 min
Driving time (most distant space): 1397 ft * 1 mile/5280 ft * 1hr/10 miles * 60 min/hr =1.58 min
Mechanical Lift Processing Time: 30 sec/lift * 3 lift * 1 min/60 sec = 1.50 min
Park Processing Time: 0.50 min
Walking time: 670ft/6 ft/sec / 60 sec/min = 1.86 min
Total = 6.29 min
Outbound Valet Time
Processing time: 51 sec / 60 sec / 1 min = 0.85 min
Driving time (most distant space): 1621 ft * 1 mile/5280 ft * 1hr/10 miles * 60 min/hr =1.84 min
Mechanical Lift Processing Time: 30 sec/lift * 3 lift * 1 min/60 sec = 1.50 min
Park Processing Time: 0.75 min
Walking time: 670ft/6 ft/sec / 60 sec/min = 1.86 min
Total = 6.80 min
Weighted Valet Time
62% Inbound Valet parking: 0.62 * 6.29 min = 3.90 min
38% Outbound Valet parking: 0.38 * 6.80 min = 2.58 min
Total = 6.48 min
An iterative approach was used to determine the minimum number of valet attendants required
during the PM peak hour to serve the entering and exiting vehicles that will ensure that the
average valet queue will not extend past the drop-off / pick-up area at Station 2. Exhibit 15A
shows the calculations for Station 2.
Varadero
Traffic Study
Page 28
Exhibit 15A
Varadero – Station 2
Queue Calculations
Q = Processing rate = !" #$%/'(!.I@ #$%/,(-./00 = 9.26 4 5 66/ℎ
q = Demand Rate = 126 :/''(
N = Service Positions = 15 attendants
ρ = Utilization factor = ; <= =?+! :/'/'(?)×N.+! ,(-./00/'(= 0.9072
Qm = Table Value = 0.6312
M = queue length which is exceeded 5% of the time [P(x>M)]
=BCD EF GBC =H BC ρ − 1 =
BC ".") GBC ".!O?+ BC ".N"A+ − 1 = 25.03 6 L 25 Vehicles
The results of the analysis show that 15 valet attendants would be able to handle the demand
during PM peak hour with an average queue of approximately 25 vehicles or less. The proposed
site drop-off / pick-up Station 2 can accommodate approximately 27 vehicles in queue. The site
plan is included in Appendix G.
Varadero
Traffic Study
Page 29
The calculations for Station 3 are presented in Exhibit 16.
Exhibit 16
Station 3 – Residential Lobby
Valet Processing Rate
Inbound Valet Time
Processing time: 51 sec / 60 sec / 1 min = 0.85 min
Driving time (most distant space): 1486 ft * 1 mile/5280 ft * 1hr/10 miles * 60 min/hr =1.68 min
Mechanical Lift Processing Time: 30 sec/lift * 3 lift * 1 min/60 sec = 1.50 min
Park Processing Time: 0.50 min
Walking time: 515ft/6 ft/sec / 60 sec/min = 1.43 min
Total = 5.96 min
Outbound Valet Time
Processing time: 51 sec / 60 sec / 1 min = 0.85 min
Driving time (most distant space): 1643 ft * 1 mile/5280 ft * 1hr/10 miles * 60 min/hr =1.86 min
Mechanical Lift Processing Time: 30 sec/lift * 3 lift * 1 min/60 sec = 1.50 min
Park Processing Time: 0.75 min
Walking time: 515ft/6 ft/sec / 60 sec/min = 1.43 min
Total = 6.39 min
Weighted Valet Time
62% Inbound Valet parking: 0.62 * 5.96 min = 3.69 min
38% Outbound Valet parking: 0.38 * 6.39 min = 2.43 min
Total = 6.12 min
An iterative approach was used to determine the minimum number of valet attendants required
during the PM peak hour to serve the entering and exiting vehicles that will ensure that the
average valet queue will not extend past the drop-off / pick-up area at Station 3. Exhibit 16A
shows the calculations for Station 3.
Varadero
Traffic Study
Page 30
Exhibit 16A
Varadero – Station 3
Queue Calculations
Q = Processing rate = !" #$%/'(!.?+ #$%/,(-./00 = 9.80 4 5 66/ℎ
q = Demand Rate = 90 :/''(
N = Service Positions = 12 attendants
ρ = Utilization factor = ; <= =N" :/'/'(?+×N.@" ,(-./00/'(= 0.7650
Qm = Table Value = 0.3041
M = queue length which is exceeded 5% of the time [P(x>M)]
=BCD EF GBC =H BC ρ − 1 =
BC ".") GBC ".O"I? BC ".A!)" − 1 = 5.74 6 L 6 Vehicle
The results of the analysis show that 12 valet attendants would be able to handle the demand
during PM peak hour with an average queue of approximately 6 vehicles or less. The proposed site
drop-off / pick-up Station 3 can accommodate approximately 6 vehicles in queue. The site plan is
included in Appendix G.
Varadero
Traffic Study
Page 31
6.0 CONCLUSIONS
An assessment of the traffic impacts associated with the Varadero project was performed. All of
the analyzed intersections currently operate, and will continue to operate within the City’s adopted
LOS standards. As with existing and future without project conditions, the minor approaches and
southbound left movement at the Collins Avenue / 186th Street and Collins Avenue / 188th Block
intersections are projected to operate at low levels of service and experiencing some delay. As
previously mentioned, this is due to the fact that for un-signalized intersections the software tends
to overestimate delay measurements for the minor approaches and does not account for gaps in
traffic created by the upstream signalized intersections to allow the minor street traffic flow. If the
minor approach delays do reach the software estimates, observed behavior shows drivers will find
alternate routes.
An assessment of circulation as it relates to the valet services during the PM peak hour was
performed. The queuing analysis shows that the anticipated queue at the designated valet drop-off
/ pick-up areas during the typical PM peak traffic conditions can be accommodated within the
project site at each of the three proposed stations.
Appendix A
Site Plan
Collins Ave+6' 0" NGVD
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7
4
U
N
S
T
U
D
I
O
/
T
R
A
C
H
T
E
N
B
E
R
G
G
E
N
E
R
A
L
N
O
T
E
S
a
r
c
h
i
t
e
c
t
o
f
r
e
c
o
r
d
O
D
P
A
R
C
H
I
T
E
C
T
S
2
4
3
2
H
o
l
l
y
w
o
o
d
B
l
v
d
.
H
o
l
l
y
w
o
o
d
,
F
L
3
3
0
2
0
1
7
6
7
0
N
W
7
8
T
H
A
v
e
.
H
i
a
l
e
a
h
,
F
L
3
3
0
1
5
T
+
1
(
3
0
5
)
3
9
2
-
1
0
1
6
T
+
1
(
9
5
4
)
5
1
8
0
8
3
3
T
+
1
(
3
0
5
)
4
4
1
0
7
5
5
T
+
1
(
3
0
5
)
4
3
6
9
2
9
2
T
+
1
(
3
0
5
)
5
5
1
6
2
6
7
T
+
3
1
(
0
)
1
0
4
8
5
5
8
0
1
c
l
i
e
n
t
1
-
0
0
1
B
A
C
K
G
R
O
U
N
D
0
9
/
1
4
/
2
0
1
5
Appendix B
Traffic Data Collection
DA
V
I
D
P
L
U
M
M
E
R
&
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
TU
R
N
I
N
G
M
O
V
E
M
E
N
T
C
O
U
N
T
S
Pr
o
j
e
c
t
N
a
m
e
:
Va
r
a
d
e
r
o
P
r
o
j
e
c
t
N
u
m
b
e
r
:
15158
Lo
c
a
t
i
o
n
:
Co
l
l
i
n
s
A
v
e
n
u
e
/
1
8
5
t
h
S
t
r
e
e
t
C
o
u
n
t
D
a
t
e
:
5/27/2015
Ob
s
e
r
v
e
r
:
Tr
a
f
f
i
c
S
u
r
v
e
y
S
p
e
c
i
a
l
i
s
t
s
,
I
n
c
.
D
a
y
o
f
W
e
e
k
:
Wednesday
TI
M
E
NO
R
T
H
B
O
U
N
D
SO
U
T
H
B
O
U
N
D
EA
S
T
B
O
U
N
D
WE
S
T
B
O
U
N
D
GRAND
IN
T
E
R
V
A
L
U-
t
u
r
n
L
T
R
TO
T
A
L
L
T
R
TO
T
A
L
L
T
R
TO
T
A
L
L
T
R TOTAL TOTAL
07
:
0
0
A
M
0
7
:
1
5
A
M
1
1
6
1
5
5
1
1
7
3
2
3
0
4
1
0
3
1
6
5
2
6
1
3
0
0
0
0
5
0
2
07
:
1
5
A
M
0
7
:
3
0
A
M
0
9
1
9
4
1
2
0
4
0
3
5
2
5
3
5
7
4
0
8
1
2
1
0
2
3
5
7
6
07
:
3
0
A
M
0
7
:
4
5
A
M
3
7
2
5
5
1
2
6
6
3
3
8
4
5
3
9
2
9
1
9
1
9
0
1
0
1
6
7
8
07
:
4
5
A
M
0
8
:
0
0
A
M
6
1
2
2
7
0
1
2
8
9
1
5
1
5
5
5
2
1
7
0
9
1
6
3
0
2
5
8
3
1
08
:
0
0
A
M
0
8
:
1
5
A
M
11
1
4
3
3
6
3
3
6
4
5
4
5
9
5
4
6
9
6
0
1
7
2
3
0
0
0
0
8
5
6
08
:
1
5
A
M
0
8
:
3
0
A
M
27
8
3
9
5
0
4
3
0
1
4
9
4
4
4
9
9
7
0
2
2
2
9
2
0
1
3
9
6
1
08
:
3
0
A
M
0
8
:
4
5
A
M
2
1
6
4
1
2
2
4
3
2
0
4
5
2
3
4
5
5
9
0
1
5
2
4
2
0
0
2
9
1
3
08
:
4
5
A
M
0
9
:
0
0
A
M
4
1
0
3
8
5
2
4
0
1
0
4
9
7
3
5
0
0
8
3
1
0
2
1
0
0
6
6
9
2
8
AM
P
E
A
K
P
E
R
I
O
D
T
U
R
N
I
N
G
M
O
V
E
M
E
N
T
C
O
U
N
T
S
U
M
M
A
R
Y
AN
N
U
A
L
A
V
E
R
A
G
E
D
A
I
L
Y
T
R
A
F
F
I
C
C
O
N
D
I
T
I
O
N
S
Co
l
l
i
n
s
A
v
e
n
u
e
18
5
t
h
S
t
r
e
e
t
TI
M
E
N
O
R
T
H
B
O
U
N
D
S
O
U
T
H
B
O
U
N
D
E
A
S
T
B
O
U
N
D
W
E
S
T
B
O
U
N
D
G
R
A
N
D
IN
T
E
R
V
A
L
U-
t
u
r
n
L
T
R
T
O
T
A
L
L
T
R
T
O
T
A
L
L
T
R
T
O
T
A
L
L
T
R
T
O
T
A
L
TOTAL
07
:
0
0
A
M
0
9
:
0
0
A
M
28
4
7
1
2
3
7
6
1
3
1
8
6
1
7
8
0
2
1
1
8
0
7
2
8
3
4
9
8
1
4
1
6
1
0
3
,
2
1
6
PE
A
K
H
O
U
R
F
A
C
T
O
R
0.
9
4
0
.
9
6
0
.
8
4
0
.
4
6
0
.
9
5
No
t
e
:
2
0
1
4
F
D
O
T
P
e
a
k
S
e
a
s
o
n
C
o
n
v
e
r
s
i
o
n
F
a
c
t
o
r
=
1
.
0
3
Co
l
l
i
n
s
A
v
e
n
u
e
18
5
t
h
S
t
r
e
e
t
Collins Ave _185th Street_TMC
DA
V
I
D
P
L
U
M
M
E
R
&
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
TU
R
N
I
N
G
M
O
V
E
M
E
N
T
C
O
U
N
T
S
Pr
o
j
e
c
t
N
a
m
e
:
Va
r
a
d
e
r
o
P
r
o
j
e
c
t
N
u
m
b
e
r
:
15158
Lo
c
a
t
i
o
n
:
Co
l
l
i
n
s
A
v
e
n
u
e
/
1
8
5
t
h
S
t
r
e
e
t
C
o
u
n
t
D
a
t
e
:
5/27/2015
Ob
s
e
r
v
e
r
:
Tr
a
f
f
i
c
S
u
r
v
e
y
S
p
e
c
i
a
l
i
s
t
s
,
I
n
c
.
D
a
y
o
f
W
e
e
k
:
TI
M
E
NO
R
T
H
B
O
U
N
D
SO
U
T
H
B
O
U
N
D
EA
S
T
B
O
U
N
D
WE
S
T
B
O
U
N
D
GRAND
IN
T
E
R
V
A
L
U-
t
u
r
n
L
T
R
TO
T
A
L
L
T
R
TO
T
A
L
L
T
R
TO
T
A
L
L
T
R TOTAL TOTAL
04
:
0
0
P
M
0
4
:
1
5
P
M
2
7
4
5
1
1
4
6
1
3
4
2
2
1
4
2
6
1
6
0
1
4
3
0
1
4
5
1
0
9
2
7
04
:
1
5
P
M
0
4
:
3
0
P
M
5
1
4
4
6
6
2
4
8
7
5
4
2
2
2
4
2
9
2
7
0
1
5
4
2
0
0
3
3
9
6
1
04
:
3
0
P
M
0
4
:
4
5
P
M
9
1
9
6
2
0
1
6
4
9
2
4
1
8
0
4
2
0
1
2
0
1
4
2
6
4
0
4
8
1
,
1
0
3
04
:
4
5
P
M
0
5
:
0
0
P
M
5
1
1
5
6
3
0
5
7
9
3
4
5
6
2
4
6
1
1
6
0
1
2
2
8
5
0
6
1
1
1
,
0
7
9
05
:
0
0
P
M
0
5
:
1
5
P
M
5
1
4
5
1
0
0
5
2
9
4
4
9
1
4
4
9
9
1
4
0
2
0
3
4
2
0
5
7
1
,
0
6
9
05
:
1
5
P
M
0
5
:
3
0
P
M
9
1
4
5
5
5
0
5
7
8
1
4
3
8
1
4
4
0
8
1
1
7
2
6
3
0
2
5
1
,
0
4
9
05
:
3
0
P
M
0
5
:
4
5
P
M
6
1
5
5
1
2
0
5
3
3
1
4
5
7
1
4
5
9
2
8
1
2
2
5
1
1
1
3
5
1
,
0
4
8
05
:
4
5
P
M
0
6
:
0
0
P
M
3
1
3
4
7
4
2
4
9
2
3
4
3
4
1
4
3
8
1
8
0
2
0
3
8
0
0
3
3
9
7
1
PM
P
E
A
K
P
E
R
I
O
D
T
U
R
N
I
N
G
M
O
V
E
M
E
N
T
C
O
U
N
T
S
U
M
M
A
R
Y
AN
N
U
A
L
A
V
E
R
A
G
E
D
A
I
L
Y
T
R
A
F
F
I
C
C
O
N
D
I
T
I
O
N
S
Co
l
l
i
n
s
A
v
e
n
u
e
18
5
t
h
S
t
r
e
e
t
TI
M
E
N
O
R
T
H
B
O
U
N
D
S
O
U
T
H
B
O
U
N
D
E
A
S
T
B
O
U
N
D
W
E
S
T
B
O
U
N
D
G
R
A
N
D
IN
T
E
R
V
A
L
U-
t
u
r
n
L
T
R
T
O
T
A
L
L
T
R
T
O
T
A
L
L
T
R
T
O
T
A
L
L
T
R
T
O
T
A
L
TOTAL
04
:
0
0
P
M
0
6
:
0
0
P
M
23
5
5
2
1
3
8
3
2
2
1
9
1
1
1
8
2
2
6
1
8
4
0
7
2
1
6
9
1
4
2
8
3
1
6
2
7
4
,
2
2
7
PE
A
K
H
O
U
R
F
A
C
T
O
R
0.
9
0
0
.
9
1
0
.
8
4
0
.
7
0
0
.
9
7
No
t
e
:
2
0
1
4
F
D
O
T
P
e
a
k
S
e
a
s
o
n
C
o
n
v
e
r
s
i
o
n
F
a
c
t
o
r
=
1
.
0
3
Wednesday
Co
l
l
i
n
s
A
v
e
n
u
e
18
5
t
h
S
t
r
e
e
t
Collins Ave _185th Street_TMC
DA
V
I
D
P
L
U
M
M
E
R
&
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
TU
R
N
I
N
G
M
O
V
E
M
E
N
T
C
O
U
N
T
S
Pr
o
j
e
c
t
N
a
m
e
:
Va
r
a
d
e
r
o
P
r
o
j
e
c
t
N
u
m
b
e
r
:
15158
Lo
c
a
t
i
o
n
:
Co
l
l
i
n
s
A
v
e
n
u
e
/
1
8
6
t
h
S
t
r
e
e
t
C
o
u
n
t
D
a
t
e
:
5/27/2015
Ob
s
e
r
v
e
r
:
Tr
a
f
f
i
c
S
u
r
v
e
y
S
p
e
c
i
a
l
i
s
t
s
,
I
n
c
.
D
a
y
o
f
W
e
e
k
:
Wednesday
TI
M
E
NO
R
T
H
B
O
U
N
D
SO
U
T
H
B
O
U
N
D
EA
S
T
B
O
U
N
D
WE
S
T
B
O
U
N
D
GRAND
IN
T
E
R
V
A
L
U-
t
u
r
n
L
T
R
TO
T
A
L
U-
t
u
r
n
L
T
R
TO
T
A
L
L
T
R
TO
T
A
L
L
T
R TOTAL TOTAL
07
:
0
0
A
M
0
7
:
1
5
A
M
0
1
1
5
2
4
1
5
7
2
1
3
2
7
1
3
3
1
0
0
2
2
0
0
3
3
4
9
3
07
:
1
5
A
M
0
7
:
3
0
A
M
1
1
1
9
2
1
1
9
5
3
0
3
3
9
0
3
4
2
0
0
2
2
2
0
0
2
5
4
1
07
:
3
0
A
M
0
7
:
4
5
A
M
0
1
2
4
6
0
2
4
7
2
0
4
1
0
5
4
1
7
1
0
1
2
3
0
1
4
6
7
0
07
:
4
5
A
M
0
8
:
0
0
A
M
0
0
2
8
8
5
2
9
3
4
3
5
0
2
3
5
1
2
2
0
3
5
1
0
4
5
8
1
5
08
:
0
0
A
M
0
8
:
1
5
A
M
1
3
3
2
3
5
3
3
2
1
1
5
0
2
6
5
1
0
1
0
2
3
3
0
5
8
8
5
3
08
:
1
5
A
M
0
8
:
3
0
A
M
1
3
3
9
8
4
4
0
6
8
1
4
9
0
3
5
0
2
1
0
3
4
3
0
5
8
9
2
0
08
:
3
0
A
M
0
8
:
4
5
A
M
0
4
4
0
2
6
4
1
2
9
2
4
5
7
6
4
7
4
0
0
1
1
2
0
4
6
8
9
3
08
:
4
5
A
M
0
9
:
0
0
A
M
1
3
4
1
0
3
4
1
7
2
4
4
7
7
3
4
8
6
2
0
4
6
0
0
9
9
9
1
8
AM
P
E
A
K
P
E
R
I
O
D
T
U
R
N
I
N
G
M
O
V
E
M
E
N
T
C
O
U
N
T
S
U
M
M
A
R
Y
AN
N
U
A
L
A
V
E
R
A
G
E
D
A
I
L
Y
T
R
A
F
F
I
C
C
O
N
D
I
T
I
O
N
S
Co
l
l
i
n
s
A
v
e
n
u
e
18
6
t
h
S
t
r
e
e
t
TI
M
E
N
O
R
T
H
B
O
U
N
D
S
O
U
T
H
B
O
U
N
D
E
A
S
T
B
O
U
N
D
W
E
S
T
B
O
U
N
D
G
R
A
N
D
IN
T
E
R
V
A
L
U-
t
u
r
n
L
T
R
T
O
T
A
L
U-
t
u
r
n
L
T
R
T
O
T
A
L
L
T
R
T
O
T
A
L
L
T
R
T
O
T
A
L
TOTAL
07
:
0
0
A
M
0
9
:
0
0
A
M
2
8
1
2
4
2
1
4
1
2
6
6
1
6
6
1
8
0
5
1
4
1
8
4
1
4
0
9
1
3
7
0
1
6
2
3
3
,
1
4
3
PE
A
K
H
O
U
R
F
A
C
T
O
R
0.
9
4
0.
9
7
0
.
5
8
0
.
8
6
0
.
9
7
No
t
e
:
2
0
1
4
F
D
O
T
P
e
a
k
S
e
a
s
o
n
C
o
n
v
e
r
s
i
o
n
F
a
c
t
o
r
=
1
.
0
3
Co
l
l
i
n
s
A
v
e
n
u
e
18
6
t
h
S
t
r
e
e
t
Collins Ave _186th Street_TMC
DA
V
I
D
P
L
U
M
M
E
R
&
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
TU
R
N
I
N
G
M
O
V
E
M
E
N
T
C
O
U
N
T
S
Pr
o
j
e
c
t
N
a
m
e
:
Va
r
a
d
e
r
o
P
r
o
j
e
c
t
N
u
m
b
e
r
:
15158
Lo
c
a
t
i
o
n
:
Co
l
l
i
n
s
A
v
e
n
u
e
/
1
8
6
t
h
S
t
r
e
e
t
C
o
u
n
t
D
a
t
e
:
5/27/2015
Ob
s
e
r
v
e
r
:
Tr
a
f
f
i
c
S
u
r
v
e
y
S
p
e
c
i
a
l
i
s
t
s
,
I
n
c
.
D
a
y
o
f
W
e
e
k
:
TI
M
E
NO
R
T
H
B
O
U
N
D
SO
U
T
H
B
O
U
N
D
EA
S
T
B
O
U
N
D
WE
S
T
B
O
U
N
D
GRAND
IN
T
E
R
V
A
L
U-
t
u
r
n
L
T
R
TO
T
A
L
U-
t
u
r
n
L
T
R
TO
T
A
L
L
T
R
TO
T
A
L
L
T
R TOTAL TOTAL
04
:
0
0
P
M
0
4
:
1
5
P
M
0
3
4
7
1
2
4
7
6
9
2
4
2
0
0
4
3
1
2
0
3
5
2
0
4
6
9
1
8
04
:
1
5
P
M
0
4
:
3
0
P
M
1
3
4
9
2
1
4
9
7
5
0
4
4
8
1
4
5
4
1
0
1
2
0
0
6
6
9
5
9
04
:
3
0
P
M
0
4
:
4
5
P
M
2
2
6
3
1
3
6
3
8
7
0
4
0
4
1
4
1
2
0
0
0
0
0
0
5
5
1
,
0
5
5
04
:
4
5
P
M
0
5
:
0
0
P
M
3
4
5
7
3
4
5
8
4
1
1
3
4
6
5
2
4
8
1
1
0
2
3
0
0
2
2
1
,
0
7
0
05
:
0
0
P
M
0
5
:
1
5
P
M
4
8
5
2
5
2
5
3
9
6
2
4
9
3
1
5
0
2
3
0
4
7
2
0
2
4
1
,
0
5
2
05
:
1
5
P
M
0
5
:
3
0
P
M
3
4
5
4
6
7
5
6
0
8
1
4
3
7
2
4
4
8
1
0
9
1
0
1
0
1
2
1
,
0
2
0
05
:
3
0
P
M
0
5
:
4
5
P
M
0
5
5
3
7
0
5
4
2
7
3
4
7
1
3
4
8
4
1
0
1
2
3
0
6
9
1
,
0
3
7
05
:
4
5
P
M
0
6
:
0
0
P
M
1
2
4
9
4
5
5
0
2
7
1
4
3
1
2
4
4
1
1
0
3
4
0
0
4
4
9
5
1
PM
P
E
A
K
P
E
R
I
O
D
T
U
R
N
I
N
G
M
O
V
E
M
E
N
T
C
O
U
N
T
S
U
M
M
A
R
Y
AN
N
U
A
L
A
V
E
R
A
G
E
D
A
I
L
Y
T
R
A
F
F
I
C
C
O
N
D
I
T
I
O
N
S
Co
l
l
i
n
s
A
v
e
n
u
e
18
6
t
h
S
t
r
e
e
t
TI
M
E
N
O
R
T
H
B
O
U
N
D
S
O
U
T
H
B
O
U
N
D
E
A
S
T
B
O
U
N
D
W
E
S
T
B
O
U
N
D
G
R
A
N
D
IN
T
E
R
V
A
L
U-
t
u
r
n
L
T
R
T
O
T
A
L
U-
t
u
r
n
L
T
R
T
O
T
A
L
L
T
R
T
O
T
A
L
L
T
R
T
O
T
A
L
TOTAL
04
:
0
0
P
M
0
6
:
0
0
P
M
7
1
6
2
1
9
9
1
2
2
2
3
4
3
1
6
1
8
3
8
6
1
8
8
1
5
0
1
2
1
7
4
0
1
5
2
0
4
,
1
5
2
PE
A
K
H
O
U
R
F
A
C
T
O
R
0.
9
1
0.
9
2
0
.
5
0
0
.
6
5
0
.
9
8
No
t
e
:
2
0
1
4
F
D
O
T
P
e
a
k
S
e
a
s
o
n
C
o
n
v
e
r
s
i
o
n
F
a
c
t
o
r
=
1
.
0
3
Wednesday
Co
l
l
i
n
s
A
v
e
n
u
e
18
6
t
h
S
t
r
e
e
t
Collins Ave _186th Street_TMC
DA
V
I
D
P
L
U
M
M
E
R
&
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
TU
R
N
I
N
G
M
O
V
E
M
E
N
T
C
O
U
N
T
S
Pr
o
j
e
c
t
N
a
m
e
:
Va
r
a
d
e
r
o
P
r
o
j
e
c
t
N
u
m
b
e
r
:
15158
Lo
c
a
t
i
o
n
:
Co
l
l
i
n
s
A
v
e
n
u
e
/
1
8
8
t
h
B
l
o
c
k
C
o
u
n
t
D
a
t
e
:
5/27/2015
Ob
s
e
r
v
e
r
:
Tr
a
f
f
i
c
S
u
r
v
e
y
S
p
e
c
i
a
l
i
s
t
s
,
I
n
c
.
D
a
y
o
f
W
e
e
k
:
Wednesday
TI
M
E
NO
R
T
H
B
O
U
N
D
SO
U
T
H
B
O
U
N
D
EA
S
T
B
O
U
N
D
WE
S
T
B
O
U
N
D
GRAND
IN
T
E
R
V
A
L
L
T
R
TO
T
A
L
U-
t
u
r
n
L
T
R
TO
T
A
L
L
T
R
TO
T
A
L
L
T
R TOTAL TOTAL
07
:
0
0
A
M
0
7
:
1
5
A
M
1
1
5
7
0
1
5
8
1
3
0
3
2
7
1
3
4
1
0
0
0
0
0
0
1
1
5
0
0
07
:
1
5
A
M
0
7
:
3
0
A
M
0
1
9
2
0
1
9
2
1
2
0
3
3
5
4
3
5
1
0
0
1
1
0
0
0
0
5
4
4
07
:
3
0
A
M
0
7
:
4
5
A
M
0
2
5
1
0
2
5
1
1
5
0
4
1
9
2
4
3
6
0
0
0
0
1
0
3
4
6
9
1
07
:
4
5
A
M
0
8
:
0
0
A
M
0
2
9
0
0
2
9
0
1
7
1
4
8
8
3
5
0
9
0
0
0
0
0
0
0
0
7
9
9
08
:
0
0
A
M
0
8
:
1
5
A
M
0
3
2
4
0
3
2
4
2
4
0
5
1
8
6
5
4
8
0
0
0
0
0
0
0
0
8
7
2
08
:
1
5
A
M
0
8
:
3
0
A
M
0
3
8
9
0
3
8
9
2
3
0
4
8
1
5
5
0
9
0
0
3
3
0
0
1
1
9
0
2
08
:
3
0
A
M
0
8
:
4
5
A
M
0
4
0
8
0
4
0
8
1
4
0
4
4
7
5
4
6
6
0
0
0
0
0
0
0
0
8
7
4
08
:
4
5
A
M
0
9
:
0
0
A
M
0
4
0
1
0
4
0
1
2
6
0
4
7
2
7
5
0
5
0
0
0
0
1
0
0
1
9
0
7
AM
P
E
A
K
P
E
R
I
O
D
T
U
R
N
I
N
G
M
O
V
E
M
E
N
T
C
O
U
N
T
S
U
M
M
A
R
Y
AN
N
U
A
L
A
V
E
R
A
G
E
D
A
I
L
Y
T
R
A
F
F
I
C
C
O
N
D
I
T
I
O
N
S
Co
l
l
i
n
s
A
v
e
n
u
e
18
8
t
h
B
l
o
c
k
TI
M
E
N
O
R
T
H
B
O
U
N
D
S
O
U
T
H
B
O
U
N
D
E
A
S
T
B
O
U
N
D
W
E
S
T
B
O
U
N
D
G
R
A
N
D
IN
T
E
R
V
A
L
L
T
R
T
O
T
A
L
U-
t
u
r
n
L
T
R
T
O
T
A
L
L
T
R
T
O
T
A
L
L
T
R
T
O
T
A
L
TOTAL
07
:
0
0
A
M
0
9
:
0
0
A
M
1
1
2
4
2
0
1
2
4
3
7
4
1
1
7
9
6
1
7
1
8
8
7
0
0
2
2
1
0
3
4
3
,
1
3
6
PE
A
K
H
O
U
R
F
A
C
T
O
R
0.
9
3
0.
9
3
0
.
2
5
0
.
5
0
0
.
9
8
No
t
e
:
2
0
1
4
F
D
O
T
P
e
a
k
S
e
a
s
o
n
C
o
n
v
e
r
s
i
o
n
F
a
c
t
o
r
=
1
.
