HomeMy WebLinkAboutR-98-0762J-98-677
7/21/98 9 8_ 7 L 2
RESOLUTION NO. I v
A RESOLUTION, WITH ATTACHMENTS, APPROVING WITH
CONDITIONS, A MAJOR USE SPECIAL PERMIT
PURSUANT TO ARTICLES 13 AND 17 OF ZONING
ORDINANCE NO. 11000, FOR THE MIAMI DADE
COMMUNITY COLLEGE PARKING STRUCTURE PROJECT
TO BE LOCATED AT APPROXIMATELY 520 NE 2iqb
AVENUE, MIAMI, FLORIDA, TO BE COMPRISED OF NOT
MORE THAN 24,400 SQUARE FEET OF COLLEGE
SUPPORT USES AT THE GROUND FLOOR AND 2,271
PARKING SPACES ON 11 LEVELS; DIRECTING
TRANSMITTAL OF THE HEREIN RESOLUTION; MAKING
FINDINGS OF FACT AND STATING CONCLUSIONS OF
LAW; PROVIDING FOR BINDING EFFECT; CONTAINING
A SEVERABILITY CLAUSE AND PROVIDING FOR AN
EFFECTIVE DATE.
WHEREAS, on May 1, 1998, the applicant, Ben Fernandez for
Miami Dade Community College Foundation, Inc., submitted a
complete Application for Major Use Special Permit for the Miami
Dade Community College Downtown Campus Parking Structure Project
pursuant to Articles 13 and 17 of Zoning Ordinance No. 11000, for
the property located at approximately 520 NE 2nd Avenue, Miami,
Florida, as legally described on "Exhibit B11, attached hereto and
in "Exhibit All, the Development Order attached hereto; and
WHEREAS, development of the Miami Dade Community College
Downtown Campus Parking Structure Project requires the issuance
of a Major Use Special Permit pursuant to Article 17 of Zoning
Ordinance No. 11000, the Zoning Ordinance of the City of Miami,
ATTACHMEKT (5)
CONTAINED
CITY COMMISSION
MEETING OF
J U h 2 1 1998
Resolution No.
98- 762
Florida, as amended; and
WHEREAS, development of the Miami Dade Community College
Downtown Campus Parking Structure Project requires the issuance
of a Special Exception pursuant to Article 4, Section 401 of
Zoning Ordinance No. 11000, the Zoning Ordinance of the City of
Miami, Florida, as amended; and
WHEREAS, the Urban Development Review Board met on April 8,
1998 to consider the proposed project and recommended denial of
the project as presented; and
WHEREAS, the APPLICANT has modified the proposed project to
address the expressed concerns raised at said Urban Development
Review Board meeting; and
WHEREAS, the Miami Zoning Board, at its meeting held on June
15, 1998, Item No. 4, following an advertised public hearing,
adopted Resolution No. ZB 1998-0073 by a vote of seven to zero (7
to 0), RECOMMENDING APPROVAL WITH CONDITIONS of the Special
Exception component of the Major Use Special Permit Development
Order as attached hereto; and
WHEREAS, the Miami Planning Advisory Board, at its meeting
held on June 17, 1998, Item No. 1, following an advertised public
hearing, adopted Resolution No. PAB -51-98 by a vote of five to
zero (5-0), RECOMMENDING APPROVAL WITH CONDITIONS of the Major
Use Special Permit Development Order as attached hereto; and
WHEREAS, the City Commission deems it advisable and in the
best interest of the general welfare of the City of Miami to
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98- 762
issue a Major Use Special Permit Development Order as hereinafter
set forth;
NOW, THEREFORE, BE IT RESOLVED BY THE COMMISSION OF THE CITY
OF MIAMI, FLORIDA:
Section 1. The recitals and findings contained in the
Preamble to this Resolution are hereby adopted by reference
thereto and incorporated herein as if fully set forth in this
Section.
Section 2. A Major Use Special Permit Development Order,
attached hereto as Exhibit "Al' and made a part hereof, is hereby
approved subject to the conditions specified in said Development
Order, per Article 17 of Zoning Ordinance No. 11000, for the
Miami Dade Community College Parking Structure Project
(hereinafter referred to as the "PROJECT") to be developed by the
Miami Dade Community College Foundation Inc., ("APPLICANT"), at
approximately 520 NE 2nd Avenue, Miami, Florida, more
particularly described on "Exhibit B", attached hereto and made a
part hereof.
Section 3. The PROJECT is hereby approved for the
construction of up to 24,400 square feet of college support
spaces at the ground floor and 2,271 parking spaces on it
floors.
Section 4. The Major Use Special Permit Application for
the Miami Dade Community College Parking Structure Project also
encompasses the lower ranking Special Permits as set forth in the
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98- 762
Development Order, attached as Exhibit "A" hereto and
incorporated herein.
Section 5. The findings of fact set forth below are
hereby made with respect to the subject PROJECT:
a. The PROJECT is in conformity with the adopted
Miami Comprehensive Neighborhood Plan 1989-2000,
as amended.
b. The PROJECT is in accord with the CBD Zoning
classification of Zoning Ordinance No. 11000, the
Zoning Ordinance of the City of Miami, Florida, as
amended.
c. Pursuant to Section 1305 of the Zoning Ordinance
of the City of Miami, Florida, the specific site
plan aspects of the PROJECT, i.e., ingress and
egress, parking, signs and lighting, utilities,
drainage, preservation of natural features and
control of potentially adverse effects generally,
have been considered and will be further
considered administratively during the process of
issuing a building permit and a certificate of
occupancy.
d. The PROJECT is expected to cost approximately $28
million, and to employ approximately 120 workers
during construction (FTE); the PROJECT will also
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98- 762
result in the creation of approximately 20
permanent new jobs.
e. The City Commission further finds that:
(1) the PROJECT will have a favorable impact on
the economy of the City;
(2) the PROJECT will efficiently use public
transportation facilities;
(3) any potentially adverse effects of the
PROJECT will be mitigated through compliance
with the conditions of this Major Use Special
Permit;
(4) the PROJECT will favorably affect the need
for people to find adequate housing
reasonably accessible to their places of
employment;
(5) the PROJECT will efficiently use necessary
public facilities;
(6) the PROJECT will not negatively impact the
environment and natural resources of the
City;
(7) the PROJECT will not adversely affect living
conditions in the neighborhood;
(8) the PROJECT will not adversely affect public
safety;
(9) based on the record presented and evidence
presented, the public welfare will be served
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98- 762
by the PROJECT; and
(10) any potentially adverse effects of the
PROJECT arising from safety and security,
fire protection and life safety, solid waste,
heritage conservation, trees, shoreline
development, minority participation and
employment, and minority
contractor/subcontractor participation will
be mitigated through compliance with the
conditions of this Major Use Special Permit.
Section 7. The Major Use Special Permit, as approved and
amended, shall be binding upon the APPLICANTS and any successors
in interest.
Section 8. The application for Major Use Special Permit,
which was submitted on May 1, 1998, and on file with the
Department of Planning and Development of the City Of Miami,
Florida, shall be relied upon generally for administrative
interpretations and is made a part hereof by reference.
Section 9. This Major Use Special Permit will expire two
(2) years from its effective date which is thirty (30) days after
the adoption of the herein Resolution.
Section 10. The City Manager is hereby directed to
instruct the Director of the Department of Planning and
Development to transmit a copy of this Resolution and attachment
to the developers: Miami Dade Community College Foundation Inc.,
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c/o Ben Fernandez, Esq., 200 S. Biscayne Boulevard Miami, F1.
33131.
Section 11. The Findings of Fact and Conclusions of Law
are made with respect to the Project as described in the
Development Order for the Miami Dade Community College Parking
Garage Project, which is attached hereto as Exhibit "A" and made
a part hereof by reference, as more particularly described in
Exhibit "A".
Section 12. The Major Use Special Permit Development
Order for the Miami Dade Community College Parking Garage Project
(Exhibit "A") is hereby granted and issued.
Section 13. In the event that any portion or section of
this Resolution or the Development Order (Exhibit "All) is
determined to be invalid, illegal, or unconstitutional by a court
or agency of competent jurisdiction, such decision shall in no
manner affect the remaining portions of this Resolution or
Development Order (Exhibit "A") which shall remain in full force
and effect.
Section 14. This Resolution shall become effective thirty
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98- 762
(30) days after its adoption and signature of the Mayorl
PASSED AND ADOPTED this 21st day of July , 1998.
ATTEST:
JOE CAROLLO, MAYOR
In accordance wfth Miami Code Sec. 2-36, sinre the . dir? no i,..,4' �t0
"'is
s I born by signing it in the designated ;mace p;Oavidud, s'aitl I;XI,
effective With the elapse of ten (10) days fr the date d Ccemm ss:cj,regar
9 sm*. Without the Mayor a rdsir�g �o
Wa er J man, City CieZ
WALTER J. FOEMAN
CITY CLERK
AP
NDRO VILARELLO
ATTORNEY
W2682:csk:GMM
CORRECTNESS :/
1 This Ordinance shall become effective as specified herein unless vetoed by the Mayor within ten days from the date it was
passed and adopted. If the Mayor vetoes this Ordinance, it shall become effective immediately upon override of the veto by the
City Commission or upon the effective date stated herein, whichever is later.
98- 762
EXHIBIT "A"
ATTACHMENT TO
RESOLUTION NO.
DATE:
MIAMI DADE COMMUNITY COLLEGE PARKING GARAGE PROJECT
MAJOR USE SPECIAL PERMIT
DEVELOPMENT ORDER
Let it be known that pursuant to Articles 13 and 17 of Ordinance
No. 11000, the Zoning Ordinance of the City of Miami, Florida, as
amended, the Commission of the City of Miami, Florida, has
considered in a public hearing, the issuance of a Major Use
Special Permit for the Miami Dade Community College Parking
Garage Project (hereinafter referred to as the "PROJECT") to be
located at approximately 520 NE 2nd Avenue, Miami, Florida; see
legal description on "Exhibit B", attached hereto and made a part
hereof; said legal description is subject to any dedications,
limitations, restrictions, reservations or easements of record.
After due consideration of the recommendations of the Planning
Advisory Board and after due consideration of the consistency of
this proposed development with the Miami Comprehensive
Neighborhood Plan, the City Commission has approved the PROJECT,
and subject to the following conditions approves the Major Use
Special Permit and hereby issues this Permit:
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PROJECT DESCRIPTION:
The proposed Miami Dade Community College Parking Garage
Project is a parking garage structure, located at approximately
520 NE 2nd Avenue, Miami, Florida; ("PROJECT"). The PROJECT is
located on a gross lot area of approximately 145,812 square feet
of land and a net lot area of approximately 110,965 square feet
of land (more specifically described on "Exhibit B", incorporated
herein by reference). The remainder of the PROJECT's VITAL DATA
is attached hereto as "EXHIBIT C", and incorporated herein by
reference.
The proposed PROJECT will consist of no more than 24,400
square feet of college support space at the ground floor and
2,271 parking spaces on 11 levels.
The Major Use Special Permit Application for the Miami Dade
Community College Parking Garage Project also encompasses the
following lower ranking Special Permits:
CLASS II SPECIAL PERMIT as per Article 4, Section 401 for
development within the CBD zoning district.
SPECIAL EXCEPTION as per Article 4, Section 401 for a
parking garage within the CBD zoning district.
Pursuant to Articles 13 and 17 of Zoning Ordinance 11000,
approval of the requested Major Use Special Permit shall be
considered sufficient for the subordinate permits and requested
referenced above.
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98- 762
The PROJECT shall be constructed substantially in accordance
with plans and design schematics on file prepared by Carr Smith
Corradino Architects, dated May 1, 1998; the landscape plan shall
be implemented substantially in accordance with plans and design
schematics on file prepared by Carr Smith Corradino Architects,
dated May 1, 1998; said design and landscape plans may be
permitted to be modified only to the extent necessary to comply
with the conditions for approval imposed herein; all
modifications shall be subject to the review and approval of the
Director of the Department of Planning and Development prior to
the issuance of any building permits.
The PROJECT conforms to the requirements of the CBD Zoning
District, as contained in Ordinance No. 11000, the Zoning
Ordinance of the City of Miami, Florida, as amended.
The existing comprehensive plan future land use designation
allows the proposed mix of commercial and residential uses.
THE APPLICANT, ITS SUCCESSORS, AND/OR ASSIGNS, JOINTLY OR
SEVERALLY, PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS, SHALL
COMPLY WITH THE FOLLOWING:
1. Meet all applicable building codes, land development
regulations, ordinances and other laws.
2. Provide a list of agencies from which approvals and/or
permits must be obtained prior to initiation of
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98-- 762
development and the permit or approval required of
each.
3. Allow the Miami Police Department to conduct a security
survey, at the option of the Department, and to make
recommendations concerning security measures and
systems; further submit a report to the Department of
Planning and Development, prior to commencement of
construction, demonstrating how the Police Department
recommendations, if any, have been incorporated into
the PROJECT security and construction plans, or
demonstrate to the Planning Director why such
recommendations are impractical.
4. Provide a letter from the Department of Fire -Rescue
indicating APPLICANT'S coordination with members of the
Fire Plan Review Section at the Department of Fire -
Rescue in the review of the scope of the PROJECT, owner
responsibility, building development process and review
procedures, as well as specific requirements for fire
protection and life safety systems, exiting, vehicular
access and water supply.
5. Provide a letter of assurance from the Solid Waste
Department that the PROJECT has addressed all concerns
of the said Department.
6. Prepare a Minority Participation and Employment Plan to
be submitted to the City's Director of Minority and
Women Business Affairs for review and comments, with
the understanding that the City's Minority/Women
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98- 762
Business Affairs and Procurement Ordinance No. 10538 is a
guide that the APPLICANT must use its best efforts to
follow.
7. Prepare a Minority Contractor/Subcontractor
Participation Plan to the City's Director of Minority
and Women Business Affairs for review and comment, with
the understanding that the City's Minority/Women
Business Affairs and Procurement Ordinance No. 10538 is
a guide that the APPLICANT must use its best efforts to
follow.
8. Record a certified copy of the development order with
the Clerk of the Dade County Circuit Court specifying
that the Development Order runs with the land and is
binding on the APPLICANT, its successors, and assigns,
jointly or severally.
9. Provide the Public Works Department of the City of
Miami with plans for proposed sidewalk and swale area
improvements for their review and approval prior to the
issuance of a building permit.
10. Provide the Department of Planning and Development with
a temporary parking plan which addresses construction
employee parking and temporary parking arrangements for
the construction period; said plan shall be subject to
the review and approval by the Department of Planning
and Development prior to the issuance of any building
permits.
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98- 762
11. A final landscape plan depicting specifications,
illumination and irrigation shall be submitted for
review and approval by the Planning Division prior to
the issuance of a landscape permit.
THE CITY SHALL:
Subject to payment of all applicable fees due,
establish the effective date of this Permit as being thirty
(30) days from the date of its issuance with the issuance
date constituting the commencement of the thirty (30) day
period to appeal from the provisions of the Permit.
98- 762
The Miami Dade Community College Parking Garage Project,
proposed by the applicant, Ben Fernandez for the Miami Dade
Community College Foundation, Inc., ("APPLICANT"), complies with
the Miami Comprehensive Neighborhood Plan 1989-2000, is
consistent with the orderly development and goals of the City of
Miami, and complies with local land development regulations and
further, pursuant to Section 1703 of Zoning Ordinance No. 11000:
(1) the PROJECT will have a favorable impact on the economy
of the City; and
(2) the PROJECT will efficiently use public transportation
facilities; and
(3) the PROJECT will favorably affect the need for people
to find adequate parking reasonably accessible to their
destinations; and
(4) the PROJECT will efficiently use necessary public
facilities; and
(5) the PROJECT will not negatively impact the environment
and natural resources of the City; and
(6) the PROJECT will not adversely affect public safety;
and
(7) the public welfare will be served by the PROJECT; and
(8) any potentially adverse effects of the PROJECT will be
mitigated through conditions of this Major Use Special
Permit.
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98- 762
The proposed development does not unreasonably interfere
with the achievement of the objectives of the adopted State Land
Development Plan applicable to the City of Miami.
Pursuant to Section 1305 of Zoning Ordinance No. 11000, the
specific site plan aspects of the PROJECT i.e., ingress and
egress, offstreet parking and loading, refuse and service areas,
signs and lighting, utilities, drainage and control of
potentially adverse effects generally have been considered and
will be further considered administratively during the process of
issuing individual building permits and certificates of
occupancy.
8 -
98- 762
EXHIBIT B
LEGAL DESCRIPTION:
Lots 1 ihrougn 8 inclusive, less the East 10.00 feet thereof; tegethe� w-**.h
the South 46.5 feet of the North tOO feel of Lots 9 and W; tocetr.er w'th
Lot 14; together with Lots 15 and t6, iess the South 10.00 feet thereof;
together with Lot !7: together with Lots 18 through 20 Inclusive, less tie
East MOO feet thereof, and also less the South MOO feet thereof of said
Lots !8 through 20, and also less a portion of said Lot 20, being more
particularly described as follows:
Commence at the Scutneast corner of Salo Lot 20 thence North 2'17'31' 'Kest
along tie East boundary of said Lot 20 for MOO feet; thence South
87140'32' hest along a IIna 10.00 feet North of and parallel to the Scutti
boundary of said Lot 20 for 25.52 feet to the POINT OF BEGINNING; thence
continue along the last described course of 20.01 feet; thence Norte
4616' 26' west for 15.99 feet; thence North 85'43' 34' East for 20.00 feet;
thence South 4'i6'26' East for 16.67 feet to the POINT OF BEGINNING.
Al I lying within Block 62N, A.L. KNOWLTON'S MAP OF MIAMI, accord'ng to the
plat thereof as recorded In Plat Book 'B' at Page 41 of the Publ:c Recores
of Dade County, Florida.
98- 762
PZ-6
PLANNING FACT SHEET
APPLICANT Ben Fernandez, Esq. for Miami Dade Community College Found.
HEARING DATE June 17, 1998.
REQUEST/LOCATION Proposal for a Major Use Special Permit for the Miami Dade
Community College Downtown Campus Parking Garage Project
located approximately on 500 NE 2nd Avenue.
LEGAL DESCRIPTION Complete legal description on file with the Hearing Boards Office.
PETITION Consideration of a Major Use Special Permit for the Miami Dade
Community College Downtown Campus Parking Garage Project
to allow 2271 parking spaces and 24,400 s.f. storefront college
support space along the ground floor.
PLANNING Approval with conditions.
RECOMMENDATION
BACKGROUND AND See attached analysis.
ANALYSIS
PLANNING ADVISORY BOARD Approval with conditions VOTE: 5-0
CITY COMMISSION N/A
APPLICATION NUMBER 98-029 Item #1
.......... ................... —.................. ....................... ............................................. ............ .......................... ........ ................. ................ ..............................
....
CITY OF MIAMI • DEPARTMENT OF PLANNING AND DEVELOPMENT
444 SW 2NO AVENUE, 3RD FLOOR • MIAMI, FLORIDA, 33130 PHONE (305) 416-1435
D
....a...t.e:........06/02/................... .............................................................................................................................................................. ......................ag......1
e 1..."
98 P
98 762
ANALYSIS FOR A
MAJOR USE SPECIAL PERMIT FOR
THE MIAMI DARE COMMUNITY COLLEGE
PARKING STRUCTURE
520 NE 2°d Avenue
CASE NO. 98-029
This application for a Major Use Special Permit, as per City of Miami Zoning Ordinance
11000, as amended, Article 17, Section 1701 has been reviewed to allow a parking
;garage structure with 2,271 parking spaces and 24,400 square feet of ground floor
pedestrian oriented uses (including retail, office and/or gallery spaces).
Note: This application encompasses a Special Exception for a parking garage in
CBD zoning district and also encompasses a Class II Special Permit for development
within the CBD zoning district per Article 4, Section 401 of Ordinance 11000.
The following findings have been made:
• It is found that the proposed parking structure is going to be primarily used by Miami
Dade Community College; however, its proximity to other major facilities and
centralized location within the core of Downtown Miami will make this parking
garage ideal to serve a number of other parking needs within downtown.
• It is found that the project was heard by the Urban Development Review Board
(UDRB) at the hearing of April 8, 1998, and that the recommendation of the Board
was denial based on some contextual urban deficiencies on the plans presented at that
time; the applicant has since corrected these on the revised application.
• It is found that the revised plans are much more pedestrian friendly by increasing (by
almost 100%) the ground floor pedestrian oriented space and uses.
• It is found that the proposed use is in scale and character with the surrounding area. It
is also found that at the present time, parking for the Miami Dade Community
College is very much needed.
• It is found that the proposed layout provides adequate space for parking and
circulation.
• It is found that the landscape plan included as part of this petition is adequate.
98- 76- 2
• It is found that this project will have no adverse impacts on the surrounding area.
• It is found that with respect to all additional criteria as specified in Section 1305 of
Zoning Ordinance 11000, the proposal has been reviewed and found to be adequate.
Based on these findings, the Department of Planning and Development is
recommending approval of the requested Major Use Special Permit with the
following conditions:
1. The approval of this Major Use Special Permit shall be subject to the
recordation of the following documents prior to the issuance of any building
permits for the proposed project:
a. Unity of Title or covenant in lieu thereof providing that the ownership,
operation and maintenance of all common areas and facilities will be by
the property owner or a mandatory property owner association in
perpetuity.
b. Development Order specifying that the Development Order runs with the
land and is binding on the Applicant, it successors and assigns, jointly or
severally.
2. The applicant shall submit a parking plan for construction employees while the
building is under construction; said parking plan shall be subject to review and
approval by the Department of Planning and Development prior to the issuance
of any building permits.
3. The applicant shall provide plans for proposed sidewalk and swale area
improvements prior to the issuance of a building permit; said plans shall be
subject to review and approval by the Public Works Department and the
Department of Planning and Development.
4. The applicant shall retain the services of an archeological consultant who will be
responsible for conducting archeological monitoring of all ground disturbing
activity; said consultant shall obtain a scope of work from the Miami -Dade
County Archeologist and shall provide reports both to that office and the City of
Miami Preservation Officer.