0
3
Co
l
l
i
n
s
A
v
e
n
u
e
18
8
t
h
B
l
o
c
k
Collins Ave _188th Block_TMC
DA
V
I
D
P
L
U
M
M
E
R
&
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
TU
R
N
I
N
G
M
O
V
E
M
E
N
T
C
O
U
N
T
S
Pr
o
j
e
c
t
N
a
m
e
:
Va
r
a
d
e
r
o
P
r
o
j
e
c
t
N
u
m
b
e
r
:
15158
Lo
c
a
t
i
o
n
:
Co
l
l
i
n
s
A
v
e
n
u
e
/
1
8
8
t
h
B
l
o
c
k
C
o
u
n
t
D
a
t
e
:
5/27/2015
Ob
s
e
r
v
e
r
:
Tr
a
f
f
i
c
S
u
r
v
e
y
S
p
e
c
i
a
l
i
s
t
s
,
I
n
c
.
D
a
y
o
f
W
e
e
k
:
TI
M
E
NO
R
T
H
B
O
U
N
D
SO
U
T
H
B
O
U
N
D
EA
S
T
B
O
U
N
D
WE
S
T
B
O
U
N
D
GRAND
IN
T
E
R
V
A
L
L
T
R
TO
T
A
L
U-
t
u
r
n
L
T
R
TO
T
A
L
L
T
R
TO
T
A
L
L
T
R TOTAL TOTAL
04
:
0
0
P
M
0
4
:
1
5
P
M
0
4
7
9
0
4
7
9
2
5
0
4
1
7
6
4
4
8
0
0
1
1
0
0
1
1
9
2
9
04
:
1
5
P
M
0
4
:
3
0
P
M
2
5
1
1
0
5
1
3
2
7
0
4
4
7
5
4
7
9
1
0
0
1
0
0
0
0
9
9
3
04
:
3
0
P
M
0
4
:
4
5
P
M
0
6
3
3
1
6
3
4
2
1
0
4
0
2
9
4
3
2
0
0
2
2
0
0
1
1
1
,
0
6
9
04
:
4
5
P
M
0
5
:
0
0
P
M
0
5
7
6
1
5
7
7
2
0
1
4
7
0
5
4
9
6
0
0
4
4
0
0
3
3
1
,
0
8
0
05
:
0
0
P
M
0
5
:
1
5
P
M
0
5
3
4
0
5
3
4
1
9
0
4
7
2
1
0
5
0
1
0
0
4
4
0
0
1
1
1
,
0
4
0
05
:
1
5
P
M
0
5
:
3
0
P
M
0
5
6
5
0
5
6
5
2
2
0
4
4
5
1
0
4
7
7
0
0
5
5
0
0
0
0
1
,
0
4
7
05
:
3
0
P
M
0
5
:
4
5
P
M
0
5
5
5
0
5
5
5
2
3
0
4
7
2
6
5
0
1
0
0
1
1
0
0
0
0
1
,
0
5
7
05
:
4
5
P
M
0
6
:
0
0
P
M
0
5
0
4
1
5
0
5
1
6
0
4
1
9
1
3
4
4
8
0
0
3
3
0
0
4
4
9
6
0
PM
P
E
A
K
P
E
R
I
O
D
T
U
R
N
I
N
G
M
O
V
E
M
E
N
T
C
O
U
N
T
S
U
M
M
A
R
Y
AN
N
U
A
L
A
V
E
R
A
G
E
D
A
I
L
Y
T
R
A
F
F
I
C
C
O
N
D
I
T
I
O
N
S
Co
l
l
i
n
s
A
v
e
n
u
e
18
8
t
h
B
l
o
c
k
TI
M
E
N
O
R
T
H
B
O
U
N
D
S
O
U
T
H
B
O
U
N
D
E
A
S
T
B
O
U
N
D
W
E
S
T
B
O
U
N
D
G
R
A
N
D
IN
T
E
R
V
A
L
L
T
R
T
O
T
A
L
U-
t
u
r
n
L
T
R
T
O
T
A
L
L
T
R
T
O
T
A
L
L
T
R
T
O
T
A
L
TOTAL
04
:
0
0
P
M
0
6
:
0
0
P
M
1
2
2
4
4
2
2
2
4
6
8
9
1
1
8
2
5
3
3
1
9
4
8
1
0
1
0
1
1
0
0
5
5
4
,
2
1
0
PE
A
K
H
O
U
R
F
A
C
T
O
R
0.
9
1
0.
9
5
0
.
7
5
0
.
4
2
0
.
9
8
No
t
e
:
2
0
1
4
F
D
O
T
P
e
a
k
S
e
a
s
o
n
C
o
n
v
e
r
s
i
o
n
F
a
c
t
o
r
=
1
.
0
3
Wednesday
Co
l
l
i
n
s
A
v
e
n
u
e
18
8
t
h
B
l
o
c
k
Collins Ave _188th Block_TMC
DA
V
I
D
P
L
U
M
M
E
R
&
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
TU
R
N
I
N
G
M
O
V
E
M
E
N
T
C
O
U
N
T
S
Pr
o
j
e
c
t
N
a
m
e
:
Va
r
a
d
e
r
o
P
r
o
j
e
c
t
N
u
m
b
e
r
:
15158
Lo
c
a
t
i
o
n
:
Co
l
l
i
n
s
A
v
e
n
u
e
/
1
8
9
t
h
S
t
r
e
e
t
C
o
u
n
t
D
a
t
e
:
5/27/2015
Ob
s
e
r
v
e
r
:
Tr
a
f
f
i
c
S
u
r
v
e
y
S
p
e
c
i
a
l
i
s
t
s
,
I
n
c
.
D
a
y
o
f
W
e
e
k
:
Wednesday
TI
M
E
NO
R
T
H
B
O
U
N
D
SO
U
T
H
B
O
U
N
D
EA
S
T
B
O
U
N
D
WE
S
T
B
O
U
N
D
GRAND
IN
T
E
R
V
A
L
U-
t
u
r
n
L
T
(
8
5
6
)
T
(
A
1
A
)
R
TO
T
A
L
L
T
R
TO
T
A
L
L
T
R
TO
T
A
L
L
T
R TOTAL TOTAL
07
:
0
0
A
M
0
7
:
1
5
A
M
1
1
1
0
9
6
2
3
1
7
6
0
3
3
6
8
3
4
4
0
0
5
5
0
0
0
0
5
2
5
07
:
1
5
A
M
0
7
:
3
0
A
M
2
1
1
3
0
6
5
2
2
0
0
0
3
4
8
2
3
5
0
0
0
6
6
0
0
0
0
5
5
6
07
:
3
0
A
M
0
7
:
4
5
A
M
1
3
1
8
1
8
2
3
2
7
0
0
4
3
3
3
4
3
6
0
0
1
1
1
1
0
0
0
0
7
1
7
07
:
4
5
A
M
0
8
:
0
0
A
M
1
1
1
9
7
1
0
4
5
3
0
8
0
5
0
4
7
5
1
1
0
0
8
8
0
0
0
0
8
2
7
08
:
0
0
A
M
0
8
:
1
5
A
M
7
2
2
1
4
1
2
8
4
3
5
5
0
5
3
7
1
0
5
4
7
0
0
1
1
1
1
0
0
0
0
9
1
3
08
:
1
5
A
M
0
8
:
3
0
A
M
3
7
2
5
4
1
4
8
9
4
2
1
0
5
3
1
1
3
5
4
4
0
0
1
7
1
7
0
0
0
0
9
8
2
08
:
3
0
A
M
0
8
:
4
5
A
M
2
7
2
6
0
1
5
0
3
4
2
2
0
4
3
2
1
2
4
4
4
0
0
1
2
1
2
0
0
0
0
8
7
8
08
:
4
5
A
M
0
9
:
0
0
A
M
5
0
2
6
7
1
4
1
5
4
1
8
0
4
9
4
7
5
0
1
0
0
1
4
1
4
0
0
0
0
9
3
3
AM
P
E
A
K
P
E
R
I
O
D
T
U
R
N
I
N
G
M
O
V
E
M
E
N
T
C
O
U
N
T
S
U
M
M
A
R
Y
AN
N
U
A
L
A
V
E
R
A
G
E
D
A
I
L
Y
T
R
A
F
F
I
C
C
O
N
D
I
T
I
O
N
S
Co
l
l
i
n
s
A
v
e
n
u
e
18
9
t
h
S
t
r
e
e
t
TI
M
E
N
O
R
T
H
B
O
U
N
D
S
O
U
T
H
B
O
U
N
D
E
A
S
T
B
O
U
N
D
W
E
S
T
B
O
U
N
D
G
R
A
N
D
IN
T
E
R
V
A
L
U-
t
u
r
n
L
T
(
8
5
6
)
T
(
A
1
A
)
R
TO
T
A
L
L
T
R
T
O
T
A
L
L
T
R
T
O
T
A
L
L
T
R
T
O
T
A
L
TOTAL
07
:
0
0
A
M
0
9
:
0
0
A
M
11
1
1
8
3
0
4
5
3
1
8
1
3
2
4
0
1
8
6
2
3
2
1
8
9
4
0
0
4
3
4
3
0
0
0
0
3
,
2
6
0
PE
A
K
H
O
U
R
F
A
C
T
O
R
0.
9
6
0
.
9
3
0
.
7
9
N
A
0
.
9
4
No
t
e
:
2
0
1
4
F
D
O
T
P
e
a
k
S
e
a
s
o
n
C
o
n
v
e
r
s
i
o
n
F
a
c
t
o
r
=
1
.
0
3
Co
l
l
i
n
s
A
v
e
n
u
e
18
9
t
h
S
t
r
e
e
t
Collins Ave _189th Street_TMC
DA
V
I
D
P
L
U
M
M
E
R
&
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
TU
R
N
I
N
G
M
O
V
E
M
E
N
T
C
O
U
N
T
S
Pr
o
j
e
c
t
N
a
m
e
:
Va
r
a
d
e
r
o
P
r
o
j
e
c
t
N
u
m
b
e
r
:
15158
Lo
c
a
t
i
o
n
:
Co
l
l
i
n
s
A
v
e
n
u
e
/
1
8
9
t
h
S
t
r
e
e
t
C
o
u
n
t
D
a
t
e
:
5/27/2015
Ob
s
e
r
v
e
r
:
Tr
a
f
f
i
c
S
u
r
v
e
y
S
p
e
c
i
a
l
i
s
t
s
,
I
n
c
.
D
a
y
o
f
W
e
e
k
:
TI
M
E
NO
R
T
H
B
O
U
N
D
SO
U
T
H
B
O
U
N
D
EA
S
T
B
O
U
N
D
WE
S
T
B
O
U
N
D
GRAND
IN
T
E
R
V
A
L
U-
t
u
r
n
L
T
(
8
5
6
)
T
(
A
1
A
)
R
TO
T
A
L
L
T
R
TO
T
A
L
L
T
R
TO
T
A
L
L
T
R TOTAL TOTAL
04
:
0
0
P
M
0
4
:
1
5
P
M
6
1
2
5
3
2
3
6
1
2
5
0
8
0
4
3
3
1
0
4
4
3
0
0
1
1
1
1
0
0
0
0
9
6
2
04
:
1
5
P
M
0
4
:
3
0
P
M
3
5
3
3
1
2
0
7
5
5
5
1
0
4
6
8
1
3
4
8
1
0
0
8
8
0
0
0
0
1
,
0
4
0
04
:
3
0
P
M
0
4
:
4
5
P
M
4
1
3
4
2
2
9
5
1
4
6
5
6
0
4
2
4
8
4
3
2
0
0
8
8
0
0
0
0
1
,
0
9
6
04
:
4
5
P
M
0
5
:
0
0
P
M
3
2
3
2
6
2
6
7
8
6
0
6
0
4
8
3
6
4
8
9
0
0
9
9
0
0
0
0
1
,
1
0
4
05
:
0
0
P
M
0
5
:
1
5
P
M
8
4
2
9
1
2
3
7
8
5
4
8
0
4
8
2
1
1
4
9
3
0
0
2
0
2
0
0
0
0
0
1
,
0
6
1
05
:
1
5
P
M
0
5
:
3
0
P
M
9
2
3
2
1
2
4
7
7
5
8
6
0
4
6
1
1
4
4
7
5
0
0
1
0
1
0
0
0
0
0
1
,
0
7
1
05
:
3
0
P
M
0
5
:
4
5
P
M
13
3
2
7
9
2
7
8
9
5
8
2
0
4
8
0
1
1
4
9
1
0
0
8
8
0
0
0
0
1
,
0
8
1
05
:
4
5
P
M
0
6
:
0
0
P
M
12
5
2
6
1
2
4
1
6
5
2
5
0
4
2
8
9
4
3
7
0
0
8
8
0
0
0
0
9
7
0
PM
P
E
A
K
P
E
R
I
O
D
T
U
R
N
I
N
G
M
O
V
E
M
E
N
T
C
O
U
N
T
S
U
M
M
A
R
Y
AN
N
U
A
L
A
V
E
R
A
G
E
D
A
I
L
Y
T
R
A
F
F
I
C
C
O
N
D
I
T
I
O
N
S
Co
l
l
i
n
s
A
v
e
n
u
e
18
9
t
h
S
t
r
e
e
t
TI
M
E
N
O
R
T
H
B
O
U
N
D
S
O
U
T
H
B
O
U
N
D
E
A
S
T
B
O
U
N
D
W
E
S
T
B
O
U
N
D
G
R
A
N
D
IN
T
E
R
V
A
L
U-
t
u
r
n
L
T
(
8
5
6
)
T
(
A
1
A
)
R
TO
T
A
L
L
T
R
T
O
T
A
L
L
T
R
T
O
T
A
L
L
T
R
T
O
T
A
L
TOTAL
04
:
0
0
P
M
0
6
:
0
0
P
M
30
1
2
1
2
3
8
1
0
3
4
3
6
2
3
4
9
0
1
8
8
4
4
2
1
9
2
7
0
0
4
2
4
2
0
0
0
0
4
,
3
1
8
PE
A
K
H
O
U
R
F
A
C
T
O
R
0.
9
1
0
.
9
6
0
.
5
9
N
A
0
.
9
8
No
t
e
:
2
0
1
4
F
D
O
T
P
e
a
k
S
e
a
s
o
n
C
o
n
v
e
r
s
i
o
n
F
a
c
t
o
r
=
1
.
0
3
Wednesday
Co
l
l
i
n
s
A
v
e
n
u
e
18
9
t
h
S
t
r
e
e
t
Collins Ave _189th Street_TMC
DA
V
I
D
P
L
U
M
M
E
R
&
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
TU
R
N
I
N
G
M
O
V
E
M
E
N
T
C
O
U
N
T
S
Pr
o
j
e
c
t
N
a
m
e
:
Va
r
a
d
e
r
o
P
r
o
j
e
c
t
N
u
m
b
e
r
:
15158
Lo
c
a
t
i
o
n
:
Co
l
l
i
n
s
A
v
e
n
u
e
/
W
i
l
l
i
a
m
L
e
h
m
a
n
C
a
u
s
e
w
a
y
(
S
R
8
5
6
)
C
o
u
n
t
D
a
t
e
:
5/27/2015
Ob
s
e
r
v
e
r
:
Tr
a
f
f
i
c
S
u
r
v
e
y
S
p
e
c
i
a
l
i
s
t
s
,
I
n
c
.
D
a
y
o
f
W
e
e
k
:
Wednesday
TI
M
E
NO
R
T
H
B
O
U
N
D
SO
U
T
H
B
O
U
N
D
EA
S
T
B
O
U
N
D
WE
S
T
B
O
U
N
D
GRAND
IN
T
E
R
V
A
L
U-
t
u
r
n
T
R
TO
T
A
L
U-
t
u
r
n
T
R
TO
T
A
L
L
T
R
TO
T
A
L
L
Th
r
u
-
L
R TOTAL TOTAL
07
:
0
0
A
M
0
7
:
1
5
A
M
11
5
6
2
6
9
3
1
5
2
0
1
5
5
4
9
0
0
4
9
0
3
0
3
2
7
6
07
:
1
5
A
M
0
7
:
3
0
A
M
5
6
5
2
7
2
0
1
2
4
0
1
2
4
5
5
0
0
5
5
0
3
0
3
2
5
4
07
:
3
0
A
M
0
7
:
4
5
A
M
9
7
4
0
8
3
6
2
2
2
0
2
2
8
6
4
0
0
6
4
0
1
1
2
3
7
7
07
:
4
5
A
M
0
8
:
0
0
A
M
12
9
9
2
1
1
3
2
2
0
6
0
2
0
8
6
6
0
0
6
6
0
4
1
5
3
9
2
08
:
0
0
A
M
0
8
:
1
5
A
M
8
1
2
5
8
1
4
1
3
2
5
8
0
2
6
1
7
7
0
0
7
7
0
1
0
2
1
2
4
9
1
08
:
1
5
A
M
0
8
:
3
0
A
M
14
1
3
7
5
1
5
6
6
2
4
6
0
2
5
2
8
1
0
0
8
1
0
4
4
8
4
9
7
08
:
3
0
A
M
0
8
:
4
5
A
M
7
1
5
6
2
1
6
5
3
2
1
2
0
2
1
5
8
5
0
0
8
5
0
1
0
1
4
6
6
08
:
4
5
A
M
0
9
:
0
0
A
M
16
1
3
0
7
1
5
3
3
2
5
6
0
2
5
9
8
8
0
0
8
8
0
8
2
1
0
5
1
0
AM
P
E
A
K
P
E
R
I
O
D
T
U
R
N
I
N
G
M
O
V
E
M
E
N
T
C
O
U
N
T
S
U
M
M
A
R
Y
AN
N
U
A
L
A
V
E
R
A
G
E
D
A
I
L
Y
T
R
A
F
F
I
C
C
O
N
D
I
T
I
O
N
S
Co
l
l
i
n
s
A
v
e
n
u
e
W
i
l
l
i
a
m
L
e
h
m
a
n
C
a
u
s
e
w
a
y
(
S
R
8
5
6
)
TI
M
E
N
O
R
T
H
B
O
U
N
D
S
O
U
T
H
B
O
U
N
D
E
A
S
T
B
O
U
N
D
W
E
S
T
B
O
U
N
D
G
R
A
N
D
IN
T
E
R
V
A
L
U-
t
u
r
n
T
R
T
O
T
A
L
U
-
t
u
r
n
T
R
T
O
T
A
L
L
T
R
T
O
T
A
L
L
Th
r
u
-
L
R
T
O
T
A
L
TOTAL
07
:
0
0
A
M
0
9
:
0
0
A
M
42
4
3
4
1
4
4
9
0
1
3
8
6
3
0
8
7
7
2
9
1
0
0
2
9
1
0
1
8
5
2
3
1
,
6
8
0
PE
A
K
H
O
U
R
F
A
C
T
O
R
0.
9
3
0
.
9
5
0
.
9
4
0
.
6
5
0
.
9
6
No
t
e
:
2
0
1
4
F
D
O
T
P
e
a
k
S
e
a
s
o
n
C
o
n
v
e
r
s
i
o
n
F
a
c
t
o
r
=
1
.
0
3
Co
l
l
i
n
s
A
v
e
n
u
e
W
i
l
l
i
a
m
L
e
h
m
a
n
C
a
u
s
e
w
a
y
(
S
R
8
5
6
)
Co
l
l
i
n
s
A
v
e
_
W
i
l
l
i
a
m
L
e
h
m
a
n
C
a
u
s
e
w
a
y
(
S
R
8
5
6
)
_
T
M
C
DA
V
I
D
P
L
U
M
M
E
R
&
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
TU
R
N
I
N
G
M
O
V
E
M
E
N
T
C
O
U
N
T
S
Pr
o
j
e
c
t
N
a
m
e
:
Va
r
a
d
e
r
o
P
r
o
j
e
c
t
N
u
m
b
e
r
:
15158
Lo
c
a
t
i
o
n
:
Co
l
l
i
n
s
A
v
e
n
u
e
/
W
i
l
l
i
a
m
L
e
h
m
a
n
C
a
u
s
e
w
a
y
(
S
R
8
5
6
)
C
o
u
n
t
D
a
t
e
:
5/27/2015
Ob
s
e
r
v
e
r
:
Tr
a
f
f
i
c
S
u
r
v
e
y
S
p
e
c
i
a
l
i
s
t
s
,
I
n
c
.
D
a
y
o
f
W
e
e
k
:
TI
M
E
NO
R
T
H
B
O
U
N
D
SO
U
T
H
B
O
U
N
D
EA
S
T
B
O
U
N
D
WE
S
T
B
O
U
N
D
GRAND
IN
T
E
R
V
A
L
U-
t
u
r
n
T
R
TO
T
A
L
U-
t
u
r
n
T
R
TO
T
A
L
L
T
R
TO
T
A
L
L
Th
r
u
-
L
R TOTAL TOTAL
04
:
0
0
P
M
0
4
:
1
5
P
M
15
2
2
7
7
2
4
9
3
1
6
6
0
1
6
9
9
8
0
0
9
8
0
5
3
8
5
2
4
04
:
1
5
P
M
0
4
:
3
0
P
M
10
2
0
1
5
2
1
6
2
1
7
3
0
1
7
5
1
1
5
0
0
1
1
5
0
3
2
5
5
1
1
04
:
3
0
P
M
0
4
:
4
5
P
M
15
2
6
4
2
2
8
1
6
1
3
9
0
1
4
5
1
3
1
0
0
1
3
1
0
4
1
5
5
6
2
04
:
4
5
P
M
0
5
:
0
0
P
M
11
2
7
2
6
2
8
9
1
0
2
2
3
0
2
3
3
1
0
6
0
0
1
0
6
0
3
2
5
6
3
3
05
:
0
0
P
M
0
5
:
1
5
P
M
10
2
1
3
1
2
2
4
7
1
6
5
0
1
7
2
1
2
0
0
0
1
2
0
0
5
2
7
5
2
3
05
:
1
5
P
M
0
5
:
3
0
P
M
15
2
7
0
4
2
8
9
6
1
7
2
0
1
7
8
1
2
0
0
0
1
2
0
0
4
4
8
5
9
5
05
:
3
0
P
M
0
5
:
4
5
P
M
5
2
5
1
4
2
6
0
2
1
6
0
0
1
6
2
1
4
7
0
0
1
4
7
0
2
2
4
5
7
3
05
:
4
5
P
M
0
6
:
0
0
P
M
8
2
4
7
4
2
5
9
6
1
8
4
0
1
9
0
1
1
9
0
0
1
1
9
0
4
0
4
5
7
2
PM
P
E
A
K
P
E
R
I
O
D
T
U
R
N
I
N
G
M
O
V
E
M
E
N
T
C
O
U
N
T
S
U
M
M
A
R
Y
AN
N
U
A
L
A
V
E
R
A
G
E
D
A
I
L
Y
T
R
A
F
F
I
C
C
O
N
D
I
T
I
O
N
S
Co
l
l
i
n
s
A
v
e
n
u
e
W
i
l
l
i
a
m
L
e
h
m
a
n
C
a
u
s
e
w
a
y
(
S
R
8
5
6
)
TI
M
E
N
O
R
T
H
B
O
U
N
D
S
O
U
T
H
B
O
U
N
D
E
A
S
T
B
O
U
N
D
W
E
S
T
B
O
U
N
D
G
R
A
N
D
IN
T
E
R
V
A
L
U-
t
u
r
n
T
R
T
O
T
A
L
U-
t
u
r
n
T
R
T
O
T
A
L
L
T
R
T
O
T
A
L
L
Th
r
u
-
L
R
T
O
T
A
L
TOTAL
04
:
0
0
P
M
0
6
:
0
0
P
M
46
1
0
0
2
1
7
1
0
6
5
2
2
7
1
2
0
7
3
3
4
9
2
0
0
4
9
2
0
1
5
8
2
4
2
,
3
1
4
PE
A
K
H
O
U
R
F
A
C
T
O
R
0.
9
2
0
.
8
0
0
.
8
4
0
.
7
5
0
.
9
2
No
t
e
:
2
0
1
4
F
D
O
T
P
e
a
k
S
e
a
s
o
n
C
o
n
v
e
r
s
i
o
n
F
a
c
t
o
r
=
1
.
0
3
Wednesday
Co
l
l
i
n
s
A
v
e
n
u
e
W
i
l
l
i
a
m
L
e
h
m
a
n
C
a
u
s
e
w
a
y
(
S
R
8
5
6
)
Co
l
l
i
n
s
A
v
e
_
W
i
l
l
i
a
m
L
e
h
m
a
n
C
a
u
s
e
w
a
y
(
S
R
8
5
6
)
_
T
M
C
WILLIAM LEHMAN CAUSEWAY & A1A
SUNNY ISLES BEACH, F],ORIDA
COUNTED BY: C. PALOMINO & A. PALOMINO
SIGNALIZED
Tr:FFir CrrrlrFr/ Cha.ir'l i<r< Th.
624 Gardenia Terrace
nFlr^v RF^.h Fl^r'ida 33444
Phone (561) 272-3255
ALL VEHICLES
SiLe Code ; 00150110
Start Date: 05/27/15
Fi-1e I.D. : LEHC_A1A
Page : 1
UTurn Left Thru Right. UTurn Left Thru Right I uTurn Left Thru Right I UTurn Left Thru Righc I Tota]
DaCe 05/27/L5 -----
From North
DRIVEWAY
From East
I A1A
I rrom sourn
I
I LEHMAN CAUSEWAY
I l rom wesc
I
o49
0 55
o64
0?:00
07:15
0?:30
0
0
0
2l
2l
0l
ol
ol
ol
276
254
3'1'7
392Q7r45 2 O 206 0 0 0 4 7l
0
0
0
99 2l o 66 o o I
30752
00724
51222
o o 3 ol
o o 3 0l
0 0 1 1l
0
0
0
0
11
5
9
T2
56
55
74
Hr Total- 10 L 704 0 0 110
0
0l
0l
0
0
0
0
0
0
0
008:45 3 0 256 0
08:00
08:15
08:30
2L254
60246
302L2
0 234
0
0
0
0
0 | 729e
o I 49i.
0l 497
ol 466
0 5l-0
10
4
1
8
2l
2l
4l
ol
2l
37
I
7
294
125
137
155
130
6l
8l
sl
2l
7I
'17
81
85
88
0
0
0
0
0
0
0
0
0 I L964Hr Total 14 L 972 0
0
0
0
54845a18l
3
2
1
2l
22
1
7
5
2
6
331
L6:00 3
L6:15 2
L5:30 6
0 166
0 173
0 139
0
0
0
0
0
0
0
0
5
3
3
0
0
0
0
15
10
15
11
0
0
0
0
0
0
0
o
))1
207
264
272
98
1L5
131
106
0l 524
0 I s11
ol 562
0l 633L6:45 10 0 223 0
Hr Total 2l
17:00 '7
17:15 6
).7 r30 2
0 701
0 165
0 r72
0 160
0 | 22300
0
0
0
L7:45 6 0 184 0 l
I5 8l 51
10
15
5
964
2r3
zu I
1l
450
0
0
0
0
0 s 21 0
0 4 4i 0
o 2 21 0
o 4 0l 0
27O 4 |
4l
247 4l 0 l19 o 0 |
25).
0 120
0 120
o t47
0
0
0
ol
ol
ol
s23
595
573
Hr Toeal 2),0 681 0l 15 8l 38 981 tJ I 0 s06 0 | 2263
*TOTALT 3 058 ol 26
1
27 8'7 61 L52T 0l 7756
WILLIAM LEHMAN CAUSEWAY & A1A
SUNNY ISLES BEACH, FLORIDA
COUNTED BY: C. PAI,OMINO & A. PALOMINO
SIGNALIZED
TrAffi^ C,,rl'aa/ q^a.i.licfa Tn.
624 Gardenia Terrace
nAlrav F|FA.h Flnrida 33444
Phone (561) 272-3255
AIJIJ VEHICLES
site code : 00150110
Start Date: 05/27/L5
File LD. : LEHC_A1A
Page : 2
A1A
From North
UTurn Left Thru Right
Peak start 08:00
VoLume L4 I 972 0
Percent 19 0t 98t 0*
Pk total 987
Highest 08:00
Volume2l2580
Hf totaf 26r
PHF .95
LEHMAN CAUSEWAY
45
23
0
331
331
I
4s s48 22
)
7* 89r 4r l
I
I
7 L56 2l
I
I
DRlVEWAY
From East
lAlA
I trom Soutn
I T,EHMAN CAUSEWAY
I From WesC
ll
UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I Total
DaEe 05/27 / 15 -----------
Peak Hour Anal-ysis By Entire Intersection for the Period: 07:00 Lo 09:00 on 05/27/I5
08:00
0
0t
31
08:00
0
.65
0
0t
23
742
10
v tz
A1A
I og, oo
8l o
26t | 0r
6t 5
08:30
20
I 165
I .93
08:00
0 331
0* 100t
331
08:45
0 88
88
.94
00
0* 0g
15
2368
331
548
8
nU > tz 15
'I>6 t
887
7'874
[
t
-l
ALL VEHTCLES |
-
| | 31 23rl lrtl
l3ee68L0
I'rr_
r-r-331 | Intersection Total I
| | r'e64 | "ll
15
n
zztlll-I DRIVEWAY
I 1' 587
----------------161q,l
0il.451. 548
972
0
972 54845
A
WILLIAM LEHMAN CAUSEWAY & A1A
SUNNY ISLES BEACH, FLORIDA
COITNTED BY: C. PALOMINO & A. PALOMINO
SIGNALIZED
Traffic Survey specialj-sts, Inc.
624 Gardenia Terrace
npl rav RFe.h Fl ^ri.la 33444
Phone (561) 272-3255
ALL VEHICLES
site code : 00150l-10
Start Date: 05/2'1/75
File I.D. : LEHC_A1A
Page : 3
From North
I DRTVEWAY
1 from EasL
l
I A1A
I From South
I
ILEHMAN CAUSEWAY
I From West
I
UTurn Left Thru Right UTurn Left Thru Right I UTurn Left. Thru Right I UTurn LefL Thru Rj-ght I ToLa]
DaEe 05/21/75 --
Peak Hour Anal-ysis By Entj-re Intersectj-on for the Perj-od: 16:00 to 18:00 on 05/27/15
Peak start 16:45 | 16:45
volume 25 O 72O 0l 0
Percent 3t 0g 97$ 0t I 0t
Pk total 745 24
Highest L6:45 I 17:15
Vo1ume 10 O 223 0l 0
Hi ror.al 233 I 8
pHF .80 I .'75
| 16: as
01410i041100615
0g 58* 42* | 0t 4* 95* 18
| 1oG2
I re, as
o 4 41 0 11 272 6
| 28e
| .e2
AlA
'720 493
1,006
10
720 1 trno
'II+3
r ,'7 g2
16: 45
049300
0t 100t 0t 0r
493
17:30
or4700
!47
.84
25
25
LEHMAN CAUSEWAY
4I
I4
U
10
L455
a atrA
-
a,zJ'i
t
I
- ALL VEHTCLES ,-l--l
- fr.rJr-r v.Ern-L\-r-r.crD
t "lll24rl ll
I '-s 64
L
I493 | Int.ersection Tota1| 2,324tll-
J
-
', ?o.)