5. This approval shall also be subject to all additional conditions specified in the
Final Development Order for the project.
98- 762
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RESOLUTION PAB - 51-98
A RESOLUTION RECOMMENDING APPROVAL OF A MAJOR USE
SPECIAL PERMIT FOR THE MIAMI DADE COMMUNITY COLLEGE
DOWNTOWN CAMPUS PARKING GARAGE PROJECT TO ALLOW 2271
PARKING SPACES AND 24,400 SQUARE FEET STOREFRONT COLLEGE
SUPPORT SPACE ALONG THE GROUND FLOOR SUBJECT TO THE
ATTACHED CONDITIONS OF THE DEPARTMENT OF PLANNING AND
DEVELOPMENT PLUS AN ADDITIONAL CONDITION THAT A
LANDSCAPE PLAN BE SUBMITTED PRIOR TO THE LANDSCAPING
PERMIT.
HEARING DATE: June 17, 1998
ITEM NO. 1
VOTE: 5-0
ATTES
des Slazyk, Assistant r or
Department of Planning an
Development
98- 762
ANALYSIS FOR A
MAJOR USE SPECIAL PERMIT FOR
THE MIAMI DADE COMMUNITY COLLEGE
PARKING STRUCTURE
520 NE 2°d Avenue
CASE NO. 98-029
This application for a Major Use Special Permit, as per City of Miami Zoning Ordinance
1.1000; as amended, Article 17, Section 1701 has been reviewed to allow a parking
garage structure with 2,271 parking spaces and 24,400 square feet of ground floor
pedestrian oriented uses (including retail, office and/or gallery spaces). '
Note: This application encompasses a Special Exception for a parking garage in
CBD zoning district and also encompasses a Class II Special Permit for development
within the CBD zoning district per Article 4, Section 401 of Ordinance 11000.
The following findings have been made:
• It is found that the proposed parking structure is going to be primarily used by Miami
Dade Community College; however, its proximity to other major facilities and
centralized location within the core of Downtown Miami will make this parking
garage ideal to serve a number of other parking needs within downtown.
• It is found that the project was heard by the Urban Development Review Board
(UDRB) at the hearing of April 8, 1998, and that the recommendation of the Board
was denial based on some contextual urban deficiencies on the plans presented at that
time; the applicant has since corrected these on the revised application.
• It is found that the revised plans are much more pedestrian friendly by increasing (by
almost 100%) the ground floor pedestrian oriented space and uses.
• It is found that the proposed use is in scale and character with the surrounding area. It
is also found that at the present time, parking for the Miami Dade Community
College is very much needed.
• It is found that the proposed layout provides adequate space for parking and
circulation.
• It is found that the landscape plan included as part of this petition is adequate.
98- 762
• - It is found that this project will have no adverse impacts on the surrounding area.
• It is found that with respect to all additional criteria as specified in Section 1305 of
Zoning Ordinance 11000, the proposal has been reviewed and found to be adequate.
Based on these findings, the Department of Planning and Development is
recommending approval of the requested Major Use Special Permit with the
following conditions:
1. The approval of this Major Use Special Permit shall be subject to the
recordation of the following documents prior to the issuance of any building
permits for the proposed project:
a. Unity of Title or covenant in lieu thereof providing that the ownership,
operation and maintenance of all common areas and facilities will be by
the property owner or a mandatory property owner association in
perpetuity.
b. Development Order specifying that the Development Order runs with the
land and is binding on the Applicant, it successors and assigns, jointly or
severally.
2. The applicant shall submit a parking plan for construction employees while the
building is under construction; said parking plan shall be subject to review and
approval by the Department of Planning and Development prior to the issuance
of any building permits.
3. The applicant shall provide plans for proposed sidewalk and swale area
improvements prior to the issuance of a building permit; said plans shall be
subject to review and approval by the Public Works Department and the
Department of Planning and Development.
4. The applicant shall retain the services of an archeological consultant who will be
responsible for conducting archeological monitoring of all ground disturbing
activity; said consultant shall obtain a scope of work from the Miami -Dade
County Archeologist and shall provide reports both to that office and the City of
Miami Preservation Officer.
5. This approval shall also be subject to all additional conditions specified in the
Final Development Order for the project.
98- 762
C'Y-TV OF MIAMI
Dt_-,PAR7WNT OF PLANNING AND DEVELOPMEN'I'
APPLICATION FOR
MAJOR USE SPECIAL, PERMIT
1 I' IS INTENDED THAT NWOR USE SPFt7AL PERMIT-:; HN. REQUIRED WHERE SPECIFIED USES AN'UA3k (CC 11PANCICS INVOLVE MATTEIL43
DEL-MED TO FIR OF CITYWIDE; OR AREA -WIDE IMPORTANCE• -
UHF CITY COMMISSION STTALL BE SOLELY Pf-SPONSIHI.F Kill DFITRMINATIONS ON APPLICATIONS FOR MAJOR I)Sy SPFCIAI PFRMf-r$,
(JEE ARTICLE 17 OF ORUINAM-F. 11001). A.S 1+MF"NDEA Tilt ZONING ORDINANCE OF 777E C1 fYOF MIAMI, t7 UK1DA.)
TTAH CITY COMMISSION SHALE. REFER ALL APPLICATIONS FI iR MAJOK USE SPECIAL PERMITS TO THE PLANNING ADVI.C(KY HOARI) AN[)
T'0 THE DIRECTOR OF TILE DEPARTMENT OF PLANNING AND DEVFLOPMENT FOR RECOMMENDATIONS, ANT) MAY -MAKE- KIJI4tRKAI.S I'O
AGENCIES, BODIES, OR O F/1Cy.Ks. HI'riiF:R THROU(iI I TI IC DCPARTMINr OP PLANNING, AND ULVEL )PMEN'T OR DIRECTLY. FOR REVIEW,
ANALYSIS ANINOR TECHNICAL FINDINGS AND DCTCRMINATIONS ANT) RF.POK'I S IHEKH'�ON. (SEE SECTION 11015 OF ORDINANCE 1100. AS
AdlCNDED, THE ZONING ORDINANCE OF T11E CnY OF M1.4Ml, F1.01UnA.)
sT:CTTON 2-653 OF 'lilt? CODE OF THE CITY Or. MIAMI, rT.OWDA, AS AMENO'F.i), ORNFRALLY KEQUIRES ANY PERSON WHO RECEIVES
COMPENSATION. REMUNERATION OR 1:XP):NSI_S I•OI( (:UNDUC:I'IN(i LOBBYINU AC 11VITIES T'O RECHSTER A,S A 1.01113YIST WTTI1 TITF CITY
CLERK, PRT(* TO ENGAGING IN LUSBYING AC-11V171IES BEFORE CITY STAFF. TIOARDS. COMM=..FS AND IHk UITY COMMISSION A
COPY OF SALT) ORDINANCE IS AVAILABLE IN TILE orr1CC or TTTC Crry C1.F.RK (MIAMI (;fl"Y HALL.). LOCATED A'r 3500 PAN AME-RICAN
DRIVE, MIAMI, FLORIDA. 33133.
NOTE: THIS APPLICA77ON MUVT HE "TYPEwRI7TF_N AND SIGNF-D IN BLACK INK
Foundation, Inc„ & Stern Family Limited Partnership
I, Miami Dade Community College hereby apply to the Director of the Department of Planning
and Development of the City of Miami for approval of a Major Use Special Permit under the provisions of Article 17
of the City of Miami Zoning Ordinance.
Property Address:
Nature.oi'proposed use (be specific): _ Ding-f-a,,r_3.l.ity.-.to_-serve_ Miami L1acLP rommLni ty
APPLICATION NTATERIALS
1 attach the following in support and explanation of rile application.
1. Two original surveys, prepared by a State of Florida Registered Ladd Surveyor within one year front the
date of application.
2. Affidavit disclosing ownership of property covered by application and disclosure of interest form (attach
forms 4-83 and 4a-83 to application).
l'age I of 2
X 3. Affidavits disclosing ownership of property covered by applications and disclosure of interest from (attached
to_ application).
_X 4. Certified list of owners of real estate within a 375-foot radius of the outside boundaries of property covered
by the application.
X 5. At least two photographs that show the entire property (land and improvements).
Y_ 6. Recorded warranty deed and tax forms for the most current year available that show the present owner(s) of
the property.
X 7. Other (Specify and attach cover letters explaining why any document you are attaching is pertinent to this
application).
X 8. Fee of S 0
4oning Ordinance:
to apply toward the cost of processing according to Section 62-156 of the
SpecialException...............................................................................................S 800.00
Special Exception requiring automatic city commission review.......................$2,000.00
Extension of time for special exception..........................................................-.S. 500.00
Public hearing mail notice fees, including cost of
handling and mailing per notice.........................................................................$ 3.50
Surcharge equal to applicable fee from item above, not to exceed eight hundred
dollars ($800.00) except from agencies of the city; such surcharge to be refunded
to the applicant if there is no appal from a property owner within three hundred
and seventy-five (375) feet of the subject property.
Signature
Name/� 2 nGLnd�
Address S t r
Telephone W —
Date / Q
98- 762
AFFIDAVIT
STATE OF FLORIDA
COUNTY OF MIAMI-DADE
}
} SS
}
8,
efore me the undersigned authority, this day personally appeared
who being by me first duly sworn, upon oath, deposes and says:
1. That he/she is the owner. or the legal representative of the owner, submitting the accompanying application for
public hepring as required by the Zoning Ordinance of the City of Miami, Florida. affecting the real property located
in the City of Miami, as described and listed on the pages attached to this affidavit and made a part thereof.
2. That all owners which he/she represents, if any, have given their full and complete permission for him/her to act
in his/her behalf for the change or modification of a classification or regulation of toning as set out in the
accompanying petition.
3. That the pages attached hereto and made a part of this affidavit contain the current names, mailing addresses,
telephone numbers and legal descriptions for the real property of which he/she is the owner or legal representative_
4. The facts as represented in the application and documents submitted in conjunction with this affidavit are true
and correct
Further Afftant sayeth not
Applicant's Signature
STATE OF FLORIDA `--�
COUNTY OF MIAMI-DADE �� 1 )
was isd before me this day of Y
e foregoing uistrum t Y �� 8� who is personally known to me or who has
196, by 1 as identification and who did {did not) take ail oath_
produced n A
EZ
MY COMMISSION i CC 719M
g: b EXPIRES: Febnry 24. 2002 Name.
't aF 'xn. Bonded Thm Naery Pdit uedowdoea -State of FI<
Notary
Commission No.:
My Commission Expires:
98- 762
OWNER'S LIST
Owner's Name Stern Family Limited Partnership, a Florida Limited Partnership
c/o-Bercow & Radell
Mailing Address 200 S. Biscayne Blvd., #850, Miami, FL Zip Code 33131
Telephone Number
Legal Description:
Miami North,.Plat Book B-41
Lot 14 Blk 62
Owner's Name Miami Dade Community. Col leap Foundation# • Tnc _
Mailing Address Zip Code
Telephone Number
Legal Description:
See'attached Exhibit B
Owner's Name
viailing Address Zip Code
Telephone Number
� - r
Legal Description:
Any other real estate property owned individually, jointly, or severally (by corporation, partnership or privately) within
375 feet of the subject site is listed as foilOWs:
Street Address
300 N.E. 2nd Avenue
Street Address
Street Address
Legal Description
B 121, Page I-# New World Center,
Tract A
Legal Description
Legal Description
98- -762
DISCLOSURE OF OWNERSHIP
1. Legal description and street address of subject real property:
See attached Exhibit "A" for Legal Description
2. Owner(s) of subject real property and percentage of owecrship. Now: Section 2-618 of the Code of the City of
!Miami requires disclosure of all parties having a financial interest, either direct or indirect, in the subject matter of a
presentation, request or petition to the City Commission. Accordingly, question 02 requires disclosure of
shareholders of corporations, beneficiaries of trusts, and/or any other interested parties, together with their addresses
and proportionate interest.
Miami Dade Community College Foundation, Inc. 95%
Stern Family Limited Partnership 5%
3. Legal description and street address of any real property (a) owned by any patty listed in answer to Question #2, and
(b) locates within 375 feet of the subject real property.
300 N.E. 2nd Avenue
P.B. 121, Page 1, New world Center, Tract A
I
If--
Owner of Attitey The Owner
STATE OF FLORIDA
COUNTY OF M1AMI-DARE
The foregoing instrument was acknowledged before me this 12 dayof 'Jul n
15 , by parmer (or agaat) on behalf of
a partnership. HdShe is�enoaaally Imovto me or who has
produced as identification ad who did (did not) take an oath.
A. JpI
My CoMmON I CC 71M
- o��s raY+.r u• aooe
Name: I
'
Notary PubliaS of Florida
Commission No.:
My Commission Eapimm
98- 7G2
EXHIBIT A
LEGAL DESCRIPTION:
Lots i ihrougn 8 inclusive, less the East i0. 00 feet thereof; tegethv w- :h
the South 46.5 feet of the North 100_feel of Lots 9 and 10; tagetrer w`.th
La t 14; together with Lots 15 and M 1ess the South i0.00 feet thereof;
together With Lot 17; together with Lots 18 through 20 inclusive, less tie
East 10.00 feet thereof, and also less the South i0.00 feet thereof of said
Lots i8 through 20, and also less a portion of said Lot 20, being more
particularly described as follows
Commence at the Scutneast corner of said Lot 20 thence North 2117'31' rest
along tie East boundary of said Lot 20 for MOO feet; thence South
81140'32' West along a I Ine 10.00 feet North of and parallel to the Soutti
boundary of said Lot 20 for 25.52 feet to the POINT OF BEGINNING; thence
continue along the last described course of 20.01 feet; thence North
411i6'26' Kest for t5.99 feet; thence North 65043'3411 East for 20.00 feet;
thence South 41116'26' East for 16.67 feet to the POINT OF BEGINNING.
Al I lying w i th i n Block 62N, A. L. KNOWLTON' S MAP OF MI AM I, accord',ng to the
plat thereof as recorded In Plat Book 'B' at Page 41 of the Pubic Aecores
of Dade County, Florlda.
98- 762
EXHIBIT B
LEGAL DESCRIPTION:
Lacs 1 through B Inclusive, less the East 10.00 feet thereof; togeth v w�?h
the South 46.5 feet of the North 100 feet of Lots S and 10;
together xIth Lots 15 and 16, less the South 10.00 feet thereof;
together with Lot 17; together With Lots 18 through 20 Incluslve, less the
East 1O.00 feet thereof, and also less the South MOO feet thereof of said
Lots !8 through 20, and also less a portion of said Lot 20, being more
parilcularly described as follows;
Cm ence at the Scutheast corner of Sala Lot 20 thence North 2117'311 nest
along the East boundary of said Lot 20 for 10.00 feet; thence South
87140'321 West along a fine tO.00 feet North of and parallel to the Soutn
boundary of said Lot 20 for 25.52 feet to the POINT OF BEGINNING; thence
contlnue along the last described course of 20,01 feet; thence North
411W26' Kest for 15.99 feet; thence North 85043'34' East for 20.00 feet;
thence South 4' 16' 26' East for 16.57 feet to the POINT OF BEG INN i NG.
Al I lying rt i th l n Block 62N, A. L. XNOWLTON' S HAP OF MI AM I, accord ; ng to the
plat thereof as recorded In Plat Book 'B` at Page 41 of the Pub i c Aecores
of Dade County, Florlda.
98- 762
M 1A NII-DADS COMVICNITY COLLEGE FOUNDATION, INC.
OFFICERS & BOARD M b=RS
` i 998-99
OFFICERS
cheirmwK
Mr. Andrew Blank (1"8)
President
Seaboud Warehouse Terminals, Ltd.
3455 N.W. 54th Street
Miami, FL 33142
Phone: 305 / 633-8587
Fax: 3051633-0924 / 633-9621
Irmmeltate Pasr Ckskman
*• Mr. Louis Wolfson III
President
Venture W. Corporation
2665 S. Bayshore Drive - Suite 202
Coconut Grove, FL 33133
Phone- 305 / 854-1440
Fax: 305 / 954.5622
Tremrer
Mr. Eduardo Cadean
Chief Fiscal Officer
M-DCC Foundation, Inc.
Wolfson Campus - District Administration
300 N.E. Second Avenue - Room 4102.7
Miami, FL 33132
Phone: 3051237-3248 / 237-3240
Fax: 303 / 237-3235
Vice Chairman
Mr. Ricardo Arlain (1998)
Sr. Vice President
International Trade Finance Division -Miami
NatiowS uik
100 S.lc- Second Street- 13th Floor
Miami, FL 33131
Phone: 305/533.2501 (t
305 / 232-0606 (I)
Fax: 305 / S33.2550
Presldw/ CPO
Ms. Sandra Gonzales -Levy
M-DCC Foundation, Inc.
Wolfson Campus - District Administration
3001`.E. Second Avenue - Room 4102-6
Miami, FL 33132
Phone: 305/237-7617 / 237-3242
Fax: 305 ! 237-3235 237-7501
Secretary
Mr. Fred Stanton (1998)
Attorney
Therrel Baisden ?.A.
3unT ust International Center
OAe S.E. Third Avenue - Suite 2400
Miami, FL 33131
Phone: 305 ! 371-5758
Fax: 305 / 371.3178
98- 762
M-DCC Fomtdation Board Mi at
Page 2 of 3
BOARD MXMB>rRS
Mr. Jack G. Admire (19")
Sullivan, Admire & Sullivan
Professional Association
2511 Poitce de Leon Blvd. - Suite 320
Coral Gables, FL 33134-6082
Phone: 305 / 444-6121
Fax: 305 / 444-5508
Ms. Judy (Sabel) »tldatti (1992)
President
Judy Sabel Auctions & Estate Specialist
Honer 3221 N.E. 165th Street
North Miami Beach, FL 33160
Phone: 305 / 948-9090
Fax: n/a
Mr, Robert Beatty (1999)
General Counsel - Florida
BellSouth Telecommunications, Inc.
150 West Flagler Street
Suite 1910 - Museum Tower Bldg,
Miami, FL 33130
Phone: 305 / 347-5330 / 347-S555 rdtrscr
Fax: 305 / 577-4491
Mr. Philip Blumberg (2000)
President & CEO
American Ventures Corporation
255 A:hatnbbra Circle - Suite 1100
Con[ Gables, FL 33134
Phone: 305 / 569-9500
Fax: 305 / 569-0800
*• Dr. Castall Bryant
Campus President
Miami -Dade Community Coltegc - North Campus
11380 N.W. 27th Avenue - Room 1322
Tiaras, FL 33167
Phone: 305 / 237-1153
Fax: 305 / 237-1899
Ms. Carolina Calderin (1999)
Chief Executive Officer
Pan American Hospital
5959 N.W. 7th Street
Miaau, FL 3 3126
Phone: 305 / 2654400
Fax: 305 / 265-6403
' Mr. Franz Capraro, C.P.A. (1998)
Gmu & Company, P.A,
11: N.E. First Street - 5th Floor
Miami, FL 33132-2501
Phone: 305 / 373.0123
1-800 1330-4728
Fax: 305 / 374-4415
Home: 2821 S.W. 126th Avenue
Davie, FL 33330
Phone: 9S4 / 723-0270
Fax: 9S4/ 723-0780
Mr. ftwk J. Cob* (2000)
Frank J. Cobo Associates
7700 N. Kendall Drive - Suite 515
Miami, FL 33156-7566
Phone: 305 / 596-4105 / 274-9855 (H)
Fax: 305 / 596.4106 / 274-9843 (H)
Mr. William Cullom (1999)
President
Greater Miami Chamber of Commerce
1601 Biscayne Boulevard
Miami FL 33131
Phone: 305 / 350-7700 ext. 427
Fax: 305 / 374-6902
* * Mr, Newall J. Daughtrey
Home: 2331 N.W. 140th Street
Opa Locka, FL 33054
Phone: 305/ 636-2345 / 689-9279 (n)
Fax: 305 / 633-0646
Beeper: 277.7196
Mr. Victor M. D1a2, Jr. (2000)
Podhurst Orseck Josefsb* Eaton
Meadow Olin & Perwia, P.a.
City :National Bank Building
25 West Flaglez Street - Suite 840
Miami, FL 33130-1780
Phone: 30S / 358.2800
Fax: 305 / 359.2382
Mr. Juan Galan, Jr. (1998)
355 Cocoplum Road
Coral Gables, FL 33143
Phone. 305 / 662-5780
Fax: 305 / 662-5780 (.) 099
98- 762
M DCC Fooadetiai Board Mrs -berg
Page 3 of 3
Mr. Gui L.P. Govaert (2998) Dr. Eduardo Padrda
Chauloan "' President of tine College
The Belgo Group Miami -Dade Community College
4100 North Miami Avenue Wolfson Campus - District Adninistration
MiurL, FL 33127 300 N.E. Second Avenue • Room 1440
Phone: 305 / 573-0794 Miami, FL 33132
FILX: 305 / 573.0797 Phone: 305 / 237-3316
Fax: 305 / 237-3109
Mrs. Fanny Haaono (260)
Vice President Mr. Carlos Plana (1999)
Ctufel, Inc. President
6900 N.W. 77th Court Taruiami Automotive Croup
Mikmu FL 33166 8250 S.W. 8th Strict
Phone: 305 / 592-2760 Miami, FL 33144.4212
Fax: 305 / S92.7543 Phone: 305 / 266-5500
Fax: 305 / 266.5604
t* Ms, :Barbara A. lbarra
Direirtor of Hun = Resources Mr. Henry R. Raattama, Jr. (1999)
Parrot Jungle & Gardens Akennaa, Senterfrt & Eidson, P.A.
11000 S.W. 57-1 Avenues SunTrust Intemadotw Center
Mimi, FL 33145 1 S.E. 3rd Avenue -18th Floor
Phone. 303 / 669-7027 Miami, FL 33131
Fax: 305 / 661-2230 Phone: 305 / 374.5600 / 982-5656 (OSnet)
Fax: 305 / 374.5095
• Mrs- Ruth Kaanwits (1948)
1136 Aduana Avenue
Mr. Julio G. RebA Jr. (1999)
Coral Crables, FL 33146
Vice President
Phone: 305 / 661-W82
MasTec Inc.
Fax: 305 / 661-W82
3155 N.W. 77th Avenue
Miami, FL 33122
Phone: 305 / 400-1990 (JGir - ds8-7277)
Mr. Hank Klein (1999)
Fax: 305 ; 406.1909
President
Codina Bush Kicit Oncor International
�r Artaren
Two Alhambra Punt - PH 13
Coral Gables, FL 33134
Ms. Abigail C. Watts-FitzGerald
Phone: 305 1520-2300
Steel Hector & Davis
Fax: 30S / 520-2350
First Union Financial Comet
200 South Biscayne Blvd. - Suite 4000
Miami, FL 33131-2398
Mr. Eduardo Maskrrer (1999)
Phone: 305 / 577.2916
Chairman and CEO
Fax: 305 / S 77.7001
HLmiltort Bank
37$0 N.W. 87th Avenue - 6th Floor
Miami, FL 33178
Phone: 305 / 717-5505
Ms. Rosemary Eichenberg
Fax: 305 / 717-5511
Adwinutmtive Assistwu
M-DCC Foundation
Wolfm Campus - District Administration
Note: Terms expire in December of each year
300 N.E. Second Avenue - Room 4102
Mom- 33132
! * 1 Memberthlp on Executive Committee
305 / 237.3242
J •tJ irxrotlfeio Members
Fax:
Fax: 3051237-323 5
R•Hnd WICU,usvnt,VISltl.GOM
C tW/!)�lii.Ll1FDN 10•If 9t
9 762
JEFFREY BERCOW
BEN J. FERNANDEZ
JANA K. MCDONALD
MICHAEL E. PADELL
June 15, 1998
LAW OFFICES
BERCQW & RADELL
PROFESSIONAL ASSOCIATION
FIRST UNION FINANCIAL CENTER, SUITE aSO
ZW SOUTH SiSCAYW BOULEVARD
MIAMI, FLORLPA 33131
DIRECT LINE: (305) 377-5235
VIA FACSIMILE (305)416-2035
Ms. Teresa Fernandez
Chief of Hearing Boards
City of Miami
444 SW 2id Avenue, 7" Floor
Miami, FL 33233-0708
Re_- Miami Dade Community College MUSP
Dear Ms. Fernandez:
TELEPHONE (305) 374-5300
FAX (305) 377-6222
Please be advised that Elaine Stem Paddor, David M. Stem, and Luis R. Stern are
the General Partners of the Stern Family Limited Partnership.
Sincerely,
(I
Ben Fernandez
BF:anj
9 8 - 762
ZONING FACT SHEET
Case Number: 1998-0103 15-Jun-98 Item No: 4
Location: 520 NE 2 Avenue
Legal: (Complete legal description on file with the Office of Hearing Boards)
Applicant: Miami Dade Comm. College Foundation
Ben Fernandez, Esquire
& the Stern Family Limited Partnership
200 Biscayne Blvd., #850
300 NE 2 Avenue
Miami, FL 33132-2297
Miami, FL 33131 '
App. Ph: (305) 377-6235
Rep. Ph: (305) 377-6235 ext
Rep. Fa (_) = ext
Zoning: CBD Central Business District
Request: Special Exception as part of a Major Use Special Permit for Miami Dade
Community College as listed in Ordinance No. 11000, as amended, the Zoning
Ordinance of the City of Miami, Article 4, Section 401, Schedule of District
Regulations, to permit a parking garage as a conditional principal use in the CBD
Central Business District.,
Recommendations:
Planning and Development: Approval with conditions
Public Works: No comments
Plat and Street Committee: N/A
Dade County Transportation: No comments
Enforcement History, If any C.E.B. Case No: N/A Last Hearing Date:
Found: N/A
Violation(s) Cited: N/A
Ticketing Action: N/A
Daily Fine: $0.00 Affidavit Non -Compliance Issued on:
Warning Letter sent on:
Total Fines to Date: $0.00 Lien Recorded on:
CEB Action:
History:
Analysis:
Zoning Board Resolution No: ZB 1998-0073
Zoning Board: Approval with conditions
Comply Order by:
Vote: 7-0
72
ANALYSIS FOR SPECIAL EXCEPTION AS A COMPONENT OF A
MAJOR USE SPECIAL PERMIT FOR
MIAMI-DARE COMMUNITY COLLEGE PARKING STRUCTURE
located at
520 NE 2°d Avenue
CASE NO. 1998-0103
Pursuant to Article 4, Section 401 of Ordinance 11000, as amended, the Zoning
Ordinance of the City of Miami, Florida, the subject proposal to has been reviewed for a
Special Exception as part of a Major Use Special Permit as follows:
Note: - This Special Exception encompasses a Class II Special Permit for
development within the CBD zoning district per Article 4, Section 401 of Ordinance
11000.
The following findings have been made:
• It is found that the proposed parking structure is going to be used for the Miami Dade
Community College.
• It is found that the project was heard by the Urban Development Review Board
(UDRB) at the hearing of April 8, 1998, and that the recommendation of the Board
was denial based on some deficiencies on the plans presented at that time; the
applicant has since corrected these on the revised application.
• It is found that the revised plans are much more pedestrian friendly by increasing (by
almost 100%) the ground floor pedestrian oriented space and uses.
• It is found that the proposed use is in scale and character with the surrounding area. It
is also found that at the present time, parking for the Miami Dade Community
College is very much needed.
• It is found that the proposed layout provides adequate spaced for parking and
circulation.
• It is found that the landscape plan included as part of this petition is adequate.
• It is found that this project will have no adverse impacts on the surrounding area.
Based on these findings, the Department of Planning and Development is
recommending approval as presented with the conditions which will be specified in
the Major Use Special Permit Development Order.
7
Miami Zoning Board
Resolution:_2B 1998-0073
Monday, June 15, 1998
Mr. Juvenal . Pina offered the following Resolution and move
its adoption
Resolution:
AFTER CONSIDERING THE FACTORS SET FORTH IN SECTION 1305 OF ORDINANCE NO. 11000,
AS AMENDED, THE ZONING BOARD RECOMMENDED APPROVAL TO THE CITY COMMISSION
OF A REQUEST FOR A SPECIAL EXCEPTION AS PART OF A MAJOR USE SPECIAL PERMIT FOR
MIA MI DADE COMMUNITY COLLEGE AS LISTED IN ORDINANCE NO. 11000, AS AMENDED, THE
ZONING ORDINANCE OF THE CITY OF MIAMI, ARTICLE 4, SECTION 401, SCHEDULE OF
DISTRICT REGULATIONS, TO PERMIT A PARKING GARAGE AS A CONDITIONAL PRINCIPAL
USE IN THE CBD CENTRAL BUSINESS DISTRICT FOR THE PROPERTY LOCATED AT 520 NE 2
AVENUE LEGALLY DESCRIBED AS A EXHIBIT 'WHEREBY ATTACHED; ZONED CBD CENTRAL
COMMERCIAL DISTRICT. THIS SPECIAL EXCEPTION WAS RECOMMENDED FOR APPROVAL
PER PLANS ON FILE WITH A TIME LIMITATION OF TWENTY-FOUR (24) MONTHS TO
COMMENCE CONSTRUCTION AND IT IS SUBJECT TO THE CONDITIONS FROM THE
DEPARTMENT OF PLANNING AND DEVELOPMENT AS SPECIFIED IN THE MAJOR USE SPECIAL
PERMIT DEVELOPMENT ORDER HEREBY ATTACHED.
Upon being seconded by Mr. Humberto J. Pellon,
the motion was passed and adopted by the following vote:
Mr. George Barket
Yes
Ms. Gloria M. Basila
Yes
Ms. Ileana Hemandez-Acosta
Away
Ms. Christine Morales
Yes
Mr. Osvaldo Moran-Ribeaux
Yes
Mr. Paris A. Obregon
Yes
Mr. Humberto J. Pellon
Yes
Mr. Juvenal Pina
Yes
AYE:
7
NAY:
0
ABSTENTIONS:
0
NO VOTES:
0
ABSENTS:
t
Ms. Fernandez: Motion carries 7-0
Teresita L. Fernandez, Chie
Office of Hearing Boards
Case No.: 1998-0103 Item Nbr: 4
9 8 - 762
EXHIBIT A
LEGAL DESCRIPTION:
Lots i througn 8 i nc l us ive, less the East i0. 00 feet tfier'eof; tegethe- k: Oh
the South 46.5 feet of the North 100 feet of Lots 9 and 10; toyetn.er w'th
at 14; together with Lots 15 and M 'ess the South :0.00 fee? thereof;
together with Lot 17; together with Lots t8 through 20 inclusive, less tie
East 10. 00 feet thereof, and also less the South 10. 00 feet thereof of sa i d
Lots i8 Zh^ough 20, and also less a portion of said Lot 20, being acre
particularly described as follows:
Connence at the Scutneast corner of said Lot 20 thence North 2117'31' 4est
along the East boundary of said Lot 20 for MCI) feet; thence South
87140'32' west along a Ilne MOO feet North of and parallel to the Scuth
boundary of said Lot 20 for 25.52 feet to the POINT OF BEGINNING; thence
continue along the last described course of 20.01 feet; thence North
40 W 26' west for 15.99 feet; thence North 85*43' 34' East for 20.00 feet;
thence South 4"16'26' East for 16.67 feet to the POINT OF BEGINNING.
All lying wlthin Block 62N, A.L. KNOMLTON'S MAP OF MIAMI, accord'ng to the
plat tr,ereof as recorded In Plat Book 'B' at Page 41 of the Publ:c Aecores
of Dade County, FI orrida.
98- 762
ATTACHMENT TO
RESOLUTION NO.
DATE:
MIAMI DADE COMMUNITY COLLEGE PARKING GARAGE PROJECT
MAJOR USE SPECIAL PERMIT
DEVELOPMENT ORDER
Let it be known that pursuant to Articles 13 and 17 of Ordinance
No. 11000, the Zoning Ordinance of the City of Miami, Florida, as
amended, the Commission of the City of Miami, Florida, has
considered in a public hearing, the issuance of a Major Use
Special Permit for the Miami Dade Community College Parking
Garage Project (hereinafter referred to as the "PROJECT") to be
located at approximately 520 NE 2nd Avenue, Miami, Florida; see
legal description on "Exhibit B", attached hereto and made a part
hereof; said legal description is subject to any dedications,
limitations, restrictions, reservations or easements of record.
After due consideration of the recommendations of the Planning
Advisory Board and after due consideration of the consistency of
this proposed development with the Miami Comprehensive
Neighborhood Plan, the City Commission has approved the PROJECT,
and subject to the following conditions approves the Major Use
Special Permit and hereby issues this Permit:
1 _ 98- 762
PROJECT DESCRIPTION:
The proposed Miami Dade Community College Parking Garage
Project is a parking garage structure, located at approximately
520 NE 2nd Avenue, Miami, Florida; ("PROJECT"). The PROJECT is
located on a gross lot area of approximately 145,812 square feet
of land_and a net lot area of approximately 110,965 square feet
of land (more specifically described on "Exhibit B", incorporated
herein by reference). The remainder of the PROJECT's VITAL DATA
is attached hereto as "EXHIBIT C11, and incorporated herein by
reference.
The proposed PROJECT will consist of no more than 24,400
square feet of college support space at the .ground floor and
2,271 parking spaces on 11 levels.
The Major Use Special Permit Application for the Miami Dade
Community College Parking Garage Project also encompasses the
following lower ranking Special Permits:
CLASS II SPECIAL PERMIT as per Article 4, Section 401 for
development within the CBD zoning district.
SPECIAL EXCEPTION as per Article 4, Section 401 for a
parking garage within the CBD zoning district.
Pursuant to Articles 13 and 17 of Zoning Ordinance 11000,
approval of the requested Major Use Special Permit shall be
considered sufficient for the subordinate permits and requested
referenced above.
2 -
98- 762
.The PROJECT shall be constructed substantially in accordance
with plans and design schematics on file prepared by Carr Smith
Corradino Architects, dated May 1, 1998; the landscape plan shall
be implemented substantially in accordance with plans and design
schematics on file prepared by Carr Smith Corradino Architects,
dated May 1, 1998; said design and landscape plans may be
permitted to be modified only to the extent necessary to comply
with the conditions for approval imposed herein; all
modifications shall be subject to the review and approval of the
Director of the Department of Planning and Development prior to
the issuance of any building permits.
The PROJECT conforms to the requirements of the CBD Zoning
District, as contained in Ordinance No. 11000, the Zoning
Ordinance of the City of Miami, Florida, as amended.
The existing comprehensive plan future land use designation
allows the proposed mix of commercial and residential uses.
THE APPLICANT, ITS SUCCESSORS, AND/OR ASSIGNS, JOINTLY OR
SEVERALLY, PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS, SHALL
COMPLY WITH THE FOLLOWING:
1. Meet all applicable building codes, land development
regulations, ordinances and other laws.
2. Provide a list of agencies from which approvals and/or
permits must be obtained prior to initiation of
- 3 -
98-- 762
development and the permit or approval required of
each.
3. Allow the Miami Police Department to conduct a security
survey, at the option of the Department, and to make
recommendations concerning security measures and
systems; further submit a report to the Department of
Planning and Development, prior to commencement of
construction, demonstrating how the Police Department
recommendations, if any, have been incorporated into
the PROJECT security and construction plans, or
demonstrate to the Planning Director why such
recommendations are impractical.
4. Provide a letter from the Department of Fire -Rescue
indicating APPLICANT'S coordination with members of the
Fire Plan Review Section at the Department of Fire -
Rescue in the review of the scope of the PROJECT, owner
responsibility, building development process and review
procedures, as well as specific requirements for fire
protection and life safety systems, exiting, vehicular
access and water supply.
5. Provide a letter of assurance from the Solid Waste
Department that the PROJECT has addressed all concerns
of the said Department.
6. Prepare a Minority Participation and Employment Plan to
be submitted to the City's Director of Minority and
Women Business Affairs for review and continents, with
the understanding that the City's Minority/Women
4 -
98- 762
Business Affairs and Procurement Ordinance No. 10538 is
a guide that the APPLICANT must use its best efforts to
follow.
7. Prepare a Minority Contractor/Subcontractor
Participation Plan to the City's Director of Minority
and Women Business Affairs for review and comment, with
the understanding that the City's Minority/Women
Business Affairs and Procurement Ordinance No. 10538 is
a guide that the APPLICANT must use its best efforts to
follow.
8. Record in the Public Records of Dade County, Florida, a
Declaration of Covenants and Restrictions providing
that the ownership, operation and maintenance of all
common areas and facilities will be by the property
owner or a mandatory property owner association in
perpetuity.
9. Record a certified copy of the development order with
the Clerk of the Dade County Circuit Court specifying
that the Development Order runs with the land and is
binding on the APPLICANT, its successors, and assigns,
jointly or severally.
10. Provide to the City that an executed, recordable unity
of title or covenant in -lieu of unity of title
agreement for the subject property; said agreement
shall be subject to the review and approval of the City
Attorney's Office.
- 5 -
98- 762
11. Provide the Public Works Department of the City of
Miami with plans for proposed sidewalk and swale area
- improvements for their review and approval prior to the
issuance of a building permit.
12. Provide the Department of Planning and Development with
a temporary parking plan which addresses construction
employee parking and temporary parking arrangements for
the construction period; said plan shall be subject to
the review and approval by the Department of Planning
and Development prior to the issuance of 'any building
permits.
13. A final landscape plan depicting specifications,
illumination and irrigation shall be submitted for
review and approval by the Planning Division prior to
the issuance of a landscape permit.
THE CITY SHALL:
Subject to payment of all applicable fees due,
establish the effective date of this Permit as being thirty
(30) days from the date of its issuance with the issuance
date constituting the commencement of the thirty (30) day
period to appeal from the provisions of the Permit.
The Miami Dade Community College Parking Garage Project,
proposed by the applicant, Ben Fernandez for the Miami Dade
Community College Foundation, Inc., ("APPLICANT"), complies with
the Miami Comprehensive Neighborhood Plan 1989-2000, is
consistent with the orderly development and goals of the City of
Miami, and complies with local land development regulations and
further, pursuant to Section 1703 of Zoning Ordinance No. 11000:
(1) the PROJECT will have a favorable impact on the economy
of the City; and
(2) the PROJECT will efficiently use public transportation
facilities; and
(3) the PROJECT will favorably affect the need for people
to find adequate parking reasonably accessible to their
destinations; and
(4) the PROJECT will efficiently use necessary public
facilities; and
(5) the PROJECT will not negatively impact the environment
and natural resources of the City; and
(6) the PROJECT will not adversely affect public safety;
and
(7) the public welfare will be served by the PROJECT; and
(8) any potentially adverse effects of the PROJECT will be
mitigated through conditions of this Major Use Special
Permit.
- 7 -
98- 762
The proposed development does not unreasonably interfere
with the achievement of the objectives of the adopted State Land
Development Plan applicable to the City of Miami.
Pursuant to Section 1305 of Zoning Ordinance No. 11000, the
specific site plan aspects of the PROJECT i.e., ingress and
egress, offstreet parking and loading, refuse and service areas,
signs and lighting, utilities, drainage and control of
potentially adverse effects generally have been considered and
will be further considered administratively during the process of
issuing individual building permits and certificates of
occupancy.
- 8 -
98- 7 '
ZONING BOARD ACTION FOR SPECIAL EXCEPTION
I move that the request on Agenda Item � " be (DENIED)
(GRANTED) in that the requirements of Article 16 (WERE) (WERE
NOT) satisfied by relevant evidence in the record of the public hearing.
(a) as stated in the City's findings of fact, or
(b) as demonstrated by the petitioner, or
(c) on the basis of the following:
The Zoning Board, in its decision to (GRANT) (DENY) the special
exception, shall make written findings that the applicable requirements of
this Zoning Ordinance, Section 2305, (HAVE) (HAVE NOT) been met.
(CIRCLE APPROPRIATE CONDITIONS)
1305.1 Ingress and Egress.
Due consideration shall be given to adequacy of ingress and egress to
the property and structure and uses thereon, with particular reference to
automotive and pedestrian safety and convenience, traffic flow and
control, and access in case of fire and emergency.
1305.2 Offstreet Parking and Loading.
Due consideration shall be given to offstreet parking and loading
facilities as related to adjacent streets, with particular reference to
automotive and pedestrian safety and convenience , internal traffic flow
and control, arrangement in relation to access in case of fire or other
\� emergency, and screening and landscaping.
1305.3 Refuse and Service Areas.
Due consideration shall be given to the location, scale, design, and
screening of refuse and service areas to the manner in which refuse is to
be stored; and to the manner and timing of refuse collection and deliveries,
shipments, or other service activities, as such matters relate to the location
and nature of uses on adjoining properties and to the location and
character of adjoining public ways.
1305.4 Signs and Lighting.
Due consideration shall be given to the number, size, character,
location, and orientation of proposed signs, and of proposed lighting for
signs and premises, with particular reference to traffic safety, glare, and
compatibility and harmony with adjoining and nearby property and the
character of the area.
98- 762
1305.5 Utilities.
Due consideration shall be given to utilities required, with particular
reference to availability and capacity of systems, location of connections,
and potentially adverse appearance or other adverse effects on adjoining
and nearby property and the character of the area.
1305.6 Drainage.
Due consideration shall be given for drainage, with particular reference
to effect on adjoining and nearby properties and on general drainage
systems in the area. Where major drainage volumes appear likely and
capacity of available systems is found marginal or inadequate,
consideration shall be given to possibilities for recharge of groundwater
supply on the property, temporary retention with gradual discharge, or
other remedial measures.
1305.7 Preservation of Natural Features.
Due consideration shall be given to provision for the preservation of
existing vegetation and geological features whenever possible.
1305.8 Control of Potentially Adverse Effects Generally.
In addition to consideration of detailed elements indicated above, as
appropriate to the particular class or kind of special permit and the
circumstances of the particular case, due consideration shall be given to
potentially adverse effects generally on adjoining and nearby properties,
the area, the neighborhood, or the City, of use or occupancy as proposed,
or its location, construction, design, character, scale or manner of
operation. Where such potentially adverse effects are found,
consideration shall be given to special remedial measures appropriate in
the particular circumstances of the case, including screening or buffering,
landscaping, control of manner or hours of operation, alteration of use of
such space, or such other measures as are required to assure that such
potential adverse effects will be eliminated or minimized to the maximum
extent reasonably feasible, and that the use of occupancy will be
compatible and harmonious with other development in the area to a
degree which will avoid substantial depreciation of the value of nearby
property.
1 //1 e--�
Signamr7,
Agenda Item
Lo -15- g
Date
98- 762
CITY OF MxAM
OFFICE OF HEARING BOARDS
APPLICATION FOR SPECIAL EXCEPTION
liairraar••atiaiifaiatilflttit!lft4aliftiaalitiailaittiilifiiatit!!litaiaatitirliriiitiraararrai
SECTION 2.653 OF THE CODE OF THE CITY OF MIAMI, FLORIDA, AS AMENDED, GENERALLY REQUIRES
A_N-Y PERSON WHO RECEIVES COMPENSATION, REMUNERATION OR EXPENSES FOR CONDUCTING
LOBBYING ACTIVITIES TO REGISTER AS A LOBBYIST WITH THE CITY CLERK, PRIOR TO ENGAGING IN
LOBBYING ACTIVITIES BEFORE CITY STAFF, BOARDS, COMMITTEES AND THE CITY COMMISSION. A
COPY OF SAID ORDINANCE IS AVAILABLE IN THE OFFICE OF THE CITY CLERK (MIAMI CITY HALL),
LOCATED AT 3500 PAN AMFRICAN DRIVE, MIAMI, FLORIDA, 33133.
tl*rrlrraraiilalal4la!!!!t!!il4tlti!!ftlit44aflttiftilflalitlf!!4!!if!!!at!!ilfiifllt4itil141ali
NOTE: THIS APPLICATION MUST BE TYPEWRrl"M AND SIGNED IN SLACK INX
Within the City generally, or within certain zoning districts, certain structures, uses, and/or occupancies
specified in this ordinance are of a nature requiring special and intensive review to determine whether
or not they should be permitted in specific locations, and if so, the special limitations, conditions, and
safeguards which should be applied as reasonably necessary promote the general purposes of this
Zoning Ordinance and, in particular, to protect adjoining properties and the neighborhood from
avoidable potentially adverse effects. It is further intended that the expertise and judgment of the
Zoning Board be exercised in making such determinations, in accordance with the rules, considerations
and limitations relating to Special Exceptions (see Article 16 of the Zoning Ordinance).