-
10
L4
493
493
40
DRIVEWAY
25
15
.4L
r,062
l_,006
720
720 4I 1, 005
A n
I{ILLIAM LEHMAN CAUSEWAY & A1A
SUNNY ISLES BEACH, FLORIDA
COUNTED BY: C. PALOMINO & A. PALOMINO
SIGNALIZED
Traffic Survey Specialists, Inc.
624 Gardenia Terace
nFlrav Raa.h El^rida 33444
Phone (561) 272-3255
PEDESTRIANS & BIKES
site code : 00150110
start Date: 05/27/L5
!aae 1.u. : !tsnu ArA
Page : l-
A1A
From Nortlr
I DRTvEwAY
I !rom Easc
I
I A1A
I From south
I
ILElI'IAN CAUSEWAY
I trom wesr
I
Lefr BIKES Right peds I Left BIKES Righc Peds i Lefr BIKES Right. Peds I Lefr BrKES Right Peds I Total
DaEe 05/27/75
07:00 0 0 0 0
07:15 0 0 0 1
07:30 0 0 0 0
o7:45 o 0 0 0 | o 6 0 1 0 1 0 0 | o 1 0 7
0102
0100
0001
0000
0000
0303
0101
0103
0101
5
6
9
HrTotal 0 0 0 1l o e o
08:00 0 0 0
08:15 0 0 0
08:30 0 0 0
o 3 o 10 |0
0
0
1 0 8l
08:45 0 0 0 0 I
o o 0 3l
0 1 0 10 |
604 o 3l o 3 0 10 l
o o o 6l 0 0 0 3l
o o o ol o o o ol
o o o ol o o o 3l
o o o ol o 1 o ol
36
13
r2
4
20
Hr Total 0 0l o 5 o 31 |o o 6l 1 o 5l 49
11
7
2g
0
0
0
2l 0 4 0 '7
1 o o 0 5t 0009
0 0 o 3l
o o o ol
0 0 0 0,
0002
0000
0000
0006
0106
0108
0
0
0
o
0
0
0
o
0
0
0
0
16:00
15:15
16:30
L6245
55
5
6
11
24
)l o 5 0 2'7
1 008 o o o 72 I
1 o 12 l 0 0 0 s 0006
0 0 31 0 0 0 0l 0 1 o o
1 0 11 0 0 0 31 0 0 0 1
1 0 21 0 2 0 1 O 1 O 1
0
0
0
0
1l
ol
3l
0l
0
0
0
0
0
0
0
0
0
0
0
0
Hr Total
17:00
17: L5
17:30
77 :45
Hr Total 4l 3 0 18 |209 2 0 8l 46
*TOTAL*7l 82 zol 36 I 186
-fir
-1,
t
+r4'll
t
e
urlirg{frnct
vl
1+ir4r
1-l-m
Sqn "y Is t€s bah, FOr;dd_
I Ap.: L lb ?ots
d far^r
^ hd, tJ^t < .PaID mi nc
Si6nafa-e<L
189TH STREET & COLLINS AVENUE
SUNNY ISIJES BEACH, FI'ORIDA
COUNTED BY: M. CRUZ & A. CRUZ
SIGNALIZED
I LU!!rND AVeNUE
I Fr^m N^rrh
start I
TrrfFi a crrrlrFr/ cna.i r1 i efc Tn.
624 Gardenia Terrace
nFl rav RF^.h Fl.ri da 33444
Phone (561) 272-3255
ALL VEHICLES
I LU!!rNJ AvEr\UE
I From South
I
study Name: 189SCOLL
site code : 00150110
Scart Date: 05/27/L5
Page : 1
I DRTVEWAY
| !rom Easr
I
I 1 AOTU CTDFFT
I from wesc
I I r ntvr
Lef t IITlrrn Thm Rioht lTot-al
O7: OO I
07:15 |
O7:30 |
O7:451
I
6 | 6, E
o I lf o
111 11a
sl a2i
0
0
0
0
0
0
0
0
I
8l
2l
1l
7l
0
0
0
o
0
0
0
0
0
0
0
0
I
ol
ol
ol
0l
I
3l
21
?i
0
0
0
0
0
0
0
0
0
0
0
0
336
348
433
504
109
130
181
62
65
82
104
t
2
1
1
I
1
3
I
HOUr I
I
08:00 |
08:15 |
nq. ?n I
08:45 I
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
'7
3
2
5
2
7
7
0
0
0
0
0
0
0
0
0
0
0
0
0
l62r
537
531
432
494
201
I
10
t2
7
ul
I
^l
^lul
ol
0l
1?l
I
4l
el
3l
5l
677 313
2).4 128
254 148
260 1s0
267 74r
3Al 262s
I
r r I ql1
17 | 982
1) | C?A
t4l 933
16 995 567 27Hour 0
l
0 1994 42 0
l
o o ol r7
I
6
3
4
3
0 0 0 s4l 3706
t-----tl
r-6:001 0 0 433 101 o o o o
16:1sl O O 468 131 O O O O
16:301 0 0 424 8l O O O O
16:451 0 o 483 6l O O O O
1
5
1
2
1a
5
74
8
253 236
331 207
342 295
326 267
1000
looo
000
looo
l
11 I 962
8 I 1040
8 | 1096
9 i 1104
Hourl 0 o 1808 371 O O O O] 16
tl
17:OOl O O 482 111
17:151 0 0 461 141
r-7:301 0 0 480 111
L7:451 0 0 428 9l
1252 1005 39 I
29I 237 8
327 247 7 l
279 278 9 I
26'J- 24r 5l
0 0 0 3614202
I
0 0 0 2ol 1061
0 0 0 101 10?1
0 0 0 81 1081
0 0 0 81 9?o
0
0
0
0
0
0
0
0
0
0
0
0
2
3
5
I
0l 8
0l e
ol 13
0l 12
HOUI I 0 0 1851 4sl ol 42 14 rr52 1003 30 l 0 0 0 461 4183
'IOtal
I Anr
t Int.
I
o | 80
I r.r
- | o.s
i
10? |
1.41
o.7l
00
I
7274 L44l
98.0 1.91
49.4 0.91
4s 4016 2888
0.6 56.3 40.4
0.3 27.2 i.9.6
I
u looll+/lo
100 0 |
189TH STREET & COL],INS AVENUE
SUNNY ISLES BEACH, FLORIDA
COUNTED BYr M. CRUZ & A. CRUZ
SIGNALIZED
araFFit q,,rlrF\r C^a^iAl i at < Tn.
624 cardenia Terrace
nol-Aw Raa.h Flnrid2 33444
Phone (561) 272-3255
ALL VEHICLES
Sit,e Code : 0015
Start Date: 05/2
File I.D. : 189S
Page : 2
COLLINS AVENUE
From North
UTurn Left Thru Right
I DRTVEWAY
DaEe 05/27/15 ------
Peak Hour Analysis By Entire Intersection for the Period: 07:OO to OgiOO on 05/27/f5
From East
I coLLrNs AVENUE
1 rrom sourn
I 189TH STREET I
From west I
I rHRU I
UTurn Left Thru Rj-ght I UTurn Left A1A Thru Right UTurn Left Thru Rjght I
Peak starE 08:00
VoLume00799442
Percent 0& 0t 98* 2*
Pk total 2036
Highest 08:00
Vofume0053710
Hi- total 547
PHF .93
189TH STREET
33
0
42
lo
I oz, oo
looo
lo
| .0
0l 2
| 422
| .e6
COLL]NS AVENUE
L,994
I og, oo
loo
lo*ot
00
0t 0t
| 08:00
\ 11
I 1r
1616
08:30
ro to /
lt 358
08:00
00
0t 0t
54
08:15
00
77
.79
99s
62+
260
2T
1t
3
0
0t
54
100*
77
42
150
n
n
'75
421 L,9941 0 r ,562
'I Otal-
r,6L6 .-----------l
r ,562 27
2I
DRIVEWAY
n
2L
54
trA
2 ,048
COLLIN
33
AVENUE
r ,562
189TH STREET & COLI,INS AVENUE
SUNNY ISLES BEACH, FLORIDA
COUNTED BY: M. CRUZ & A. CRUZ
SIGNAIIZED
Trrffin crrrlra\/ cha.i^liefq Tn.
624 Gardenia Terrace
nFlraw RFA.h Fl.rida 33444
Phone (561) 272-3255
ALL VEHICLES
Site Code : 0015
start Date: 05/2
File LD. : 1895
Page : 3
COLLINS AVENUE
From North
I DRIVEWAY
l !rom EasE
I coLLrNs AVENUE
I trom Soutn
i 1 eqrH qrpFFT
i r rom wesr
llrHRUl
UTurn Left. Thru RighE I UTurn LefE. Thru Right I UTurn Left A1A Thru Right I UTurn Left Thru Right
DaEe 05/27 /rs
Peak Hour Analysis By Ent,ire Intersect.ion for t.he Period: 16:00 to 18:00 on 05/2'7/75
PCAK STATE ]b:JU
Volume 0
Percent 0*
Pk total 1889
Highest 17:00
Volume 0
Hi- total 493
PHF .96
189TH STREET
33
0
39
00
0t 0*
COLLINS AVENUE
16:30
24 9 1046 1280 37
1t 0t 44* 53t 2*
2396
16:30
4 1 295 342 L4
6s6
.91
16:30
00047
0g 0t 0* 100t
17:00
00020
20
.59
0 1850 39
0* 98* 2+
16:30
00
0t 0*
0
07:00
00
0
.0
39 0
2,326
0
12
4 .2L5=tzLJ
t
I-l ALL VEHICLES --l--l-fu!v.cr.nr_\-Li.ErD[-:
llulr rl
I lle 37
L
I
4i | ,"rersection Totat
I
l___l 4'33',
I
I :etu,
39 1, 850
1, 889
1, 850
4'l
2 ,326
oll . 331.2,326
--
DRIVEWAY
n
U
3',7
47
41
33 2 ,326
COLL]NS AVENUE
189TH STREET & COLLINS AVENUE
SUNNY ISLES BEACH, FLORIDA
COUl,ilfED BY: M. CRUZ & A. CRUZ
SIGNALIZED
TrrFfi n e,,r!'aa' qna.i rl i cia Tn-
624 Gardenia Terrace
nplrA\/ qFe^h Fl^rida 33444
Phone (561) 272 3255
PEDESTRIANS
Slte Code : 00150110
start Date: 05/27/L5
File I.D. : 189SCOLL
Page : 1
CO],LINS AVENUE
From North
0
0
0
0
0
0
0
1
I DRTVEWAY
| !rom Easr
coLLrNs AVENUE | 189TH STREET
I From South I From West
tl
Left BIKES Right Peds I Left BIKES Right Peds ] BIKES Peds I Left BrKES Right. Peds
Date 05/27/15
07:00
07: l-5
07:30
O7 :45
1l
2l
2l
1l
0
0
0
0
o 1 o sl
L 0 4l
0 2 0 6l
0 5 o 8l o0l 0i04
o0l ooo3
001 0104
ool o1o2
10
I2
13
22
Hr Total 5l
08:00 0 000
o 23 |ol
0
0
0
0
10 |
14
1sl
13 |
0 13
001 0 1 0 2l
57
2L
15
I2
18
08:15
08:30
0000
002
0
0
0
0
5
0
1
001 0105
001 0100
0 0 | 0 2 0 2)
08:45 0 0 0 0 J
Hr Tot.a1 0 0 0 2l 42
1 00 s o el 66
16:00 0 0 0 2
16:l-5 0 0 0 0
16:30 0 1 O 2
16:4500O21
0
0
0
0
2
1
2
3
0
0
0
0
7l
1l
1) |-- |
7l
o o o 0l
o o 0 0l
0 0 0 2l
00
00
00
11
2
79
720010 0 0 0l
Hr Total 0 1
17:00 0 0
I7tl5 0 0
1?:30 0 0
17:45 0 0
06
0
0
0
0
ol
3l
5l
2l
0 1 0 3l
o 1 0 10 I
0 2 0 3l
o 2 0 9,
27
1
001 0002
0
0
0
0 0l
0
0
0
0
1
0
2
3
0
0
0
0
2l
ol
sl
3l
0l
0j
01
44
7
T4
I7
19
Hr Total 0 0 10 |06025 ol 10 |57
*TOTAL*2^ |11a I ol 34 224
M
9t,
rsq sr il
+
+lr Vr l+t'U r
tt
It
rl
ll
+r
I
4/
$$l
+lrl {l | ',b
tl
S*nnl.fstes Bdn r Ft-or, *e_
. Afl;t r<.Zorf
J.n*,r3i l,'u'shlo &r r no
b.tnaLncJ
188TH BLOCK/PI,AZA DRIVEWAY & COLLINS
AVENUE, SUNNY ISLES BEACH, FLORIDA
COTNTED BY: ANDREW GONZALEZ
NOT SIGNALIZED
Traffic Survey Specialists, Inc
524 Gardenia Terrace
nplrev Ra^.h Flnrida 33444
Phone (561) 272-3255
ALL VEHIC],ES
Si.te Code : 00150110
StarL Date: 05/27/15
File I.D. : 188B_A1A
Page : 1
I
UTurn Left Thru Right I UTurn Left Thru Right I UTurn LefE
COLLINS AVENUE
From North
13
24
23
\4
26
DRIVEWAY
From East
I coLLrNs AVENUE
l from souLn
| 188TH BLOCK
i rrom wesr
I
Thflr Pidht I IlT,,rn f ^'-r\rYrrL I vrurrr Thvrr D i ^hf 1 0t41
07:00
0?:1.5
07:30
08:00
08:15
08:30
08:45
03271
0 335 4
0
0
0
0
cl
447 sl
472 7l
00324
0 0 389
00404
s18 6 |o o ol
o 0 o 1J
0000
1000
1-01570
00I920
00251,0
0
0l
ol
o o 401 0 |0000
0000
0 o 0 1l
o o o 0l
0001
0000
0103
0000
0003
0000
s00
544
69115 0 419 2
o7:4s 17 1 488 3 o O O 0l 0 o 290 ol o o o 0l 799
Hr 'totat 5 |1 1s69 10
L
4l 0 890 0l 0 r | 2534
481
872
902
974
907
Hilr'otat 87 1e18 23 |0 0 1l 0 0 7522 ol
0
0
1
1
3l 3555
16:00
16:15
15:30
l6:45
4r7
447
402
470
6
5
9
5l
479
511
576
25
27
2I
20
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
1
0
1
3
0
0
0
0
0
2
0
0
0
0
0
0
0
1
0
0
01
00
02
929
993
1069
0 4 I 1080
Hr Total
17:00
17 t75
77 z30
17 :45
93
19
22
23
16
25
1
10 I
10 I
5l
13 |
sl
1l
ol
ol
4l
2
01
ol
ol
1l
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
o
0
0
0
0
0
0
0
0
0
0
0
0
L7 36
472
445
472
4r9
2r99
534
565
555
504
104 0
I047
1057
950
0 7J 407r
0
0
0
0
4l
sl
1l
3l
Hr Total 80 18 08 sl 2754 1l 1r I 4704
*TOTAL*377 7031 e7 l 67 69 3l 24
1
L4264
188TH BLOCK/PLAZA DRTVEWAY & COLLTNS
AVENUE, SUNNY ISLES BEACH, FLORIDA
COIJNTED BY: ANDREW GONZALEZ
NOT SIGNALIZED
Tr.f f i^ crrrlrar/ qha.ir'l:--^
524 Gardenia Terrace
nAl r:\' Poa.h Fl ^r'i da 33444
Phone (561) 272-3255
ALL VEHICLES
Site code : 00150110
Start Date: 05/27/15
File I.D. : 1888_A1A
Page : 2
CoLLINS AVENUE I DRTVEWAY
From North I From East
I
UTurn Left Thru Right I UTurn Left Thru Right UTurn Left Thru Right I UTurn Lefc Thru Right I Tota]
DaEe 05/27 /L5 -----------
Peak Hour Analysis By Entj-re Intersection for the Period: 07:00 t.o 09:00 on 05/27/75
I col,r,rNs AVENUE
trY^m q^rrtsh
| 188TH BLOCK
I From West.
I
Peak st.art 08:00
volume 6 /
Percent 4t
Pk EoLal 2028
Highest 08:00
Volume 24
Hi total 548
PHF .93
188TH BLOCK
0 19r-8 23
0t 9sc r-t
| 08:00
COLLINS AVENUE
1, 918
08:00 08:00
00
0& 0t
3
08:15
00
3
.25
1 o o 11 0 0
509 0* o* sot I ot o&
2 | 1522
08;15 | 08:30
o o o 1l o o
1 | 408
.so | .e3
t522 0
100t 0$
03
0$ 100t
408
23 87 0
L,522
1
23 '1 ql a
r ,9r8
3
1,523B7
0
23
23
J, f I
t
-l
ALL VEHICLES
F]rlli
| 26 8e
L
I tt3 | Intersect.ion Total
I
| | 3'sss
Itl
I
3 ,444
L .I,522:------.1
l'^1"zrvz6
3, 551 t
1ll . 01.r,522
6T
DRIVEWAY
87
0
0
L,922 0
AVENUE
r,522
COLLIN
188TH BLOCK/PLAZA DRIVEWAY & COLLINS
AVENUE, SUNNY ISLES BEACH, FLORIDA
COTNTED BY: ANDREW GONZALEZ
NOT SIGNALIZED
Traffic Survey Special-ists, Inc.
624 Gardeni-a Terrace
nFlrav FF^.h Fl^rida 33444
Phone (551) 272-3255
ALL VEHICLES
Slte Code : 00150110
Start Date: 05/27/1,5
File I.D. : 1888_A1A
Page : 3
COLLINS AVENUE
From North
DRIVEWAY
From East
I coLLrNs AVENUE
| lrom souLn
I
I 188TH BLOCK
From West
UTurn Left Thru Rj.ght. UTurn Left Thru Right I UTurn Left Thru Right UTurn Left Thru Right Total
DaLe 05/27 /r5 -----------
Peak Hour Analysls By Entire Interseccion for the Period: 16:00 to 18:00 on 05/27/15
Peak starE 15:30
Volume 82 I 7789 34
PercenE 4+ 0t 94* 2%
Pk total 1906
Highest 17:00
Volume 19 O 472 10
Hi total 501
PHF
16:30
00
0s 0t
5
16:45
00
3
.42
05
0* 100t
I i.G,30
lo
I o&
I 2310
| 16:30
l0
| 634
| .e1
0 2308
0* 100t
16:30
00
0t 0t
15
L7:L5
00
5
.75
0 15
0t 100t
2
0*
188TH BLOCK
34
COLL]NS AVENUE
. 1 ?qqL I t vr B3 0
2,308
5
L ,'7 89
| '1 o^r IJ_, yuo
34 B3 2 ,3]-3
2,308
85
DR]VEWAY
34
34
83
U
2
15
15
1,804 0
AVENUE
2 ,308
4.2L9='zJ-r
-
t
I
-l Ar'L VEHICLES r-l---l . fiLL VErIJ-LLI1D
l--:ll:lr rl
| +s so
L
I
ls | ,r.ersection Tot.at I
| | 4'23u
It-
I
-
4 11L
| =, LL=
I ' '2 ' 31-o
------------r
I
COLLIN
188TH BLOCK/PLAZA DRTVEWAY & COLLTNS
AVENUE, SUNNY ISLES BEACH, FIORIDA
COUNTED BY: ANDREW GONZALEZ
NOT SIGNALIZED
Tr5ffi ^ errrrrarr aha-i.l i ^ts-oq! vcy oPcera
624 Gardenia Terrace
nFlr^v Pea.h Flnrida 33444
Phone (561) 2'72-3255
PEDESTRIANS & BIKES
site code : 00150110
Start Date: A5/27/1,5
File I.D. : 1888_A1A
Page : 1
tl
Left BrKES Right Peds ] Left BrKES Right Peds I Lefr BIKES Right. Peds I Left BIKES Right Peds
DaEe 05/27/15
COLLINS AVENUE
From Nort.h
DRlVEWAY
From East
07:00
07:15
07;30
0
0
0
0
0
0
0
0
0
ol
ol
ol
O7t45 0 0 0 0 |0301
I coLLrNs AVENUE
I lrom Sourn
0
0
0
0
0
0
0
0
1 188TH BLOCK
trom west
0
0
0
0
10EaI
o o o 3l
0002
0 0 0 3l
0
0
0
0
0
0
0
2
0
0
0
0
2l
ol
ol
3l
1
6
0
4l
I
3
L3
Hr Total 0 ol
ol
el
08:00 0 0 0 0 0 0 8l
08:15 0 0 0 0l 0 0 7l
sl
ol
0l
0
0l
11 |
5
0
21
0l
30
13
I
6
7
08:30 0 0 0 1l
08:45 0 0 0 0
0 o o 3l
0 0 0 ?l
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
HrTotal 0 0 0 I 0 0 0 2s I 0 '1
|
I
11
-l
0 0 o 0l
o 0 0 ol
0 o 0 2l
ol
ol
ol
ol
0
0
0
0
0
0
0
0
0
0
0
0
0 0 0 0l 0 1 o o
0 0 0 0l 0 1 o 3
0 0 0 0l 0 0 o 9
o o o 0l0 0 0 ol 0 0 0 3l
16:00
16: l-5
L6:30
15:45
19
11
I
3
14
o 0 ol 0 2 0 1s I
0 0 0 2l
8l
sl
ol
9I
ol 0 o 2l
l
I
2
3
3
2
0
0
0
0
1
0
0
0
0
0
0
o
0000
0000
0 0 0 0r
0
0
0
0
0
0
0
1
0
0
0
0
0000
0 o o 0l
o 0 o 0l
0 0 0 0l
Hilt o tat
17:00
17:15
7'7 :30
).7 :45
Hr Totaf o 0 2l 0 0 0 0l 10 |36
*TOTAf,*3l 7r I sl 30 | 11e
51"r*h
,a vt.r \r4\r.t
a$- entktdravt.-\- //.--Y/
1l
r+ rt
1lrl
tl
ll
lf lt
rllll
,{/ r{ 16l ltr r lu
tlll,'
It;:
flrrn
I
lrtvl |.{
t
.tu
?
vr
3+N,i
6i ttcnnitrnt
fr*z*+#
Su,nn.f fstzs hc!n, Flor-uJct
tlral Zr,zo t{
dr^,^.,nbi. Lu-K Pc\outi no
n,oT-si6noJzeJ,
186TH STREET & A1A
SUNNY ISLES, FLORIDA
COUNIED BY: ISIDRO GONZALEZ
NOT SIGNALIZED
Traffic Survey SpeciaIj.sts, Inc.
624 Gardenia Terrace
nAlraw RFA.h Fl.r'ida 33444
Phone (561) 272-3255
ALL W/ T86?I DWY, PORSCHE DRIVEWAY
sit.e code : 00150110
St.art Date: Q5/27/15
File I.D. : 186S_A1A
Page : 1
A1A
From North
I DRIVEWAY
| ! rom Easr
I
A1A
I From South
I
| 186TH STREET
I From west
I
UTurn Left. Thru Right I UTurn Left Thru Right I UTurn Left. Thru Right I UTurn Left Thru Right I Tota1
DaEe 05/27 /L5 - ----------
07:00 2
07:15 3
07:30 2
)" 327
0 339
0 410
I 152
L I92
l-
0
5
0002
0002
0101
0003
0200
0301
0
1
0 L2460
4l
1
493
541
670
815o7:45 4 1 502 3 o 1 o 4 | 0 0 288 5 I 0203
Hr Total 11 4 ).57I 91 0 6 0 8l 3 878 101 3082519
sl
4l
6l
3l
3 0 sl
3 0 sl
2 0 41
08:45 2 4 4'77 3 | 0 0 0 9 l
08:00
08:15
08:30
323
398
402
410
1 1 5O2 61 0
8 1 49O 3l o
9 2 4s7 61 0
1
1
0
1
3
3
4
3
0
0
0
0
1
1
0
2
0
0
0
0
2 I 8s3
3 920
r- I 893
41 918
Hr Total 20 I Le26 181 0 0 23 l 13 1533 18 |r0 I 3584
16:00 9 2
15:15 5 0
16:30 7 O
16:45 11 3
0 3 477
13492
22631
34577
420
448
404
465
0
1
I
2
0
0
0
0
2
0
0
0
0
0
0
0
5
2
2l
1l
3l
4l
4203
0101
0000
918
959
1055
0102110?0
Hr Total 32 5
17:00
l7:15
17:30
L7 :45
8
7
7
2
1
1
0 3 o 4 | 10s2
0 1 0 el 1020
o r. 0 1 | 103?
0 1 0 1 | qq1
t7 37
493
43'7
4'17
431
4l
1l
2l
3l
2l
l7
2
r-1
6l
4l
0
0
1
0
2
1
2
0
0
0
0
0
6 rz zLdl 10 |
2l8 525
4 s46 7l
0 s 537 0l
124q4sl
4 o 61 4OO2
Hr Total 28 L832 8l 11 |8 19 21.02 14 |0 6 0 1? I 4060
TTOTALT 24 7073 61 |52 41 14 16547668 0
186TH STREET & A1A
SUNNY ISLES, FLORIDA
COTNTED BY: ISIDRO GONZALEZ
NOT SIGNALIZED
ar^ff;. qlr^ral, Cna^i:1 i cFc Th.
624 Gardenia Terrace
nAl r^v RFa.h trl ^ri da 33444
Phone (561) 272-3255
ALL W/ 18671 DWY, PORSCHE DRTVEWAY
Site Code : 00150110
Start Date: 05/2'l/15
File I.D. : 185S_A1A
Page : 2
I
UTurn Left Thru Rj.ght UTurn Left Thru Right I
i dhF TTT,,rn L6fF Thr,, P i dhfulurn .Lerc Inru R-...-
A1A
From North
T6
0
1B
I DRTVEWAY
I From East
I A1A
I r rom 5ouc.n
27
1
I 186TH STREET
I From West
08:00
04
0t 29+
T4
08:45
Total
DaEe 05/2'7 / 15 -- ---------
Peak Hour Anal-ysi.s By Entire IntersecEion for the Period: 07:00 to 09:00 on 05/27/fs
Peak st,art. 08:00
Volume 20
Percent 1t
pk tocal ].972
Highest 08:00
Volume 1
Hl toEaf 5au
PHF .97
AlA
I 1925 18
0t 98t 1t
| 08;00
log
I o* 26*
| 31
| 08, as
08:00
3 13 1533 18
0t 1* 98t 1t
L567
08 :45
1 3 410 3
4I7
.94
o23
0t 74*
0 10
0t '7r*
loooe
le
I .85
. 18.n .L,926.0
4204
6
.58
A=
z5
r ,926
t'
28
Bil.
18 1, 560
185TH STREET
3.532 -J'JJ.I
123
I-l ALL W/ ]-867L DWY. ALL W/ ]-867L DWY
I PORSCHE DRIVEWAY I
| | 31 0
rl lltlt487?18t,
r- | :L4 | Intersection Total
I| 3,584 | n,ll
1A
34
4
0
28
0
18
10
0 1n!v
ttltll-I DRIVEWAY
J
-
a ra a
I J I JLL
161. 1,5330t. 0r,92611.
10
1 q/l/l I6
AlA
186TH STREET & A1A
SUNNY ISLES, FLORIDA
COItNTED BY: ISIDRO GONZALEZ
NOT SIGNALIZED
Tr:ffi a q,,rrrav qha.i r1 r ^F^uu! vLf JPuuru
624 Gardenia Terrace
nAlraw RFA-h Florida 33444
Phone (561) 272-3255
ALL W/ 18671 DWY, PORSCHE DRIVEWAY
Site Code : 001-50110
qt:rf nrfa. nC/)a /1q
File LD. :1865_A1A
Page : 3
UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right
DaLe 05/27/15 -----
Peak Hour Analysj-s By Entire Intersection for the Period: 16:00 to 18:00 on 05/27/15
A1A
From North
I DRTVEWAY
I From East
I
I A1A
I from sourn
l
3B
0
186TH STREET
L From West
I
't otal
Peak starE 16:30
Volume 32 6
Percent 2* 0t
Pk total 1843
0 3 0 10
0t 23t 0t 77*
13
16:30
000s
5
.65
16:30 |
L2 18 227s 16 |
1t 11 98s lt I
232r I
15:30 |
2 2 531 3 |
538 I
.91
16:30
0 5 0 r-5
0t 25+ 0t 75*
20
1,7 : 15
0109
10
.50
16:30
Highest 17:00
Volume 6 2 493
Hi total 502
PHF 92
186TH STREET
77ee 6 |
98* 0& |
I
I
1l
I
l
A1A
0
Lt,rr.n 5
2,275
10
1 ?OO 2 ,290
'r o41
tatJa
3ll . 301.2,2'7s1. 12r,'leell. ol. ol. 4
15
2 ,275
3B
30
0
6
36
4.133 | rLIIJJI
I-t ALL W/ 1-8671 DWY t- |
. A.L! wl t_oo /t lJyYt l-lI PORSCHE DRIVEWAY
I
| | 13
tl ll
lu.6iL
I tl20 | Intersection Tota1 || 4 ,1,97
|lll
I 4,r38 ----------------
5
0
54
DRIVEWAY
38
n
L6
15
0 15
30
A
186TH STREET & A1A
ST'NNY ISLES, FI,ORIDA
COIJNTED BY: ISIDRO GONZALEZ
NOT SIGNALIZED
Tr:ff i a cltflt6\r aha^i -l i ^F^ru! vcy oPLefq
524 Gardenia Terrace
nFl rav Rpach Fl ^ri.la 33444
Phone (561) 272-3255
PORSCHE DRIVEWAY
site code : 00150110
Start Date: 05/27/L5
File I.D. : 1865_A'1A
Page : 1
A1A
From North
Ulfurn Left Thru Right
I DRIVEWAY
From East
lAlA
| !rom Soutn
| 1B6TH STREET
| !rom west
I
Ulfurn Left Thru Right I UTurn Left Thru Right Ufurn Left Thru Right I Total
Date 05/27/r5 -----
07:00 0 0 0 0
07:15 0 0 0 0
07:30 0 0 0 0
3
2
1
4o7:45 0 0 0 0 | o o 0 1 | o o 0 3 |o o 0 0l
o o o 31 0 0 o 0
o o o 11 0 o 0 o
o o o 0l o o 0 o
0000
0100
0100
Hr Total 0 0
08:00 0 1
o 0l 0 2 o 11 0 o 0 7l o o o ol
000 2
0
0
0
0
0
21 0
21 0
11 0
0
0
0
0
0
0
21 0
21 0
31 0
0
0
0
0
0
0
0
0
0
08:15 0 0 0 0l 0
o 0 o ol o
oR!4q o o o o I o 0 o 4 | 0 0 0 2 | 0 0 o 0
10
08:30
7
6
HrTotal 0 1 0 0l 0 el el 0 0l 2I
16:00 0 1
16:15 0 0
16:30 0 0
0
0
0
16:45 0 0 0 0 0 0 o 11 0 0 0 2)o o o ol
ol
0l
0
0000
0000
0000
0 1 0 11 0 0 0 0
o o o 1l o o 0 0
0 0 0 2 | 0 0 0 1
3
1
3
3
0 1 0 sl 0 o 0 3 o o ol 100
0L
ol
ol
Hr Total 0 1
l-7:00 0 0
17:15 0 0
17:30 0 0
0
1
1
2
0 0 0 0l 0 0 0 0 0 0 0 0l
o o o ol 0 0 o 1l o o o o
0 1 o ol 0 o o o 0 o o o
0
0
0
1'7:45 0 0 0 0 l oootl 0001 0000
Hr Total 0 0 L 0 1l 0 0 2l 000
*TOTAL*0 16
1
27 0
185TH STREET & A1A
SUNNY ISLES, FLORIDA
COUNTED BY: ISIDRO GONZALEZ
NOT SIGNALIZED
Tr5F€i- a,,rrraar q^a.i.l i <fq Tn.