Formal public notice and hearing is mandatory for Special Exceptions. The Zoning Board shall be
solely responsible for determinations on applications for Special Exceptions except when otherwise
provided for in the City Code. All applications shall be referred to the Director of the Department
Planning and Development for his recommendations and the Director shall make any further referrals
required by these regulations.
Miami Dade Community College
Foundation, Inc & the Stern Family
1, Limi ted Partnership , hereby apply to the City of Miami Zoning Board for
approval of a Special Exception for the property located at "o 2-t-t- ar,�d,
- folio number `g_a_anbPc3�xh i,it, a__ Nature of Proposed Use (please be
specific): Parking -facility to serve Miami Dade Community College downtown
campus.
In support of this application, the following material is submitted.
I . Two original surveys of the property prepared by a State of Florida Registered Land Surveyor within one
year from the date of application.
2. Four copies -signed and sealed by a State of Florida Registered Architect or Engineer -of site plans showing
(as required) property boundaries, existing (if any) and proposed strvcture(s), parking, landscaping, etc.;
building elevations and dimensions and computations of tot area and building spacing.
98- 762
APPLICATION MATERIALS :ntinued)
I attach the following in support and explanation of the application:
1 3. Certified list of owners of real estate within a 375-fool radius from the outside boundaries of property
(attach form 6-83 to application).
J7 4. Maps of`tlie:
a) Existing zoning designation.
b) Adopted comprehensive plan designation for areas oil and around the property.
J1 S. Geneml location map showing relation to the site or activity to major streets, schools, existing Utilities,
shopping areas, important physical features in and adjoining the project, and the like.
7 6. Concept Plan
a) Site plan and relevant information per Section 1304.2.1d-h.
b) Relationships to surrounding existing and proposed futures uses and activities, systems and facilities,
per Section 1702.3.2a.
c) How concept affects existing zoning and adopted comprehensive plan principles and designations;
tibulatiuu of any required Variances, special permits, changes of 7Aning or exemptions, per Section
1s702.3.2b.
7 7. Developmental Impact Study (an application for development approval for a Development of Regional
Impact may substitute).
❑ 9. Other (be specific):
9; Fee of $ �g , 65D__, for the Major Use Special Permit, based on current fee schedule as set forth in
Chapter 62 of the Code of the City of Miami, as amended.
7 10. Additional fee of $_ ,for any required special permits, changes of zoning or variances set
forth in chapter 62 of the Codc of the City of Miami, as amended.
Total Fee. S
Signature
Name
Address Ben Fernandez, Esq. _
Phone/Fax Bercow & Radell, P.A.
Date 200 Biscayne Boulevard, #850
Mii!MLi, Ft 33131—
_ March 3. 1998
FINAL. API`ROVAL Or TITIS APPI.U'A YION FOR MAJOR CSC SPP.t:IAI. PIXMIT SHALL CONSIST OF AN I•.XK:U`l'l-;D RESOLUTION BY TI IL
MIAMI CITY COMMISSION ANn A DCVCLOPML•Nr ORuk:K AI-I'A(:IIr-D TIIERLT0 WIIIC'II SPLLII'u+t'rIIF CONDITIONS UNULiK wI1KC'11 nits
MAJOR I1SF SPVC IA1, mitmrr APPLICATION IS APPKOVE{L). IF APPROVCA BY T1lF C:I I'Y COMMISSION, SAID RT:SIn.c I -ION ANO
DEVCLui,mL.,4l ORIWK SHALL.. UPON CX1C:IMON rI{I!RE:OF. III: TRANSMITTrm TO 114F OWNER OR AUTtIORVItt) A0-NIAl I'HE
ADDRF.SS SPI'VIFIED ADOVC
pnge ' of 1.
9 8 - 762
EXHIBIT A
LEGAL DESCRIPTION:
Lots i ihrougn 8 inclusive, less the East 10.00 feet thereof; tegethe^ u,th
the South 46.5 feet of the North 100 feet of Lots 9 and M tocetrer w th
Lot 14; together wIth Lots 15 and M iess the South :0.00 feet thereof;
together Alth Lot 17; together with Lots 18 through 20 Inclusive, less tie
East i0.00 feet thereof, and also less the South 10.00 feet thereof of said
Lots 418 Zh^ough 20, and also less a portion of said Lot 20, being mere
particularly described as follows:
Commence at the Scutheast corner of sa I o Lot 20 thence North 2' i7' 31' 'Kest
along the East boundary of said Lot 20 for MOO feet; thence South
87140'32' Hest along a IIne M 00 feet North of and parallel to the Sout)
boundary of said Lot 20 for 25.52 feet to the POINT OF BEGINNING; thence
continue along the last described course of 20.01 feet; thence North
4' 16' 26' west for 15. 99 feet; thence North 85'43'34" East for 20,00 feet;
thence South 4' 16' 26' East for 16. 67 f eel to the PO I NT OF BEGINNING.
Al I lying w i th i n Block 62N, A. L. KNOWLTON' S MAP OF NI AM I, according to the
plat thereof as recorded in Plat Book 'B' at Page 41 of the Pubic Aecores
of Dade County, Florida.
98- 762
Exhibit B
Folio Numbers
01-0106-020-1010
01-0106-020-1020
01-0106-020-1030
01-0106-020-1040
01-0106-020-1050
01-0106-020-1060
q1-0106-020-1070
01-0106-020-1080
01-0106-020-1100
01-0106-020-1160
OFF
REC: 17694PE 1523.
�ECr
"is *ftm t pop" or'
i0neow Q. do vow
Outsnn+ 4 Del Vbi* PA
SM !boor do trim itM 4 OW
cord addek Flaw. no
Property Parcel Z.D. (Folio) No-s
01-01060-201-080, 01--01060-201-060,
01-01060-201-070, 01-01060-201-170,
47R288232 1997 JW 27 15:4
ODCSTPOEE 0.60 SURTX 0.4'
HMVEY RWINY CLERK DADE COUNTY. FL
01-01060-201-100,
01-01060-201--160
SPRCM WARRXti'1'Y DEED
THIS, INDENTURE, made the PS day of l��t; , 1997,
BETWEEN, THB DISTRICT BOARD OF T'RQSTB88 OF MIANI-ffiIDB COMK=TTY
COLLEGE, FLORIDA, a body corporate and a political subdivision of
the State of Florida, ( the "Grantor"), whose address is 300 N. E 2nd
Aveneie, Miami, FI 33132 and, THE MIA=-DADB t fZTY COLLEGE
FOUNDATION# INC., a Florida not -for -profit cdsporation, (the
Grantee"), whose address is 300 N.R 2nd Avenue, Miami, F1 33132.
(Whenever used herein# the terms "Grantor" and "Grantee"
include all the parties to this instrument and the heirs, legal
representatives and assigns of individuals and the successors and
assigns of any corporation.)
WITNESSBTH: That the Grantor, for and in consideration of the
Baum of Ten and N0/100, ($10.00) Dollars, and other good and
valuable considerations, paid to the Grantor in hind paid by the
Grantee, the receipt whereof is hereby acknowledged, has granted,
harguined and sold to the Grantee, and Grantee's successor* and
assigns forever, the following described land, situate, lying and
being in Dade County, Florida, to, -wit:
SHE RXHIBST "A" ATTACHED HERETO AND MWE A PART HEREOF
(the "Property")
SUBJECT TO:
1. Taxes for 1297 and subsequent years.
2. Zoning laws, ordinances and regulations.
3. Easements, restrictions, and limitations of record, if any,
without intent of reimposing same.
TOGETHER with all tenements, hereditaments, and appurtenances
hereto belonging or anywise appertaining and any other interest of
the Grantor in said Property.
TO HAVE AND TO BOLD, the same in fee siaple forever.
AND TSE GpAXTOR HEREBY COVENANTS WITH TRR MMNTEE THAT IT IS
LAWFULLY SEIZED OF SAID LAND IN FEE SIMPLE; THAT IT HAS GOOD RIGHT
AND LAWFUL AUTHORITY TO SELL AND CONVEY SAID LAND; THAT IT HEREBY
WARRANTS THE TITLE TO SAID LAND AND WILL DEPEND TER SAKE AGAINST
THE LAWFUL CLAIMS OF ALL $$RSONS CLAIMING BY TBRQUGB OR UNDER THE
GRANTOR.
98- 762
REC: f 7694PE 1524
IN WITNESS WASRZOP the Grantor has executed this instrument as
of the day and year above written.
Signed, sealed and delivered in
presence of:
k1 ?, zlt M
Print Name
IeL-.tt!j'a so r-�u
le-1 s&J s s oit; &L
Print Name
STATE OF FLORIDA i
COUNTY OF DADE )
GRANTOR:
TIM DISTRICT BOARD OF TRUSTEES QF
MIAMI-DADE COMMMITY COLLEGE,
FLORIDA, a bod corporate and a
political ou v ion of the State
Of Flor a
By:
i
Name J . TERENCE KELLY
Title: VICE PREMENT FOR ADMINISTRATION
The fEQN>6
go�q instrument was acknowledged before me this
day of � 1997 by J • TERENCE KELLY
an VICE P INISTRATION and on behalf o the Grantor, who
is zsona ly knc to me or who has produced
as identification and who
did not G&W- an oath and who executed such instrument for the
purposes therein stated.
My Commission Expires:
MOCC\MuWpW.buy\Q%WhW\*WV* W0#4
I
Comi,ssion No.
ORMAL GUMA NNW AGAN=
NOTARY RMUC STATX OF H.Ot
CCMM59W NO. CCA10W4
My COf►i1►lNam np. im V.)"d
98-- 762
a
REC. : 17694rc 1525
UNISIT A
Lots 6 and i, and the 6onth 46.3 feet of the north 100 feet off! Lots
9 and 10, Block 62, VOR", CITY oP NI11li2, acewding to the plat
thereof as recorded in Plat hook at Page 11 of the P ILa Records
of Dade County, flortdo.
Lot 7, block 62, N40!'1'lt, CITY M NIAJU according to the Plat tt,,ereof
as recorded in Plat Book at Page 41, of the Public Records of Dade
County, rlor14a, a
The Nest 33.112 feet of Lot 13, B3oak O t lose the douth. 14 test
thazoof, NORTH, CITY OF MIMI, according to the Plat thor t as
raoo ded LA Plat Beak 8, page 61, of the Public Roaords ag Dade
c:annty, Plosida.
This East 16 2/2 feet of Lot 13, and the West 16 213 foot of L't 16,
81ook 62, less the Routh 10 feet thereof, NORM CITY Ot 2AXI,
according to the plat thereof as recorded in Plat Book 8, P * 61,
of the Publio Records of Dade County# Plerida.
ooar:°r �"`o� soar
+cob vE,�r�p
HARWY RUWN
c"wa.wr cemor
98— 762
REU750MM
This Mornw,K Neves/ br.
+Wnoeb a 4to was
cum" s pa lhps. Pik.
== ftw. a Low IWL stew
C." "W% PIWW am
Property Parcel I.D. (Polio) No.s
01-01060-201-180
9"yPtO32733 1447 JAM 2; m2t
1:544.2p SW7X W35.15
FMRYFY INS Cl OAK C0WYs Ft
Y DlRD
THIS INDEUTUR$, made the _3 day of i-1�4, 19 1 '
BETWEEN, GREATER MIAMI HEBREW ACADS!!Y, a Florida t for profit
Corporation, as to an undivided 504 interest, whose address is 2400
Pine Tree Drive Miami, Beach, Florida 33140 and GREATER MIAKI
J8W188 FEDERATION, INC., a Florida not for profit corporation,
a/k/a GREATER MIAMI JEWISH FEDERATION as to an undivided 50%
interest, whose address is 4200 Biscayne Blvd, Miami, Florida
33137 (collectively the "Grantor") and, TEM DISTRICT ROMM OF
TRUSTEES OF KI, KI-DAD8 CMMXTY COLLNGS, 1rL =0A, a body corporate
and a political subdivision of the State of Florida, (the
"Grantee"), whose address is 300 N.$ 2nd Avenue, Miami, F1 33132.
(Whenever used herein, the terms "Grantor` and "Grantee"
include all the parties to this instrument and the heirs, legal
representatives and assigns of individuals and the successors and
assigns of any corporation.)
WITN888ET8: That the Grantor, for and in consideration of the
sum of Ten and No/100, ($10.00) Dollars, and other good and
valuable considerations, to the Grantor in hand paid by the
Grantee, the receipt whereof is hereby acknowledged, has granted,
bargained and sold to the Grantee, and Grantee's successors and
assigns forever, the following described land, situate, lying and
being in Dade County, Florida, to -wits
SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF
(the "Property")
SUBJECT TO:
1. Taxes for 199,2 and subsequent years.
2. Boning laws, ordinances and regulations.
3. Easements, restriotions, and limitations of record, if any,
without intent of reimposing same.
TO=THSR with all tenements, hered.itaments, and appurtenances
thereto belonging or anywise appertaining and any other interest of
the Grantor in said Property.
TO HAVE AND TO HOLD, the same in fee simple forever.
AND TEE GRANTOR HEREBY COV2NANTS WITH THE GRANTEE THAT IT IS
L)Lwr=y SEIZED OF SAID LAND IN FEE SIMPLE; TEAT IT BA8 GOOD RIGHT
AND XANM AUTHORITY TO SELL AND CONVEY SAID LAND; TEAT IT HEREBY
FULLY WARRANTS THE TITLE TO SAID LAND AND WILL DEPMW TSE SAME
AGAINST THE LAWFUL CLAINS OF ALL PERSONS WHONSOMR.
A
Orr
IN WIMNSS WEMRAOH the Grantor has executed this instrument as
of the day and year above written.
Signed, sealed and delivered in
presence oft
GRANTOR
GREATER MZAMI HEBMW ACADEMY, a
Florida of for profit corporation
Byt�
Names 14-� �Hs�t�►
Title t _ A T
GREATER MIAMI JWISR rEDBjUQf4
INC., a Florida not for pro
Plc�
By:
Title 4,Cf r•✓'t✓c. �-tr ff.ce�.`
STATE OF FLORIDA
COUNTY OF DADS
The foregoing instrument was acknowledged before me this 5
day o f - AiYv.4� , 19'1� by 6.I W'40*CM ' .r Hitl,�+��
as y of GREATER MIAKI HHBRSW
:.�:ADEMY, a Flor da not or prof t carparetioa on behalf of the
c-:poration who is Dersonall known to me or who haw produced
as deatiiication and who did
'not take an oath and who executed such instrument for the purposes
therein stated.
A
Not ry Publi , State of FICTIM
�i�ld/ ld. zFt'.1
PZ�nt NAM Of o ary
commission No. _& I
STATE OF FLORIDA
COUNTY OF DADH
The foregoing instrument was awledled before as this
.
any of ( , 19.M 1A°ffF✓ S'!t
an C .✓�.. �E�,�� o R8A R M JB�iISB
FEDERATION, INC., a Floridanot for profit corporation a/k/a/
G"ATER MIAxI iWISH FEDSRMON, on behalf of the corporation (rho
iw_ ers�onally known to me or who has produced
a• i.deAti.ficat on and
who did not take an oath and who executed such instrument for the
purposes therein stated.
My Covaission Expires:
Not PUBTlo, State of Florida
Print Wiairs— at -Notary
iomission 9
o� a JAW a IAM
CO/tpll M{IWER
cawwass
7� M� OOMMM. E7t1
Of ft Q
r--
REC.J.
ISTAxSIT " A1'
The West 33 1/3 feet of Lot 15, Block 62, lees the South
10 feet thereof, "NORTH CITY OF MIAKI" according to the
Plat thereof as recorded in Plat Book "B" at Page 41 of
the Public Records of Dade County, Florida.
j1=% A1L1f14.&gy\9W4)MUMkL"t-A
OF OaLIF CCOUNI�I i ryt� �s OQ]R
Awcow veac�n
HARVEY RUVIN
c'Aft ca4curcow.
8-- 70
Off.
REC.
EC17
9 7 R O 3 2 7 7 1 1997 JAN 24 13:39
.
nd. 698~0 We" ti:
• 4 ed VWW
s od *sk ►A
un 08MM do O.Mn It". OW OOt: PKE 6-M.20 BURTX 40481�p
G«a OANW, hoMa 33M HARVEY RUVINr CLERK DADS COUNTY+ iC
Property parcel I.D. `Folio] No.s
01-0106-201-080, 01- 1060-201-060, 01-01060-201-100
WAY =0
THIS IND>SNTURI, made the 7-S day of , 199?1
_ATW-hX14, BUZANNS 990CRXT AND WMr'AL" POPKIN, as CC-TTUateee of
-ha °"rust Created under the Last will and Testaseat of rRED 9.
=C?OET_ , deceased whose addresses are 375 Hibiscus Lane, Say Point,
'41
i euR,. P l 33137 and 1 yyk�Tow••
reepectively, and SUZANNE �SROCSST, an unrboarried wi ,
individually and as Personal Representative of the 2state of 1O'1tED
K. ENOCEET, deceased whose address is 37S Sibisous Lane, Say Point,
Klam-i, ?1 33137 (collectively the "Grantor') and, Ti DISTIUCT
dCtl" OP TRUBTESS Ot MIMI-DADS CONKomITY COLLScmf PIMMa, a body
corporate and a political subdivision of the State of ? avida, (the
whose address is 300 N.3 2nd Avenue, hiaisi, P1 33132.
whenever used herein, the terms "Grantor" and "Grantee"
* all the parts*i to this instrwnant and the bsirs, legal
'..P:40ontatives and assigns of individuals and the successors and
*$signs of any corporation.)
wITNESSSTUt That the Grantor, for and its consideration of the
suss of Ten and 140/100, ($10.00) Dollars, and other good and
valiabla considerations, to the Grantor in hand paid by the
Grantee, the receipt whereof is hereby acknowledged, has granted,
baxjained and sold to the Grantee, and Grantee's successors and
eae..gns forever, the following described land, situate, lying and
being in Dade County, Florida, to -wits
323 EXHIBIT "A" ATTACIED X%PXTO AND MADE A PART REPSOF
(the "Property")
SUBJECT TOO
I. Taxes for 1997 and subsequent years.
2. Zoning lava, ordinances and regulations.
3. Easements, restrictions, and limitations of record, if any,
without intent of reimposing same.
TOGNTMM with all tenements, h*rsditaments, and appurtenances
hareto belonging or anywise appertaining and any other interest of
the Grantor in said Property.
The Property is'trot the homestead of anyone of the Grantors,
it uoe■ not adjoin the hometead of anyone of the Grantorsl no
m*giber of anyone of the Grantors' families reside thersinl SUTAMI
SHOCRIT, resides at 575 Hibiscus Lane L,Hay Point, Miami, PI 33137
and MAA]C ALM POPX11 resides at IgIC =°wA& EWtQA<-,f=
k n AW . gC A 3.oc-14 .
TO XAVS AND TC SOLD, the same in fee simple forever.
ARID THE GRUTORB RBRSSY COVIUMS WITH THIS flR31iPi' B TUT THEY
AR$ I,AWIVLLy SEISED Or BALD WD 2>1 722 SIMLB; THAT TRi1 UVE OOOD
AYGIRT AND LAWFUL AUTHORITY TO BILL AND COIMT SAID LiMI TXAT THXY
xBRSSY FULLY WAARA14T THE TITLE TO 6ATD LAND AND WILL DIFUND TEE
SM—B AGAINST THE LAWFUL CLAIMS OF ALL PsRSONS WOOKBOSM-
98- 762 A
of
EWW
IN MX8S NB$REOr the Grantors have executed this instrument
as of the day and year above written.
Signed, sealed and delivered in
presence ofr
E 880CR , as Co -Trustee of
the Trust created under the Last
Will and Testament of rRaD 1.
SHOCRIT, deceased
',*J*er J 1.V*3b*&AW,
Representative of the Estate of�lrAR0
X. BROCUT, deceased
the Trust created under
Will and Testament of
8$0CBET, deceased
'r-a z y TA RZ'j
Pr nt Sams
Pri7nt NaMs
of
the Last
"ED x .
trmcrr�i��i�- •
ETATi OF fl� )
as oohs regoi�ng instrument was acknowl edg belors m• this 'Z
Y , 1:9 7 by SO'Co
Trusts* a rue create under tfi"a Last Will and Testament of
FRED I. SHOCURT deceased Who is personally known to sou or who has
prodnaed 9 y?]w" &:X-5 , uce•✓ as identification
and who did not farce an Oath and she executed such instrument for
the purposes therein stated. .-7 A
KY Commission Expireso
Commission so.
u� 3i.9-�JA-
U , , , - ♦ . ... ..
arF. M" } REe.
IN WITNESS WHEREOF the Grantors have executed this instrument
as of the day and year above written.
Bigned, sealed and delivered
presence of:
A
in
(SUSW97 SHOCH , as Co -Trustee of
the Trust crahted under the Laet
Will and Testament of FRED K.
SHOCEiET, deceased
Pe tie 26
Print Name
LURARM SHOCUST, an unremarr ed
idoor individual and as personal
spresentative of the Estate of FRED
. SHOCSET, deceased
MARX ALAN POPKINt as Cc -Trustee of
the Trust created under the Last
Will and Testament of FRED K.
SHOCSMT, deceased
Print Name
Print Name
STATE OF E*I+ORICA
COUNTY OF DADE
The fpregoin instrument was acknowledged before me this �3fO-
day of an , 1991 by SUZANNE SHOMT, as Co -
Trustee of the Truce created under the Last Will and Testament of
FRZD K. SHOCHET" deceased o is personally known to me or who has
produced W'c.� :$ da 'LI)A- - as identification
and who d� not take an th and she execut�uch instrument for
the purposes therein stated.
My Commission Expires: 1
N_ot4k3f P g,�, S hats o ors a
L'1
Print ltaw of Motaw
Commie•ion No. 3t2G3Lt
....-«rt.wm Aky
raQ�r•.' ..,1:suc5'inn.c: .dtmn 9 8 —
51GN
OF. r���
REC.1(tJ�7F
STATR OF FLORZDA )
COUNTY OP 0J%D3 1
The f9zegoinq instrument was acknowledged before as this r
day of an
n6Q4A 199 by sUz its sadCliET, an
unxemarried w� ow d v dua ly and as Personal Representative of
the Estate of FRED x. SHoCEtT:weasased who is personally known to
me or who has produced W �LPQLA0- as
identitioation and who did hot take an oatsand she executed such
instrument for the purposes therein stated.
my Commission Expires&
q I le J.,V
or
LLJXNcswcWNInt acme of loot ry
NC: �.r' • : � iBuc STATE ��aion NO. C 3J 2q3`1
roN IXF, SEPT 6.;.
aTATB OF you f s Mir-
�orr,5t
The fore oing instrument was acknowledged bsfors sae this 2-214
day of 199 by MAU l►Lua POpItiH, as�.o
Trustee o t e Trust ed under t Last Will and Testament of
FRED X. 8H CBET, deceased who is personally known to me or who has
produced i k6MCIS ,ems as identification
and who did not take an oa anexecuted-Such instrument for
the purposes therein stated. .-1 -7
My Coaaaiss ion Expires s
I 2�2(
Commission No.
0
SuZa.nv.. fLIa/ r•
MDOO�Mulupl•.Luy�M+eeM+st\WarcMty.Owd
V V 762
3
OFF.;
t'[
nr
i
R
Tots 6 and 8, and the South 46.5 feet of the forth 100
feet of Lots 9 and 10, Block 62, "NORTH CITY 0I'MAK10
according to the plat thereof as recorded iri Plat Hook
-'H" at Pave 41 o! the Public Records of Dade County,
llorida.
mec\koltipw A47\OAwhea.0"Namutbil'a
IWCOiO+4i WO k iltFCClRIi qOr
�
r MWY RUVIN
ems" 6-eurr eawr
0
ss- 7z
f ua 409mme +e omp.red by -
WNW" e " ft"
to arm a CW V84% P,A.
slit Paw do we ShiL Nw
owd o.Mw,►krws 3=4
Property Parcel I.D.
01-01060-201-070
(Folio) No-s
97RO32701 1997 JAN 24 15:17
00CSTM 2.475.00 SIRTX 1,856.25
NARVFI► RWIN, CLERK CADE CMMTY, Ft
19ARRAWTt nSSD17
THIS INDENTURE, made the �_ day of , 199 ,
BETWEEN, ROBERT P. SULLOCX, a married man, whose ress is 1313
Blair Drive, Mesquite, Texas 75150 (the "Grantor") and, THE
DISTRICT BOARD OF TRUSTEES OF MIAK-DADS C0109=ITY COLLEGE,
FLORIDA, a body corporate and a political subdivision of the State
of Florida, (the "Grantee"), whose address is 300 N.E 2nd Avenue,
Miami, F1 33132.
(Whenever used herein, the terms "Grantor" and "Grantee"
include all the parties to this instrument and the heirs, legal
representatives and assigns of individuals and the successors and
assigns of any corporation.)
WITN88SETH: That the Grantor, for and in consideration of the
sum of Ten and No/100, ($10.00) Dollars, and other good and
valuable considerations, to the Grantor in hand paid by the
Grantee, the receipt whereof is hereby acknowledged, has granted,
bargained and sold to the Grantee, and Grantee's successors and
assigns forever, the following described land, situate, lying and
being in Dade County, Florida, to -wit:
BEE EXHIBIT "A" ATTACHED E$RETO AND MADE A PART HEREOF
(the "Property")
SUBJECT TOs
1. Taxes for 19-A- and subsequent years.
2. Zoning laws, ordinances and regulations.
3. Easements, restrictions, and limitations of record, if any,
without.intent of reimposing same.
TOGETHER with all tenea:eAts, hereditaments, and appurtenances
thereto belonging or anywise appertaining and any other interest of
the Grantor in said Property.
The Property is not the homestead of the Grantor, it does not
adjoin the homestead of the Grantors no member of the Grantor's
family resides therein; Grantor resides at 1313 Blair Drive,
Mesquite, Texas 75150.
TO HAVE AM TO HOLD, the same in fee simple forever.
AND THE GRANTOR HEREBY COVENANTS WITH THE GRANTEE THAT HE IS
LAWFULLY SEIZED OF SAID LAND IN FEE SIMPLE; TEAT HE HAS GOOD RIGHT
AND LAWFUL AUTHORITY TO SELL AND CONVEY SAID LAND; THAT BE eL►REBY
FULLY WARRANTS THE TITLE TO SAID LAND AND WILL DEFEND THE SAME
AGAINST THE LAWFUL CLAIMS OF ALL PERSONS WHOMSOEVER.
IN WITNESS MREOF the Grantor has executed this instrument as
of the day and year above written.
Signed, sealed and delivered in
p/r�esence of s
A -
Ada at&
c Ae a M_ _ B U LL.a _
RO ERT P . SuLlowk, i married man
98- "76
AECIM&IMW
STATE OF TEXAS y
COUNTY O1* DALLAS ) (f
_ The foregoing instrument was acknowledged before me this
day of 19 b ROBERT P. BULLOCK, a
married man who erwaal own o me or who has produced
as dentilication and who
ifd not to a an oat and he executed such instrument for the
p:zposee therein stated.
My Commission Ex Tres=
-a
1�i SMAMM F�KEw7
• �• STATE 0! MUS
;,•�' C". EV. 5-27-97
u�magCp
I�AL1Cf:�MufCOM.puy�sUU.001000G'�WErtrNy.Ow
-ryas
Priest Name of N (Y,r01
Coomission No.
9s- 762
Lot 7, Block 62, "NORTR CM OF MIAMI" according to the
Plat thereof as recorded in Plat Book "B" at page 41 of
the Public Records of Dade county, Florida.
sw=%ftlttpto.sarlsalieot.aeo ti►it.J►
fi,60061m IN , � 41"m
AsMHO��ViN
10. * e,-car Cow
762
OFF. L�2
TMa row�nt p►+p�►�d by: Af C-
Vn"s a es va"
Ou1rUO i Od Y6014 PA.
an Paw M LNe NM. #W
Cowl20M Piplda 3=4
Property Parcel I.D. (Folio) No.
01-01060-201-170
1Q111RAM DEED
9 7 R O 3 2 6 7 2 1997 JAN 24 15.13
DMTPM 1.800.00 SURTX 1t3S0.00
NMVEY NNIN, CLEM DAK COUNTY, FL
THIS INDRIKCRZ, made the Z="`R day of J044ar , 1997,
9EIVEEN, SERI KIM, an unremarr'e� widow, and Sind -ON KRISTIN XIM,
a married woman whose addresses are 555 N.N 34th Street, #511,
riami, Florida 33137 and 257 Central Park West, # 10-C, Now York,
Now York 10024, respectively (collectively the "Grantor") and, THE
DISTRICT BOARD OF TRUST94S OF MIANI-DADS COMITY COLLEGE,
FLORIDA, a body corporate and a political subdivieion of the State
of Florida, (the "Grantee"), whose address is 300 H.E 2nd Avenue,
Miami, F1 33132.
(Whenever used herein, the terms "Grantor" and -Grantee"
4n(:-lude all the parties to this instrument and the heirs, legal
representatives and assigns of individuals and the successors and
sgaigne of any corporation.)
WITNERSETH: That the Grantor, for and in consideration of the
eum of Ten and No/100, ($10.00) Dollars, and other good and
valuable considerations, to the Grantor in hand paid by the
Grantee, the receipt whereof is hereby acknowledged, has granted,
bargained and sold to the Grantee, and Grantee's sucaessor.e and
aeaigns forever, the following described land, situate, lying and
being in Dade County, Florida, to -wit:.
SEE EXHIBIT "A" ATTACRXD HERETO AND MADE A PART VEREOF
(the "Property")
SUBJECT TOs
1. Taxes for 1997 and subsequent years.
2. Zoning laws, ordinances and regulations.
3. Basements, restrictions, and limitations of record, if any,
without intent of reimposing same.
TOGETHXR with all tenements, hereditaments, and appurtenances
thereto belonging or anywise appertaining and any other interest of
the Grantor in said Property.
The Property is not the homestead of anyone of the Grantors,
it, does not adjoin the homestead of anyone of the Grantors; no
member of anyone of the Grantors' families resides therein;
;-cntore currently reside at 555 N.E 34th Street, #Sll, Miami,
Florida 33137 and 257 Central Park West, # 10-C, New York, New York
10024, respectively
TO HAVE AND TO HOLD, the same in fee simple forever.
AND THE GRANTOR HEREBY COVENANTS WITH THS GR11NT22 THAT THEY
ARE LAWFULLY SEIZED OF SAID LAND IN PRE SIMPLE; THAT THEY HAVE GOOD
RIGHT AND LAWFUL AUTHORITY TO SELL AND CONVEY SAID LAND; THAT THEY
EEREBY VULLY WARRANTS TIM TITLE TO SAID LAND AND KILL DEFEND THE
SA-mn AGAINST THE LAWFUL CWXS OF ALL PERSONS WHOMSOEVRR.
ply ConLi.ssion Expires:
eEc:�.i'
IN WITNESS wHmor the Grantors have executed this instrument
as of the day and year above written.
Signed, sealed and delivered in
presence of:
Print Name
TQAauo Z422;
FrinV Naze
�11.Nl.� Ctt54tNb►Ks
Print Name
C14A
��laN
Pr nt man&
STATE OP FL0RIDA
COMMY OF WWR
i
MI KIN, an unr�emarried widow
SUN I(RZ IP IM, a marri
woman
The Uoregoing instrument was acknowledged before me this z 1,4
day of 4 q , 1997 by SERI KIM, an unremarr ed
widow, who is known to me or who has produced
=onally
I u as identification and she
dJ'3 not take an oath and she executed such instrument for the
purposes therein stated. Q
J . J a C..aLt.L
Notary Public, State of Florida
Print Name o Notary
C -
�,pRY h(Io(i IMACIO O Oft VA A
STATE OF NEW YORK COMM" mums"
BOROUGH OF MANHATTAN) FA~ � < CC348417
Ole
The fore oing instrument was j
Of this " {l1
day of , 1997 by SUNG -UN KRISTIN KIN, a
married wox►an, who Sk1personally known to me or who has produced
" a-s- oa *o OdN[' as identification and she
dial not to �— o�h and ahe sxecuted such instrument for the
purposes therein stated.
My Commission Expires:
C
Commission ltc:"
3
MDCC1MWdP*bwy%MM4 M\N1Mt 0n
2
48 762
REt
W1750&
The Last 16 2/3 feet of Lot 15 and the test 16 2/3 fast,
of Lot 16, Block 62, less the South 10 feet thereof,
"NORTH CITY OF MIAMlu according to the Plat thereof as
reoorded in Plat Book "B" at Page 41 of the Public
Records of Dade County, Florida.
"axu..�es�a..s.>>ss..s,.�arassss.a
vC0*DW wit AEC0ftf mxw
ns DAM ca wrr. F a wtj,
Wav •ei"
HARVEY RUVIN
M"K comorcomr
98- 762
I craw curttr aA Tits MICAGPWWAe
flpANIX. " "s Y)CWIUXD IN TNn 1191" CWASN dr 110iwIts. J04MR
TNl ►uffaaA► le ►IMESSES USED FOR WIMWILMNO WSJ ACCt1t/tUNID lk'A
WMER ANO ON rKWIta NBCµ YtrtT Twt tttt:t MACOMEe 11"nStINNI ri TK
fIfAit4Nt STArrOARO! INsrTYUTE iGs ►uN FRtENflJ T YTCTfe►NOTWNtG
T lets .._
ICN(: tV _? 1j COukft_iou$E TOWER I � '
�rf Yl 1FtlY'ED� LOCATION _ Cxx" OPPAM�+
Dew>'r txtat. OMIT cow
-,Yi+d,'. fr .Jtt: •rt ���.tit+.riti';t .
Thts inat rwWi t prapsrad :V i " 0, I FAMTI'
pa6urn tot Leraro J. fair, ass- t!
picharde 6 am 93R040239 IM .Wt 21t 1114M.
2665 south lrsyahoce Orlw - ., r•
ftothouge 2-4 ..
xiaai, T%oriO4 3)133
Grant*ro, Ttlta, OGCiivm a. do SURTZ
Polio Not al"O1tT6-a20-1160
: NAR4 T Wool CLErx WK cOtii(fY+sf!
TRIS QUIT -CLAIM DSBD, isueautad this 30 day of January. IOU, by the '
railowiug Grantors, (1) DAVID MICHAM, 9TE2;1_I oa Truntse at the ftM WcAasi
Stern Revoeltble Living Trust; aw VepebAarjas of w? ht4 an DAVID STZUj,OF>ik f ..
STE RN, RON STERN, ADAM A. STERN. SHIZA STERN and TAMAR Z. STEM (the
"David Stern Group"), as joint tonants with frights of ourvivioeshlp, inter am, as to k�
an undivided one-third (113) interests in th* Wllowing real property; (2) LOUIS
ROBERT STERN. as Trustee of the Louis Robert Stern Revocable Living Trust. 41e
beneficiaries of which are 1,ouiS SORMT STERN, FRA=SICA STERN, HANNA ,
STERN and RAPHAEL E. STERN (the "taula Stern Group"). as joint tsgeats with
rights of curvivorahip. Inter no, as to as undivided one-third (113) into, sIt, in the �.
following real property; and (3_) FLAINB PADDOR, as Trustee of the 86Line Paddor q
Revocobl* GlvtnR Trust, the beneficiaries of which are h'i.AINX PADDOR, LYNN y
PADDOR, ANDREW J. GEIST. JEFFREY D. GEIST and PAUL B, PADDOR tthe"Paddor
Group"). as joint tapantu with rights of eurv'.vorship, lateso, as to an unldivided
are- thlyd (1 /3) interest. In the following real property; the David Stern Group, the ,'t
Lout. Stern Group anti the reddar Group each being tanants in comolon as to one
another (horvInaftvr colt ctivoly referred to as Firalt Forty) to the STUN FAMILY
LTMITED PARTNERSHIP, a Florida liatited partnership (hereinaRor referred to as
Second Party I.
whose post uffice address is 590 West Flagler Street. Miami, FL 33130, second party:
(Wj%at•nrer used haralO ttu earn» "its■t party" and '*second party"
snail include s&nqulat Ghd oturaL, 4eLts, legal ropteeentatIves, and
assigns of individwata. and Lh♦ ouccesoors and asslons of
corpoe.tl.ona vheravor than ront,ont so •chits or require.)
wn'NESSET1I. That the said fittest party, for and In consideration of the sum of
Tau (S10.00) Dollotw. in [%and paid by the said second Party, the receipt wkwreof is
hereby at ..uowledged, does hereby- tv.mise, release and quit -claim unto the said
second party forever, fill the right, title. Interest, claim unit demand which the said
first party has in and to the following described int, piece or parcel of land. situate,
lying; and being in the County of Dodo. State of F2orldp, to wit:
r.U'A imcl:vtdud tntCw:t ill
Lot 11. Block 6YN, C1'f1' OF MIAMI, according to the plot rhrreof, as
rcoir ed In brat I)uuk 14. at page 41, or the Public Records of Dade
County, Fturidn, a/k/H 127 N.E. 5 Street, AAumi, Florid*.
'rU IIAVE AND TO HOLD, 111e aurae togi,thor t+tth all and singular the
srpt%rtuunllCeS 1he:•t+t,ntu bclon4rmg or in anywise appertaining, and all the e-StAte.
n lit, title, 2►1f,•ri.e, 111•11, equity and t•;uitn whatsoavcror :hcsaid first party, either
in taw or e.ttnty. to the only p:-clivr us4, benefit wid I)ctwuf of the -%mid second party
forever.
98 762
'TWWM Cl*ttrl' 1 v cr s TW wi!'1011�
t!a.~ AIM WAS VICIOFiU98 IN TUI I14KAR CoMf lttw a. AA11i't+W
nK rlW4410AMC ►R=$$93 USte Fall 11IC:Rt1FILUtIq WRILA=WKISM Ta •
!/Awl Am* oN Yicwn.M 61IC.M rtt's Tut Rtco&mWo fl(Wi(twW OF TW
ICAN MATIO" STAPAUDS IMSTEILUE FOX /t/I"MWTr-MIS ifIGIOMIOTOORYM(C
( tCOS.
d.—COURTHOUSE TOWER
Tt MICR iLMCO LOCATIoO cAtl(Ra an"Tok
DOU" CLUA. CI CUI? =X1
err• 15T93PtT0'lTZ' Tlilr inrtsegrrnt gLepeCed by* Ifr. „�e�.��+,F^� :;;:,;,`• ,
Return tog Lra:aro J. nut, a*%.
Richasse 6 stun:
26a6 South aarehore Drive
Isenthou" 2-R
uimi., tlorlde 33133
Grantors' TIMar
!alto was 01-0106-02C�I1ti0
IN WITNZSS MfHY.RWPI the Bald first party has slglsed'=4 sealed these
prosenta as of the day and year first written above.
Signed. sealed and detivnred
In the prea:eave of :
Gw 1c.
Print.
i
Pri.4•w r-Ae. L i R _
_ Lt
Print119,0e t r,�11
.r
L{
Prinff TiAlt�•--G�r,.�Fi
DAVID MICHAEL STERN
5" west Plaglor Strout
Miami, FT, 33130
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590 Wedt'•f r Strut
k - mi. FL 33130
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STATE Of FLORIDA
SS:
C01INTt' OF DAVE
Tho fur.•I;nii.g in,trumunt !-i McknuiAlediKvd lkfore aw this Of
DEi.f?r113£ii 1992, by All of the sbovo Grantors, who ,
idetl • if is Also l and %4 ho did rv)l taka an oath - p`'
1'ri n t • wAQ (j,�L �J�t1/1 i �
H1• Currimi%y;tjn Expirvti:.. Nctain, Publlo O
9$ 76,E
LAW OFFICES
BERCOW & RADELL
PROFESSIONAL ASSOCIATION
FIRST UNION FINANCIAL CENTER, SUITE 8S0
200 SOUTH BISCAYNE SOULEYARO
MIAMI, FLORIDA 33131
JEFFREY BERCOW
BEN J. FERNANDEZ
JANA K. MCDONALD
MICHAEL E. RADELL
June 2, 1998
VIA FACSIMILE
Ms. Teresa Fernandez
Chief of Hearing Boards
City of Miami
.444 SW 2"d Avenue, 7 h Floor
Miami, FL 33233-0708
DIRECT LINE: (305) 377-6230
lie- Miami Dade Community College MUSP
Dear Ms. Fernandez:
TELEPHONE (305) 374-5300
FAX (305) 377-6222
This is to confirm that our law firm represents David M-1 . Stern and Luis R. Stern
for purposes of the MUSP application filed with the City of Miami.
Sincerely,
4enmande2
1
BF:cg
U 8 r f 6
Angela George
! LFIQ] C I T Y O F M I A M I
ARPS PROPERTY SYSTEM
LIEN INQUIRY BY FOLIO / ADDRESS (15) PAGE NO: !0001]
FOLIO
[010602010201 FOLIO CANCELLED
ADDRESS
[ 5201 [NE] [2
] [AV
j UNIT [ ]
LEGAL:
1) MIAMI NORTH PB B-41
4)
LOT SIZE 50.000 X 90
2) S50FT LOTS 1 & 2 LESS E10FT
5)
OR 16502-4029 0894 3
3) BLK 62
LIEN
NO TYPE STATUS DATE
COMP /
ACCTNO FRONTAGE COST/AMT DUE
SELECT ACTION:
1-INQ
NO MORE RECORDS
Window ARPSWIN/1 at PRODUCTION
Date: 6/12/98 Time: 10:53:23AM
ENTER ACTION [1 ]
XMIT [ ]
9 6 Pg=1 FORM RCV LTAI
98 - 762
CORRADINO
CARR SMITH CORRADINO
MIAMI-DADE COMMUNITY COLLEGE
WOLFSON CAMPUS
PARKING GARAGE
MAJOR USE SPECIAL PERMIT
TABLE OF CONTENTS
I. PROJECT INFORMATION
A. Application for a Major Use Special Permit
B. Application for Special Exception
C. Ownership Affidavit
D. Directory of Project Principals
E. Project Data Sheet
F. City of Miami Zoning Atlas Map
II. PROJECT DESCRIPTION
A. Zoning Ordinance No. 11000
1. Section 1304.2.1 Application Forms; Supplementary Materials
2. Section 1702.2.1 General Report
3. Section 1702.2.2 Major Use Special Permit Concept Plan
4. Section 1702.2.3 Developmental Impact Study
III. SUPPORTING DOCUMENTS
Tab 1 Minority Construction Employment Plan
Tab 2 Traffic Impact Analysis
Tab 3 Site Utility Analysis
Tab 4 Economic Impact Study
Tab 5 Survey of Property
Tab 6 Drawings Submitted
98- 762
MIAMI-DADE COMMUNITY COLLEGE
WOLFSON CAMPUS
PARKING GARAGE
MAJOR USE SPECIAL PERMIT
PROJECT INFORMATION
ARTICLE I.
A.
Application for a Major Use Special Permit
B.
Application for Special Exception
C.
Ownership Affidavit
D.
Directory of Project Principals
E.
Project Data Sheet
F. City of Miami Zoning Atlas Map
98- 762
SI NI' ICY (0V ITAN hE:V/.Still "I' -MG11: :) 1 98 : 1 : 81'11 : C I TY N' M I1 X.N1 I • ; 05377G:)'" 3
CI i V OF MIAMI
DI'PA RTMLN"I' OF I"LANNING AND UE;VELOPMEN'I'
APPLICATION FOR
MAJOR USE SPECIAL PERMIT
I I' IS INTENDED THAT MAJOR 11SE SPECIAL PFRMI'I:S HH REQUIRED WHERE SPECIFIED USER ANDAIR OCCUPANCIES INVOLVE MATTERS
DEEMED TO BE OF CITYWIL)E OK AKE'A-WIDE IMPORTANCE.
mF. CITY COMMISSION STIALL BT_ SOLFLY Rh:SI'C)NSIHI.F' FOR nF rF.RMINA'riON1S ON APPLICATIONS TCIR MAJOR IMF crFc.ant PFttMrrs.