524 Gardenia Terrace
DFI rav Reaeh . Fl ori da 33444
Phone (561) 272-3255
PEDESTRIANS
Site Code : 00150110
etr ri nr tsF. nq /21 | 1 q
File I.D. : 186S_A1A
Page : 1
A1A
From NorEh
08:00 0 0
08:15 0 0
08:30 0 0
o 3 0 23 | o
0 0 0 16 I 0
0 1 0 91 0
0005
o o 0 2l
o 2 o 6l
o o o 7l
I DRTVEWAY
l t rom !;asE
I A1A
I From South
| 1s5TH STREET
I From West
lll
Left BIKES Right peds Left BIKES Right Peds I Left BIKES Right Peds I Left BIKES Rlght Peds
DaLe 05/27/r5 -----
07:00 0 0 0
07:15 0 0
6
0
l12
| lz
lL207:30 0 0 0 0
07:45 O O O 1 O 4 O 4 | o O o o I o 2 o 6 | 17
Hr Total 0 0 0708 o 14 1 0 o 040 4 o 16
1
53
31
L9
20
2I
0
0
0
0
0
0
0
0
0
oR:46 o 0 0 11 0 2 0 9l o o 0 2l
Tobal
0001
0206
0003
01030001
0 1 0 11 0 0 0 2
o 2 0 6l o 0 o 1
0l
1l
1l
ol
ol
1l
Hr Total 0 3l o 5? | 0 3 o 2 0 20 l
-- * BREAK *
91
16:00 0 0 O 2
16115 0 O O 2
15:30 0 0 0 6
L6245 0 0 O 2l
0
0
0
0
2
0
1
1
0
0
0
0
0
0
0
0
0
0
0
0
7l
2l
L7|
0008
0000
0 0 0 5,
03
07
08
22
11
40
,10 6l o 0 0 1l
Hr Total 0 0 0 12 I
0004
46 |
0 0 o 11 | 0 2
o o 0 19 | o o
0 1 0 8i 0 0
0 o o 14 |
o o o 6l
0 1 0 8l
0 1 0 4l
l7:00
0 24
1
0 2l
0 1l
o el
77:15 0 0 0 6
17:30 0000
L7:45 0 o 0 0 I o 3 o 14 | 0 0 0 2 | 0 3 0 10 I
r-00
35
23
32
Hilfotar u 0 0 10 I o s2 i 0 0 14 |o 28 I 115
*TOTAf,*3z I 4s I22 7e I 3s9
%hl ul ,,P[
tffrt"ltl
lt
ft
ll
Irnl | |
0r{,rol fllr,,h
1>
-
Ctrrc{frc.tt}t
Sr.nnl 3\es,Flocida-
furlL lO,Zo t*
Jr^rn b4' .t r^t %lor"\ i no
noT<bna-Ll:aal,
185TH STREET & COLLINS AVENUE
SUNNY ISLES BEACH, FLORIDA
COUMTED BY: SEBASTIAN SALVO
SIGNAI,I ZED
Traffic survey specialist.s, Inc.
624 Gardenia Terrace
Delray Beach, Florida 33444
Phone (551) 272-3255
ALL W/ DAYS DRIVEWAY, TURNBERRY DRIVEWA
site Code : 00150110
Start Date: A5/27/1-5
File I.D. : 185S_A1A
Page : 1
COLLINS AVENUE
From North
I DRTVEWAY
I trom Easr
I
I coLLrNs AVENUE
l
1 AETU CTDFFT
I r rom wesE
I
UTurn Left Thru Right I UTurn Left. Thru RighE UTurn Left Thru RighE. I UTurn Left Thru Right I Total
DaEe 05/21 /15
07:00
07:15
07:30
07 :45
1
0
I
0
1 304 10
03525
23a45
r ao tlf,
09r94
37255
408
919
0000
0102
0010
1l
1
1l
0
0
0
0
s02
576
678
I qlq 51 0 i o 21 6 12 270 1l 7 0 9t 831
Hr Tocal
08:00
08:15
08:30
08:45
4 lsss 251 O 4 1 4 10 44 474
2 4s9 sl 0
o 494 4l 0
4l
3l
ol
2l
25
6
7
9
855
961
913
928
3 32 | 2587
3
I
0
0
0 452 3l 0
0
0
0
0 | 11 14 336
0l 2 16 4r2
11 27 8 395
0
0
0
0
2
2
o 497 3l O O o 6l + 10 385 21 0 I 3 1ol
0 1? |
o 22
1
0 15 |
Hilrotaf 2 1,902 15 0
* BREAK
7 | 44 48 1528 7 0 30 3 64 3658
16:00 1
16:15 4
16:30 2
r 422
0 418
2745t
5 14 466
9 19 620
0 16
o 2'7
o72
1l
2l
ol
0145
0003
o404
1l
2l
1l
o 14 | 92'1
olsl961
o 14 | 1103
L6:45 2 1 456 2l 0 5 0 6l 5 11 s63 0l o 16 0 12 | tozg
Hr Total 9
1?:00
17:15
1?:30
3 1 49r 4l
0 1 438 1 |
10457 1l
21, 51 2100
5 l-4 510
9 14 55s
5 15 5r2
o ss ] 4070
o 20 I 1069
r 17 I 1049
r 22 1048
4 1718 5l 0 10 4 18 |4l
0l
0l
ol
o 7r
014
08
028
o 2 o sl
o 3 o 2l
o 1 1 3l
L7:45 | 2 434 1 |o o o 3l 3 13 474 2l 0 18 0 20 l 97r
Hr ToEal 5 4 ].820 7l 0 6 1 13 |23 56 205r 21 0 68 2 79 | 4]-3'7
*TOTALT 20 I4 6995 <r I 4) |r7 I 194 r445224r996s53
185TH STREET & COLLINS AVENUE
SUNNY ISLES BEACH, FLORIDA
COUNTED BY: SEBASTIAN SA],VO
SIGNALIZED
TtslF:^ e1lr1/ai, qha.l -r I dFdou! vu1 uyuera
524 Gardenla Terrace
DeLray Beach, Florlda 33444
Phone (561) 272-3255
ALL W/ DAYS DRIVEWAY. TURNBERRY DRIVEWA
Site Code : 00150110
start Date: 05/27/15
File I.D. : 185S_A1A
Page : 2
COLLINS AVENUE
From North
J DRIVEWAY
From East
I
15
IJ
lcoLLrNS AVENUE 185TH STREET
I From South I From wesE
ll
uTurn Left Thru Right I uTurn Left Thru Right ] uTurn Left Thru Right I uTurn Left Thru Right I Tot.al
DaLe 05/27/L5 -------------
Peak Hour Analysis By EnEire Intersection for the Period: 07:00 to 09:00 on 05/21/L5
Peak start 08:00 | 08:00
Volume 4 2 I9o2 151 0
Percenr ot ot 99t 1* | 0*
Pk total 1923 ] 11
HighesE 08 :45 | 08:45
VolumeOO497310
Hi Eoral s00 | 6
PHF .96 | .46
407
3 6t 0t 64t
.94
COLLINS AVENUE
L,902
0
| 08:00
| 44 4s rs28 7
| 3* 3t 94* o*
I 1627
I 08:30
12164L22
| 432
08:00
0
0t
97
08:15
0
29
.84
30 3 64
31* 3t 65t
30
1_ ,528
7
1_ ,902
't o?2 ' I
L t taJ
15
.92.0
1, 565
L,528
0
185TH STREET
920 107
15
3,499 | [l'. ALL W/ DAYS DRIVEWA
| . TURNBERRY DRTVEWAY | ,"I I 11 0
rl ll
lzon2TlnlL'll-
g'/ | r.ttersection Total- |
-
| 3,6s8 | t.ll
30
0 30
o
3
'/
ot
0 64
tlll-I DRIVEWAY
3 ,597 L,62'7
---t
4
r ,902
o+
L,970
COLLIN
92
AVENUE
L,528
185TH STREET & COL],INS AVENUE
SUNNY IS],ES BEACH, FLORIDA
COUNTED BY: SEBASTIAN SALVO
SIGNALIZED
Traffj-c Survey SpecialisEs, Inc.
624 Gardenia Terrace
nalTAv RFA.h F1nrida 33444
Phone (561) 272-3255
ALL W/ DAYS DRIVEWAY, TURNBERRY DRIVEWA
Site Code : 00150110
SEart Date: 05/27/L5
Flle I.D. : 185S_A1A
Page : 3
COLLINS AVENUE
From NorEh
I COLTTTNS AVENUE
I Fr^m c^rrfh
I
| 18srH STREET
l from wesr
I
I DRTVEWAY
I From East
I
u.Iurn Left Thru Right I trfurn Left Thru Righr I u:furn Left. Thru Right I ufurn LefE Thru Righr 'IOLal
DaEe 05/27 /15 - --------------
Peak Hour Analysis By Entire Intersection for the Perj-od: 16:00 to 18:00 on 05/27/L5
Peak starE 15:30
Volume 7 3 l-803
Percent 0C 0$ 99t
Pk total 1820
Highest 17;00
Volume 3 1 49].
Hi total 499
PHF .91
185TH STREET
50
0
63
0
| 15:30
7l o 14 0
0e | 0r 4sr 0t
I Jr
I re, +s
4l o s 0
I 11
.70
I 15:30
77 1 2A s8 2248 1
55* lt 2* 96* 0t
2335
| 16:30
51 9 1e 620 1
| 64e
| .eo
0 50
0* 44+
114
17:00
0 14
34
.84
1 63
L* 55t
COLLINS AVENUE
1,803
0
50
2 ,248
L1
1, 803 2 ,3L5
| '1 o.^ ' | "r,ozv 4,135 |
4 ,2L5
+, LJ
t. ALL w/ DAYS DRTVEWA r- |I TURNBERRY DRTVEWAY | .1llrllr rl
| '.0' 43
L
II14 | ftrtersection Total| 4,300rlt-
i
-
L r1tr
10
L2
5
0 93
50 I2
214
I2
DR]VEWAY
10
1
1
63
,,r33ll
::
llr'*oll
COLLINS
. 86.0
t'0
AVENUE
Z, ) )5 ----------------
2 ,248
0
2,248
185TH STREET & COLLINS AVENUE
SUNNY ISLES BEACH, FLORIDA
COUM|ED BY: SEBASTIAN SALVO
SIGNALIZED
TrrFFin c,,fl'.\r Cha.i^liafc Tn.
524 Gardenia Terrace
nelrav Ppa.h Flnrida 33444
Phone (561) 272-3255
TURNBERRY DRIVEWAY
Site Code : 00150110
Start DaEe: 05/27/15
File I.D. : 185S_A1A
Page : 1
lLl
UTurn Left Thru Right I llfurn Left. Thru Right I UTurn Left Thru Right I UTurn Left Thru Right
2
3
2
COLLINS AVENUE
From Nort.h
0
0
0
0
1
0
0
1
I DRTVEWAY
| !rom Easr
I COLLTNS AVENUE
Fr^m e^rrtsh
| 1 aqru QTDFFT
| !rom wesr
Tot.a1
07:00
07:15
07;30
O7 t45
0
0
0
0
o o 2 oJ
0000
0010
0001
0001
0001
ol o o o o
ol o o o 1
0l 0 0 1 o
ol o o o 1"1 o o o ol o o o o
Hilr'otat 0l
ol
ol
ol
O8:45 O O O 0 |o00?o o 0 1l
21 0 3l ol
ol
ol
ol
0l
11
08:00 0 2 0
08:15 0 0 0
08:30 0 0 0
o o o o l o o o 2l
o 1 o ol o o o ol
o o o ol o o 0 1l
0
0
0
0
0
0
0
o
0
0
0
1
4
1
1
5
Hiltotat u ol l 0 3l o o 4l ol 11
15:00 0 1 0 0
16:15 0 1 0 0
15:30 0 0 0 0
0
0
0
0
0
0
0
0
5
51,6t45 0 1 0 0 |0 1 0 3l 0 0l 0 0 0 01
0000
0000
0000
00
01
00
o 1 1 3l
o 0 0 3l
o 1 o 1l
Hr Tot.al 0 3 0 0l 0 3 1 10 |0 1l 0 0 0l
0
0
0
0
ol
ol
0l
0l
0
0
0
0
0
0
0
0
0
1
0
0
0l
0
0l
0
18
17:00 0 1 0
17:15 0 1 0
17:30 0 0 0
ol
ol
ol
1l
ol
1l
1l
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
o
0
0
0
0
2
2
2
317:45 O 2 O O I
Hr'10Eat u ol ll ol 0l
*TOTAL*ol 18 8l ol
185TH STREET & COLLINS AVENUE
SUNNY ISLES BEACH, FLORIDA
COLNTED BY: SEBASTIAN SALVO
SIGNALIZED
Trrffi^ qrrrl'ar/ qna.iAl ietq Tn.
624 Gardenia Terrace
npl raw PpA.h Fl nrida 33444
Phone (561) 272-3255
PEDESTRIANS
site code : 001501"1.0
Start Date: 05/27/3"5
File LD. : 185S_A1A
Page : 1
I
Left BIKES Right Peds I Left BIKES Right Peds ] Left BrKES Right Peds
DaLe 05/2'7/15 --
COL],INS AVENUE
From North
teft BIKES Right Peds
I DRIVEWAY
From East
I coLLrNs AVENUE
I Fr^m q^rrrh
I 1 AqTE qTPFFT
I From West
0
0
0
0
Total
07:00
0?:15
07:30
07 :45
0
0
0
0
0
0
0
0
0
0
0
0
r9
11
10
0
1
0
2
0
0
0
0
01067
0 1 0 13
0 1 0 15
0 1 0 76
1
o 0 0 13 |
o o o 23 l
41 158
c | 44
2l 45
I | )J1 o 4 o r2l o o o 241
Hr aotaa
08:00
08:15
08:30
08:45
44 I
6l
3l
6l
21
22
1
4l
7l
sl
23
18 l
11
4l
4l
6l
l-l
0 10? | 0 o 135 l L2 | 310
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
5
0
2
3
0
0
0
0
0
0
0
o
L
0
I
o
0
0
0
0
0
0
0
0
1
0
2
1
0
0
0
0
62
26
42
23
Hr aotaf 17
J
6
9
2l
16 |67
1
LO !> l
0001
153
15:00
15:15
16:30
15 :45
0 18
012
0 11
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
0
00022
00037
1
01023
o o o 14
0007
0002
0006
54
6I
51
?10 14 |
Hr aocaa zo I o 55 |01096r 0 0 0 15
21
1l
sl
4l
197
63
36
66
49
17:00 0 0
17:15 0 0
17:30 0 0
0 1 o 18 |
0 1 0 14 I
0 1 0 16 I
o 2 0 15
0 3l
0 0l
o 10 |
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
3
0
0
0
0
le I
rc I
11 |
24 1I'7:45 0 0 0 0 |
Hr Total 0 0 0 13 |05464 114 |
1) |2L4
*TOTAL*r00 I 264 |413 |
-#
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ll
tr
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Eigno.-t.;:.J
8/17/2013 4:53 PM
Print Date:Print Time:
Asset
PH 1 PH 8PH 7PH 6PH 5PH 4PH 2 PH 3
0 0 0 0 0 0 0 0
-SBT -WBT ---EBT
Splits
4605 Collins Av&189 St DOW-7 N/A 0 0 0 Max 0N/A
Active
Maximum
Active
PhaseBank
TOD
SettingOffsetCyclePlan #Op Mode
TOD
ScheduleIntersection
TOD Schedule Report
for 4605: Collins Av&189 St
RedYellowMax 2Max LimitMin InitialDon't WalkWalkPhase
Phase Bank
1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3
Veh Ext
1 0 0 0 0 000----0--000 0 0--000--0000--
2 0 0 15 4 1015----0--1500 0 0--04040--40111--
3 0 0 0 0 000----0--000 0 0--000--0000--
4 7 12 7 4 1127----12--777 20 20--02020--202.5 2.5 2.5--
5 0 0 0 0 000----0--000 0 0--000--0000--
6 0 0 0 0 000----0--000 0 0--000--0000--
7 0 0 0 0 000----0--000 0 0--000--0000--
8 0 0 7 4 107----0--700 20 20--02020--202.5 2.5 2.5--
unknownLast In Service Date:
Permitted Phases
12345678
-2-4---8Default
External Permit 0
External Permit 1
External Permit 2
--------
--------
--------
Phase Bank 1Active Phase Bank:
-
SBT
-
WBT
-
-
-
EBT
Cycle
Current
TOD Schedule
Plan Ring Offset Offset
Green Time
120 0 90 0 20 0 0 0 20 0 91
120 0 95 0 15 0 0 0 15 0 102
130 0 100 0 20 0 0 0 20 0 1243
120 0 89 0 21 0 0 0 21 0 904
90 0 66 0 14 0 0 0 14 0 186
120 0 91 0 19 0 0 0 19 0 437
110 0 81 0 19 0 0 0 19 0 818
120 0 91 0 19 0 0 0 19 0 519
110 0 81 0 19 0 0 0 19 0 8110
110 0 81 0 19 0 0 0 19 0 8111
165 0 135 0 20 0 0 0 20 0 13712
DOWPlanTime
Local TOD Schedule
6 Su M T ThW S0000F
Flash Su M T ThW0100
Flash S0200F
6 Su S0630
1 M T ThW0630 F
2 M T ThW1000 F
2 S1000
2 Su1100
12 M T ThW1600 F
4 Su S1700
4 M T ThW2000 F
6 Su M T ThW S2200F
1 2 3 4 5 6 7 8
-SBT -WBT --EBT-
Day of WeekSettings *FunctionTime
Current Time of Day Function
0000 TOD OUTPUTS --------SuM T W ThF S
Day of WeekSettings *FunctionTime
Local Time of Day Function
TOD OUTPUTS --------SuM T W ThF S0000
7 - X-PED OMIT
6 - EXTERNAL PERMIT 2
5 - EXTERNAL PERMIT 1
4 - Phase Bank 3, Max 2
3 - Phase Bank 3, Max 1
2 - Phase Bank 2, Max 2
1 - Phase Bank 2, Max 1
Blank - Plan - Phase Bank 1, Max 2
Blank - FREE - Phase Bank 1, Max 1
* Settings
8 - TBA
No Calendar Defined/Enabled
Page 2 of 2
11/25/2013 8:07 AM
Print Date:Print Time:
Asset
PH 1 PH 8PH 7PH 6PH 5PH 4PH 2 PH 3
0 0 0 0 0 0 0 0
NBL SBT --SBL NBT -EBT
Splits
3459 Collins Av&185 St DOW-2 N/A 0 0 0 Max 0N/A
Active
Maximum
Active
PhaseBank
TOD
SettingOffsetCyclePlan #Op Mode
TOD
ScheduleIntersection
TOD Schedule Report
for 3459: Collins Av&185 St
RedYellowMax 2Max LimitMin InitialDon't WalkWalkPhase
Phase Bank
1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3
Veh Ext
1 0 0 5 3 005----0--500 20 10--01010--10222--
2 0 0 15 4 1015----0--1500 0 61--04061--40111--
3 0 0 0 0 000----0--000 0 0--000--0000--
4 0 0 0 0 000----0--000 0 0--000--0000--
5 0 0 5 3 005----0--500 20 10--01010--10222--
6 0 0 15 4 1015----0--1500 0 61--04061--40111--
7 0 0 0 0 000----0--000 0 0--000--0000--
8 7 20 7 4 1207----20--777 35 26--02526--262.5 2.5 2.5--
unknownLast In Service Date:
Permitted Phases
12345678
12--56-8Default
External Permit 0
External Permit 1
External Permit 2
--------
-2---6-8
-2---6-8
Phase Bank 1Active Phase Bank:
NBL
SBT
-
-
SBL
NBT
-
EBT
Cycle
Current
TOD Schedule
Plan Ring Offset Offset
Green Time
120 10 71 0 0 10 71 0 26 0 291
120 13 68 0 0 13 68 0 26 0 72
130 15 76 0 0 15 76 0 26 0 763
120 15 61 0 0 15 61 0 31 0 14
90 10 41 0 0 10 41 0 26 0 286
120 9 72 0 0 9 72 0 26 0 697
110 9 62 0 0 9 62 0 26 0 238
120 9 72 0 0 9 72 0 26 0 1049
110 9 62 0 0 9 62 0 26 0 2910
110 9 62 0 0 9 62 0 26 0 2911
165 19 107 0 0 15 111 0 26 0 10712
DOWPlanTime
Local TOD Schedule
6 Su M T ThW S0000F
Free Su0100
Free S0200
6 Su S0630
1 M T ThW0630 F
2 M T ThW1000 F
2 S1000
2 Su1100
12 M T ThW1600 F
4 Su S1700
4 M T ThW2000 F
6 Su M T ThW S2200F
1 2 3 4 5 6 7 8
NBL SBT --SBL -EBTNBT
Day of WeekSettings *FunctionTime
Current Time of Day Function
0000 TOD OUTPUTS --------SuM T W ThF S
Day of WeekSettings *FunctionTime
Local Time of Day Function
TOD OUTPUTS --------SuM T W ThF S0000
TOD OUTPUTS -------1 Su0100
TOD OUTPUTS -------1 S0200
TOD OUTPUTS --------Su S0630
7 - X-PED OMIT
6 - EXTERNAL PERMIT 2
5 - EXTERNAL PERMIT 1
4 - Phase Bank 3, Max 2
3 - Phase Bank 3, Max 1
2 - Phase Bank 2, Max 2
1 - Phase Bank 2, Max 1
Blank - Plan - Phase Bank 1, Max 2
Blank - FREE - Phase Bank 1, Max 1
* Settings
8 - TBA
No Calendar Defined/Enabled
Page 2 of 2
8/17/2013 4:53 PM
Print Date:Print Time:
Asset
PH 1 PH 8PH 7PH 6PH 5PH 4PH 2 PH 3
0 0 0 0 0 0 0 0
-SBT EBT WBR SBL NBT WBT -
Splits
4606 Collins Av&SR- 856 DOW-7 N/A 0 0 0 Max 0N/A
Active
Maximum
Active
PhaseBank
TOD
SettingOffsetCyclePlan #Op Mode
TOD
ScheduleIntersection
TOD Schedule Report
for 4606: Collins Av&SR- 856
RedYellowMax 2Max LimitMin InitialDon't WalkWalkPhase
Phase Bank
1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3
Veh Ext
1 0 0 0 0 000----0--000 0 0--000--0000--
2 0 0 15 4 3.1015----0--1500 0 30--04030--40111--
3 7 10 7 4 2.4107----10--777 35 25--02525--252.5 2.5 2.5--
4 0 0 7 4 0.107----0--700 30 10--01710--172.5 2.5 2.5--
5 7 10 7 3 0107----10--777 20 8--0148--14222--
6 0 0 15 4 3.1015----0--1500 0 30--04030--40111--
7 7 10 7 4 2.4107----10--777 35 25--02525--252.5 2.5 2.5--
8 0 0 0 0 000----0--000 0 0--000--0000--
unknownLast In Service Date:
Permitted Phases
12345678
-234567-Default
External Permit 0
External Permit 1
External Permit 2
--------
--------
--------
Phase Bank 1Active Phase Bank:
-
SBT
EBT
WBR
SBL
NBT
WBT
-
Cycle
Current
TOD Schedule
Plan Ring Offset Offset
Green Time
120 0 62 31 10 9 50 31 0 0 931
120 0 63 30 10 7 53 30 0 0 762
130 0 64 39 10 11 50 39 0 0 1063
120 0 65 28 10 11 51 28 0 0 524
90 0 39 24 10 9 27 24 0 0 776
120 0 72 24 7 18 51 24 0 0 257
110 0 62 24 7 18 41 24 0 0 738
120 0 70 26 7 18 49 26 0 0 189
110 0 62 24 7 18 41 24 0 0 7310
110 0 62 24 7 18 41 24 0 0 7311
165 0 99 39 10 11 85 39 0 0 13512
DOWPlanTime
Local TOD Schedule
6 Su M T ThW S0000F
Free Su0100
Free S0200
6 Su S0630
1 M T ThW0630 F
2 M T ThW1000 F
2 S1000
2 Su1100
12 M T ThW1600 F
4 Su S1700
4 M T ThW2000 F
6 Su M T ThW S2200F
1 2 3 4 5 6 7 8
-SBT EBT WBR SBL WBT -NBT
Day of WeekSettings *FunctionTime
Current Time of Day Function
0000 TOD OUTPUTS --------SuM T W ThF S
0200 TOD OUTPUTS -------1 S
0630 TOD OUTPUTS --------Su S
Day of WeekSettings *FunctionTime
Local Time of Day Function
TOD OUTPUTS --------SuM T W ThF S0000
TOD OUTPUTS -------1 Su0100
TOD OUTPUTS -------1 S0200
TOD OUTPUTS --------Su S0630
7 - X-PED OMIT
6 - EXTERNAL PERMIT 2
5 - EXTERNAL PERMIT 1
4 - Phase Bank 3, Max 2
3 - Phase Bank 3, Max 1
2 - Phase Bank 2, Max 2
1 - Phase Bank 2, Max 1
Blank - Plan - Phase Bank 1, Max 2
Blank - FREE - Phase Bank 1, Max 1
* Settings
8 - TBA
No Calendar Defined/Enabled
Page 2 of 2
Appendix C
Intersection Capacity Analysis Worksheets
Existing Conditions
Timings 15158 Existing AM
1: Collins Avenue & 185th Street 6/8/2015
Varadero 5/27/2015 15158 Existing AM Synchro 9 Report
Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT
Lane Configurations
Volume (vph) 28 0 49 4 1 6 28 47 1237 6 6 1780
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.92 0.95 0.95 0.95 0.95 0.95
Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Shared Lane Traffic (%)
Turn Type Perm NA Perm NA Prot Prot NA Prot NA
Protected Phases 4 8 5 5 2 1 6
Permitted Phases 4 8
Detector Phase 4 4 8 8 5 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 23.0 23.0 23.0 23.0 9.5 9.5 23.0 9.5 23.0
Total Split (s) 31.0 31.0 31.0 31.0 13.0 13.0 76.0 13.0 76.0
Total Split (%) 25.8% 25.8% 25.8% 25.8% 10.8% 10.8% 63.3% 10.8% 63.3%
Yellow Time (s) 4.0 4.0 4.0 4.0 3.0 3.0 4.0 3.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 0.0 1.0 0.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 3.0 5.0 3.0 5.0
Lead/Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize?Yes Yes Yes Yes Yes
Recall Mode None None None None None None Min None Min
Act Effct Green (s) 7.8 7.8 7.8 8.9 63.6 6.4 56.2
Actuated g/C Ratio 0.10 0.10 0.10 0.11 0.81 0.08 0.72
v/c Ratio 0.21 0.21 0.07 0.39 0.32 0.04 0.52
Control Delay 42.7 3.5 30.4 44.4 3.3 42.3 8.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 42.7 3.5 30.4 44.4 3.3 42.3 8.1
LOS D A C D A D A
Approach Delay 17.5 30.4 5.6 8.2
Approach LOS B C A A
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 78.2
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.52
Intersection Signal Delay: 7.4 Intersection LOS: A
Intersection Capacity Utilization 55.0% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 1: Collins Avenue & 185th Street
Timings 15158 Existing AM
1: Collins Avenue & 185th Street 6/8/2015
Varadero 5/27/2015 15158 Existing AM Synchro 9 Report
Page 2
Lane Group SBR
Lane Configurations
Volume (vph) 21
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95
Growth Factor 100%
Heavy Vehicles (%) 2%
Bus Blockages (#/hr) 0
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Timings 15158 Existing PM
1: Collins Avenue & 185th Street 6/9/2015
Varadero 5/27/2015 15158 Existing PM Synchro 9 Report
Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT
Lane Configurations
Volume (vph) 72 0 69 8 3 16 23 55 2138 3 11 1822
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97
Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Shared Lane Traffic (%)
Turn Type Perm NA Perm NA Prot Prot NA Prot NA
Protected Phases 4 8 5 5 2 1 6
Permitted Phases 4 8
Detector Phase 4 4 8 8 5 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 23.0 23.0 23.0 23.0 9.5 9.5 23.0 9.5 23.0
Total Split (s) 31.0 31.0 31.0 31.0 15.0 15.0 112.0 22.0 119.0
Total Split (%) 18.8% 18.8% 18.8% 18.8% 9.1% 9.1% 67.9% 13.3% 72.1%
Yellow Time (s) 4.0 4.0 4.0 4.0 2.0 2.0 4.0 3.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 0.0 1.0 0.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 2.0 5.0 3.0 5.0
Lead/Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize?Yes Yes Yes Yes Yes
Recall Mode None None None None None None Min None Min
Act Effct Green (s) 11.4 11.4 11.4 10.2 67.5 6.5 59.1
Actuated g/C Ratio 0.13 0.13 0.13 0.11 0.74 0.07 0.65
v/c Ratio 0.43 0.25 0.13 0.41 0.59 0.09 0.57
Control Delay 49.6 5.8 27.1 50.1 6.8 51.0 10.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 49.6 5.8 27.1 50.1 6.8 51.0 10.5
LOS D A C D A D B
Approach Delay 28.2 27.1 8.3 10.8
Approach LOS C C A B
Intersection Summary
Cycle Length: 165
Actuated Cycle Length: 91
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.59
Intersection Signal Delay: 10.2 Intersection LOS: B
Intersection Capacity Utilization 67.9% ICU Level of Service C
Analysis Period (min) 15
Splits and Phases: 1: Collins Avenue & 185th Street
Timings 15158 Existing PM
1: Collins Avenue & 185th Street 6/9/2015
Varadero 5/27/2015 15158 Existing PM Synchro 9 Report
Page 2
Lane Group SBR
Lane Configurations
Volume (vph) 6
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97
Growth Factor 100%
Heavy Vehicles (%) 2%
Bus Blockages (#/hr) 0
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
HCM 2010 TWSC 15158 Existing AM
2: Collins Avenue & 186th Street 6/8/2015
Varadero 5/27/2015 15158 Existing AM Synchro 9 Report
Page 1
Intersection
Int Delay, s/veh 0.5
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR
Vol, veh/h 4 0 9 7 0 16 2 8 1242 14 16 6 1805 14
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free Free
RT Channelized - - None - - None - - - None - - - None
Storage Length 0 - 0 - - - - 150 - - - 220 - -
Veh in Median Storage, # - 0 - - 0 - - - 0 - - - 0 -
Grade, % - 0 - - 0 - - - 0 - - - 0 -
Peak Hour Factor 97 97 97 97 97 97 92 97 97 97 92 97 97 97
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 4 0 9 7 0 16 2 8 1280 14 17 6 1861 14
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2448 3231 938 2099 3230 647 1378 1875 0 0 962 1295 0 0
Stage 1 1915 1915 - 1308 1308 - - - - - - - - -
Stage 2 533 1316 - 791 1922 - - - - - - - - -
Critical Hdwy 6.44 6.54 7.14 6.44 6.54 7.14 5.64 5.34 - - 5.64 5.34 - -
Critical Hdwy Stg 1 7.34 5.54 - 7.34 5.54 - - - - - - - - -
Critical Hdwy Stg 2 6.74 5.54 - 6.74 5.54 - - - - - - - - -
Follow-up Hdwy 3.82 4.02 3.92 3.82 4.02 3.92 2.32 3.12 - - 2.32 3.12 - -
Pot Cap-1 Maneuver 33 9 228 55 9 355 270 145 - - 461 281 - -
Stage 1 44 114 - 121 228 - - - - - - - - -
Stage 2 455 226 - 317 113 - - - - - - - - -
Platoon blocked, %- - - -
Mov Cap-1 Maneuver 31 9 228 53 9 355 160 160 - - 383 383 - -
Mov Cap-2 Maneuver 31 9 - 53 9 - - - - - - - - -
Stage 1 44 114 - 121 228 - - - - - - - - -
Stage 2 434 226 - 304 113 - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 57.4 38.8
HCM LOS F E
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR
Capacity (veh/h) 160 - - 31 228 130 383 - -
HCM Lane V/C Ratio 0.065 - - 0.133 0.041 0.182 0.062 - -
HCM Control Delay (s) 29.1 - - 138.2 21.5 38.8 15 - -
HCM Lane LOS D - - F C E C - -
HCM 95th %tile Q(veh) 0 - - 0 0 1 0 - -
HCM 2010 TWSC 15158 Existing PM
2: Collins Avenue & 186th Street 6/9/2015
Varadero 5/27/2015 15158 Existing PM Synchro 9 Report
Page 1
Intersection
Int Delay, s/veh 1.2
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR
Vol, veh/h 5 0 12 4 0 15 7 16 2199 12 31 6 1839 6
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free Free
RT Channelized - - None - - None - - - None - - - None
Storage Length 0 - 0 - - - - 150 - - - 220 - -
Veh in Median Storage, # - 0 - - 0 - - - 0 - - - 0 -
Grade, % - 0 - - 0 - - - 0 - - - 0 -
Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98 98 98
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 5 0 12 4 0 15 7 16 2244 12 32 6 1877 6
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2899 4258 941 3123 4255 1128 1387 1883 0 0 1662 2256 0 0
Stage 1 1955 1955 - 2297 2297 - - - - - - - - -
Stage 2 944 2303 - 826 1958 - - - - - - - - -
Critical Hdwy 6.44 6.54 7.14 6.44 6.54 7.14 5.64 5.34 - - 5.64 5.34 - -
Critical Hdwy Stg 1 7.34 5.54 - 7.34 5.54 - - - - - - - - -
Critical Hdwy Stg 2 6.74 5.54 - 6.74 5.54 - - - - - - - - -
Follow-up Hdwy 3.82 4.02 3.92 3.82 4.02 3.92 2.32 3.12 - - 2.32 3.12 - -
Pot Cap-1 Maneuver 17 2 227 12 2 170 267 143 - - 187 93 - -
Stage 1 42 109 - 23 73 - - - - - - - - -
Stage 2 255 72 - 301 108 - - - - - - - - -
Platoon blocked, %- - - -
Mov Cap-1 Maneuver 15 2 227 11 2 170 165 165 - - 151 151 - -
Mov Cap-2 Maneuver 15 2 - 11 2 - - - - - - - - -
Stage 1 42 109 - 23 73 - - - - - - - - -
Stage 2 232 72 - 285 108 - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 115.1 149.8
HCM LOS F F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR
Capacity (veh/h) 165 - - 15 227 42 151 - -
HCM Lane V/C Ratio 0.142 - - 0.34 0.054 0.462 0.25 - -
HCM Control Delay (s) 30.4 - - $ 339 21.8 149.8 36.7 - -
HCM Lane LOS D - - F C F E - -
HCM 95th %tile Q(veh) 0 - - 1 0 2 1 - -
HCM 2010 TWSC 15158 Existing AM
3: Collins Avenue & 188th Block 6/8/2015
Varadero 5/27/2015 15158 Existing AM Synchro 9 Report
Page 1
Intersection
Int Delay, s/veh 0.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR
Vol, veh/h 0 0 2 1 0 3 0 1242 0 74 1 1796 17
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - - None
Storage Length - - - - - - - - - - 150 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - - 0 -
Grade, % - 0 - - 0 - - 0 - - - 0 -
Peak Hour Factor 98 98 98 98 98 98 98 98 98 92 98 98 98
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 2 1 0 3 0 1267 0 80 1 1833 17
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2511 3271 925 2163 3280 634 1850 0 0 928 1267 0 0
Stage 1 2004 2004 - 1267 1267 - - - - - - - -
Stage 2 507 1267 - 896 2013 - - - - - - - -
Critical Hdwy 6.44 6.54 7.14 6.44 6.54 7.14 5.34 - - 5.64 5.34 - -
Critical Hdwy Stg 1 7.34 5.54 - 7.34 5.54 - - - - - - - -
Critical Hdwy Stg 2 6.74 5.54 - 6.74 5.54 - - - - - - - -
Follow-up Hdwy 3.82 4.02 3.92 3.82 4.02 3.92 3.12 - - 2.32 3.12 - -
Pot Cap-1 Maneuver 30 9 233 50 9 362 149 - - 482 290 - -
Stage 1 38 103 - 129 238 - - - - - - - -
Stage 2 472 238 - 273 102 - - - - - - - -
Platoon blocked, %- - - -
Mov Cap-1 Maneuver 30 9 233 50 9 362 149 - - 474 474 - -
Mov Cap-2 Maneuver 30 9 - 50 9 - - - - - - - -
Stage 1 38 103 - 129 238 - - - - - - - -
Stage 2 468 238 - 271 102 - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 20.6 31.3
HCM LOS C D
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 149 - - 233 141 474 - -
HCM Lane V/C Ratio - - - 0.009 0.029 0.172 - -
HCM Control Delay (s) 0 - - 20.6 31.3 14.2 - -
HCM Lane LOS A - - C D B - -
HCM 95th %tile Q(veh) 0 - - 0 0 1 - -
HCM 2010 TWSC 15158 Existing PM
3: Collins Avenue & 188th Block 6/9/2015
Varadero 5/27/2015 15158 Existing PM Synchro 9 Report
Page 1
Intersection
Int Delay, s/veh 0.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR
Vol, veh/h 1 0 10 0 0 5 0 2244 2 89 1 1825 33
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - - None
Storage Length - - - - - - - - - - 150 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - - 0 -
Grade, % - 0 - - 0 - - 0 - - - 0 -
Peak Hour Factor 98 98 98 98 98 98 98 98 98 92 98 98 98
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 1 0 10 0 0 5 0 2290 2 97 1 1862 34
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2991 4367 948 3231 4382 1146 1896 0 0 1678 2292 0 0
Stage 1 2075 2075 - 2291 2291 - - - - - - - -
Stage 2 916 2292 - 940 2091 - - - - - - - -
Critical Hdwy 6.44 6.54 7.14 6.44 6.54 7.14 5.34 - - 5.64 5.34 - -
Critical Hdwy Stg 1 7.34 5.54 - 7.34 5.54 - - - - - - - -
Critical Hdwy Stg 2 6.74 5.54 - 6.74 5.54 - - - - - - - -
Follow-up Hdwy 3.82 4.02 3.92 3.82 4.02 3.92 3.12 - - 2.32 3.12 - -
Pot Cap-1 Maneuver 15 2 225 10 2 166 141 - - 183 89 - -
Stage 1 34 94 - 24 73 - - - - - - - -
Stage 2 265 73 - 256 93 - - - - - - - -
Platoon blocked, %- - - -
Mov Cap-1 Maneuver 15 2 225 10 2 166 141 - - 175 175 - -
Mov Cap-2 Maneuver 15 2 - 10 2 - - - - - - - -
Stage 1 34 94 - 24 73 - - - - - - - -
Stage 2 257 73 - 244 93 - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 46 27.4
HCM LOS E D
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 141 - - 99 166 175 - -
HCM Lane V/C Ratio - - - 0.113 0.031 0.559 - -
HCM Control Delay (s) 0 - - 46 27.4 48.8 - -
HCM Lane LOS A - - E D E - -
HCM 95th %tile Q(veh) 0 - - 0 0 3 - -
Timings 15158 Existing AM
4: 189th Street & Collins Avenue 6/8/2015
Varadero 5/27/2015 15158 Existing AM Synchro 9 Report
Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (vph) 0 0 43 11 11 0 0 0 0 0 1862 32
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Shared Lane Traffic (%)
Turn Type Perm Prot NA NA
Protected Phases 3 8 6
Permitted Phases 8
Detector Phase 8 3 8 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 23.0 23.0 23.0 23.0
Total Split (s) 25.0 25.0 25.0 95.0
Total Split (%) 20.8% 20.8% 20.8%79.2%
Yellow Time (s) 4.0 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0
Lead/Lag
Lead-Lag Optimize?
Recall Mode Min Min Min Max
Act Effct Green (s) 13.8 13.8 90.4
Actuated g/C Ratio 0.12 0.12 0.79
v/c Ratio 0.21 0.10 0.40
Control Delay 23.1 22.5 4.4
Queue Delay 0.0 0.0 0.0
Total Delay 23.1 22.5 4.4
LOS C C A
Approach Delay 22.5 4.4
Approach LOS C A
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 114.2
Natural Cycle: 50
Control Type: Semi Act-Uncoord
Maximum v/c Ratio: 0.40
Intersection Signal Delay: 5.1 Intersection LOS: A
Intersection Capacity Utilization 48.3% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 4: 189th Street & Collins Avenue
Timings 15158 Existing PM
4: 189th Street & Collins Avenue 6/9/2015
Varadero 5/27/2015 15158 Existing PM Synchro 9 Report
Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (vph) 0 0 42 30 12 0 0 0 0 0 1884 42
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98
Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Shared Lane Traffic (%)
Turn Type Perm Prot NA NA
Protected Phases 3 8 6
Permitted Phases 8
Detector Phase 8 3 8 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 23.0 23.0 23.0 23.0
Total Split (s) 25.0 25.0 25.0 140.0
Total Split (%) 15.2% 15.2% 15.2%84.8%
Yellow Time (s) 4.0 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0
Lead/Lag
Lead-Lag Optimize?
Recall Mode Min Min Min Max
Act Effct Green (s) 13.9 13.9 135.3
Actuated g/C Ratio 0.09 0.09 0.85
v/c Ratio 0.23 0.23 0.36
Control Delay 17.4 30.9 3.2
Queue Delay 0.0 0.0 0.0
Total Delay 17.4 30.9 3.2
LOS B C A
Approach Delay 30.9 3.2
Approach LOS C A
Intersection Summary
Cycle Length: 165
Actuated Cycle Length: 159.2
Natural Cycle: 50
Control Type: Semi Act-Uncoord
Maximum v/c Ratio: 0.36
Intersection Signal Delay: 4.0 Intersection LOS: A
Intersection Capacity Utilization 48.8% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 4: 189th Street & Collins Avenue
Timings 15158 Existing AM
5: Collins Avenue & William Lehman Cswy SR856 6/8/2015
Varadero 5/27/2015 15158 Existing AM Synchro 9 Report
Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT
Lane Configurations
Volume (vph) 291 0 0 18 0 5 42 0 434 14 13 863
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96
Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Shared Lane Traffic (%)
Turn Type Prot Free Prot Prot Perm NA Prot NA
Protected Phases 3 3 4 2 1 6
Permitted Phases Free 2
Detector Phase 3 3 4 2 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 11.0 11.0 10.0 25.0 25.0 9.5 25.0
Total Split (s) 37.0 37.0 14.0 57.0 57.0 12.0 69.0
Total Split (%) 30.8% 30.8% 11.7% 47.5% 47.5% 10.0% 57.5%
Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 3.0 4.0
All-Red Time (s) 2.0 2.0 1.0 3.0 3.0 0.0 3.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 6.0 6.0 5.0 7.0 7.0 3.0 7.0
Lead/Lag Lead Lead Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes
Recall Mode None None None Max Max None Max
Act Effct Green (s) 13.2 13.2 5.5 60.5 60.5 6.3 62.4
Actuated g/C Ratio 0.15 0.15 0.06 0.67 0.67 0.07 0.69
v/c Ratio 0.60 0.07 0.02 0.11 0.20 0.11 0.37
Control Delay 42.0 34.7 0.2 9.6 7.6 43.9 7.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 42.0 34.7 0.2 9.6 7.6 43.9 7.2
LOS D C A A A D A
Approach Delay 7.8 7.7
Approach LOS A A
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 90.5
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.60
Intersection Signal Delay: 13.9 Intersection LOS: B
Intersection Capacity Utilization 53.0% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 5: Collins Avenue & William Lehman Cswy SR856
Timings 15158 Existing PM
5: Collins Avenue & William Lehman Cswy SR856 6/9/2015
Varadero 5/27/2015 15158 Existing PM Synchro 9 Report
Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT
Lane Configurations
Volume (vph) 492 0 0 15 0 8 46 0 1002 17 22 712
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Shared Lane Traffic (%)
Turn Type Prot Free Prot Prot Perm NA Prot NA
Protected Phases 3 3 4 2 1 6
Permitted Phases Free 2
Detector Phase 3 3 4 2 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 11.0 11.0 10.0 25.0 25.0 9.5 25.0
Total Split (s) 45.0 45.0 14.0 92.0 92.0 14.0 106.0
Total Split (%) 27.3% 27.3% 8.5% 55.8% 55.8% 8.5% 64.2%
Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 3.0 4.0
All-Red Time (s) 2.0 2.0 0.0 3.0 3.0 0.0 3.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 6.0 6.0 4.0 7.0 7.0 3.0 7.0
Lead/Lag Lead Lead Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes
Recall Mode None None None Max Max None Max
Act Effct Green (s) 27.6 27.6 5.5 92.7 92.7 7.5 99.4
Actuated g/C Ratio 0.19 0.19 0.04 0.65 0.65 0.05 0.70
v/c Ratio 0.80 0.05 0.06 0.11 0.48 0.26 0.31
Control Delay 64.3 46.5 0.9 13.9 15.3 73.6 9.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 64.3 46.5 0.9 13.9 15.3 73.6 9.4
LOS E D A B B E A
Approach Delay 15.3 11.3
Approach LOS B B
Intersection Summary
Cycle Length: 165
Actuated Cycle Length: 141.7
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.80
Intersection Signal Delay: 24.6 Intersection LOS: C
Intersection Capacity Utilization 60.6% ICU Level of Service B
Analysis Period (min) 15
Splits and Phases: 5: Collins Avenue & William Lehman Cswy SR856
Future without Project
Timings 15158 Future without Project AM
1: Collins Avenue & 185th Street 9/21/2015
Varadero 9/21/2015 15158 Future without Project AM Synchro 9 Report
Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT
Lane Configurations
Volume (vph) 28 0 49 4 1 6 28 47 1393 6 11 2055
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.92 0.95 0.95 0.95 0.95 0.95
Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Shared Lane Traffic (%)
Turn Type Perm NA Perm NA Prot Prot NA Prot NA
Protected Phases 4 8 5 5 2 1 6
Permitted Phases 4 8
Detector Phase 4 4 8 8 5 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 23.0 23.0 23.0 23.0 9.5 9.5 23.0 9.5 23.0
Total Split (s) 31.0 31.0 31.0 31.0 13.0 13.0 76.0 13.0 76.0
Total Split (%) 25.8% 25.8% 25.8% 25.8% 10.8% 10.8% 63.3% 10.8% 63.3%
Yellow Time (s) 4.0 4.0 4.0 4.0 3.0 3.0 4.0 3.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 0.0 1.0 0.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 3.0 5.0 3.0 5.0
Lead/Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize?Yes Yes Yes Yes Yes
Recall Mode None None None None None None Min None Min
Act Effct Green (s) 7.8 7.8 7.8 9.1 75.1 6.6 67.8
Actuated g/C Ratio 0.09 0.09 0.09 0.10 0.83 0.07 0.75
v/c Ratio 0.24 0.24 0.08 0.44 0.35 0.09 0.57
Control Delay 48.6 5.0 32.9 51.8 3.3 46.6 8.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 48.6 5.0 32.9 51.8 3.3 46.6 8.1
LOS D A C D A D A
Approach Delay 20.6 32.9 5.7 8.3
Approach LOS C C A A
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 90.1
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.57
Intersection Signal Delay: 7.6 Intersection LOS: A
Intersection Capacity Utilization 60.3% ICU Level of Service B
Analysis Period (min) 15
Splits and Phases: 1: Collins Avenue & 185th Street
Timings 15158 Future without Project AM
1: Collins Avenue & 185th Street 9/21/2015
Varadero 9/21/2015 15158 Future without Project AM Synchro 9 Report
Page 2
Lane Group SBR
Lane Configurations
Volume (vph) 21
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95
Growth Factor 100%
Heavy Vehicles (%) 2%
Bus Blockages (#/hr) 0
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Timings 15158 Future without Project PM
1: Collins Avenue & 185th Street 9/21/2015
Varadero 9/21/2015 15158 Future without Project PM Synchro 9 Report
Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT
Lane Configurations
Volume (vph) 73 0 70 8 3 16 23 55 2558 3 30 2123
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97
Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Shared Lane Traffic (%)
Turn Type Perm NA Perm NA Prot Prot NA Prot NA
Protected Phases 4 8 5 5 2 1 6
Permitted Phases 4 8
Detector Phase 4 4 8 8 5 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 23.0 23.0 23.0 23.0 9.5 9.5 23.0 9.5 23.0
Total Split (s) 31.0 31.0 31.0 31.0 15.0 15.0 112.0 22.0 119.0
Total Split (%) 18.8% 18.8% 18.8% 18.8% 9.1% 9.1% 67.9% 13.3% 72.1%
Yellow Time (s) 4.0 4.0 4.0 4.0 2.0 2.0 4.0 3.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 0.0 1.0 0.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 2.0 5.0 3.0 5.0
Lead/Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize?Yes Yes Yes Yes Yes
Recall Mode None None None None None None Min None Min
Act Effct Green (s) 12.9 12.9 12.9 10.9 95.2 8.0 88.6
Actuated g/C Ratio 0.10 0.10 0.10 0.09 0.76 0.06 0.71
v/c Ratio 0.53 0.30 0.15 0.52 0.68 0.27 0.61
Control Delay 72.2 9.8 35.5 73.4 9.7 69.7 10.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 72.2 9.8 35.5 73.4 9.7 69.7 10.3
LOS E A D E A E B
Approach Delay 41.6 35.5 11.6 11.2
Approach LOS D D B B
Intersection Summary
Cycle Length: 165
Actuated Cycle Length: 125
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.68
Intersection Signal Delay: 12.4 Intersection LOS: B
Intersection Capacity Utilization 76.0% ICU Level of Service D
Analysis Period (min) 15
Splits and Phases: 1: Collins Avenue & 185th Street
Timings 15158 Future without Project PM
1: Collins Avenue & 185th Street 9/21/2015
Varadero 9/21/2015 15158 Future without Project PM Synchro 9 Report
Page 2
Lane Group SBR
Lane Configurations
Volume (vph) 6
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97
Growth Factor 100%
Heavy Vehicles (%) 2%
Bus Blockages (#/hr) 0
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
HCM 2010 TWSC 15158 Future without Project AM
2: Collins Avenue & 186th Street 9/21/2015
Varadero 9/21/2015 15158 Future without Project AM Synchro 9 Report
Page 1
Intersection
Int Delay, s/veh 0.9
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR
Vol, veh/h 4 0 15 7 0 16 2 33 1459 14 16 6 2063 14
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free Free
RT Channelized - - None - - None - - - None - - - None
Storage Length 0 - 0 - - - - 150 - - - 220 - -
Veh in Median Storage, # - 0 - - 0 - - - 0 - - - 0 -
Grade, % - 0 - - 0 - - - 0 - - - 0 -
Peak Hour Factor 97 97 97 97 97 97 92 97 97 97 92 97 97 97
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 4 0 15 7 0 16 2 34 1504 14 17 6 2127 14
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2855 3772 1071 2482 3772 759 1579 2141 0 0 1125 1519 0 0
Stage 1 2181 2181 - 1584 1584 - - - - - - - - -
Stage 2 674 1591 - 898 2188 - - - - - - - - -
Critical Hdwy 6.44 6.54 7.14 6.44 6.54 7.14 5.64 5.34 - - 5.64 5.34 - -
Critical Hdwy Stg 1 7.34 5.54 - 7.34 5.54 - - - - - - - - -
Critical Hdwy Stg 2 6.74 5.54 - 6.74 5.54 - - - - - - - - -
Follow-up Hdwy 3.82 4.02 3.92 3.82 4.02 3.92 2.32 3.12 - - 2.32 3.12 - -
Pot Cap-1 Maneuver 18 4 186 32 4 300 208 106 - - 374 218 - -
Stage 1 28 83 - 77 167 - - - - - - - - -
Stage 2 374 166 - 272 83 - - - - - - - - -
Platoon blocked, %- - - -
Mov Cap-1 Maneuver 17 4 186 29 4 300 109 109 - - 304 304 - -
Mov Cap-2 Maneuver 17 4 - 29 4 - - - - - - - - -
Stage 1 28 83 - 77 167 - - - - - - - - -
Stage 2 353 166 - 249 83 - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 78.4 70.2
HCM LOS F F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR
Capacity (veh/h) 109 - - 17 186 78 304 - -
HCM Lane V/C Ratio 0.332 - - 0.243 0.083 0.304 0.078 - -
HCM Control Delay (s) 53.7 - - 274.7 26.1 70.2 17.8 - -
HCM Lane LOS F - - F D F C - -
HCM 95th %tile Q(veh) 1 - - 1 0 1 0 - -
HCM 2010 TWSC 15158 Future without Project PM
2: Collins Avenue & 186th Street 9/21/2015
Varadero 9/21/2015 15158 Future without Project PM Synchro 9 Report
Page 1
Intersection
Int Delay, s/veh 3.3
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR
Vol, veh/h 5 0 25 4 0 15 7 40 2598 12 31 6 2159 6
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free Free
RT Channelized - - None - - None - - - None - - - None
Storage Length 0 - 0 - - - - 150 - - - 220 - -
Veh in Median Storage, # - 0 - - 0 - - - 0 - - - 0 -
Grade, % - 0 - - 0 - - - 0 - - - 0 -
Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98 98 98
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 5 0 26 4 0 15 7 41 2651 12 32 6 2203 6
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 3438 5041 1105 3710 5038 1332 1638 2209 0 0 1959 2663 0 0
Stage 1 2282 2282 - 2753 2753 - - - - - - - - -
Stage 2 1156 2759 - 957 2285 - - - - - - - - -
Critical Hdwy 6.44 6.54 7.14 6.44 6.54 7.14 5.64 5.34 - - 5.64 5.34 - -
Critical Hdwy Stg 1 7.34 5.54 - 7.34 5.54 - - - - - - - - -
Critical Hdwy Stg 2 6.74 5.54 - 6.74 5.54 - - - - - - - - -
Follow-up Hdwy 3.82 4.02 3.92 3.82 4.02 3.92 2.32 3.12 - - 2.32 3.12 - -
Pot Cap-1 Maneuver 8 1 176 5 1 124 193 98 - - 127 57 - -
Stage 1 24 74 - 11 42 - - - - - - - - -
Stage 2 188 41 - 250 74 - - - - - - - - -
Platoon blocked, %- - - -
Mov Cap-1 Maneuver 7 1 176 ~ 4 1 124 104 104 - - 97 97 - -
Mov Cap-2 Maneuver 7 1 - ~ 4 1 - - - - - - - - -
Stage 1 24 74 - 11 42 - - - - - - - - -
Stage 2 165 41 - 214 74 - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 169.7 $ 579.5
HCM LOS F F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR
Capacity (veh/h) 104 - - 7 176 17 97 - -
HCM Lane V/C Ratio 0.461 - - 0.729 0.145 1.14 0.389 - -
HCM Control Delay (s) 65.9 - -$ 873.5 28.9$ 579.5 64.2 - -
HCM Lane LOS F - - F D F F - -
HCM 95th %tile Q(veh) 2 - - 1 0 3 2 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
HCM 2010 TWSC 15158 Future without Project AM
3: Collins Avenue & 188th Block 9/21/2015
Varadero 9/21/2015 15158 Future without Project AM Synchro 9 Report
Page 1
Intersection
Int Delay, s/veh 0.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR
Vol, veh/h 0 0 2 1 0 3 0 1438 0 75 9 2033 17
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - - None
Storage Length - - - - - - - - - - 150 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - - 0 -
Grade, % - 0 - - 0 - - 0 - - - 0 -
Peak Hour Factor 98 98 98 98 98 98 98 98 98 92 98 98 98
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 2 1 0 3 0 1467 0 82 9 2074 17
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2852 3732 1046 2478 3740 734 2092 0 0 1074 1467 0 0
Stage 1 2265 2265 - 1467 1467 - - - - - - - -
Stage 2 587 1467 - 1011 2273 - - - - - - - -
Critical Hdwy 6.44 6.54 7.14 6.44 6.54 7.14 5.34 - - 5.64 5.34 - -
Critical Hdwy Stg 1 7.34 5.54 - 7.34 5.54 - - - - - - - -
Critical Hdwy Stg 2 6.74 5.54 - 6.74 5.54 - - - - - - - -
Follow-up Hdwy 3.82 4.02 3.92 3.82 4.02 3.92 3.12 - - 2.32 3.12 - -
Pot Cap-1 Maneuver 18 4 193 32 4 311 112 - - 400 231 - -
Stage 1 25 75 - 93 190 - - - - - - - -
Stage 2 422 190 - 231 75 - - - - - - - -
Platoon blocked, %- - - -
Mov Cap-1 Maneuver 18 4 193 32 4 311 112 - - 369 369 - -
Mov Cap-2 Maneuver 18 4 - 32 4 - - - - - - - -
Stage 1 25 75 - 93 190 - - - - - - - -
Stage 2 418 190 - 229 75 - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 23.9 43.3
HCM LOS C E
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 112 - - 193 98 369 - -
HCM Lane V/C Ratio - - - 0.011 0.042 0.246 - -
HCM Control Delay (s) 0 - - 23.9 43.3 17.9 - -
HCM Lane LOS A - - C E C - -
HCM 95th %tile Q(veh) 0 - - 0 0 1 - -
HCM 2010 TWSC 15158 Future without Project PM
3: Collins Avenue & 188th Block 9/21/2015
Varadero 9/21/2015 15158 Future without Project PM Synchro 9 Report
Page 1
Intersection
Int Delay, s/veh 0.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR
Vol, veh/h 1 0 10 0 0 5 0 2634 2 90 5 2136 33
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - - None
Storage Length - - - - - - - - - - 150 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - - 0 -
Grade, % - 0 - - 0 - - 0 - - - 0 -
Peak Hour Factor 98 98 98 98 98 98 98 98 98 92 98 98 98
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 1 0 10 0 0 5 0 2688 2 98 5 2180 34
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 3477 5092 1107 3767 5108 1345 2213 0 0 1969 2690 0 0
Stage 1 2402 2402 - 2689 2689 - - - - - - - -
Stage 2 1075 2690 - 1078 2419 - - - - - - - -
Critical Hdwy 6.44 6.54 7.14 6.44 6.54 7.14 5.34 - - 5.64 5.34 - -
Critical Hdwy Stg 1 7.34 5.54 - 7.34 5.54 - - - - - - - -
Critical Hdwy Stg 2 6.74 5.54 - 6.74 5.54 - - - - - - - -
Follow-up Hdwy 3.82 4.02 3.92 3.82 4.02 3.92 3.12 - - 2.32 3.12 - -
Pot Cap-1 Maneuver 7 0 176 5 0 121 97 - - 125 55 - -
Stage 1 19 64 - 12 45 - - - - - - - -
Stage 2 211 45 - 210 63 - - - - - - - -
Platoon blocked, %- - - -
Mov Cap-1 Maneuver 7 0 176 5 0 121 97 - - 113 113 - -
Mov Cap-2 Maneuver 7 0 - 5 0 - - - - - - - -
Stage 1 19 64 - 12 45 - - - - - - - -
Stage 2 202 45 - 198 63 - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 86.5 36.1
HCM LOS F E
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 97 - - 55 121 113 - -
HCM Lane V/C Ratio - - - 0.204 0.042 0.911 - -
HCM Control Delay (s) 0 - - 86.5 36.1 131.8 - -
HCM Lane LOS A - - F E F - -
HCM 95th %tile Q(veh) 0 - - 1 0 6 - -
Timings 15158 Future without Project AM
4: 189th Street & Collins Avenue 9/21/2015
Varadero 9/21/2015 15158 Future without Project AM Synchro 9 Report
Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (vph) 0 0 43 14 11 0 0 0 0 0 2092 35
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Shared Lane Traffic (%)
Turn Type Perm Prot NA NA
Protected Phases 3 8 6
Permitted Phases 8
Detector Phase 8 3 8 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 23.0 23.0 23.0 23.0
Total Split (s) 25.0 25.0 25.0 95.0
Total Split (%) 20.8% 20.8% 20.8%79.2%
Yellow Time (s) 4.0 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0
Lead/Lag
Lead-Lag Optimize?