(SEE ARTICLE 17 OF ORDINAW-A..- 11000, ASAMENDED. 7HE ZONING ORDINANCE OF 777E CITYOF MIAMI, H7 UKIpA.)
ITIF. CITY COMMISSION SHALL REFER ALI. APPLICATTONS FOR MAJOK USE' SI'E'CIAL 1'ERmrrs TO TII[ PLANNING: AT)VISOKY ►iOARO AND
CO THE DIRECTOR Or THE DEPARTMENT OF PLANNING ANO DEVELOPMENTFUR RECOMMCNDATTONS, AND MAY MAKI-- KYFEKKAL5 -1'0
AGENCIES, BODIES, OR OF'YIC:FX-S. WTHFA THROUGII.1lIE DCPARTME24T OF PLANNING AND DLVIa OPMVN'r OR DIRECTLY. FOR REVIEW.
ANAT.VSIS ANIVOR TECHNICAL FINDINGS AND DETERMINATIONS ANT) RF.I'OR IS I Ht,KHON. (SEE SECTION 1301 5 OFORDINANCE 11(MO, AS
AA4ENI)CD, THE ZONING ORDINANCE OF THE CITY OF MYAQ, FTORIDA)
SECTION 2-653 OF 'IHU CODE OF THE CITY OF MIAMI, FLORIDA, AS AMFNUF.I), GF.NF.KALLY REQUIRES ANY PERSON WIK1 RCCEIVGS
COMPENSATION. REMUNERATION OK I:XF1:NSI N 1,014 C:ONOUCI'IN0 LOBBYING ACTIVITI S 'I'O REGISTER AS A LOnnYLCr WITI I TtII? CITY
CLERK, PRIOR TO ENGAGING IN LOBBYING ACrlVrllES BEFORE CITY STAFF, BOARDS, CnMMITTFFC AND FHH UITY COMMISSION A
COPY OF SAID ORDINANCE IS AVAILABLE IN TILE orricr OF TIIF. CITY CLERK (MIAMI CTI'Y HALL.), LOCKrED AT 3500 PAN AMERICAN
nRIVE, MIAMI. FLORIDA. 33133.
NOTE: THIS APPLICA 17ON MUST BE TYPEWRITTEN ANn SIGNED IN BLACK INK,
I, Miami Dade Community College Foundation, Inc., hereby apply to the Director of the Department of Planning
and Development of the City of Miami for approval of a Major Use Special Permit under the provisions of Article 17
of the City of Miami Zoning Ordinance.
Property Address:
- See attached Exhibit A -
Nature ot'proposed use (be specific): Parking -€-d-Ei.l.it to - serve-- tdr; am; TlAap rc)mm►)ni ty
Go 11 ege -downtown._-.c—aIap-lls__
APPLICATION NIATERIALS
1 attach the following in support and explanation of the application-
1. Two original surveys, prepared by a State of Florida Registered Land Surveyor within one year from the
date of application.
[}� 2. Affidavit disclosing ownership of property covered by application and disclosure of interest form (attach
fonns 4-83 and 4a-93 to application).
I':age I of 2
9 8 - 762
*_ 3. Affidavits disclosing ownership of property covered by applications and disclosure of interest from (attached
to application).
_ * 4. Certified list of owners of real estate within a 375-foot radius of the outside boundaries of property covered
by the application.
X 5. At least two photographs that show the entire property (land and improvements).
6. Recorded warranty deed and tax forms for the most current year available that show the present owner(s) of
the property.
X 7. Other (Specify and attach cover letters explaining why any document you are attaching is pertinent to this
application).
X 8. Fee of $ D to apply toward the cost of processing according to Section 62-156 of the
Zoning Ordinance:
SpecialException...............................................................................................$ 800.00
Special Exception requiring automatic city commission review.......................$2,000.00
Extension of time for special exception............................................................ 3- 500.00
Public hearing mail notice fees, including cost of
handling and mailing per notice.........................................................................$ 3.50
Surcharge equal to applicable fee from item above, not to exceed eight hundred
dollars ($800.00) except from agencies of the city; such surcharge to be refunded
to the applicant if there is no appeal from a property owner within three hundred
and seventy-five (375) feet of the subject property.
Signature j ^—
Name 'fie A 2 n0-/)
lb fe
Addressdell
S. cSC'Jta Y
Telephone
Date
STATE OF FLORIDA
COUNTY OF MIAMI-DADE
::? UA , "11
19_9e forego g instru ent was acknowledged before me this day of
, by n e 2n na e who is personally known to me or who has
produced as iidentification and who did (did not) take an oath.
astir?VIRE
f'`•
'' �''' -•�Jt
Notary Public -State of Flo
S
Commission No.:
My Commission Expires:
**********#A#**A#AA#####A*A#AA###*#*##AAAAAAA#AA#A##A#AA#AAA##AA###A#A##AA##AAA**#*A*#******A#A#
STATE OF FLORIDA
COUNTY OF MIANH-DADE
The foregoing instrument was acknowledged before me this
19 , by
a
He/She is personally known to me or has produced
and who did (did not) take an oath.
STATE OF FLORIDA
COUNTY OF MIAW-DADE
Name:
of
day of
corporation, on behalf of the corporation.
as identification
Notary Public -State of Florida
Commission No.:
My Commission Expires:
The foregoing instrument was acknowledged before me this day of
19 , by partner (or agent) on behalf of
a partnership. He/She is personally known to me or who has
produced as identification and who did (did not) take an oath.
Name:
Notary Public -State of Florida
Commission No.:
My Commission Expires:
98- 762
CITY OF MIAMI
OFFICE OF HEARING BOARDS
APPLICATION FOR SPECIAL EXCEPTION
SECTION 2-653 OF THE CODE OF THE CITY OF MIAMI, FLORIDA, AS AMENDED, GENERALLY REQUIRES
ANY PERSON WHO RECEIVES COMPENSATION, REMUNERATION OR EXPENSES FOR CONDUCTING
LOBBYING ACTIVITIES TO REGISTER AS A LOBBYIST WITH THE CITY CLERK, PRIOR TO ENGAGING IN
LOBBYING ACTIVITIES BEFORE CITY STAFF, BOARDS, COMMITTEES AND THE CITY COMMISSION. A
COPY OF SAID ORDINANCE IS AVAILABLE IN THE OFFICE OF THE CITY CLERK (MIAMI CITY HALL),
LOCATED AT 3500 PAN AMERICAN DRIVE, MIAMI, FLORIDA, 33133.
NOTE: THIS APPLICATION MUST BE TYPEWRPITEN AND SIGNED IN BLACK INK.
Within the City generally, or within certain zoning districts, certain structures, uses, and/or occupancies
specified in this ordinance are of a nature requiring special and intensive review to determine whether
or not they should be permitted in specific locations, and if so, the special limitations, conditions, and
safeguards which should be applied as reasonably necessary promote the general purposes of this
Zoning Ordinance and, in particular, to protect adjoining properties and the neighborhood from
avoidable potentially adverse effects. It is further intended that the expertise and judgment of the
Zoning Board be exercised in making such determinations, in accordance with the rules, considerations
and limitations relating to Special Exceptions (see Article 16 of the Zoning Ordinance).
Formal public notice and hearing is mandatory for Special Exceptions. The Zoning Board shall be
solely responsible for determinations on applications for Special Exceptions except when otherwise
provided for in the City Code. All applications shall be referred to the Director of the Department
Planning and Development for his recommendations and the Director shall make any further referrals
required by these regulations.
Miami Dade Community College
I, _ Foundation . Inc. , hereby apply to the City of Miami Zoning Board for
approval of a Special Exception for the property located at Rpe A t-t-AohPa ryh t hi t- A
. folio number See attached Pxh; hiB . Nature of Proposed Use (please be
specific): Parking facility to serve Miami Dade Community College downtown
campus.
In support of this application, the following material is submitted.
_ 1. Two original surveys of the property prepared by a State of Florida Registered Land Surveyor within one
year from the date of application.
X_ 2. Four copies -signed and sealed by a State of Florida Registered Architect or Engineer -of site plans showing
(as required) property boundaries, existing (if any) and proposed structure(s), parking, landscaping, etc.;
building elevations and dimensions and computations of lot area and building spacing.
98-- 7�2
tit \l `i't COO P1 .1\ .fit V':11S11, Wi.M: :' ;l att l 11AN . ( 11'Y 0I 111.1)11
APPIA(WrION MATERIALS (continued)
I attach the following in support and explanation of the application:
J 1 3. Certified list of owners of real estate within a 375-foot radius from the outside boundaries of property
(attach fiorin 6-83 to application).
4. Maps of the:
a) Existing zoning desigtation.
b) Adopted comprehensive plan designation For areas on and around the property.
J S. General location map showing relation to the site or activity to major steeds, schools, existing utilities,
shopping areas, important physical features in and adjnining the project, and the like.
K] 6. Concept Plan
a) Site plan and relevant information per Section 1304.2.1d-h.
b) Relationships to surrounding existing and proposed futures uses and activities, systems and facilities,
per Section 1702.3.2a.
c) How concept affects existing zoning and adopted comprehensive plats principles and designations-,
tabulation of any required variances, special permits, changes of zoning; or exemptions, per Section
1702.3.2b.
JP 7. Developmental Impact Study (an application for development approval for a Development of Regional
Impact may substitute).
0 8. Other (be specific):
9. Fee of $ __,8 , 6 5 Q —, for the Major Use Special Permit. based on current fee schedule as set forth in
Chapter 62 of the Code of the City of Miami, as amended.
7 10. Additional fee of S_ , I'or any required special permits, changes of zoning or variances set
forth in chapter 62 of the Code of the City of Miami, as amended.
"Total Fee: S8,6
Signature t _
Name M
Address _Ben Fernandez, Escr.._
Phone/Fax Bercow & Radell, P.A.
Date 200 Biscayne Boulevard, #850 -
Miami, FL 33131—
March 3+ 1998
FINAI. APPROVAL or TIIIS APOACA 1r10N FOR MAJOR USE SPECIA1. PXKMIT SHALL CONSIST OF AN 1•.XF:CCII'FI) RESOLUTION BY THE
MIAMI CITY COMMISSiO N ANn A DEVELOPMENT OXI)PR A TACHF-D TI IL•RETO WIIIC'I I SPLCtr111S TI IF (•()NDITIONS UNUCK W1110i 1111S
:MAJOR USF. SPFC'1A1. PERMIT APrLICATIOK IS APPKOVNt). W APPROVED BY T11F CI IN COMMISSION, SAID REA01.tr 110N AND
DEVELurmhNI OROFK SHALL., UPON CXPCIrrION IHFREOV. BE TRANSMITTFn 1*0 114P OWNER OR AUTIIOR17FT) ACWNT Al' THE:
ADDRESS SPF.C'INtED ABOVE
Pnp,c 2 01 1.
VI" 04 1' +' k 3 1. � � .'3F'f7 f F'I JN ' ' I f Y 0- N I ON l H f ,iP l rll; HD' f 11 � 1 ','r"r'6�'�',' P . 4 L,
DISCLOSURE OF OWNERSHIP
1. Legal description and street address of subject real property:
See attached Exhibit A
2. Owner(s) of subject real property and percentage of ownership. Note: Section 2-618 of the Code of the City of
Miami requires disclosure of all parties having a financial interest, either direct or indirect, in the subject matter of a
presentation, request or petition to the City Commission. Accordingly, question #2 requires disclosure of
shareholders of corporations, beneficiaries of trusts, and/or any other interested parties, together with their addresses
and proportionate interest.
Miami Dade Community College Foundation, Inc. 95%
David M. Stern, Trustee,and Louis R. Stern, Trustee, 5%
Legal description and street address of any real property (a) owned by any party listed in answer to question 12, and
(b) located within 375 feet of the subject real property.
See attached Exhibit B
O er or Attorney for
STATE OF FLORIDA
COUNTY OF MIAMI-DADS
The foregoing ins eat was acknowledged be re me this `__ day of
121L 0-
19_�L by Z who is personally known to me or who has
produced I--- as identification and who did (did not) take an oath.
TARY 51"
L03,��'Vk'fpo*
A01AL NOONINEE PER$AUD
OOY-ins" NUM/E11CC615536Namecowass" oc�sNotary Public -State of Florida
JAN. Z2,2001
Commission No.:
My Commission Expires:
98- 762
NOTICE TO THOSE PREPARING CERTIFIED LISTS OF PROPERTY OWNERS FOR
CITY OF MIAMI PUBLIC HEARINGS
The enclosed packet will outline the procedures and describe the format required for preparing ownership lists of real
estate properties within 375 feet of site to be scheduled for public hearing by the City of Miami. If you have any
questions do not hesitate to call us at 416-2030.
PREPARATION OF LIST OF REAL ESTATE OWNERS WITHIN 375 FEET OF APPLICATION SITE.
The following must be provided along with the petition for public hearing in order to meet filing criteria. The enclosed
sample will show the items to be included and the format required.
1. COVER LETTER - Please use the format in the enclosed sample. The address and legal of the subject property
must be included. This letter is to be signed by the certifier of this list.
2. MAP - This map should show the subject site and have the radius marked off indicating all properties within 375
feet of the perimeter of the subject site.
3. OWNERSHIP LIST - To include the owners' names, mailing addresses, property street addresses and legal
descriptions of all properties which fall within the 375-foot radius boundaries. This list MUST be provided in the
format shown below.
OWNERSHIP LIST
SUBDIVISION NAME (Plat Book/Page)
Block Number, Lot Number,
Street Address
EXAMPLE:
A.L. KNOWLTON'S MAP OF MIAMI (B-41)
Block 1, Lot 1
123 SW 5th Street
Owner's Name(s) and
Mailing Address
Zip Code
JOHN SMITH
123 SW 5th Street
Miami, Florida 33133
4. MAILING MATRIX - Using the format provided, list ONTLY the name and mailing address of all property owners
listed on ownership list, using one space per name. Be sure to observe the margins of each space, since this matrix
will be used to make peel -off mailing labels. Please avoid duplications of names, where individuals own more than
one property listed.
OWNER'S LIST
Owner's Name
Mailing Address
Telephone Number
Legal Description:
Zip Code
Owner's Name
Mailing Address Zip Code
Telephone Number
Legal Description:
Owner's Name
Mailing Address Zip Code
Telephone Number
Legal Description:
Any other real estate property owned individually, jointly, or severally (by corporation, partnership or privately) within
375 feet of the subject site is listed as follows:
Street Address
Legal Description
Street Address
Legal Description
Street Address
Legal Description
98- 762
CITY OF MIAMI
OFFICE OF HEARING BOARDS
P O BOX 330708
MIAMI, FL 33233-0708
Re: Property Owners List Within 375 Feet of:
Street Address
Legal Description
This is to certify that the attached ownership list, map and mailing matrix is a complete and accurate representation of
the real estate property and property owners within 375 feet of the subject property listed above. This reflects the most
current records on file in the Miami -Dade County Tax Assessor's Office.
Sincerely,
Signature
Company Name
Address
Telephone Number
cc: Applicant
98- '762
EXHIBIT A
LEGAL DESCRIPTION:
Lots i througn 8 inclusive, less the Eas+ 10.00 feet thereof; together with
the South 46,5 feet of the North 104 feet of Lots 8 and W; together with
A t 14; together with Lots 15 and H, less the South 1.0.00 feel thereof;
together with Lot t7; together with Lots 18 through 20 Inclusive, less tie
East 10.00 feet thereof, and also less the South MOO feet thereof of said
Lots ie Zhrough 20, and also less a portion of said Lot 20, being more
particularly described as follows:
Commence at the Scutheast corner of sato Lot 20 thence North 2117'3i' Test
along the East boundary of said Lot 20 for 10.00 feet; thence South
87' 40' 32' West along a I I ne i0. 00 feet North of and parallel to the Sout)
boundary of said Lot 20 for 25.52 feet to the POINT OF BEGINNING; thence
continue along the last described course of 20.01 feet; thence North
4° 16'26' west for 15, 99 feet; thence North 85043'34' East for 20.00 feet;
thence South 4016" 26' East for 15. 67 f eel to the PO I NT OF BEG INN I NG.
All lying within Block 62N,
plat thereof as recorded In
of Dade County, Florida.
A. L. KNONLTON' S MAP OF MIAMI, according to the
PI at Book ' B' at Page 41 of the Pub I c Aecoros
98 - 762
Exhibit B
Folio Numbers
01-0106-020-1010
01-0106-020-1020
01-0106-020-1030
01-0106-020-1040
01-0106-020-1050
01-0106-020-1060
01-0106-020-1070
01-0106-020-1080
01-0106-020-1100
01-0106-020-1160
MIAMI-DADE COMMUNITY COLLEGE
WOLFSON CAMPUS
PARKING GARAGE
MAJOR USE SPECIAL PERMIT
DIRECTORY OF PROJECT PRINCIPALS
Owner/ Development: Miami Dade Community College Foundation, Inc.
300 N.E. 2nd Avenue
Miami, Florida 33132-2297
Telephone: (305) 237-3223
Fax: (305) 237-3645
Maria Cristina Mateo
Interim Dean of Administration
Architect: Carr Smith Corradino
4055 N.W. 97th Avenue
Miami, Florida 33178
Telephone: (305) 594-0735
Fax: (305) 594-0765
Mr. Eduardo Lamas, AIA
Principal
Landscape Architect: Savino & Miller Design Studio
4014 Chase Avenue, #219
Miami Beach, Florida 33140
Telephone: (305) 538-9062
Fax: (305) 534-9062
Mr. Barry R. Miller
Principal
Traffic: Carr Smith Corradino
3313 W. Commercial Boulevard, Suite 110
Fort Lauderdale, Florida 33309
Telephone: (305) 777-0044
Fax: (305) 777-5157
Mr. Tsutomu Imada, P.E.
Transportation Planning Manager
98 - 762
Economist: Miami Dade Community College Foundation, Inc.
300 N.E. 2nd Avenue
Miami, Florida 33132-2297
Telephone: (305) 237-3223
Fax: (305) 237-3645
Gail Hawkins, Ph.D.
Economics Professor
Legal: Bercow & Radell
First Union Financial Center
Suite 850
200 South Biscayne Blvd.
Miami, Florida 33131
Telephone: (305) 377-6235
Fax: (305) 377-6222
Mr. Ben J. Fernandez
Attorney At Law
98- 762
MIAMI-DADE COMMUNITY COLLEGE
WOLFSON CAMPUS
PARKING GARAGE
Project Data
*LEGAL DESCRIPTION
Lots 1 through 8 inclusive, less the East 10.00 feet thereof; together with
the South 46.5 feet of the North 100 feet of Lots 9 and 10; together with
Lot 14; together with Lots 15 and 16, less the South 10.00 feet thereof;
together with Lot 17; together with Lots 18 through 20 inclusive, less the
East 10.00 feet thereof, and also less the South 10.00feet thereof of said
Lots 18 through 20, and also less a portion of said Lot 20, being more
particularly described as follows:
Commence at the Southeast corner of said Lot 20 thence North 2017'31"
West along the East boundary of said Lot 20 for 10.00 feet; thence South
87040'32" West along a line 10.00 feet North of and parallel to the South
boundary of said Lot 20 for 25.52 feet to the POINT OF BEGINNING;
thence continue along the last described course of20.01 feet; thence
North 4016'26" West for 15.99 feet; thence North 85043'34" East for20.00
feet; thence South 4016'26" East for 16.67 feet to the POINT OF
BEGINNING.
All lying within Block 62N, A.L. KNOWLTON'S MAP OF MIAMI, according
to the plat thereof as recorded in Plat Book "B" at Page 41 of the Public
Records of Dade County, Florida.
*SITE BOUNDARY
North —South NE 6th Street and NE 5th Street
East-West NE 2"d Street and NE 1st Avenue
•ZONING CLASIFICATION
Central Business District (CBD)
•LOT AREA
Net Lot Area—110,965 sq. ft.
Gross Lot Area—145,812 sq. ft.
•DENSITY
(Not Applicable)
98 - 762
•FAR
Allowable - Unlimited
Proposed — 0.17 *
*24,400 sq. ft. of College Support Space
*Parking Garage Floor Area (For reference only as a Principal Use)
830,870 sq. ft.
•LOADING BERTHS
(Not Applicable)
•HEIGHT
Allowable - Unlimited
Proposed—131'-0"
•BUILDING FOOTPRINT
83,087 sq. ft.
*PARKING
Proposed Parking Spaces — 2,271
Handicap Spaces Required - 33
Handicap Spaces Provided - 33
•OPEN SPACE
( Not Applicable)
•SETBACKS
NE 6T" Street (North)
Required — 5'-0"
Proposed — 5'-0"
NE 5"' Street (South)
Required — 5'-0"
Proposed — 5'-0"
NE 2" d Avenue (East)
Required — 5'-0"
Proposed — 5'-0"
NE 1 st Avenue (West)
Required — 5'-0"
Proposed—132'-6"
Interior Lot
Required — 0'-0"
Proposed — Varies - 3'-0" (min.)
98- 762
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98- 762
amooaa�
MIAAH DADE COMMUNITY COLLEGE FOUNDATION, INC.
APPLICATION FOR A MAJOR USE SPECIAL PERMIT
AND A SPECIAL EXCEPTION TO PERMIT A PARKING STRUCTURE
AS A PRINCIPAL USE IN THE CBD DISTRICT
ARTICLE II
Zoning Ordinance No.11000
1. Section 1304.2.1 Application forms; supplementary materials
(a) Statement of ownership and control of the proposed development of
activity.
The disclosure of ownership and ownership affidavit are provided in Article I.
(b) Statement describing in detail the character and intended use of the
development of activity.
Project Description -
Miami -Dade Community College is a full service two-year college with campuses
located throughout Miami -Dade County. The Wolfson Campus is located in
downtown Miami and presently serves approximately 12,000 students and employs
over 800 faculty and support staff.
The primary cluster of classroom and administrative office space at the Wolfson
Campus is located between Biscayne Boulevard and NE 2' Avenue and NE 3'd and 5"
Streets. Because the Wolfson Campus is a commuter campus, parking is an important
amenity for the college. At present, however, the college lacks parking facilities to
serve its students, faculty and support staff. In addition, it is expected that the college
will continue to grow and expand.
Phase 1- 2,271 Car Parking Garage
In response to the need for additional parking, the college has assembled various
properties bordered by NE 1 # and 2' Avenues, and NE 5' and 6'' Streets and intends
to build a 10-story, 2271 space parking facility that will be open to serve the
educational needs of the college, as well as recreational and commercial activities in
the downtown area.
The design of the proposed parking garage will not impede the traffic flow on abutting
streets. The garage will be accessible by three separate entrances and exits along NE
1'' Avenue, NE 5' and 6' Streets. The design also provides maximum flexibility for
major event parking. Recognizing the importance of NE 2nd Avenue as a primary
pedestrian pathway and also in an effort to promote pedestrian activity on 51h and 6 h
Streets, a 24,400 s.f. storefront college support space will be developed along the
ground floor on NE 2nd Avenue, NE 5' and 61hStreets.
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Phase II- Escalators
Depending on the demand for major event parking, the proposed facility is designed to
accept a cascading escalator wall along NE 2' Avenue to accelerate pedestrian flows
in and out of the facility. This escalator wall may be included as part of "Phase I" if
deemed necessary through further studies.
(c) General location map, showing relation of the site or activity for which
special permit is sought to major streets, schools, existing utilities, shopping areas,
important physical features in and adjoining the project or activity and the like.
The following exhibits are included with the Major Use Special Permit
Application and are located under Tab 6 of the Supporting Documents.
(1) Location Map: Map of the surrounding street system indicating the project
location.
(2) Area Context Map: Map of the project area indicating buildings and their
functions that surround the site.
(3) Aerial: Aerial photograph of the surrounding area indicating the project
site.
(d) A site plan containing the title of the project and the names of the project
planner and developer, date, and north arrow and, based on an exact survey of the
property drawn to a scale of sufficient size to show:
The Site plan is located as Sheet a.1 under Tab 6 of the Supporting Documents.
(1) Boundaries of the project, any existing streets, building, watercourses,
easements and section lines;
The boundaries of the project and the location of existing streets and easements
are shown on the survey located under Tab 5 of the Supporting Documents.
(2) Exact location of all buildings and structure;
The exact location of all existing buildings located on the Property is shown on
the survey located under Tab 5 of the supporting Documents.
The location of the building to be constructed are shown on the Site Plan, under
Tab 6 of the Supporting Documents.
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(3) Access and traffic flow and how vehicular traffic will be separated from
pedestrian and other types of traffic;
A detailed analysis of the site access and traffic flow for the development is
provided in the Traffic Impact Analysis located under Tab 2 of the Supporting
Documents.
(4) Off-street parking and off-street loading area;
Not applicable
(5) Recreational facilities locations;
Not applicable
(6) Screen and buffers;
Landscaping and buffer areas indicated on the Landscape Plan,
Under Tab 6 of the Supporting Documents.
(7) Refuse collections areas;
Waste collections areas are to be located on the western side of the building,
adjacent to the support areas. See Tab 6 for supporting documents.
(8) Access to utilities and points of utilities hookups.
Access and connections to site utilities are discussed in the Site Utility Study
located under Tab 3 of the Supporting Documents.
(e) Tabulations of total gross acreage in the project and the percentages thereof
proposed to be devoted to the permitted uses and ground coverage.
(1)
(2)
145,812 gross square feet
The various permitted uses.
Building footprint: 83,087 gross square feet
Ground coverage by structures.
Ground coverage by the structures are 57% of the total gross lot area.
(fl Tabulation showing:
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(1) The derivation of numbers of off street parking and off street loading
spaces shown in (d) above:
The parking structure will provide 2,271 parking spaces. Loading spaces
are not required for this project type.
The minimum total number of off street parking spaces required and the
total number of spaces provided is as follows:
Parking spaces provided — 2,271 spaces
(g) If common facilities (such as recreation areas of structures, private streets,
common open space, etc.) are to be provided for the development, statements as to
how such common facilities are to be provided and permanently maintained.
Not applicable
(h) Storm drainage and sanitary sewerage plans.
Storm drainage, water distribution, waste water and solid waste generation
provisions are discussed in the Site Utility Study located under Tab 3 of the
Supporting Documents.
(i) Architectural definitions for buildings in the development; exact number of
dwelling units, size, and types, together with typical floor plans of each type.
The development includes 2,271 parking spaces on 11 levels along with 24,400
square feet of college support spaces at the ground floor. Detailed plans are
provided under Tab 6 of the supporting documents.
(j) Plans for signs, if any.
Building identification signs will be located on the elevator towers on both the
east and west facades. See Tab 6 for elevations. All signs will be sized and styled
in compliance with the required regulations.
(k) Landscaping plan, including types, sizes and locations of vegetation and
decorative shrubbery, and showing provisions for irrigation and future maintenance.
The landscaping Plan located on Sheet L-1 under Tab 6 of the Supporting
Documents, specify the plant types, sizes and locations, as well as indications that
all planted areas will be fully irrigated and maintained by the Owner.
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0) Plans for recreation facilities, if any, including location and general
description of buildings for such use.
Not applicable
(m) Such additional data, maps, plans, or statements as may be required for the
particular use or activity involved.
The Drawings submitted with this Application are located under Tab 6 of the
Supporting Documents.
(n) Such additional data as the applicant may believe is pertinent to the proper
consideration of the site and development plan.
Elevations and sections depicting the architectural character of the Building are
included under Tab 6 of the Supporting Documents. A rendering of the project is
also included under Tab 6.
2. Section 1702.2.1 General Report.
(1) Property ownership or ownerships and beneficial interest within the
boundaries of the area proposed for Major Use Special Permit.
Statement of Ownership and beneficial interest within the boundaries of the area
proposed for Major Use Special Permit are provided in Article 1.
(2) The nature of the unified interest or control.
The nature of unified interest or control is indicated in Article 1.
(3) Survey of the proposed area showing property lines and ownership.
A copy of the survey of the Property is included under Tab 5 of the Supporting
Documents.
(4) Map of existing features, including streets, alleys, easements, utilities lines,
existing land use, general topography, and physical features.
The existing site features and utility lines are shown on the survey of Property
located under Tab 5 and the Site Utility Study located under Tab 3 of the
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Supporting Documents. In addition, the following exhibits are included under
Tab 6 with the Major Use Special Permit Application:
(a) Under Tab 6: Map of the surrounding street system indicating the project
location.
(b) Aerial photograph of the surrounding area indicating the project site.
(5) Materials to demonstrate the relationship of the elements listed in (4)
preceding to surrounding area characteristics.
The Drawings Submitted with this Application are located under Tab 6 of the
Supporting Documents.
(6) Existing zoning and adopted comprehensive plan designations for the area
on and around the lands proposed for Major Use Special Permit.
The existing zoning designation for the Property pursuant to City of Miami
Ordinance No. 11000, as Amended is CBD. The Zoning Atlas Map found under
Article I indicates the existing and surrounding zoning.
3. Section 1702.2.2 Major Use Special Permit Concept Plan.
a. Relationships of the concept plan to surrounding existing and proposed
future uses. Activities, systems and facilities (transportation, recreation, view,
corridors, pedestrian systems, service systems and similar uses).
Article II contains a written narrative of the Project outlining proposed uses,
activities and architectural character. This narrative also contains descriptions of
the Project's relationship to traffic, pedestrian movements, and transportation
access. Maps found under Tab 6 indicate the Project's relationship to surrounding
streets, land uses and functions. Building elevations, sections and perspectives
showing the proposed materials, vertical profile and height, and orientation to
streets is included in the Drawings Submitted with this Application. The list of
Drawings Submitted is found under Tab 6 of the Supporting Documents.
a. Existing zoning and adopted comprehensive plan principles and
designations.
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The Project conforms to the CBD zoning for the Property. The comprehensive
plan future land use designation conforms with the land use designation currently
in effect for this Property.
4. Section 1702.2.3 Developmental Impact Study
a. A traffic analysis shall be submitted for an area within approidmately 1/4 mile
of the site, or an area including the major intersections to be impacted by the site,
whichever is larger.
The Traffic Impact Analysis is included under Tab 2 of the Supporting
Documents.
b. Economic impact data shall be provided, including estimates for construction
costs, construction employment, and permanent employment.
The Economic Impact Study is included under Tab 4 of the Supporting
Documents
C. A housing impact assessment.
Not Applicable.
d. A description of proposed energy conservation measures shall be provided,
including only those measures that are proposed in addition to the minimum
requirements in State Energy Code.
The Parking structure is an "open" garage which does not require any type of
mechanical ventilation.
Electrically, all exterior and landscape lighting will be controlled by means of
time clocks and photocell switches. Energy saving lamps, ballasts and fixtures
are being considered in all common areas.
e. Historic Buildings
There are no historic structures located on the Property.
f Environmental zone.
The property is not located within an environmental preservation district.
98- 762
MIAMI-DADE COMMUNITY COLLEGE
WOLFSON CAMPUS
PARKING GARAGE
MAJOR USE SPECIAL PERMIT
SUPPORTING DOCUMENTS
ARTICLE III
Supporting Documents
Tab 1 Minority Construction Employment Plan
Tab 2 Traffic Impact Analysis
Tab 3 Site Utility Study
Tab 4 Economic Impact Study
Tab 5 Survey of Property
Tab 6 Drawings Submitted
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MIAMI-DADE COMMUNITY COLLEGE
WOLFSON CAMPUS
PARKING GARAGE
MAJOR USE SPECIAL PERMIT
MINORITY CONSTRUCTION EMPLOYMENT PLAN
98 - 762
MANUAL OF POLICY
POLICY NUMBER: 1.21
POLICY TITLE: EQUAL ACCESS/EQUAL OPPORTUNITY
LEGAL AUTHORITY: TITLE VI, VII AND VIII, 1964 CIVIL RIGHTS ACT; EXECUTIVE
ORDER 1 1246; TITLE IX, 1972 EDUCATION AMENDENTS;
SECTION 504, 1973 REHABILITATION ACT; 1990
AMERICANS WITH DISABILITIES ACT; SECTIONS 228.2001
AND 240.152 FLORIDA STATUTES; STATE BOARD OF
EDUCATION RULES 6A-19.001, 6A-19.010 AND 6H-1.041;
AND CIVIL RIGHTS ACT OF 1991.
DATE OF BOARD ACTION: 09/17/76, 10/06/82, 03/26/85, 01/28/92, AND 12/13/94
A. Miami -Dade Community College is an equal access/equal opportunity employer and
committed to recruit, employ, grant salaries, and promote personnel without regard to
gender, race, marital status, age, religion, national origin, or disability in compliance
with all Federal and State legislation and regulations pertaining to non-discrimination.
B. The employees of the College are expect4d to teach or work with other employees, and
to supervise or be supervised in their work by other employees without regard to
gender, race, marital status, age, religion, national origin, or disability.
C. Miami -Dade Community College is committed to provide equal educational
opportunities to all prospective students and enrolled students regardless of gender,
race, marital status, age, religion, national origin, or disability. This commitment to
equal access/equal opportunity includes the following: recruitment, admission,
programs and activities, facilities, counseling and testing, financial assistance, and
placement.
D. Miami -Dade Community College is committed to providing equal employment and
equal educational opportunities to its employees and students in an atmosphere free
from harassment or other discriminatory practices based upon gender, race marital
status, age, religion, national origin, or disability.
98- 762
TRAFFIC IMPACT STUDY FOR
MIAMI DADE COMMUNITY COLLEGE
WOLFSON CAMPUS PARKING GARAGE
April 1998
Prepared for:
Miami -Dade Community College
300 NE 2' Avenue
Miami, FL 33132-2297
Prepared by:
Carr Smith Corradino
3313 W. Commercial Boulevard, Suite 110
Fort Lauderdale, FL 33309
98- 762
TABLE OF CONTENTS
INTRODUCTION..............................................................................................................1
TRAFFIC ANALYSIS METHODOLOGY................................................................................1
TrafficPerformance...........................................................................................................1
Geometric Configuration................................................................................................... 4
TrafficSignal Data............................................................................................................ 4
24-Hour Machine Counts.................................................................................................. 4
TurningMovement Counts................................................................................................. 4
AnalysisPeriod..................................................................................................................6
StudyLocations................................................................................................................. 6
Levelof Service Standard................................................................................................... 6
EXISTING TRAFFIC PERFORMANCE................................................................................... 6
FUTURE TRAFFIC CONDITIONS WITH PROJECT................................................................ 7
TrafficForecasts................................................................................................................ 7
TripGeneration................................................................................................................ 8
TripDistribution................................................................................................................ 8
TripAssignment................................................................................................................ 9
FUTURE TRAFFIC PERFORMANCE WITH PROJECT............................................................. 9
RECOMMENDATIONS FOR MITIGATION........................................................................13
SUMMARY.....................................................................................................................13
APPENDIX A— Traffic Counts
APPENDIX B — Existing (1998) Level of Service Calculations
APPENDIX C — Future Level of Service Calculations
APPENDIX D — Special Event Parking
MDCC Wolfson Parking Garage - Traffic Impact Study A
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LIST OF FIGURES
Figure1 - Project Location...............................................................................................2
Figure 2 - Roadway Network in Area................................................................................. 3
Figure 3 - Existing PM Peak Hour Traffic Volumes .............. 5
................ . .
Figure 4 - Project Trip Distribution (Inbound Traffic).......................................................... 10
Figure 5 - Project Trip Distribution (Outbound Trips)......................
...................................
Figure 6 - Year 2000 PM Peak Hour Traffic Volumes (With Project) .................................... 12
MDCC Wolfson Parking Garage — Traffic Impact Study
4/29/98 ! 'iJ
INTRODUCTION
This report summarizes the results of the traffic impact analysis for the proposed parking garage
for the Miami -Dade Community College (MDCC) Wolfson Campus. The Campus is located in
downtown Miami between NE 3'd and NE 6' Streets and between NE 1" and NE 2"d Avenues.
Approximately 12,300 students are currently enrolled in classes at the Campus. MDCC
presently leases approximately 2,000 parking spaces in lots surrounding the Campus for use by
its students and staff, including 800 spaces in Municipal Parking Garage #3. This parking
structure is located just across the street from the campus on the south side of NE 3`d Street.
Additionally, short-term metered on -street parking is provided on the street network surrounding
the Campus. Long-term parking is provided on NW 3'd Street between NW 1" and NW 2nd
Avenues. The City of Miami provides surface (Lot #9) parking at that location, in addition to the
structure (Garage 3) parking mentioned previously.
The Project proposes adding a structure containing 2,262 parking spaces and 24,400 square
feet of retail space in the northern block of the campus between NE 5' and NE 6' Streets. The
structure would be built in one phase and would open for use by December 1999. The parking
spaces will be reserved primarily for students and college staff. However, people attending
events at the Miami Arena and the proposed Maritime Park Arena will occasionally utilize the
parking structure. These two uses are analyzed separately, as their impacts to the street network
surrounding the college are unique. The use of the parking structure associated'with the college
is addressed in this report. The use of the parking structure by Miami Arena and Maritime Park
Arena attendees is discussed in Appendix D.
The location of the project is illustrated in Figure 1. Figure 2 depicts the roadway network in the
vicinity of the project. Also shown in Figure 2 is the number of midblock through lanes along
roadway segments in the study area, as well as the lane configuration at study intersections.
The Campus is served by high quality public transportation. The College North and
College/Bayside Metromover stations are within short walking distance of the Campus. The
Metromover provides easy access to all downtown locations and provides connection to several
Metrorail stations. Metrorail, subsequently, connects downtown Miami with Kendall to the south
and Okeechobee to the northwest. Additionally, Metrobus Routes 2, 9, 10, K and T also have
stops within convenient walking distance of the Campus.
TRAFFIC ANALYSIS METHODOLOGY
Traffic Performance
Level of service (LOS) is the traffic performance measure generally accepted in traffic analysis.
Levels of service range from LOS A (free flow with negligible delays) to LOS F (heavily congested
with long delays, as volumes exceed the roadway's capacity). LOS B, LOS C, LOS D and LOS E
indicate intermediate conditions. Additionally, LOS E represents operation at the capacity of a
facility.
MDCC Wolfson Parking Garage — Traffic Impact Study 1
4/29/98
98- 762
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98- 762
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MDCC Wolfson Parking Garage
Roadway Network
Figure
2
Intersection level of service was calculated using the Highway Capacity Software (HCS).
Midblock level of service calculation was performed using ART -PLAN. ART -PLAN is an arterial
performance calculation software developed by the Florida Department of Transportation
(FDOT). Both HCS and ART -PLAN replicate the procedures recommended in the 7994 Highway
Capacity Manual.
Required input for HCS and ART -PLAN analysis includes:
• roadway geometry
• turning movement volumes
• traffic signal timing (cycle lengths and phasing)
• spacing between signalized intersections
Field surveys were conducted to obtain the information required to do the traffic analysis as listed
below.
Geometric Configuration
The existing geometry of the streets in the study area, in particular at the study intersections, was
obtained through field review. The existing configuration is summarized in Figure 2, which was
referenced previously. Figure 2 indicates both midblock through lanes and directional flow, as
well as the lane configuration at study intersections.
Traffic Signal Data
Traffic signal phasing information
Traffic Signal Control System. Th
24-Hour Machine Counts
e
A 24-hour machine count taken on Biscayne Boulevard between NE 13'h and 15" Streets was
used to determine the time period of peak traffic volumes in the area. Additionally, 24-hour
machine counts were taken along NE 2' Avenue and NE 3'd Street. Results of the 24-hour
machine counts are included in Appendix A.
Turning Movement Counts
Turning movement counts were obtained at study intersections in February 1998. Volume
adjustment factors provided by FDOT were applied to convert to peak season traffic. Existing
traffic counts are included in Appendix A and existing peak season volumes are illustrated in
Figure 3.
MDCC Wolfson Parking Garage - Traffic Impact Study 4
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MDCC Wolfson Parking Garage
Existing PM Peak Hour Traffic Volumes
Figure
3
Analysis Period
24-hour machine counts collected along Biscayne Boulevard indicated that the area's heaviest
weekday traffic volumes occur during the afternoon peak hour. Field reviews and interviews with
MDCC Wolfson staff indicated that traffic generated by the Campus also peaks during this time
of day. Therefore, the afternoon peak hour traffic in the vicinity of the Campus represents the
largest combination of traffic.
Based on these findings, traffic performance calculations were made for the afternoon peak hour
of a peak -season weekday. These conditions represent the highest ordinary traffic volumes, and
therefore, the worst typical traffic performance of the year.
Study Locations
Traffic performance was calculated at the following intersections and along the following
roadway segments:
• NE 5'h Street at NE 1 n Avenue
• NE 5'h Street at NE 2"d Avenue
• , NE 5h Street at Biscayne Boulevard
• NE 6d' Street at NE 1 ' Avenue
• NE 6h Street at NE 2nd Avenue
• NE 6h Street at Biscayne Boulevard
• NE 5' Street between NE I' Avenue and Biscayne Boulevard
• NE 6'' Street between NE 1 ' Avenue and Biscayne Boulevard
Level of Service Standard
To determine the adequacy of traffic performance, the results of level of service calculations are
compared against established standards. In this case, the Metropolitan Dade Counly Service
Concurrency Management Program of June 1992 establishes level of service standards. Since
the project site is within the Urban Infill Area and is served by high quality transit, traffic
operation of up to 150% of LOS E is acceptable.
EXISTING TRAFFIC PERFORMANCE
Traffic performance calculations were completed using the geometry described in Figure 2 and
the traffic volumes illustrated on Figure 3. Detailed intersection performance calculations are
included in Appendix B, of which a summary is provided in the following table.
MDCC Wolfson Parking Garage - Traffic Impact Study
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Existing Levels of Service
Location
PM Peak Hour
Level of Service
NE 5" Street at NE 1"Avenue
B
NE 5" Street at NE 2nd Avenue
B
NE 51' Street at Biscayne Blvd.
C
NE 6"' Street at NE 1 " Avenue
B
NE 6'h Street at NE 2nd Avenue
B
NE 6'h Street at Biscayne Blvd.
C
NE 5'h Street between NE 1 " Avenue and Biscayne Blvd.
D
NE 6'' Street between NE I' Avenue and Biscayne Blvd.
E
The results indicate that during the PM peak hour all study intersections presently operate at LOS
C or better. NE 5'h Street between NE 1 # Avenue and Biscayne Boulevard operates at LOS D,
while the corresponding link on NE 6'h Street operates at LOS E. Overall, all study locations
operate above the established level of service standard (150% of LOS Q.
FUTURE TRAFFIC CONDITIONS WITH PROJECT
The Project, which consists of 2,262 parking spaces and 24,400 square feet of retail area, will
open in December 1999. Traffic conditions were assessed for the expected completion date of
the Project. College staff and students will begin parking in the garage when it is open for
operation. Presently, they park in various lots and on -street spaces available near the campus.
The opening of the garage will result in modified routes for existing trips, which will now park in
the new garage. It is this trip rerouting that is taken into account and described in the traffic
analysis.
Traffic Forecasts
In order to calculate future performance, the following data are required:
• Project trip generation
• Project trip distribution
• Project trip assignment
• Background traffic growth
The Project trip generation, trip distribution and trip assignment methodologies ore explained
below. The background traffic growth is typically estimated using generally accepted traffic
forecasting methodologies. However, the downtown area of Miami has not experienced any
growth in traffic volumes over the last few years, and in some areas traffic volumes have actually
decreased. Therefore, background traffic volumes were assumed to remain constant through
the expected completion of the Project in December 1999.
Several future developments have been approved in the area surrounding the Project and will
add traffic to the roadway network. These committed developments include the Maritime Park
Arena, the Miramar Center and the Performing Arts Center. Traffic, which will be generated by
MDCC Wolfson Parking Garage - Traffic Impact Study %
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98- 762
these developments, was added to existing traffic volumes to produce future PM peak hour traffic
volumes without the Project. It may be mentioned that although the Maritime Park Arena and
the Performing Arts Center will generate a substantial number of trips, most of these trips will be
associated with events that take place during off-peak hours.