Recall Mode Min Min Min Max
Act Effct Green (s) 13.9 13.9 90.4
Actuated g/C Ratio 0.12 0.12 0.79
v/c Ratio 0.22 0.11 0.45
Control Delay 31.4 24.2 4.8
Queue Delay 0.0 0.0 0.0
Total Delay 31.4 24.2 4.8
LOS C C A
Approach Delay 24.2 4.8
Approach LOS C A
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 114.3
Natural Cycle: 50
Control Type: Semi Act-Uncoord
Maximum v/c Ratio: 0.45
Intersection Signal Delay: 5.5 Intersection LOS: A
Intersection Capacity Utilization 51.7% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 4: 189th Street & Collins Avenue
Timings 15158 Future without Project PM
4: 189th Street & Collins Avenue 9/21/2015
Varadero 9/21/2015 15158 Future without Project PM Synchro 9 Report
Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (vph) 0 0 42 36 12 0 0 0 0 0 2192 49
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98
Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Shared Lane Traffic (%)
Turn Type Perm Prot NA NA
Protected Phases 3 8 6
Permitted Phases 8
Detector Phase 8 3 8 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 23.0 23.0 23.0 23.0
Total Split (s) 25.0 25.0 25.0 140.0
Total Split (%) 15.2% 15.2% 15.2%84.8%
Yellow Time (s) 4.0 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0
Lead/Lag
Lead-Lag Optimize?
Recall Mode Min Min Min Max
Act Effct Green (s) 16.9 16.9 135.2
Actuated g/C Ratio 0.10 0.10 0.83
v/c Ratio 0.22 0.23 0.43
Control Delay 34.3 37.6 4.0
Queue Delay 0.0 0.0 0.0
Total Delay 34.3 37.6 4.0
LOS C D A
Approach Delay 37.6 4.0
Approach LOS D A
Intersection Summary
Cycle Length: 165
Actuated Cycle Length: 162.1
Natural Cycle: 50
Control Type: Semi Act-Uncoord
Maximum v/c Ratio: 0.43
Intersection Signal Delay: 5.3 Intersection LOS: A
Intersection Capacity Utilization 53.4% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 4: 189th Street & Collins Avenue
Timings 15158 Future without Project AM
5: Collins Avenue & William Lehman Cswy SR856 9/21/2015
Varadero 9/21/2015 15158 Future without Project AM Synchro 9 Report
Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT
Lane Configurations
Volume (vph) 294 0 0 18 0 5 43 0 519 14 13 964
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96
Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Shared Lane Traffic (%)
Turn Type Prot Free Prot Prot Perm NA Prot NA
Protected Phases 3 3 4 2 1 6
Permitted Phases Free 2
Detector Phase 3 3 4 2 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 11.0 11.0 10.0 25.0 25.0 9.5 25.0
Total Split (s) 37.0 37.0 14.0 57.0 57.0 12.0 69.0
Total Split (%) 30.8% 30.8% 11.7% 47.5% 47.5% 10.0% 57.5%
Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 3.0 4.0
All-Red Time (s) 2.0 2.0 1.0 3.0 3.0 0.0 3.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 6.0 6.0 5.0 7.0 7.0 3.0 7.0
Lead/Lag Lead Lead Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes
Recall Mode None None None Max Max None Max
Act Effct Green (s) 13.3 13.3 5.5 60.5 60.5 6.3 62.3
Actuated g/C Ratio 0.15 0.15 0.06 0.67 0.67 0.07 0.69
v/c Ratio 0.61 0.07 0.02 0.13 0.24 0.11 0.41
Control Delay 42.0 34.7 0.2 10.1 7.8 43.9 7.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 42.0 34.7 0.2 10.1 7.8 43.9 7.6
LOS D C A B A D A
Approach Delay 8.0 8.1
Approach LOS A A
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 90.5
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.61
Intersection Signal Delay: 13.6 Intersection LOS: B
Intersection Capacity Utilization 55.0% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 5: Collins Avenue & William Lehman Cswy SR856
Timings 15158 Future without Project AM
5: Collins Avenue & William Lehman Cswy SR856 9/21/2015
Varadero 9/21/2015 15158 Future without Project AM Synchro 9 Report
Page 2
Lane Group SBR
Lane Configurations
Volume (vph) 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.96
Growth Factor 100%
Heavy Vehicles (%) 2%
Bus Blockages (#/hr) 0
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Timings 15158 Future without Project PM
5: Collins Avenue & William Lehman Cswy SR856 9/21/2015
Varadero 9/21/2015 15158 Future without Project PM Synchro 9 Report
Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT
Lane Configurations
Volume (vph) 497 0 0 15 0 8 49 0 1146 17 22 973
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Shared Lane Traffic (%)
Turn Type Prot Free Prot Prot Perm NA Prot NA
Protected Phases 3 3 4 2 1 6
Permitted Phases Free 2
Detector Phase 3 3 4 2 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 11.0 11.0 10.0 25.0 25.0 9.5 25.0
Total Split (s) 45.0 45.0 14.0 92.0 92.0 14.0 106.0
Total Split (%) 27.3% 27.3% 8.5% 55.8% 55.8% 8.5% 64.2%
Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 3.0 4.0
All-Red Time (s) 2.0 2.0 0.0 3.0 3.0 0.0 3.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 6.0 6.0 4.0 7.0 7.0 3.0 7.0
Lead/Lag Lead Lead Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes
Recall Mode None None None Max Max None Max
Act Effct Green (s) 27.8 27.8 5.5 92.6 92.6 7.5 99.4
Actuated g/C Ratio 0.20 0.20 0.04 0.65 0.65 0.05 0.70
v/c Ratio 0.80 0.05 0.06 0.17 0.55 0.26 0.43
Control Delay 64.4 46.4 0.9 15.5 16.7 73.8 10.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 64.4 46.4 0.9 15.5 16.7 73.8 10.7
LOS E D A B B E B
Approach Delay 16.6 12.1
Approach LOS B B
Intersection Summary
Cycle Length: 165
Actuated Cycle Length: 141.9
Natural Cycle: 75
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.80
Intersection Signal Delay: 23.8 Intersection LOS: C
Intersection Capacity Utilization 64.7% ICU Level of Service C
Analysis Period (min) 15
Splits and Phases: 5: Collins Avenue & William Lehman Cswy SR856
Timings 15158 Future without Project PM
5: Collins Avenue & William Lehman Cswy SR856 9/21/2015
Varadero 9/21/2015 15158 Future without Project PM Synchro 9 Report
Page 2
Lane Group SBR
Lane Configurations
Volume (vph) 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.92
Growth Factor 100%
Heavy Vehicles (%) 2%
Bus Blockages (#/hr) 0
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Future with Project
Timings 15158 Future with Project AM
1: Collins Avenue & 185th Street 10/30/2015
Varadero 10/30/2015 15158 Future with Project AM Synchro 9 Report
Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT
Lane Configurations
Volume (vph) 28 0 49 4 1 6 28 47 1382 6 11 2092
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.92 0.95 0.95 0.95 0.95 0.95
Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Shared Lane Traffic (%)
Turn Type Perm NA Perm NA Prot Prot NA Prot NA
Protected Phases 4 8 5 5 2 1 6
Permitted Phases 4 8
Detector Phase 4 4 8 8 5 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 23.0 23.0 23.0 23.0 9.5 9.5 23.0 9.5 23.0
Total Split (s) 31.0 31.0 31.0 31.0 13.0 13.0 76.0 13.0 76.0
Total Split (%) 25.8% 25.8% 25.8% 25.8% 10.8% 10.8% 63.3% 10.8% 63.3%
Yellow Time (s) 4.0 4.0 4.0 4.0 3.0 3.0 4.0 3.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 0.0 1.0 0.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 3.0 5.0 3.0 5.0
Lead/Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize?Yes Yes Yes Yes Yes
Recall Mode None None None None None None Min None Min
Act Effct Green (s) 7.8 7.8 7.8 9.1 76.4 6.6 69.1
Actuated g/C Ratio 0.09 0.09 0.09 0.10 0.84 0.07 0.76
v/c Ratio 0.24 0.24 0.08 0.45 0.34 0.09 0.58
Control Delay 49.0 5.2 33.1 52.6 3.2 47.0 8.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 49.0 5.2 33.1 52.6 3.2 47.0 8.1
LOS D A C D A D A
Approach Delay 20.9 33.1 5.8 8.3
Approach LOS C C A A
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 91.4
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.58
Intersection Signal Delay: 7.6 Intersection LOS: A
Intersection Capacity Utilization 61.0% ICU Level of Service B
Analysis Period (min) 15
Splits and Phases: 1: Collins Avenue & 185th Street
Timings 15158 Future with Project AM
1: Collins Avenue & 185th Street 10/30/2015
Varadero 10/30/2015 15158 Future with Project AM Synchro 9 Report
Page 2
Lane Group SBR
Lane Configurations
Volume (vph) 21
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95
Growth Factor 100%
Heavy Vehicles (%) 2%
Bus Blockages (#/hr) 0
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Timings 15158 Future with Project PM
1: Collins Avenue & 185th Street 10/30/2015
Varadero 10/30/2015 15158 Future with Project PM Synchro 9 Report
Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT
Lane Configurations
Volume (vph) 73 0 70 8 3 16 23 56 2577 3 30 2121
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97
Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Shared Lane Traffic (%)
Turn Type Perm NA Perm NA Prot Prot NA Prot NA
Protected Phases 4 8 5 5 2 1 6
Permitted Phases 4 8
Detector Phase 4 4 8 8 5 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 23.0 23.0 23.0 23.0 9.5 9.5 23.0 9.5 23.0
Total Split (s) 31.0 31.0 31.0 31.0 15.0 15.0 112.0 22.0 119.0
Total Split (%) 18.8% 18.8% 18.8% 18.8% 9.1% 9.1% 67.9% 13.3% 72.1%
Yellow Time (s) 4.0 4.0 4.0 4.0 2.0 2.0 4.0 3.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 0.0 1.0 0.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 2.0 5.0 3.0 5.0
Lead/Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize?Yes Yes Yes Yes Yes
Recall Mode None None None None None None Min None Min
Act Effct Green (s) 12.9 12.9 12.9 11.0 95.9 8.0 89.3
Actuated g/C Ratio 0.10 0.10 0.10 0.09 0.76 0.06 0.71
v/c Ratio 0.53 0.30 0.16 0.53 0.69 0.28 0.61
Control Delay 72.6 9.8 35.3 73.8 9.8 69.8 10.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 72.6 9.8 35.3 73.8 9.8 69.8 10.3
LOS E A D E A E B
Approach Delay 41.9 35.3 11.7 11.1
Approach LOS D D B B
Intersection Summary
Cycle Length: 165
Actuated Cycle Length: 125.7
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.69
Intersection Signal Delay: 12.4 Intersection LOS: B
Intersection Capacity Utilization 76.4% ICU Level of Service D
Analysis Period (min) 15
Splits and Phases: 1: Collins Avenue & 185th Street
Timings 15158 Future with Project PM
1: Collins Avenue & 185th Street 10/30/2015
Varadero 10/30/2015 15158 Future with Project PM Synchro 9 Report
Page 2
Lane Group SBR
Lane Configurations
Volume (vph) 6
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97
Growth Factor 100%
Heavy Vehicles (%) 2%
Bus Blockages (#/hr) 0
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
HCM 2010 TWSC 15158 Future with Project AM
2: Collins Avenue & 186th Street 10/30/2015
Varadero 10/30/2015 15158 Future with Project AM Synchro 9 Report
Page 1
Intersection
Int Delay, s/veh 0.9
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR
Vol, veh/h 4 0 15 7 0 16 2 33 1448 14 16 6 2100 14
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free Free
RT Channelized - - None - - None - - - None - - - None
Storage Length 0 - 0 - - - - 150 - - - 220 - -
Veh in Median Storage, # - 0 - - 0 - - - 0 - - - 0 -
Grade, % - 0 - - 0 - - - 0 - - - 0 -
Peak Hour Factor 97 97 97 97 97 97 92 97 97 97 92 97 97 97
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 4 0 15 7 0 16 2 34 1493 14 17 6 2165 14
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2889 3799 1090 2485 3799 754 1606 2179 0 0 1117 1507 0 0
Stage 1 2219 2219 - 1572 1572 - - - - - - - - -
Stage 2 670 1580 - 913 2227 - - - - - - - - -
Critical Hdwy 6.44 6.54 7.14 6.44 6.54 7.14 5.64 5.34 - - 5.64 5.34 - -
Critical Hdwy Stg 1 7.34 5.54 - 7.34 5.54 - - - - - - - - -
Critical Hdwy Stg 2 6.74 5.54 - 6.74 5.54 - - - - - - - - -
Follow-up Hdwy 3.82 4.02 3.92 3.82 4.02 3.92 2.32 3.12 - - 2.32 3.12 - -
Pot Cap-1 Maneuver 17 4 181 31 4 302 201 101 - - 378 221 - -
Stage 1 27 80 - 79 169 - - - - - - - - -
Stage 2 376 168 - 266 79 - - - - - - - - -
Platoon blocked, %- - - -
Mov Cap-1 Maneuver 16 4 181 28 4 302 104 104 - - 308 308 - -
Mov Cap-2 Maneuver 16 4 - 28 4 - - - - - - - - -
Stage 1 27 80 - 79 169 - - - - - - - - -
Stage 2 355 168 - 243 79 - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 83.2 72.5
HCM LOS F F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR
Capacity (veh/h) 104 - - 16 181 76 308 - -
HCM Lane V/C Ratio 0.348 - - 0.258 0.085 0.312 0.077 - -
HCM Control Delay (s) 57.2 - - 295.3 26.7 72.5 17.7 - -
HCM Lane LOS F - - F D F C - -
HCM 95th %tile Q(veh) 1 - - 1 0 1 0 - -
HCM 2010 TWSC 15158 Future with Project PM
2: Collins Avenue & 186th Street 10/30/2015
Varadero 10/30/2015 15158 Future with Project PM Synchro 9 Report
Page 1
Intersection
Int Delay, s/veh 3.4
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR
Vol, veh/h 5 0 25 4 0 15 7 40 2617 12 31 6 2157 6
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free Free
RT Channelized - - None - - None - - - None - - - None
Storage Length 0 - 0 - - - - 150 - - - 220 - -
Veh in Median Storage, # - 0 - - 0 - - - 0 - - - 0 -
Grade, % - 0 - - 0 - - - 0 - - - 0 -
Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98 98 98
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 5 0 26 4 0 15 7 41 2670 12 32 6 2201 6
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 3444 5059 1104 3728 5055 1341 1637 2207 0 0 1974 2683 0 0
Stage 1 2280 2280 - 2772 2772 - - - - - - - - -
Stage 2 1164 2779 - 956 2283 - - - - - - - - -
Critical Hdwy 6.44 6.54 7.14 6.44 6.54 7.14 5.64 5.34 - - 5.64 5.34 - -
Critical Hdwy Stg 1 7.34 5.54 - 7.34 5.54 - - - - - - - - -
Critical Hdwy Stg 2 6.74 5.54 - 6.74 5.54 - - - - - - - - -
Follow-up Hdwy 3.82 4.02 3.92 3.82 4.02 3.92 2.32 3.12 - - 2.32 3.12 - -
Pot Cap-1 Maneuver 7 1 177 5 1 122 193 98 - - 124 56 - -
Stage 1 24 74 - 10 41 - - - - - - - - -
Stage 2 186 40 - 250 74 - - - - - - - - -
Platoon blocked, %- - - -
Mov Cap-1 Maneuver 6 1 177 ~ 4 1 122 104 104 - - 94 94 - -
Mov Cap-2 Maneuver 6 1 - ~ 4 1 - - - - - - - - -
Stage 1 24 74 - 10 41 - - - - - - - - -
Stage 2 163 40 - 214 74 - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 199.2 $ 579.5
HCM LOS F F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR
Capacity (veh/h) 104 - - 6 177 17 94 - -
HCM Lane V/C Ratio 0.461 - - 0.85 0.144 1.14 0.402 - -
HCM Control Delay (s) 65.9 - -$ 1051.7 28.7$ 579.5 66.4 --
HCM Lane LOS F - - F D F F - -
HCM 95th %tile Q(veh) 2 - - 1 0 3 2 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
HCM 2010 TWSC 15158 Future with Project AM
3: Collins Avenue & 188th Block/S Project Driveway 10/30/2015
Varadero 10/30/2015 15158 Future with Project AM Synchro 9 Report
Page 1
Intersection
Int Delay, s/veh 10.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR
Vol, veh/h 0 0 2 39 0 75 0 1405 22 42 31 2016 17
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - - None
Storage Length - - - - - - - - - - 150 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - - 0 -
Grade, % - 0 - - 0 - - 0 - - - 0 -
Peak Hour Factor 98 98 98 98 98 98 98 98 98 92 98 98 98
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 2 40 0 77 0 1434 22 46 32 2057 17
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2793 3676 1037 2422 3674 728 2074 0 0 1140 1456 0 0
Stage 1 2220 2220 - 1445 1445 - - - - - - - -
Stage 2 573 1456 - 977 2229 - - - - - - - -
Critical Hdwy 6.44 6.54 7.14 6.44 6.54 7.14 5.34 - - 5.64 5.34 - -
Critical Hdwy Stg 1 7.34 5.54 - 7.34 5.54 - - - - - - - -
Critical Hdwy Stg 2 6.74 5.54 - 6.74 5.54 - - - - - - - -
Follow-up Hdwy 3.82 4.02 3.92 3.82 4.02 3.92 3.12 - - 2.32 3.12 - -
Pot Cap-1 Maneuver 20 5 196 ~ 34 5 314 115 - - 367 234 - -
Stage 1 27 80 - 97 195 - - - - - - - -
Stage 2 430 193 - 243 79 - - - - - - - -
Platoon blocked, %- - - -
Mov Cap-1 Maneuver 15 5 196 ~ 34 5 314 115 - - 259 259 - -
Mov Cap-2 Maneuver 15 5 - ~ 34 5 - - - - - - - -
Stage 1 27 80 - 97 195 - - - - - - - -
Stage 2 325 193 - 240 79 - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 23.6 $ 335.2
HCM LOS C F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 115 - - 196 82 259 - -
HCM Lane V/C Ratio - - - 0.01 1.419 0.298 - -
HCM Control Delay (s) 0 - - 23.6$ 335.2 24.7 - -
HCM Lane LOS A - - C F C - -
HCM 95th %tile Q(veh) 0 - - 0 9 1 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
HCM 2010 TWSC 15158 Future with Project PM
3: Collins Avenue & 188th Block 10/30/2015
Varadero 10/30/2015 15158 Future with Project PM Synchro 9 Report
Page 1
Intersection
Int Delay, s/veh 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR
Vol, veh/h 1 0 10 7 0 36 0 2596 60 51 62 2120 33
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - - None
Storage Length - - - - - - - - - - 150 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - - 0 -
Grade, % - 0 - - 0 - - 0 - - - 0 -
Peak Hour Factor 98 98 98 98 98 98 98 98 98 92 98 98 98
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 1 0 10 7 0 37 0 2649 61 55 63 2163 34
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 3478 5128 1098 3783 5114 1355 2197 0 0 2015 2710 0 0
Stage 1 2418 2418 - 2680 2680 - - - - - - - -
Stage 2 1060 2710 - 1103 2434 - - - - - - - -
Critical Hdwy 6.44 6.54 7.14 6.44 6.54 7.14 5.34 - - 5.64 5.34 - -
Critical Hdwy Stg 1 7.34 5.54 - 7.34 5.54 - - - - - - - -
Critical Hdwy Stg 2 6.74 5.54 - 6.74 5.54 - - - - - - - -
Follow-up Hdwy 3.82 4.02 3.92 3.82 4.02 3.92 3.12 - - 2.32 3.12 - -
Pot Cap-1 Maneuver 7 0 178 ~ 4 0 120 99 - - 118 ~ 54 - -
Stage 1 19 63 - 12 46 - - - - - - - -
Stage 2 216 44 - 203 62 - - - - - - - -
Platoon blocked, %- - - -
Mov Cap-1 Maneuver 5 0 178 ~ 4 0 120 99 - - 65 65 - -
Mov Cap-2 Maneuver 5 0 - ~ 4 0 - - - - - - - -
Stage 1 19 63 - 12 46 - - - - - - - -
Stage 2 150 44 - 191 62 - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 116 $ 891.9
HCM LOS F F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 99 - - 43 21 65 - -
HCM Lane V/C Ratio - - - 0.261 2.089 1.826 - -
HCM Control Delay (s) 0 - - 116$ 891.9$ 535.8 - -
HCM Lane LOS A - - F F F - -
HCM 95th %tile Q(veh) 0 - - 1 6 11 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
Timings 15158 Future with Project AM
4: 189th Street & Collins Avenue 10/30/2015
Varadero 10/30/2015 15158 Future with Project AM Synchro 9 Report
Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (vph) 0 0 43 5 11 0 0 0 0 0 2081 35
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Shared Lane Traffic (%)
Turn Type Perm Prot NA NA
Protected Phases 3 8 6
Permitted Phases 8
Detector Phase 8 3 8 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 23.0 23.0 23.0 23.0
Total Split (s) 25.0 25.0 25.0 95.0
Total Split (%) 20.8% 20.8% 20.8%79.2%
Yellow Time (s) 4.0 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0
Lead/Lag
Lead-Lag Optimize?
Recall Mode Min Min Min Max
Act Effct Green (s) 11.3 11.3 90.3
Actuated g/C Ratio 0.10 0.10 0.81
v/c Ratio 0.25 0.08 0.44
Control Delay 32.2 17.9 4.0
Queue Delay 0.0 0.0 0.0
Total Delay 32.2 17.9 4.0
LOS C B A
Approach Delay 17.9 4.0
Approach LOS B A
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 111.7
Natural Cycle: 50
Control Type: Semi Act-Uncoord
Maximum v/c Ratio: 0.44
Intersection Signal Delay: 4.7 Intersection LOS: A
Intersection Capacity Utilization 51.6% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 4: 189th Street & Collins Avenue
Timings 15158 Future with Project PM
4: 189th Street & Collins Avenue 10/30/2015
Varadero 10/30/2015 15158 Future with Project PM Synchro 9 Report
Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (vph) 0 0 42 28 12 0 0 0 0 0 2211 49
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98
Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Shared Lane Traffic (%)
Turn Type Perm Prot NA NA
Protected Phases 3 8 6
Permitted Phases 8
Detector Phase 8 3 8 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 23.0 23.0 23.0 23.0
Total Split (s) 25.0 25.0 25.0 140.0
Total Split (%) 15.2% 15.2% 15.2%84.8%
Yellow Time (s) 4.0 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0
Lead/Lag
Lead-Lag Optimize?
Recall Mode Min Min Min C-Max
Act Effct Green (s) 14.2 14.2 140.8
Actuated g/C Ratio 0.09 0.09 0.85
v/c Ratio 0.27 0.23 0.42
Control Delay 36.6 34.5 3.4
Queue Delay 0.0 0.0 0.0
Total Delay 36.6 34.5 3.4
LOS D C A
Approach Delay 34.5 3.4
Approach LOS C A
Intersection Summary
Cycle Length: 165
Actuated Cycle Length: 165
Offset: 137 (83%), Referenced to phase 2: and 6:SBT, Start of Green
Natural Cycle: 50
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.42
Intersection Signal Delay: 4.6 Intersection LOS: A
Intersection Capacity Utilization 53.7% ICU Level of Service A
Analysis Period (min) 15
Timings 15158 Future with Project PM
4: 189th Street & Collins Avenue 10/30/2015
Varadero 10/30/2015 15158 Future with Project PM Synchro 9 Report
Page 2
Splits and Phases: 4: 189th Street & Collins Avenue
Timings 15158 Future with Project AM
5: Collins Avenue & William Lehman Cswy SR856 10/30/2015
Varadero 10/30/2015 15158 Future with Project AM Synchro 9 Report
Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT
Lane Configurations
Volume (vph) 294 0 0 18 0 5 43 0 541 14 13 963
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96
Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Shared Lane Traffic (%)
Turn Type Prot Free Prot Prot Perm NA Prot NA
Protected Phases 3 3 4 2 1 6
Permitted Phases Free 2
Detector Phase 3 3 4 2 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 11.0 11.0 10.0 25.0 25.0 9.5 25.0
Total Split (s) 37.0 37.0 14.0 57.0 57.0 12.0 69.0
Total Split (%) 30.8% 30.8% 11.7% 47.5% 47.5% 10.0% 57.5%
Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 3.0 4.0
All-Red Time (s) 2.0 2.0 1.0 3.0 3.0 0.0 3.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 6.0 6.0 5.0 7.0 7.0 3.0 7.0
Lead/Lag Lead Lead Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes
Recall Mode None None None Max Max None Max
Act Effct Green (s) 13.3 13.3 5.5 60.5 60.5 6.3 62.3
Actuated g/C Ratio 0.15 0.15 0.06 0.67 0.67 0.07 0.69
v/c Ratio 0.61 0.07 0.02 0.13 0.25 0.11 0.41
Control Delay 42.0 34.7 0.2 10.1 7.9 43.9 7.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 42.0 34.7 0.2 10.1 7.9 43.9 7.6
LOS D C A B A D A
Approach Delay 8.1 8.1
Approach LOS A A
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 90.5
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.61
Intersection Signal Delay: 13.6 Intersection LOS: B
Intersection Capacity Utilization 55.0% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 5: Collins Avenue & William Lehman Cswy SR856
Timings 15158 Future with Project AM
5: Collins Avenue & William Lehman Cswy SR856 10/30/2015
Varadero 10/30/2015 15158 Future with Project AM Synchro 9 Report
Page 2
Lane Group SBR
Lane Configurations
Volume (vph) 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.96
Growth Factor 100%
Heavy Vehicles (%) 2%
Bus Blockages (#/hr) 0
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Timings 15158 Future with Project PM
5: Collins Avenue & William Lehman Cswy SR856 10/30/2015
Varadero 10/30/2015 15158 Future with Project PM Synchro 9 Report
Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT
Lane Configurations
Volume (vph) 497 0 0 15 0 8 49 0 1149 17 22 987
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Shared Lane Traffic (%)
Turn Type Prot Free Prot Prot Perm NA Prot NA
Protected Phases 3 3 4 2 1 6
Permitted Phases Free 2
Detector Phase 3 3 4 2 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 11.0 11.0 10.0 25.0 25.0 9.5 25.0
Total Split (s) 45.0 45.0 14.0 92.0 92.0 14.0 106.0
Total Split (%) 27.3% 27.3% 8.5% 55.8% 55.8% 8.5% 64.2%
Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 3.0 4.0
All-Red Time (s) 2.0 2.0 0.0 3.0 3.0 0.0 3.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 6.0 6.0 4.0 7.0 7.0 3.0 7.0
Lead/Lag Lead Lead Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes
Recall Mode None None None Max Max None Max
Act Effct Green (s) 27.8 27.8 5.5 92.6 92.6 7.5 99.4
Actuated g/C Ratio 0.20 0.20 0.04 0.65 0.65 0.05 0.70
v/c Ratio 0.80 0.05 0.06 0.18 0.55 0.26 0.43
Control Delay 64.4 46.4 0.9 15.6 16.7 73.8 10.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 64.4 46.4 0.9 15.6 16.7 73.8 10.8
LOS E D A B B E B
Approach Delay 16.7 12.2
Approach LOS B B
Intersection Summary
Cycle Length: 165
Actuated Cycle Length: 141.9
Natural Cycle: 75
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.80
Intersection Signal Delay: 23.8 Intersection LOS: C
Intersection Capacity Utilization 64.8% ICU Level of Service C
Analysis Period (min) 15
Splits and Phases: 5: Collins Avenue & William Lehman Cswy SR856
Timings 15158 Future with Project PM
5: Collins Avenue & William Lehman Cswy SR856 10/30/2015
Varadero 10/30/2015 15158 Future with Project PM Synchro 9 Report
Page 2
Lane Group SBR
Lane Configurations
Volume (vph) 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.92
Growth Factor 100%
Heavy Vehicles (%) 2%
Bus Blockages (#/hr) 0
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All-Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
HCM 2010 TWSC 15158 Future with Project AM
6: Collins Avenue & N Project Driveway 10/30/2015
Varadero 10/30/2015 15158 Future with Project AM Synchro 9 Report
Page 1
Intersection
Int Delay, s/veh 0.1
Movement WBL WBR NBT NBR SBL SBT
Vol, veh/h 0 16 505 11 0 1422
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 17 549 12 0 1546
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1173 280 0 0 561 0
Stage 1 555 - - - - -
Stage 2 618 - - - - -
Critical Hdwy 6.29 6.94 - - 4.14 -
Critical Hdwy Stg 1 5.84 - - - - -
Critical Hdwy Stg 2 6.04 - - - - -
Follow-up Hdwy 3.67 3.32 - - 2.22 -
Pot Cap-1 Maneuver 217 717 - - 1006 -
Stage 1 522 - - - - -
Stage 2 469 - - - - -
Platoon blocked, %- - -
Mov Cap-1 Maneuver 217 717 - - 1006 -
Mov Cap-2 Maneuver 217 - - - - -
Stage 1 522 - - - - -
Stage 2 469 - - - - -
Approach WB NB SB
HCM Control Delay, s 10.1
HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 717 1006 -
HCM Lane V/C Ratio - - 0.024 - -
HCM Control Delay (s) - - 10.1 0 -
HCM Lane LOS - - B A -
HCM 95th %tile Q(veh) - - 0 0 -
HCM 2010 TWSC 15158 Future with Project PM
6: Collins Avenue & N Project Driveway 10/30/2015
Varadero 10/30/2015 15158 Future with Project PM Synchro 9 Report
Page 1
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Vol, veh/h 0 8 1079 29 0 1490
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 9 1173 32 0 1620
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1837 602 0 0 1204 0
Stage 1 1189 - - - - -
Stage 2 648 - - - - -
Critical Hdwy 6.29 6.94 - - 4.14 -
Critical Hdwy Stg 1 5.84 - - - - -
Critical Hdwy Stg 2 6.04 - - - - -
Follow-up Hdwy 3.67 3.32 - - 2.22 -
Pot Cap-1 Maneuver 88 443 - - 575 -
Stage 1 246 - - - - -
Stage 2 452 - - - - -
Platoon blocked, %- - -
Mov Cap-1 Maneuver 88 443 - - 575 -
Mov Cap-2 Maneuver 88 - - - - -
Stage 1 246 - - - - -
Stage 2 452 - - - - -
Approach WB NB SB
HCM Control Delay, s 13.3
HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 443 575 -
HCM Lane V/C Ratio - - 0.02 - -
HCM Control Delay (s) - - 13.3 0 -
HCM Lane LOS - - B A -
HCM 95th %tile Q(veh) - - 0 0 -
Appendix D
Background Growth Rate Documentation
Va
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Appendix E
Committed Development Information
The Mansions at Acqualina
Transportation Impact Study
Page 13
4.3 Project Trip Generation
Trip generation for the proposed project was estimated using the Institute of Transportation
Engineers (ITE) Trip Generation manual, 8th Edition. This manual provides gross trip generation
rates and/or equations by land use type. These rates and equations estimate vehicle trip ends at a
free-standing site’s driveways. The project trip generation summary is provided in Exhibit 8. The
ITE trip generation worksheet is provided in Appendix D.
Exhibit 8
Project Trip Generation Summary
Land Use Intensity AM Peak Hour PM Peak Hour
In Out Total In Out Total
Condominium 85 DUs 8 38 46 35 17 52
Source: David Plummer & Associates
4.4 Project Trip Assignment
Project traffic was distributed and assigned to the study area using the Cardinal Distribution for
TAZ 591 shown in Exhibit 9. The Cardinal Distribution gives a generalized distribution of trips
from a TAZ to other parts of Miami-Dade County. For estimating trip distribution for the project
traffic, consideration was given to conditions such as the roadway network accessed by the project
traffic, roadways available to travel in the desired direction, and attractiveness of traveling on a
specific roadway. The project trip assignment is graphically portrayed in Exhibit 10.
Chateau Beach Resort
Traffic Study
Page 13
4.3 Project Trip Generation
Trip generation for the proposed project was estimated using the Institute of Transportation
Engineers (ITE) Trip Generation manual, 8th Edition. This manual provides gross trip generation
rates and/or equations by land use type. These rates and equations estimate vehicle trip ends at a
free-standing site’s driveways. The project trip generation summary is provided in Exhibit 8. The
ITE trip generation worksheet is provided in Appendix D.
Exhibit 8
Project Trip Generation Summary
Land Use Intensity AM Peak Hour PM Peak Hour
In Out Total In Out Total
Condominium
(ITE Land Use 230) 90 DUs 8 39 47 37 18 55
Source: David Plummer & Associates
4.4 Project Trip Assignment
Project traffic was distributed and assigned to the study area using the Cardinal Distribution for
TAZ 592 shown in Exhibit 9. The Cardinal Distribution gives a generalized distribution of trips
from a TAZ to other parts of Miami-Dade County. For estimating trip distribution for the project
traffic, consideration was given to conditions such as the roadway network accessed by the project
traffic, roadways available to travel in the desired direction, and attractiveness of traveling on a
specific roadway. The project trip assignment is graphically portrayed in Exhibits 10.
Summary of Multi-Use Trip Generation
Average Weekday Driveway Volumes (Unadjusted for Internal Trips)
Project: Porsche Design Open Date:
Phase: Analysis Date:
Description:
_____________________________________________________________________________________
24 Hour AM Pk Hour PM Pk Hour
Two-Way
ITE:Land Use Volume Enter Exit Enter Exit
___________________________________________________________________________________
230: Residential Condominium / Townhouse 819 11 53 51 24
132 Dwelling Units [E]
_______________________________________________________________________________
Total Driveway Volume 819 11 53 51 24
Total Peak Hour Pass-By Trips 0 0 0 0
Total Peak Hour Vol. Added to Adjacent Streets 11 53 51 24
_____________________________________________________________________________________
Note: A zero indicates no data available.
Source: Institute of Transportation Engineers
Trip Generation Manual, 9th Edition, 2012
TRIP GENERATION 2013, TRAFFICWARE, LLC
Summary of Multi-Use Trip Generation
Average Weekday Driveway Volumes (Unadjusted for Internal Trips)
Project: Regalia Open Date:
Phase: Analysis Date:
Description:
_____________________________________________________________________________________
24 Hour AM Pk Hour PM Pk Hour
Two-Way
ITE:Land Use Volume Enter Exit Enter Exit
___________________________________________________________________________________
230: Residential Condominium / Townhouse 290 4 21 19 9
40 Dwelling Units [E]
_______________________________________________________________________________
Total Driveway Volume 290 4 21 19 9
Total Peak Hour Pass-By Trips 0 0 0 0
Total Peak Hour Vol. Added to Adjacent Streets 4 21 19 9
_____________________________________________________________________________________
Note: A zero indicates no data available.
Source: Institute of Transportation Engineers
Trip Generation Manual, 9th Edition, 2012
TRIP GENERATION 2013, TRAFFICWARE, LLC
Summary of Multi-Use Trip Generation
Average Weekday Driveway Volumes (Unadjusted for Internal Trips)
Project: 17700 Collins Avenue Open Date:
Phase: Analysis Date:
Description: 14214 Proposed
_____________________________________________________________________________________
24 Hour AM Pk Hour PM Pk Hour
Two-Way
ITE:Land Use Volume Enter Exit Enter Exit
___________________________________________________________________________________
310: Hotel 1585 60 43 60 56
194 Rooms [R]
931: Quality Restaurant 261 0 0 15 7
2.9 Th.Sq.Ft. GFA [R]
_______________________________________________________________________________
Total Driveway Volume 1846 60 43 75 63
Total Peak Hour Pass-By Trips 0 0 7 3
Total Peak Hour Vol. Added to Adjacent Streets 60 43 68 60
_____________________________________________________________________________________
Note: A zero indicates no data available.
Source: Institute of Transportation Engineers
Trip Generation Manual, 9th Edition, 2012
TRIP GENERATION 2013, TRAFFICWARE, LLC
Summary of Multi-Use Trip Generation
Average Weekday Driveway Volumes (Unadjusted for Internal Trips)
Project: Turnberry Ocean Club Open Date:
Phase: Analysis Date:
Description: 14103
_____________________________________________________________________________________
24 Hour AM Pk Hour PM Pk Hour
Two-Way
ITE:Land Use Volume Enter Exit Enter Exit
___________________________________________________________________________________
232: High-Rise Residential Condo / Townhouse 644 9 43 37 22
154 Dwelling Units [R]
_______________________________________________________________________________
Total Driveway Volume 644 9 43 37 22
Total Peak Hour Pass-By Trips 0 0 0 0
Total Peak Hour Vol. Added to Adjacent Streets 9 43 37 22
_____________________________________________________________________________________
Note: A zero indicates no data available.
Source: Institute of Transportation Engineers
Trip Generation Manual, 9th Edition, 2012
TRIP GENERATION 2013, TRAFFICWARE, LLC
Summary of Multi-Use Trip Generation
Average Weekday Driveway Volumes (Unadjusted for Internal Trips)
Project: Sunny Isles Publix Open Date:
Phase: Analysis Date: 5/11/2015
Description: Proposed #14108
_____________________________________________________________________________________
24 Hour AM Pk Hour PM Pk Hour
Two-Way
ITE:Land Use Volume Enter Exit Enter Exit
___________________________________________________________________________________
850: Supermarket 5476 113 69 259 249
53.558 Th.Sq.Ft. GFA [R]
_______________________________________________________________________________
Total Driveway Volume 5476 113 69 259 249
Total Peak Hour Pass-By Trips 0 0 93 90
Total Peak Hour Vol. Added to Adjacent Streets 113 69 166 159
_____________________________________________________________________________________
Note: A zero indicates no data available.
Source: Institute of Transportation Engineers
Trip Generation Manual, 9th Edition, 2012
TRIP GENERATION 2013, TRAFFICWARE, LLC
Summary of Multi-Use Trip Generation
Average Weekday Driveway Volumes (Unadjusted for Internal Trips)
Project: Estates at Acqualina Open Date:
Phase: Analysis Date: 3/11/2015
Description: Proposed #14105
_____________________________________________________________________________________
24 Hour AM Pk Hour PM Pk Hour
Two-Way
ITE:Land Use Volume Enter Exit Enter Exit
___________________________________________________________________________________
230: Residential Condominium / Townhouse 1502 19 94 90 44
265 Dwelling Units [E]
931: Quality Restaurant 450 0 0 25 12
5.0 Th.Sq.Ft. GFA [R]
_______________________________________________________________________________
Total Driveway Volume 1952 19 94 115 56
Total Peak Hour Pass-By Trips 0 0 11 5
Total Peak Hour Vol. Added to Adjacent Streets 19 94 104 51
_____________________________________________________________________________________
Note: A zero indicates no data available.
Source: Institute of Transportation Engineers
Trip Generation Manual, 9th Edition, 2012
TRIP GENERATION 2013, TRAFFICWARE, LLC
Summary of Multi-Use Trip Generation
Average Weekday Driveway Volumes (Unadjusted for Internal Trips)
Project: Atlantic 15 (Beachwalk) 12191 Open Date:
Phase: Analysis Date:
Description: Com Dev 15158
_____________________________________________________________________________________
24 Hour AM Pk Hour PM Pk Hour
Two-Way
ITE:Land Use Volume Enter Exit Enter Exit
___________________________________________________________________________________
210: Single Family Detached Housing 183 5 15 12 7
15 Dwelling Units [E]
_______________________________________________________________________________
Total Driveway Volume 183 5 15 12 7
Total Peak Hour Pass-By Trips 0 0 0 0
Total Peak Hour Vol. Added to Adjacent Streets 5 15 12 7
_____________________________________________________________________________________
Note: A zero indicates no data available.
Source: Institute of Transportation Engineers
Trip Generation Manual, 9th Edition, 2012
TRIP GENERATION 2013, TRAFFICWARE, LLC
Appendix F
Site Trip Generation
Summary of Multi-Use Trip Generation
Average Weekday Driveway Volumes (Unadjusted for Internal Trips)
Project: Varadero Open Date: 10/30/2015
Phase: Analysis Date:
Description: Existing #15158
_____________________________________________________________________________________
24 Hour AM Pk Hour PM Pk Hour
Two-Way
ITE:Land Use Volume Enter Exit Enter Exit
___________________________________________________________________________________
310: Hotel 1993 76 53 76 70
244 Rooms [R]
230: Residential Condominium / Townhouse 671 9 45 42 21
105 Dwelling Units [E]
_______________________________________________________________________________
Total Driveway Volume 2664 85 98 118 91
Total Peak Hour Pass-By Trips 0 0 0 0
Total Peak Hour Vol. Added to Adjacent Streets 85 98 118 91
_____________________________________________________________________________________
Note: A zero indicates no data available.
Source: Institute of Transportation Engineers
Trip Generation Manual, 9th Edition, 2012
TRIP GENERATION 2013, TRAFFICWARE, LLC
Summary of Multi-Use Trip Generation
Average Weekday Driveway Volumes (Unadjusted for Internal Trips)
Project: Varadero Open Date:
Phase: Analysis Date:
Description: Proposed #15158
_____________________________________________________________________________________
24 Hour AM Pk Hour PM Pk Hour
Two-Way
ITE:Land Use Volume Enter Exit Enter Exit
___________________________________________________________________________________
232: High-Rise Residential Condo / Townhouse 1849 29 125 100 62
431 Dwelling Units [E]
230: Residential Condominium / Townhouse 587 8 39 37 18
90 Dwelling Units [E]
310: Hotel 490 19 13 19 17
60 Rooms [R]
925: Drinking Place 0 0 0 9 4
1.177 Th.Sq.Ft. GFA [R]
931: Quality Restaurant 430 0 0 24 12
4.776 Th.Sq.Ft. GFA [R]
492: Health/Fitness Club 160 3 4 10 7
4.847 Th.Sq.Ft. GFA [R]
710: General Office Building 24 3 0 1 2
2.161 Th.Sq.Ft. GFA [R]
_______________________________________________________________________________
Total Driveway Volume 3540 62 181 200 122
Total Peak Hour Pass-By Trips 0 0 11 5
Total Peak Hour Vol. Added to Adjacent Streets 62 181 189 117
_____________________________________________________________________________________
Note: A zero indicates no data available.
Source: Institute of Transportation Engineers
Trip Generation Manual, 9th Edition, 2012
TRIP GENERATION 2013, TRAFFICWARE, LLC
Out Out In Out In Out In Out In Out In Out
125 39 19 13 0 0 0 0 3 4 3 0 243
-13 -4 -2 -1 0 0 0 0 0 0 0 0 -23 10.0% Transit & Ped
112 35 17 12 0 0 0 0 3 4 3 0 220
0% 0%
0 0 0
0% 0%
0 0 0
0% 0%
0 0 0
0%0%
0 0 0
20%20%
22 0 0
5%4%
1 0 0
20%20%
22 0 0
5%4%
1 0 0
1%17%
1 1 1
2%14%
1 1 1
2%3%
2 0 0
0%1%
0 0 0
0% 0%
0 0 0
0%0%
0 0 0
20% 20%
7 0 0
5%4%
0 0 0
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7 0 0
5%4%
0 0 0
1%17%
0 0 1
2%14%
0 0 1
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0 0 0
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0 0 0
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1 0 0
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1 0 0
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1 0 0
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1 0 0
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2 0 0
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0 0 0
75%3%
9 0 0
0%0%
0 0 0
0% 0%
0 0 0
0%0%
0 0 0
14% 8%
0 0 0
50%13%
0 0 1
31%14%
0 0 0
23%63%
0 0 0
14% 8%
0 0 0
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0 0 1
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0 0 0
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0 0 0
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1 0 0
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1 0 0
Health / Fitness Club
Land Use 492
4,847 Sq Ft
General Office
Land Use 710
2,161 Sq Ft
Drinking Place
Land Use 925
1,177 Sq Ft
Quality Restaurant
Land Use 931
4,776 Sq Ft
AM Peak Hour Trip Generation and Internalization
Varadero
Vehicle Trips
-2
In
High Rise Condo
27
Hotel
ITE Trips
Land Use 232
431 Dwelling Units
In
Land Use 310
60 Rooms
Resdential Condo
Land Use 230
90 Dwelling Units
UNBALANCED INTERNALIZATION
29 8
-1
7
AM Peak Hour Trip Generation and Internalization
Varadero
Out Out In Out In Out In Out In Out In Out
112 35 17 12 0 0 0 0 3 4 3 0 220
0 0
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0 0
0 0
0 0
0 0
0 0
0 0
00
0 0
0 0
0 0
0 0
0 0
00
0 0
0 0
0 0
00
-1 0 0 0 0 0 0 0 -1 -1 0 0 -4 Internal
111 35 17 12 0 0 0 0 2 3 3 0 216 External Trips
1.4% 0.0% 0.0% #DIV/0! #DIV/0! 28.6% 0.0% 1.8%% Internal
0 0 44% Pass by Restaurant
111 35 17 12 0 0 0 0 2 3 3 0 216 Net New External Trips26
-1
Vehicle Trips
High Rise Condo
7
0
7
Drinking Place Quality Restaurant Health / Fitness Club General Office
7
Hotel
26
In
BALANCED INTERNALIZATION
27
Resdential Condo
In
Out Out In Out In Out In Out In Out In Out
62 18 19 17 9 4 24 12 10 7 12 322
-6 -2 -2 -2 -1 0 -2 -1 -1 -1 0 0 -32 10.0% Transit & Ped
56 16 17 15 8 4 22 11 9 6 12 290
0% 0%
0 0 0
0% 0%
0 0 0
3% 12%
2 2 2
0%2%
0 0 0
21%14%
12 1 1
16%18%
14 1 1
21%14%
12 3 3
16%10%
14 1 1
42%10%
24 1 1
46%20%
41 1 1
4%0%
2 0 0
4%2%
4 0 0
3% 12%
0 0 2
0%2%
0 0 0
21% 14%
3 1 1
16%18%
5 1 1
21%14%
3 3 3
16%10%
5 1 1
42%10%
7 1 1
46%20%
15 1 1
4%0%
0 0 0
4%2%
1 0 0
68% 5%
10 0 0
71%7%
12 0 0
68% 5%
10 1 1
71%7%
12 1 1
16%2%
2 0 0
17%5%
3 0 0
0%0%
0 0 0
0%0%
0 0 0
0% 0%
0 0 0
0%0%
0 0 0
41% 50%
2 2 5
29%20%
2 1 1
3%30%
0 0 0
2%4%
0 0 0
20%50%
2 2 5
29%20%
6 1 1
3% 30%
0 0 0
2%4%
0 0 0
2% 31%
0 0 0
8%20%
1 0 0
Health / Fitness Club
Land Use 492
4,847 Sq Ft
General Office
Land Use 710
2,161 Sq Ft
Drinking Place
Land Use 925
1,177 Sq Ft
Quality Restaurant
Land Use 931
4,776 Sq Ft
UNBALANCED INTERNALIZATION
90 Vehicle Trips33
-10
431 Dwelling Units 60 Rooms
-4
In
100 ITE Trips
PM Peak Hour Trip Generation and Internalization
Varadero
High Rise Condo Hotel
Land Use 232 Land Use 310
Resdential Condo
Land Use 230
90 Dwelling Units
In
37
PM Peak Hour Trip Generation and Internalization
Varadero
Out Out In Out In Out In Out In Out In Out
56 16 17 15 8 4 22 11 9 6 1 2 290
0 0
00
-2 -2
0 0
-1 -1
-1 -1
-3 -3
-1 -1
-1 -1
-1 -1
0 0
0 0
0 0
00
-1 -1
-1 -1
-3 -3
-1 -1
-1 -1
-1 -1
0 0
0 0
0 0
00
-1 -1
-1 -1
0 0
0 0
0 0
0 0
0 0
00
-2 -2
-1 -1
0 0
0 0
-2 -2
-1 -1
0 0
0 0
0 0
00
-7 -5 -3 -1 -3 -4 -8 -5 -6 -4 0 0 -52 Internal
49 11 14 14 5 0 14 6 3 2 1 2 238 External Trips
6.8% 16.3% 12.5% 58.3% 39.4% 66.7% 0.0% 17.9%% Internal
-11 -5 44% Pass by Restaurant
49 11 14 14 5 0 3 1 3 2 1 2 222
87
87 Net New External Trips
30
30
BALANCED INTERNALIZATION
-3 -3
In
90 Vehicle Trips
In
33
High Rise Condo HotelResdential Condo Drinking Place Quality Restaurant Health / Fitness Club General Office
Appendix G
Queuing Documentation
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Date:July 20,2011
Observer:J. Espinosa (DPA)
Vehicle In Out Type Arrival Time Processing
Time Notes
1 X Car 8:34 AM 0:00:37 Valet Return
2 X Car 8:35 AM 0:01:06 Valet Return
3 X Car 8:36 AM 0:00:25 Valet Return
4 X Car 8:36 AM 0:00:38 Pick Up (Personal)
5 X Car 8:41 AM 0:00:18 Guest In
6 X Car 8:45 AM 0:00:30 Valet Return
7 X Car 8:52 AM 0:01:17 Check In
8 X Car 9:02 AM 0:01:46 Check Out
9 X Car 9:04 AM 0:01:01 Check In
10 X Car 9:05 AM 0:00:51 Check In
11 X Van 9:06 AM 0:00:32 Tour
12 X Taxi 9:09 AM 0:00:26 Guest Out
13 X Car 9:09 AM 0:02:34 Check In
14 X Car 9:10 AM 0:00:26 Valet Return
15 X Car 9:11 AM 0:00:37 Valet Return
16 X Car 9:14 AM 0:00:28 Guest In
17 X Car 9:14 AM 0:00:22 Valet Return
18 X Car 9:18 AM 0:01:02 Check In
19 X Car 9:18 AM 0:00:36 Valet Return
20 X Taxi 9:21 AM 0:00:22 Guest Out
21 X Car 9:21 AM 0:01:26 Check Out
22 X Car 9:22 AM 0:00:44 Valet Return
23 X Car 9:25 AM 0:01:21 Check In
24 X Car 9:25 AM 0:01:06 Valet Return
25 X Car 9:26 AM 0:00:23 Valet Return
26 X Car 9:28 AM 0:00:25 Valet Return
27 X Car 9:29 AM 0:00:22 Valet Return
28 X Car 9:29 AM 0:00:21 Valet Return
29 X Car 9:34 AM 0:00:46 Valet Return
30 X Car 9:38 AM 0:01:04 Check In
31 X Car 9:38 AM 0:00:36 Valet Return
32 X Car 9:39 AM 0:00:21 Valet Return
33 X Car 9:41 AM 0:00:34 Guest Out
34 X Car 9:43 AM 0:00:14 Valet Return
35 X Car 9:45 AM 0:02:04 Check Out
36 X Car 9:45 AM 0:01:20 Check In
37 X Taxi 9:48 AM 0:00:48 Check Out
38 X Car 9:49 AM 0:00:26 Guest Out
39 X Car 9:49 AM 0:00:48 Valet Return
40 X Car 9:51 AM 0:00:37 Check In
41 X Car 9:51 AM 0:00:30 Valet Return
42 X Car 9:57 AM 0:00:28 Valet Return
43 X Car 9:58 AM 0:01:22 Check Out
44 X Car 10:02 AM 0:00:32 Valet Return
45 X Car 10:03 AM 0:00:35 Valet Return
46 X Van 10:04 AM 0:00:46 Valet Return
47 X Car 10:06 AM 0:00:39 Check In
48 X Car 10:08 AM 0:01:58 Check Out
49 X Taxi 10:08 AM 0:01:48 Check Out
50 X Car 10:09 AM 0:00:41 Valet Return
51 X Car 10:10 AM 0:00:44 Valet Return
52 X Car 10:12 AM 0:00:26 Valet Return
53 X Taxi 10:13 AM 0:00:42 Check In
54 X Taxi 10:14 AM 0:02:21 Check Out
55 Taxi 10:16 AM 0:01:48 Check Out
56 X Car 10:18 AM 0:00:37 Valet Return
57 X Car 10:18 AM 0:00:56 Valet Return
58 X Car 10:20 AM 0:00:40 Guest In
59 X Car 10:24 AM 0:00:57 Valet Return
0:50:10
0:00:51
Grand Beach Hotel
Total Processing Time:
Average Processing Time:
1 | P a g e
November 6, 2015
Mr. Ron Choron
La Playa Beach Associates, LLC
1300 Brickell Avenue
Miami, Florida 33131
Phone: (786) 295-4595
E-mail: rlchoron@fortuneintlgroup.com
Re: Varadero Shared Parking Analysis - #15158
Dear Mr. Choron,
We have completed a shared parking analysis for the proposed Varadero project. The proposed
project is located at 18801 Collins Avenue in Sunny Isles Beach, Florida. The project is proposing
to redevelop an existing hotel and residential condominium. The proposed project will have a total
of 431 residential units, 60 hotel rooms, 90 condo-hotel rooms, and various amenities such as: Spa
and Fitness, Bar/Lounge, Restaurant, Ballroom/Assembly, and Administrative Office space. The
analysis was based on the development program shown in Exhibit 1.
Parking Generation
A parking analysis was conducted for the project to determine if the proposed number of parking
spaces is sufficient to satisfy the anticipated peak parking demand for the weekday and weekend
conditions. To determine the required number of parking spaces, parking rates provided in the city
of Sunny Isles Beach Code of Ordinances were used (see attachment 1). Exhibit 2 shows the
results of the parking analysis.
2 | P a g e
Exhibit 1
Development Program
Land Use
Residential- 1 Bedrooms < 1800 SF 97 Units
Residential- 2 Bedrooms < 1800 SF 74 Units
Residential- 3 Bedrooms > 1800 SF 155 Units
Residential- 4 Bedrooms > 1800 SF 95 Units
Residential- 5 Bedrooms > 1800 SF 4 Units
Residential- Penthouse > 1800 SF 6 Units
Hotel - Standard < 750 SF 48 Rooms
Hotel - Park Suites 750 < > 1000 SF 6 Rooms
Hotel - Junior Suites > 1000 SF 6 Rooms
Apartment Hotel- 1 Bed < 800 SF 24 Rooms
Apartment Hotel- 2 Bed 800 < > 1000 SF 54 Rooms
Apartment Hotel- 3 Bed > 1000 SF 12 Rooms
Spa and Fitness 4,847 SF 4,847 SF
Bar/Lounge 1,177 SF 1,177 SF
Restaurant 4,776 SF 4,776 SF
Ballroom/Assembly 9,034 SF 9,034 SF
Office (Admin) 2,161 SF 2,161 SF
Size Units
3 | P a g e
Exhibit 2
Parking Analysis
It should be noted that these rates are based on actual parking demand by the individual land uses.
However, these parking demands do not occur at the same time of the day. Therefore a shared
parking analysis based on the procedures outlined on the ULI Shared Parking, 2nd Edition was
conducted for the project. The shared parking analysis was conducted considering only the parking
demand for the hotel, condo/hotel and hotel auxiliary uses. The required number of residential
parking spaces will be provided as per city code and is not part of the shared parking analysis.
Attachment 1 also includes the ULI published tables used in the analysis.
Land Use Sunny Isle Parking
Requirement Rate Total
Parking
Residential- 1 Bedrooms 97 Units 1.5 space / room 1.5 146
Residential- 2 Bedrooms 74 Units 1.5 space / room 1.5 111
Residential- 3 Bedrooms 155 Units 2 space / room 2 310
Residential- 4 Bedrooms 95 Units 2 space / room 2 190
Residential- 5 Bedrooms 4 Units 2 space / room 2 8
Residential- Penthouse 6 Units 2 space / room 2 12
Hotel - Standard 48 Rooms 1 space / room 1 48
Hotel - Park Suites 6 Rooms 1 space / room 1 6
Hotel - Junior Suites 6 Rooms 1 space / room 1 6
Apartment Hotel- 1 Bed 24 Rooms 1 space / room 1 24
Apartment Hotel- 2 Bed 54 Rooms 1.75 space / room 1.75 95
Apartment Hotel- 3 Bed 12 Rooms 2 space / room 2 24
Spa and Fitness 4,847 SF 1 space / 250 SF of GFA 250 20
Bar/Lounge 1,177 SF 1 space / 100 SF of GFA 100 12
Restaurant 4,776 SF 1 space / 100 SF of GFA 100 48
Ballroom/Assembly 9,034 SF 1 space / 200 SF of GFA 200 46
Office (Admin) 2,161 SF 1 space / 300 SF of GFA 300 8
1,114Total Parking Spaces
Units
4 | P a g e
Shared Parking Analysis
Shared parking is the use of parking spaces to serve two or more individual land uses without
conflict or encroachment. The ability to share parking spaces is the result of variations in the
accumulation of vehicles by hour, by day or by season at the individual land uses. The shared
parking principle also accounts for the relationships among the land uses that result in visiting
multiple uses on the same auto trip and the mode of transportation used to reach the site.
The main goal of shared parking is to determine a balance between providing enough parking to
support a development and reducing the excessive area dedicated to parking. Shared parking
analysis was conducted for the project based on the procedures outlined in the Urban Land
Institute (ULI) Shared Parking, 2nd Edition and parking rates provided in the city of Sunny Isles
Beach Code of Ordinances (Article VIII). The hourly distribution analysis was conducted for both,
a typical weekday and a weekend. The results of the analysis show that the highest accumulation
of parking occurs during a typical weekend between 9:00 PM and 10:00 PM. Attachment 2
includes the results of the analysis.
Parking requirements based on the individual land uses were adjusted to account for seasonal
variations, hourly distribution, non-captive ratios and mode adjustments to estimate the actual
number of parking spaces required for the site. The result of the shared parking analysis shows that
the proposed project requires 245 parking spaces to satisfy the maximum parking requirement for
the Hotel, Condo/Hotel and the hotel auxiliary uses. Exhibit 3 shows the results of the analysis.
5 | P a g e
Unadjusted
Parking
Requirement
Month
Adjustment
Late December
Peak Hour
Adjustment
Weekdend at 9 pm
Non-captive
Adjustment
Mode
Adjustment
Adjusted Parking
Requirement Late
December
Weekend at 9 pm
Hotel - Standard Guest
37 100% 95% 100% 95% 34
Employees 11 100% 55% 100% 90% 5
Hotel - Park Suites Guest
5 100% 95% 100% 95% 4
Employees 1 100% 55% 100% 90% 1
Hotel - Junior Suites Guest
5 100% 95% 100% 95% 4
Employees 1 100% 55% 100% 90% 1
Apartment Hotel- 1 Bed Guest
19 100% 95% 100% 95% 17
Employees 5 100% 55% 100% 90% 3
Apartment Hotel- 2 Bed Guest
74 100% 95% 100% 95% 67
Employees 21 100% 55% 100% 90% 10
Apartment Hotel- 3 Bed Guest
19 100% 95% 100% 95% 17
Employees 5 100% 55% 100% 90% 3
Spa and Fitness Customer
19 95% 10% 95% 100% 2
(Health Club) Employees
1 100% 20% 100% 95% 0
Bar/Lounge Customer
12 95% 67% 95% 95% 7
Restaurant Customer
48 95% 67% 95% 95% 28
Ballroom/Assembly Customer 46 100% 100% 95% 95% 42
Office (Admin) Visitors 1 80% 0% 100% 100% 0
Employees 7 80% 0% 100% 100% 0
TOTAL REQUIRED1 337 TOTAL REQUIRED WITH SHARED PARKING1 245
1 Required parking for Hotel, Condo/Hotel and Hotel uses. Residential parking is not part of the shared parking analysis.
Land Use
Exhibit 3
Shared Parking Analysis
Required Number of Parking Spaces
Hotel – Condo/Hotel – Hotel Uses
Parking Management Strategies
The project has developed a Parking Management Plan to ensure an efficient parking system that is
convenient to both commercial uses and residents as well as to protect residential neighborhoods
from spillover parking.
6 | P a g e
Shared Parking
Shared parking is the use of parking spaces to serve two or more individual land uses. The ability
to share parking spaces is the result of variations in the accumulation of vehicles by hour and by
day at the individual land uses. A shared parking analysis was conducted for this project and the
results are presented above.
Pedestrian / Bicyclist - The project is located in an area conducive to pedestrian and bicycle
activities. The area surrounding the proposed Varadero project has a comprehensive sidewalk
network, signalized intersections with clearly marked crosswalks, and pedestrian signals. This
environment promotes walking and bicycling as a means of transportation and further reduces the
need for off-street parking.
Transit - The area surrounding the project is served by mass transit. There are approximately 4
bus routes in the vicinity of the project; in addition to the Sunny Isles Beach Community Shuttle.
The use of mass transit is another effective way to reduce the need for off-street parking.
In addition, there are other parking management strategies that could have a significant impact on
the reduction of off-street parking. The proposed project will consider using the following
strategies to improve the efficiency of the parking areas and reduce the parking demand:
• Provide tandem parking for valet use.
• Encourage businesses to implement commuter trip reduction programs for their employees.
• Provide information to residents, employees and visitors about transit, ridesharing and
bicycle facilities options.
The parking management strategies discussed above could have a significant impact on the
reduction of off-street parking. The percent of reduction varies between 5% and 10% depending
on the effort that the development puts to promote these strategies.
7 | P a g e
Conclusion
Based on the parking generation analysis, shared parking principles, transit availability,
walking/bicycling opportunities, and the proposed parking management plan
opinion that the proposed Varadero
spaces to satisfy their parking demand
777 parking spaces for the residential uses
proposed project. Should you have any questions or comments, please call me at (305) 447
Sincerely,
Juan Espinosa, PE
Vice President – Transportation
w:\15\15158\shared parking\shared parking october 2015
Based on the parking generation analysis, shared parking principles, transit availability,
and the proposed parking management plan it is our professional
Varadero project should provide 1,022 parking spaces;
to satisfy their parking demand for the Hotel, Condo/Hotel and the hotel auxiliary uses
77 parking spaces for the residential uses. We stand ready to provide any support needed for this
Should you have any questions or comments, please call me at (305) 447
shared parking october 2015\resivesd_no residential\parking analysis_letter varadero_revised nov 2015_rev.docx
Based on the parking generation analysis, shared parking principles, transit availability,
it is our professional
1,022 parking spaces; 245 parking
for the Hotel, Condo/Hotel and the hotel auxiliary uses and
We stand ready to provide any support needed for this
Should you have any questions or comments, please call me at (305) 447-0900.
parking analysis_letter varadero_revised nov 2015_rev.docx
Attachment 1
8/7/2015 Sunny Isles Beach, FL Code of Ordinances
about:blank 8/20
Townhouse 2 parking spaces per unit
Multifamily dwelling 1.5 parking spaces per unit except that a unit with the size
of 1,800 square feet or greater shall be required to provide
2 parking spaces per unit (Ord. No. 2012-383, § 2, 2-16-
2012)
For 20 units or more guest parking must be provided equal
to a minimum of 5% of the required spaces for buildings
without valet parking
Dormitories, sororities,
fraternities
1 parking space per bed
Apartment-hotels 1 parking space per each efficiency or 1-bedroom unit
1 ¾ parking spaces per each 2-bedroom unit
2 parking spaces per each 3- or more bedroom unit
1 additional space for units with "lockout" bedrooms
Hotels 1 parking space per each room or suite
Hotels in the MU-R District 1 parking space per each room or suite plus 1 space per
every 100 square foot of restaurant, lounge, nightclub, or
similar establishment dispensing food and/or beverages
Hotels in the B-2 District 1 parking space per each room or suite plus 50% of the
requirements of this chapter for ancillary retail and service
sues within the hotel without ground level window
exposure and/or exterior entrances facing the street
1 parking space per each room or suite plus 35% of the
requirements of this chapter for ancillary retail and service
sues within the hotel and with ground level window
exposure and/or exterior entrances facing the street
Adult retirement
communities
1 parking space per each dwelling unit plus 1 space for
each employee on the day shift
Assisted-living facilities,
nursing homes
1/2 parking space per bed plus 1 space for each employee
on the day shift
8/7/2015 Sunny Isles Beach, FL Code of Ordinances
about:blank 9/20
Extended or long-term living
facilities, hospices
1/2 parking space per bed plus 1 space for each employee
on the day shift
Minimum Parking Spaces Required
Nonresidential: Amusement and Recreational Facilities
Use Number of Spaces
Amusement center, general 1 space per 200 square feet of GFA
Arenas and stadiums 1 space per 4 seats or 1 space per 200 square feet of GFA
Baseball/softball diamonds 20 spaces per diamond
Auditorium 1 space per 4 seats or 1 space per 200 square feet GFA,
whichever is greater
Batting cages 2 spaces per cage
Billboard/pool center 1 space per 150 square feet GFA
Bowling center 4 spaces per lane plus additional parking according to this
chapter for any restaurant, lounge or retail component
Cinema/movie theater 1 space per 4 seats
Community centers
(nongovernmental)
1 space 250 square feet GFA
Outdoor courts (tennis,
racquetball, handball, etc.)
3 spaces per court
Dance hall 1 space per 4 seats or 1 space per 200 square feet of GFA,
whichever is greater
Dance school 1 space per 200 square feet of GFA
Indoor court facility 4 spaces per court plus additional parking according to this
chapter for any spa, restaurant, lounge or retail component
Commercial marinas 5 spaces, plus 1 space for every 2 slips, plus 1 space for
each 10 dry-storage spaces, plus 1 space for each 350
16 []
8/7/2015 Sunny Isles Beach, FL Code of Ordinances
about:blank 11/20
Post offices 1 space per 100 square feet of area accessible to the public
Elementary & middle
schools
5 spaces plus 1 space per classroom or 1 space per 10
seats of the largest assembly room, whichever is larger
Nursery schools 5 spaces plus one per employee or 1 space per 400 square
feet of GFA, whichever is greater
Secondary schools 10 spaces plus 1 space per classroom, plus 1 space for
each 5 students or 1 space per 10 seats of largest assembly
room, whichever is greater
Minimum Parking Spaces Required
Nonresidential: Light Manufacturing and Warehousing Use
Use Number of Spaces
Building supplies 1 space per 400 square feet GFA
Contractor shops (general,
electrical, plumbing, roofing,
a/c)
1 space per 400 square feet GFA
Marine supplies 1 space per 500 square feet GFA
Medical supplies 1 space per 500 square feet GFA
Research and testing labs 1 space per 500 square feet GFA
Self-storage warehouses 1 space per 500 square feet GFA plus 1 space per 300 GFA
for any office component
Minimum Parking Spaces Required
Nonresidential: Offices, Medical and Professional
Use Number of Spaces
Business and professional
offices
1 space per 300 square feet GFA
Attachment 2
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1 | P a g e
Responses to the Corradino Comments on Behalf of the City of Sunny Isles Beach
(November 5, 2015)
Re: Varadero
Traffic Study
1. Appendix A / Site Plan – Highlight the valet area and required stacking lengths on
the north and south entrances for valet drop-off / pick-up area.
Response: Attachment A shows the site plan highlighting the valet areas and stacking
distances.
2. Exhibits 14A, 15A & 16A – Please explain how demand rates were calculated?
Response: The project proposes three separate valet drop-off / pick-up stations that will be
located at each proposed residential lobby and at the hotel lobby. Project trips were
distributed based on the number of unit and the uses assigned to each drop-off / pick-up
area. Project trips were assigned to each station as shown on Exhibit 13 of the traffic report.
As mention in the report, parking for the development will be all valet except for 85 assigned
residential parking spaces that will be self parking. The self parking represents 11% of the
parking spaces provided for the residential component therefore a deduction was taken to
account for the project trips (residential only) not using valet. An overall 10% deduction was
applied to account for transit/ pedestrian trips. Calculations showing the PM peak demand for
each valet station are included in Attachment B.
3. Please conduct a study to determine if a pedestrian access to the beach at south
side of the intersection of Collins Avenue / 189th Street is feasible.
Response: A study to determine the feasibility of an at-grade pedestrian crosswalk on Collins
Avenue south of 189th Street will be conducted. The study will be conducted following the
requirements of the reviewing agencies. Attachment C shows a proposed methodology
based on discussions with FDOT staff at a meeting held November 4, 2015.
2 | P a g e
Shared Parking Analysis
1. Exhibit 3 – Please provide source for monthly adjustment, non-captive adjustment
and mode adjustment factors?
Response: Monthly adjustments were obtained form Table 2-3 and 2-4 of the ULI Shared
Parking, 2nd Edition. Tables are provided for reference in Attachment A of the revised shared
parking analysis. Non-captive adjustments – as explained in the ULI Shared Parking, 2nd
Edition formal studies and general engineering experience have proven that some reduction
of customer parking needs occurs in projects due to patronage of multiple land uses. For
example hotel guests are expected to use the restaurant, bar/lounge, spa/fitness center and
ballroom. This “captive market” can represent between 15% and 20% of land use demand.
However, to provide for a very conservative analysis, the study only applied a 5% reduction.
Mode adjustments - ULI Shared Parking, 2nd Edition also recognizes that parking rates reflect
conditions in suburban setting with little or no transit and minimal employee ridesharing. In a
hotel setting, it is expected that a large percentage of guests will arrived via taxi, shuttle
services and/or use ridesharing options such as Uber and Lyft. The area surrounding the
project is also served by mass transit. There are approximately 4 bus routes in the vicinity of
the project; in addition to the Sunny Isles Beach Community Shuttle. A percentage of the
hotel employees are expected to use public transportation, carpool with other employees or
be dropped-off. To account for this condition, a conservative 5% mode reduction was applied
to hotel guest and customer, and 10% for hotel employees.
2. Exhibit 3 - Since residential parking is fixed, revise the shared parking analysis for
the remaining land uses only.
Response: Exhibit 3 has been revised as requested.
3. In the write-up separate the total parking between fixed residential parking and
shared parking for the remaining land uses and make appropriate changes where
needed.
Response: The report text has been revised as requested.
w:\15\15158\response to city comments.docx
Drop-off /
Pick-up Area
In Out Total
High Rise Residential Condominium 32 20 52
Health / Fitness Club 10 7 17
-4 -2 -6
-4 -3 -7
34 22 56
Hotel 19 17 36
Drinking Place 9 4 13
Quality Restaurant 24 12 36
Residential Condominium 37 18 55
-9 -5 -14
80 46 126
High Rise Residential Condominium 68 42 110
General Office 1 2 3
-7 -4 -11
55 35 90
Varadero Trip Generation - PM Peak Hour
ATTACHMENT B
2
10% Transit / Pedestrian
Station #2 PM Peak Demand
PM Peak Hour
Vehicle Trips
3
10% Transit / Pedestrian
Station #3 PM Peak Demand
1
Station #
11% Self Parking (Residentail Only)
10% Transit / Pedestrian
Station #1 PM Peak Demand
ITE Land Use Designation
Mid-block Pedestrian Crosswalk
Collins Avenue south of 189th Street
A traffic study will be conducted to determine if an at-grade signalized pedestrian crosswalk is
warranted and feasible on Collins Avenue south of 189th Street in Sunny Isles Beach, Florida. In
order for FDOT to consider a pedestrian crosswalk at this location the following three conditions
must be met:
•The pedestrian crosswalk should be warranted based on the pedestrian volumes and
availability of any alternative crossing locations.
•The safety characteristics of the crossing location and traffic operations of the adjacent
roadway.
•Design feasibility of the pedestrian crosswalk and control type.
MID-BLOCK PEDESTRIAN CROSSWALK WARRANT ANALYSIS
In order for a location to be considered for a mid-block crossing, the location shall meet all the
criteria in Section 3.8.5(3) and 3.8.5(4) of the FDOT Traffic Engineering Manual (September
2014). Those criteria require a minimum number of pedestrians during an hour, minimum
number of daily vehicular volume and a minimum distance between adjacent crosswalks.
Forty-eight hour machine counts and speed data will be collected on a weekend (Saturday and
Sunday) on Collins Avenue north and south of 189th Street as well as on the on-ramp and off-
ramp of SR 856 (Lehman Causeway). Pedestrian counts will be collected for two consecutive
days (Saturday and Sunday) from 8:00 am to 6:00 pm. Pedestrians will be counted at three
locations: at the proposed mid-block crosswalk location, north of the proposed crosswalk and
south of the proposed crosswalk.
The data collected will be analyzed and compared against the threshold outline in Section
3.8.5(3) and 3.8.5(4) of the FDOT Traffic Engineering Manual to determine if a pedestrian
crosswalk is warranted at this location.
OPERATIONAL AND SAFETY ANALYSIS
If a pedestrian crosswalk is warranted based on pedestrian volumes, an operational and safety
analysis will be conducted. The safety analysis will determine if the location of the proposed
pedestrian crosswalk meets adequate stopping sight distance, has proper illumination, requires a
raised refuge area and meets ADA requirements. An operational analysis will be conducted on
Collins Avenue to determine the impacts of the exclusive pedestrian signal phase on traffic
operations. The operational analysis will be conducted using the Synchro software to determine
the adjacent intersections LOS, delay and 95th percentile queue.
ATTACHMENT C
DESIGN FEASIBILITY
Once it is determined by the reviewing agencies, that the proposed pedestrian crosswalk is
warranted and does not impact the safety and operations of the adjacent roadways, a conceptual
design of the crosswalk will be developed. The conceptual design will identify location of
crosswalk, modification to existing signal, pedestrian signal equipment location, requirements
for easements, signing/markings and roadway modifications.
1
DEMOLITION/CONSTRUCTION STAGING
AND TRAFFIC MANAGEMENT PLANS
PROJECT NAME: La Playa Beach Associates, LLC
PROJECT ADDRESS/LOCATION: 18801 Collins Avenue, Sunny Isles Beach, FL
SUBMITTAL DATE: November 2, 2015
PROJECT APPROVAL BY (CITY): ___________________________________
DATE: __________________________________________________________
Note: All Staging and Traffic Management Plan must be approved by Zoning,
Building and the City Manager. Modifications may be permitted, if approved by
the City Manager or his designee.
2
I. PROJECT (Briefly describe your project)
La Playa Beach Associates, LLC is proposing a luxury development to be built on a
4.71-acre lot located at 18801 Collins Avenue, Sunny Isles Beach, Florida 33160. The
project will consist of two towers. Both towers will be 649’ high and the parking garage
will contain 1022 parking spaces. The south tower will be a mixed-use building with
high-end residential condominium / Condo Hotel and Hotel components. The north
tower will be a high-end residential condominium. Both towers will contain +/- 431 units,
60 Hotel units and 90 Condo Hotel Units.
Provide Contact Information: Please include name, title, company, address, phone
number, email, cell phone number.
Development Team:
Mr. Ron Choron
Vice President of Construction
La Playa Beach Associates, LLC
17070 Collins Avenue, Suite 267
Sunny Isles Beach, FL 33160
(786) 405-1056 office
(786) 402-3610 cell
rlchoron@fortuneintlgroup.com
Construction Team:
To be determined
Other:
Not applicable
3
II. Demolition Work/Excavation and Grading/Concrete Placement Work
For purposes of this document, Demolition work was completed in June
2015, therefore, Demolition phase work is not included in this plan.
Contractor Information: Please include name, company, address, phone number,
email, cell phone number.
To be determined
Project Location: 18801 Collins Avenue, Sunny Isles Beach, FL 33160
Estimated Start Date: January 2017
Estimated Completion Date: December 2019
Hours of Operation:
1. On the majority of days, the contractor will comply with the Sunny Isles Beach
Code of Ordinances, Chapter 193, Article III regarding Construction Noise, which
limits the days and hours of work as follows:
a. Standard time: 7:00 a.m. to 6:30 p.m. Monday through Thursday, 7:00
a.m. to 5:00 p.m. on Friday, and 9:00 a.m. to 5:00 p.m. on Saturday
b. Daylight savings time: 7:00 a.m. to 7:00 p.m. Monday through Thursday,
7:00 a.m. to 5:00 p.m. on Friday, and 9:00 a.m. to 5:00 p.m. on Saturday
c. No construction activities shall take place on Sunday and on the following
holidays: New Year's Day; Fourth of July; Labor Day; Yom Kippur;
Thanksgiving Day; and, Christmas Day
2. As building construction can require some off-hour work, all night work, and
unforeseeable circumstances beyond the control of the contractor, the contractor
will comply with the City’s process for the Request for Waiver of Chapter 193 of
the Code of the City of Sunny Isles Beach and notify all adjacent properties and
submit applications for extended construction hours (see form, below). Some
activities that will require extended construction hours include:
a. Utility upgrades and tie-ins under Collins Avenue and adjacent sidewalk
b. Heavy and/or large equipment and material delivery and removal
c. Foundation dewatering
d. 24-hour mat foundation concrete pour
e. Activities where the safety of the public would be better served during off-
hours work
f. Emergencies and other unforeseeable events
4
5
Project Task: Describe project; include equipment to be used.
Note: Copy of liability insurance with the City of Sunny Isles Beach as an additional
insured.
All equipment will be modified to include OSHA-compliant “white-noise” back-up alarms
to reduce construction site noise.
1. Utility upgrades and tie-ins under Collins Avenue, including:
a. Electrical service
b. Domestic water
c. Fire water
d. Sanitary
e. Storm water
f. Natural gas
g. Telephone/data/cable tv
All of which may require the following equipment:
a. Backhoes/Excavators
b. Loaders
c. Trucks (dump trucks, concrete trucks, equipment trucks, etc.)
d. Trailers
e. Compaction equipment
f. Sawcutting equipment
g. Paving machines
h. Directional boring equipment
i. Pumps (both for dewatering and concrete)
j. Street sweepers
k. Generators
2. Site preparation, grading, and excavation:
a. Backhoes/Excavators
b. Loaders
c. Bulldozers
d. Motor graders
e. Trucks (dump trucks, equipment trucks, etc.)
f. Dewatering pumps
g. Sand sifting equipment for beach sand relocation
h. Water trucks
i. Street sweepers
j. Generators
3. Augered Cast-in-Place Pile installation:
a. Cranes (crawler and hydraulic)
b. Drill rigs
c. Concrete trucks (for grout)
d. Grout pumps
e. Loaders
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f. Trucks/Trailers (for reinforcing steel deliveries)
g. Generators
4. Temporary shoring and excavation:
a. Cranes (crawler and hydraulic)
b. Drill rigs
c. Pile-driving equipment
d. Concrete trucks
e. Trucks/Trailers
f. Backhoes/Excavators
g. Loaders/Dozers
h. Dump Trucks
i. Compaction equipment
j. Dewatering pumps (diesel and electric)
k. Generators
5. Mat foundation preparation and concrete pour:
a. Cranes (tower, crawler, and hydraulic)
b. Backhoes/Loaders
c. Pumps (both for dewatering and concrete)
d. Trucks (dump trucks, concrete trucks, equipment trucks, etc.)
e. Trailers
f. Concrete finishing equipment
6. Tower Crane and Man/Material Hoist Erection, Jumps, and Dismantling:
a. Large crawler and hydraulic cranes (for tower crane and man/material
hoist assembly and erection)
b. Tower cranes (for tower crane and man/material hoist jumping)
c. Large crawler and hydraulic cranes (for tower crane and man/material
hoist dismantling)
d. Generators
e. Tractor trailers
7. Other concrete placement activities:
a. Cranes (tower, crawler, and hydraulic)
b. Concrete pumps
c. Concrete trucks
d. Truck/trailers
e. Generators
Additional Information (as applicable to project)
Truck Route: Describe truck routes (attach route map), include number of trucks and
staging location.
7
The number of trucks will vary greatly over the course of the project. During concrete
operations, we expect a minimum of fifty (50) deliveries in the course of a typical day.
The proposed truck route for the project will be as shown on the attached Traffic
Pattern to Enter/Exit Jobsite. Most trucks, except for the foundation mat concrete
trucks, will be staged on-site and not on Collins Avenue. The contractor will design
project trucks routes within the property to allow for truck staging within the site.
In addition, the contractor will have trained and certified flagmen (“gate attendants”) at
each gate that will ensure no trucks stage on Collins Avenue and will allow trucks to exit
the site with minimizing disruption to traffic.
As at Jade Signature, our contractor will hold training sessions with all subcontractors
and vendors to review the truck route and rules and regulations regarding truck
deliveries. For example, at Jade Signature, the contractor has inserted language into all
subcontracts and purchase orders requiring them to:
1. Fully comply with plans like this one, at all times
2. No delivery vehicles are allowed to make “u-turns” on Collins Avenue
3. No delivery vehicles are allowed to utilize side streets or commercial parking lots
to make “turn-arounds”
4. No delivery vehicles are allowed to block Collins Avenue for any reason
Material Storage Location: Describe the location for material storage (if needed). Any
removal or relocation of sand, must be approved separately.
It is our intention that some materials will be stored on-site, space permitting. Locations
will vary throughout the course of the activities; however, the materials will remain inside
the fenced construction site.
Specifically for sand, we would ideally like to stock the sand on-site, sift (if required by
FDEP) on-site, and place on the beach directly from our site. If this cannot occur due to
FDEP and City requirements, like at Jade Signature, we will rent land in west Miami-
Dade County, haul the excavated sand for storage at this land, sift the sand there, and
wait for further instructions on sand placement from the City and FDEP.
Construction Trailer: Will a construction trailer be used? If so, show location?
Construction trailers (for both managers and materials/equipment) will be required on-
site. Please see the proposed locations on-site, below:
8
Traffic Control: Will this operation require occupying any traffic lanes, parking lanes,
beachwalks or any other public right-of way? If yes, closures shall be per the regulations
described in the Maintenance of Traffic (MOT) from the Florida Department of
Transportation (FDOT). Please note that a Lane Closure Permit from the Code
Compliance Department must be obtained prior to public right-of-way use.
Similar to Jade Signature, sidewalk and lane closures will be required for certain key
activities, such as: Deliveries and removal of extremely large and heavy equipment;
utility work within the right-of-way and Collins Avenue; and, the mat foundation concrete
pour. Again, like Jade Signature, the contractor will go through the proper channels to
obtain FDOT approval, City of Sunny Isles Beach approval, and have numerous
meetings to coordinate the effort beforehand. Then, execute the MOT plan with all
required signage, barriers/barricades, lighting, certified flagmen, police details, etc.
The process that the contractor at Jade Signature followed was to:
1. Meet with FDOT to review requirements for the project, timing, locations, etc. and
received advice on how best to prepare the MOT application including all
applicable MOT plans.
2. Prepare a draft of the MOT plans and review this draft of the plans with the City
of Sunny Isles Beach (Code Compliance Department and the Police Department)
3. Finalize the MOT plans as necessary to comply with comments provided by the
City of Sunny Isles Beach.
4. Submit MOT application and plans to FDOT and follow-up with another face-to-
face meeting with the inspector/plans approver to address any additional
concerns.
5. Receive MOT plan approval from FDOT.
6. Submit MOT application and FDOT approval to the City of Sunny Isles Beach
(both Code Compliance Department and Police Department).
7. Request City of Sunny Isles Beach Policer Officers as necessary to comply with
the MOT Plan and protect the safety of the public.
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We will require our contractor to prevent trucks and other equipment from blocking
traffic without the required MOT plan enactment.
Parking: Indicate the number of workers and the areas where their vehicles will be
parked through the duration of this phase of the project.
The number of workers will vary during the course of the project, but at the peak, we
expect approximately 225 individual workers. As the number of available parking spots
and vacant lots continues to decrease in and around Sunny Isles Beach, we will ensure
that workers carpool as much as possible. Further, we will secure parking at the
Haulover Beach parking lots and bus the workers from the parking location to the
construction site, then back to their vehicles at the end of their shift.
Clean-up: Describe the measures that will be taken to ensure that the work site and
public right-of-way will be maintained (including dust control, swale on driveways to
prevent water leaks to the street, gutter buddies, rocks at driveways, etc.)
Similar to Jade Signature, we will require the contractor to keep the construction site
safe and clean, including the immediate area outside the construction site to provide an
environment safe for walking pedestrians and personal vehicles.
Specific measures that will be taken to ensure a clean jobsite are:
1. Truck tire-wash areas at all project site exits prior to leaving the project. At Jade
Signature, the contractor developed steel grating to allow all tire surfaces to be
cleaned with the mud/dirt falling into the gaps in the grating, preventing this
mud/dirt from flowing into the street (see photo, below). The tires will be cleaned
using pressure washers to ensure full removal of mud/dirt/concrete.
10
2. Like at Jade Signature, rather than have gravel or stone entrances and exits
to/from the construction site, we will have the contractor provide and maintain a
reinforced concrete apron, which is much easier to clean and maintain as
opposed to gravel/stone. On the jobsite side of the concrete aprons, the
contractor will install the wash-down grating described above.
3. Curb inlets in Collins Avenue along the length of the site will receive erosion
control measures in accordance with the soon to be prepared, submitted, and
approved erosion control plan. There are various types of these curb gutter inlet
sediment prevention devices and our contractor will coordinate with the City and
FDOT. Additionally, the sediment that gets collected on the outside of the
sediment prevention device will be cleaned daily to prevent clogging, water
ponding, and sediment build up.
4. The full-time gate attendants will receive specific training on cleaning and
maintenance. They will wash down, sweep, and remove any dirt, sediment, and
debris, whether deposited from the jobsite or not. These full-time gate attendants
will also keep all sidewalks clear, clean, and safe at all times and, like at Jade
Signature, will be trained to deal with non-construction related pedestrian and
vehicular traffic.
5. The contractor will set up numerous water sources on-site for project individuals
to spray down the site to minimize wind-blown dirt/sand from leaving the project.
During site preparation and grading, a water truck will be used to wet the site.
Fencing: Construction fencing must be constructed of durable material, and additional
silt fencing for additional protection. Gates should be steady and properly secure during
non-working hours.
We take great pride in the “face” of our construction sites (the fencing) and require our
contractors to install temporary construction fencing that is constructed in a permanent
manner and in accordance with the City of Sunny Isles Beach requirements. The
fencing will be constructed of thick, durable plywood that will either be painted or
receive fastener-attached metal panel signage (similar to Jade Signature). The plywood
will be securely mounted to an engineered structural support system made of either
solid wood posts and stringers or hollow structural steel (“HSS”) shapes embedded into
holes and encased in concrete. The back side of the fence will be lined with silt fence to
prevent sediment run-off from the jobsite, under the fence, onto the sidewalk or other
adjacent areas.
All gates will be sliding gates, rather than swinging gates, to ensure that the gates do
not accidentally swing into the right-of-way due to the strong winds in Sunny Isles
Beach. The gates will be constructed of the same materials as the fencing in order to
match the fence and provide a consistent look for the project. All gates will be secured
with high-strength pad locks when closed at the end of each day. During the day, we
will have full-time attendants at all open gates to prevent unauthorized access and
ensure the safety of the public. This may also include providing a “warning barrier” in
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lieu of a closed gate, only during working hours. Finally, like at Jade Signature, we may
light the fence-mounted signage, upon approval from the City of Sunny Isles Beach.
Provide erosion sediment control plans, if applicable.
As we currently have not selected a contractor at this time, we have not had erosion
and sediment control plans prepared. They will be prepared by a licensed, registered
professional and will be in accordance with all national, State, County, and City
requirements. Once prepared, we will have the selected contractor provide copies to
amend this plan and obtain all required permits.
III. Public Beach Access Protection and Closure
None required
Contractor Information: Please include name, company, address, phone number,
email, cell phone number.
To be determined
Project Location: 18801 Collins Avenue, Sunny Isles Beach, FL 33160
Estimated Start Date: not applicable
Estimated Completion Date: not applicable
Hours of Operation: not applicable
Project Task: Describe how and what will be demolished; include equipment to be
used.
Not applicable
Adjacent beach access available for public access: Signage, location, hours of
operations, etc. Walkway protection details.
Not Applicable
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IV. Other
Contractor Information: Please include name, company, address, phone number,
email, cell phone number.
To be determined
Project Location:
Estimated Start Date:
Estimated Completion Date:
Hours of Operation:
Project Task: Describe how and what will be demolished; include equipment to be
used.
Note: Copy of liability insurance with the City of Sunny Isles Beach as an additional
insured.
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TRUCK ROUTE(S)
Please attach Route Map
CONSTRUCTION
TRAILERS
TEMP WELLS
DEWATERING
TANKS
DUMPSTERS
TOWER CRANE
TOWER CRANE
CONCRETE WASHOUTS
ENTRANCE
/ PROTECTIVE
WALKWAY
ENTRANCE
/ PROTECTIVE
WALKWAY
TOILETS
TOILETS
SITE ROAD
TEMP POWER
TRANSFORMER
PHASE 1
VARADERO SITE LOGISTICS PLAN
PHASE 1
DUMPSTERS
10/02/15
SITE EXIT
(30 FT)
SITE ENTRANCE
(30 FT)
TEMPORARY CONSTRUCTION FENCE
CONSTRUCTION FENCE
(PLYWOOD)
TIRE SCRUBBERS
180 ft radius
135 ft radiu
s
(refer to schedule for start/finish and durations)
PHASE 2
VARADERO SITE LOGISTICS PLAN
PHASE 2
10/02/15
TOWER
CRANE
(115 FT RADIUS)
TOWER
CRANE
(85 FT RADIUS)
TEMP WELLS &
DEWATERING TANKS
CONSTRUCTION
TRAILERS
BUCKHOIST
DUMPSTERS
CONCRETE WASHOUTS
SITE ROAD
DUMPSTER
TEMP POWER TRANSFORMER
(SAME LOCATION AS PHASE 1)
PROTECTIVE
WALKWAY
TIRE SCRUBBERS
SITE EXIT
(30 FT)
SITE ENTRANCE
(30 FT)
CONSTRUCTION FENCE
(PLYWOOD)
TOILETS BUCKHOIST
TOILET
(refer to schedule for start/finish and durations)
PHASE 1
VARADERO SITE LOGISTICS PLAN
PHASE 1 & PHASE 2
10/02/15
PHASE 2
(refer to schedule for start/finish and durations)