In order to estimate future traffic conditions with the Project a three -step process is followed:
• Trip Generation - The number of trips generated at the project site is calculated
• Trip Distribution - The origins and destinations of the trips are estimated
• Trip Assignment - The Project trips are then added to the traffic in the surrounding
transportation network (expected future traffic)
These three steps are explained in more detail below.
Trip Generation
The primary purpose of the Project is to provide parking for the MDCC Wolfson Campus staff
and students. The Project's retail area will house a bookstore and other auxiliary services for the
campus. Therefore, the retail area is unlikely to generate traffic that is not related to the college.
The Campus has existed and generated traffic for many years. Therefore, the Project itself
theoretically would not generate new trips, because it will not result in an increase in students or
staff. As a consequence, a trip generation calculation would not be required. However, the trip
routing pattern around the Campus will change as trips shift from their current parking locations
to the proposed garage. This dictates the need to conduct trip generation, distribution and
assignment.
Trip generation rates were obtained from the latest edition of the Institute of Transportation
Engineer's Trip Generation manual (6' Edition, 1997). The average hourly trip generation rate
for Junior/Community College (Land Use Code 540) during the PM peak hour of the adjacent
street traffic is 0.17 trip ends per student. The MDCC Wolfson Campus presently has an
approximate enrollment of 12,300 students. Because the enrollment varies from semester to
semester, for the purpose of trip generation the Campus was assumed to accommodate 13,000
students. This translates into 2,210 (1,503 entering/707 exiting) trip ends during the PM peak
hour.
However, a number of trips could be expected to utilize alternative modes of transportation with
the availability of high quality public transportation in the area surrounding the Campus. The
Miami Urban Area Transportation System (MUATS) model was examined to determine the
percentage of trips generated and attracted to the Campus that utilize transit. The MUATS
model is an FDOT-approved traffic -forecasting model. The traffic analysis zone (TAZ #630)
representing the Campus was examined and the MUATS model indicated that approximately 6%
of its trips utilize transit. Therefore, the number of trips ends generated by the Campus during
the PM peak hour was reduced to 2,078 (1,413 entering/ 665 exiting).
Trip Distribution
In order to determine which roadways and intersections would be impacted by Project trips, it is
necessary to determine their probable paths. The MUATS model is used to forecast future year
MDCC Wolfson Parking Garage -Traffic Impact Study $
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98- 762
trips on the transportation network in Miami -Dade County. Among other capabilities, the
MUATS model provides origin -destination information for each area in the County. Trip
distribution was based on a cardinal distribution provided by the MUATS for TAZ #630.
In particular the paths for inbound and outbound trips in the immediate Project area are likely to
be different because of traffic conflicts generated by turning movements. Separate distributions
were obtained for trips entering and exiting the Campus. Figures 4 and 5 illustrate the proposed
trip distribution separately for inbound and outbound trips.
Trip Assignment
Project traffic was routed through the study intersections and roadway segments for the PM peak
hour. It should be noted that, as mentioned earlier, the College traffic already exists; the
proposed garage will merely alter its routing. When the proposed garage is complete, a portion
of the trips will be captured before reaching their original destination, thus shortening their
routes. Conversely, some trips will have to travel longer to reach the new garage. This will result
in added traffic to certain segments and intersections and reduced traffic to other segments and
intersections. The traffic volumes shown in Figure 6 reflect the results of the traffic rerouting.
FUTURE TRAFFIC PERFORMANCE WITH PROJECT
The study intersections and roadway segments were analyzed for level of service on the basis of
future traffic volumes with the Project. Detailed outputs of the performance calculations are
provided in Appendix C, of which a summary is provided in the following table.
Future Levels of Service with Project
Location
PM Peak Hour
Level of Service
NE 5'h
Street at NE 1'' Avenue
B
NE 5'h
Street at NE 2"d Avenue
B
NE 5'h
Street at Biscayne Blvd.
C
NE 5'h
Street at MDCC Wolfson Parking Garage Driveway
A
NE 6'h
Street at NE 1"Avenue
B
NE 6''
Street at NE 2"d Avenue
B
NE 6" Street at Biscayne Blvd.
C*
NE 6"
Street at MDCC Wolfson Parking Garage Driveway
A
NE 1"Avenue
at MDCC Wolfson Parking Garage Driveway
B
NE 5"
Street between NE 1"Avenue and Biscayne Blvd.
D
NE 6''
Street between NE 1'' Avenue and Biscayne Blvd.
I E
`After Traffic Signal Phasing Optimization
The results above indicate that, in general, the operation of the Project will not worsen the
performance of study links and intersections. The only exception is the intersection of NE 6'h
Street at Biscayne Boulevard, which is expected to worsen to LOS F if the traffic signal phasing is
not adjusted. However, this intersection could continue to operate at LOS C with adjustments to
MDCC Wolfson Parking Garage — Traffic Impact Study a
4/29/98 9 8 _ 162
U�1
N.T.S.
27%
134%
NE 6th St.
30°/j
NE 5th St
5%
10%
MDCC Wolfson ParkinGaraae
Project Trip Distribution (In%oundlraffic)
m
Figure
4
9%
m
46%
NE 6th St.
W
Q
N
20°%
W
Z
35%
45% y
NE 5th St 45%0
35%
10% 0
MDCC Wolfson Parking Garage
Project Trip Distribution (Outbound Traffic)
5%
Figure
5
N.T.S.
4
�32
1074
1446
410322
567
386 N E 6th St.
732
90 984
f— 503
6 �1
12348
5
9
~ 408
It 233 551
56 889
1762327
Lj
�
133
W
Q
Q
N
'-
IIIEI
-a m
C
N =
LU
Z
438
L.. 9.
z a
00
894
424 L p9
1054102
1081 294
781 �
t 389 -�
452 �
j
11 �84 N E ASt
620
81
680
t1120
2272
1291
MDCC Wolfson Parkin Garage
Year 2000 PM Peak Hour Vo1U1112S (With Project)
Figure
6
the traffic signal phasing. Additionally, all of the Project's three driveway connections to the
surrounding roadway network are expected to operate at high levels of service. Overall, all study
locations are expected to operate well above the established level of service standard (150% of
LOS Q.
RECOMMENDATIONS FOR MITIGATION
The Project does not require any mitigation to the surrounding roadway network.
SUMMARY
Level of service analysis were conducted at the following locations:
• NE 5'' Street at Biscayne Boulevard
• NE 5' Street at MDCC Wolfson Parking Garage Driveway
• NE 6th Street at NE 1 " Avenue
• NE 6' Street at NE 2"d Avenue
• NE 6' Street at Biscayne Boulevard
• NE 6'' Street at MDCC Wolfson Parking Garage Driveway
• NE I" Avenue at MDCC Wolfson Parking Garage Driveway
• NE 5'' Street between NE 1 " Avenue and Biscayne Boulevard
• NE 6' Street between NE I' Avenue and Biscayne Boulevard
Two scenarios were analyzed:
• Existing peak season conditions
• Future peak season conditions with the Project
All locations operate or are expected to operate above the adopted level of service standard
(150% of LOS E) in both scenarios. Project traffic does not require any mitigation to the
surrounding roadway network.
MDCC Wolfson Parking Garage - Traffic Impact Study 13
4/29/98
98- 762
Appendix A
Traffic Counts
98- 762
Site Code :III53TP8
f-S Street:101TMST 1ST 01
I-V Street:101I MST 5TH STBIST
Location MIXI
CHS,TIDCIS
101THB :101THB :101TEWT 1ST h4B
:101TMST 5TH ST
;From I ;from I :from South
;From Vest
Start
;Intrvl.
Time
PIDS; PIDS; light
Thru
?IDS ; Thru Left HDS; Total
CARS
NORTHEAST
1ST AVE
TRUCKS
3
0
0
0
1179
0
_ 0
-- 0
34
0
0
0
1694
Inbound 34
Outbound 1694
NORTHEAST
S
Total 1728
514
515 1
Inbound 1368
Outbound 0
707 Total 1368
716 9
0
0 0
Study Name: 1115STPI
Site Code : 00000000
Start Date: 02/24/98
Page : 2
0 0
0
0 0
Inbound 48
Outbound 995 0
Total 1043 0 0
279
716 995
Inbound 1531 NORTHEAST 5TH ST
Outbound 0
Total 1531
0 1131 278 73
0 48 0
0 1179 279 73 ;
North
NORTHEAST IST AVE;
98- 762
Site Code :IE155121
I-S Street:1011111ST 1ST M
E-V Street:IORTHEIST STE STREET
Location :MIIXI
CiRS, THHCIS
1101THE ;EOITHE ;IOHTHE1ST
13T 1VE
:101THBIST
STH ST
;Yron 1 ;Yron I ;Yron South
;Prot Vest
Start
;
1.
1.
; Intrvl.
Tiie
; PBDS;
PBDS: Bight
lhru
PIDS;
Thru
Left
PIDS; Total
_
Peat Hoar lnalysis
HT Entire Intersection
for the
Period:
16:00 on
02/21198 to 17:45 an 02/24/98
Tiie
17:00 ;
17:00 ; 17:00
;
17:00
Vol.
16:
26: 142
671
52:
406
295
70:
Pct.
100.0;
.100.0; 16.4
77.5
6.0;
523_
38.2
9.0;
_-- Total
IV, 865
- 771
;
High
, 17:15 ;
MOO ; 17:30
17:00
;
Vol.
13:
10: 25
203
35,
115
99
30;
Total
13:
10; 263
244
PHY
; 0.307:
0.650: 0.822
0.789
CARS
TRUCKS
NORTHEAST 1ST AVE
n
Eli
294
295 1
Inbound 771
outbound 0
405 Total 771
406 1
0 0
Inbound 16
Outbound 966
Total 982
671
295
966
Inbound 865
Outbound 0
Total 865
0 648
0 23
0 671
NORTHEAST IST AVE
Study Ease: 1115STPM
Site Code : 00000000
Start Date: 02/24/99
Page . 1
0 0
0
0 0
Inbound 26
Outbound 548 0
Total 574 0 0
142
406 548
NORTHEAST 5TH ST
52
0
_= r\
52 ;
North
Site Code :1115STPM
-S Street;HOHTHBIST 1ST 1VB
I-V Street:101TH HST 5TH STRUT
Location :HIIXI
Cus I THOCHS
:10RTHB :101THB :101THIIST 1ST 3YB ;HOFTHBAST STH ST
;Pros H ;Pros B ;Pros South ;Pros Vest
Start ; 11 ; Intral.
Tim ; HDS' PIDS; Bight Thru PBDS' Thru Left P&DS' total
02/24/98:
16:00: 5; 1; 36 117 8; 72 72 18: 329
16:15: 5; 8; 29 125 5; 76 35 13: 296
16:30; 6; 3; 39 131 4; 75 46 14: 318
16:45' 2 16' 33' 135 4' BY 6T" 11` 360
Hanl;' 19 21; 137` 508 21' 310 22F —37; 1303
17:00: 1; 10; 36 148 6; 115 99 30: 445
17:15, 13: 7; 48 163 3; 107 83 17: 441
17:30. 0; 5; 25 203 35: 97 60 5; 430
17:45, 2; 4; 33 157 8; 87 53 18 362
Hoar; 16: 26: 142 671 52: 406 295 70: 1678
Total; 34: 48: 279 1179 73: 716 515 137: 2981
4 Or. 100.0; 100.0; 18.2 77.0 4.7; 52.3 37.6 10,0; -
1 Int. 1.1,' 1.6; 9.3 39.5 1.4; 24.0 17.2 4.5; -
Study Hue: 1115STPN
Site Code ; 00000000
Start Date: 02/24/98
Page : 1
98- 762
Site Code :112115
1-3 Street:101i111S! 21D ITI
9-1 Street:101TMST SYR S!
Location :MIDI
C11S,tlUCIS
;11 21D AQI ;11 S!1 ;11 21D ;11 5i1 S!
;From forth ;From I ;From S ;From best
Start ; Intrvl.
Time lhru Left PIDS; PIDS' PIDS: light lhrn PIDS; total
CARS NE 2ND AVE
_--TRUCKS _ 2 -0_ 7-06 120
a 3Z= 66
2 0 738 186
Inbound 26
Outbound 0
NE 5TH ST Total 926
0
0 0
Inbound 1059
Outbound 0
587 Total 1059
591 4
375
376 1
Inbound 27
Outbound 1114
Total 1141
376 0 0
738 0 0
1114 —__-- =====
0 0'
NE 2ND AVE
Inbound
Outbound
Total
Study laze: IS2115PM
Site Code : 00000000
Start Date: 02123/98
Page : 2
0 0
0
0 0
84
777 0
861 0 0
591
186 777
NE 5TH ST
27
0 M
27 '
North
98 - 762
Site Code :112115
-S Strest:101?1WT 21D IVE
E-V Street:101TUIST STH ST
Location AIIHI
CIRS,TIOCIS
M 21D LYE ;IE STH M 21D ;11 STH ST
;Pros forth ;Pros E ;Pros S ;Pros Nest
Start ; ;1. ;Intrvl.
Tile ; Thru Left PEDS; HDS' HDS' light Thru HDS; Total
Peak Hour analysis 8y Entire Intersection for the Period: 16:00 on 02/23/98 to 17:45 on 02/23/98
Tile ; 16:30 ; 16:30 ; 16:30 ; 16:30
Vol. 419 94 2; 41: 14: 211 318 55;
Pct.----, 81.3 18.2 .10 A,'-.100 ,' 36,1-- 54_4— 9.4
Total 515 ; 41; 14= 584 '
11gY' 17:00 —" 16:30 ; 17i15 ; 19:00
Vol. 121 21 0; 151, 9; 64 88 12',
Total 142 151, 9; 164 ;
M ; 0.906 0.683: 0.388: 0.890 ;
CARS
TRUCKS
NE 22
0
0
0
0
0 0
Inbound 584
Outbound 0
316 Total 584
318 2
211
211 0
fD AVE
399 63
20 31
419 94
Inbound 15
Outbound 0
Total 515
Inbound 14
Outbound 630
Total 644
211 0 0
419 0 0
630 =____ _____
0 0
NE 2ND AVE
Study lase: 11211SPH
Site Code : 00000000
Start Date: 02/23►98
Page : 1
0 0
0
0 0
Inbound 41
Outbound 412 0
Total 453 0 0
318
94 412
NE 5TH ST
0 14
0 0
0 14 ;
North
98 - 762
Site Code :1121B5
-S Street:101THBAST 21D APB
B-V Street:101THBAST STH ST
Location :MIDI
CAIS,TBDCIS
:11
21D ITS
;IB
SYH ;11
21D ;11 5TH St
;From forth
;From B ;From
S ;From
Nest
Start ;
; Intral.
Time ;
thru
Left
PBDS;
PBDS;
PBDS;
Hioht
Thru
PBDS;
Total
02123/98
16:00;
73
16
0;
11:
1;
28
82
13:
234
16:15:
100
27
0;
15;
2;
38
67
10;
259
16:30;
91
31
2;
15;
5;
29
79
12:
264
16.45'
93
19
0'
11'
0
56
77
13'
269
Hour;
357
103
2;
52:
8;
151
305
48:
1026
17:00:
121
21
0;
7;
0;
64
88
12:
313
17:15:
114
23
0;
8;
9;
62
74
18:
308
17:30;
80
23
0;
10;
6;
54
68
9;
250
17.45'
66
16
0'
7'
4'
45
56
5'
199
Hour;
381
83
0;
32:
19:
225
286
44:
1070
total;
738
186
1;
84:
27:
376
591
92:
2096
1 Apr.
79.6
20.0
0.2;
100.0;
100.0;
35.5
55.8
8.61
-
% Iit. .
35.2
8.8
-;
4.0;
1.2;
17.9
28.1
4.3;
-
Study Name: 112115PN
Site Code : 00000000
Start Date: 02123198
Page : 1
98- 762
Site Code :BBSSPB
B-S Street:BISCITIZ BLVD.
B-V Street:BE STB STBBBT
Location MIXI
CIRS,TBOCIS
;BISCIYBB BLVD. ;------ ;BISCIYBI BLVD. ;BE 5TB STBBBT
;Pros Borth ;Pro& B ;Pros South ;Pros vest
Start ; ;Intrvl.
The Thru PBDS; PBDS; Thru PBDS; Bight Thru Left PIDS; Total
CARS
TRUCKS
BISCAYNE BLVD.
0 1958 0 3421
0 67 0 485
---- ----- ----- -----
0 2025 0 3906
Inbound 2825
Outbound 3906
Total 5931
410
485 75
Inbound 855
Outbound 0
173 Total 855
173 0
113
113 0
Inbound 3503
Outbound 2138
Total 5641
113 0 3331
2025 0 90
2138 =____ ____=
0 3421
BISCAYNE H VD.
Inbound
Outbound
Total
82
0
82
Study Bale: BBSSYB
Site Code : 00000000
Start Date: 01/13/98
Page : 1
0 0
0
0 0
0
173 0
173 0 0
173
173
------------
North
98- 762
Site Code :BBSSPB Study Aare: BB5SPX
I-S Street:BISCI?II BLVD. Site Code : 00000000
I-B Street:IB STB STIIIT Start Date: 02/23/98
Location MIMI Page : I
CBS ITIDCIS
;BISCIIIB BLVD. ;------ ;BISCIM BLVD. ;IE STB STIIIT
;Eros Iorth ;Froe I ;Froe South ;Froe Best
Start ; 11 11 1. ; Intrvl.
Tise ; Thru PIDS; ?IDS; Thru PIDS; Right Thru Left PIDS, total
Peat Hour Inalysis By Intire Intersection for the Period: 16:00 on 02/23/98 to 17:45 on 02/23198
Tise 17:00 ; 17:00 ; 17:00 ; 17:00
Vol. ; 1041 0; 0; 2063 30: 48 62 258 32:
Pet. 100.0 0.0; 0.0; 98.5 1.4; 12.0 15.5 64.5 8.0
Total 1041 0; 2093 400
High 17:15 17:15 ; 17:0 17:00 ;
Vol. 294 0; 0; 576 5; 10 15 80 7;
Total 294 0; 581 112
PH 0.885 0.000: 0.900 0.892
CARS BISCAYNE BLVD.
TRUCKS 0 1010 0 2063
0 31 0 258
----- ---- ----- -- -
0 1041 0 2321
Inbound 1 41
Outbound 2321
NE 5TH STREET Total 3362
230
258 28
Inbound 400
Outbound 0
62 Total 400
62 0
48
48 0
Inbound 2093
Outbound 1089
Total 3182
48 0 2014
1041 0 49
1089 ===== =====
0 2063
BZSCAYNE B VD.
0 0
0
0 0
Inbound 0
Outbound 62 0
Total 62 0 0
62
62
0 30
0 0
0 30 ;
North
9 8 - (f2
Site Code :BBSSPI
Study Iame:
BBSSPI
1-S Street:BISCIy11 BLVD.
Site Code :
00000000
I-V Street:11 STH STI11T
Start Date:
02/23/98
Location :IIUI
Page :
1
CIIS,TIDCIS
;BISCITII BLVD. ;------
;BISCITII BLVD.:11
STI STRUT
;From Iorth
;From
I ;From South
;From
Vest
Start ;
;
;
;
;Intrvl.
Time ; Thru
PIDS: PIDS;
Thru
PIDS;
flight
Thru
Left
PIDS'
Total
02/23/98
16:00: 255
0;
0;
332
11:
15
38
49
11;
711
16:15: 236
0;
0;
342
15:
18
23
50
is:
699
15:30: 232
0;
0;
308
15:
17
26
73
15:
686
16:45; 261
0;
0;
376
11!
15
24
55
Ill
753
Hour; 984
0;
0;
1358
52:
65
111
227
52:
2849
17:00: 280
0;
0;
437
7;
10
15
Be
1;
836
17:15: 294
0;
0;
553
8;
18
13
65
8;
959
17:30: 257
0;
0;
497
101,
11
16
59
10:
$60
17:45; 210
0;
0;
576
5;
9
18
54
7'
879
Hour; 1041
0;
0;
2063
30',
48
62
258
32:
3534
Total; 2025
0;
0;
3421
82:
113
173
485
84:
6383
1 Ipr. 100.0
-;
-;
97.6
2.3;
13.2
20.2
56.7
9.8;
-
IInt. 31.7
-;
-;
53.5
1.2;
1.7
2.7
7.5
1.3;
-
98- 762 =
Site Code :116SIN
H-S Straet:H . 1ST Mul,
I-N Street:HB 6lH STUIl
Location :NIIII
Cus, lHDCIS
;Yrom H ;Yrom Bast ;Iron South ;Pram Y
Start ; 1. 1. ; ; Intrvl.
Time PBDS; Hight lhrn PHDS; lhrn Left PHDS; ?IDS! total
CARS
TRUCKS
-------------
528
646 118
-------------
0 0 0
0 0 0
0 0 0
Inbound 0
Outbound 2022
Total 2022
0
0 0
Inbound 124
outbound 646
0 Total 770
0 0
0
0 0
707
1315
2022
Study dace: 116SPI
Site Coda : 60000000
Start Date: 02/23/93
Page : 2
144 707
514
14 528
Inbound 1235
Outbound 0 0
Total 1235 0 0
Inbound 1437 NE 6TH STREET
Outbound 0
Total 1437
94 1278 0 4
24 37 0 0
118 1315 0 4 ;
North
NE 1ST AVE E
98- 762
Site Code :116SM
14 Street:.IB. 13T 1VBIQB
B-V Street:IB 6!H STIBBT
Location MIXI
CIBS,lIQCiS
-----• ;IB 6TH SlBBB! ;IB 1S! AVBIQB ;------
;Yron I ;prom Bast ,Iron South from V
Start ; 11 1. 1. ;Intrvl.
line ; PBDS; light Thru PBDS, Thru Left PBDS; ?IDS', total
Peak Hoar lnalysis By Entire Intersection for the Period: 16:00 on 02123198 to 17:45
lime 16:45 ; 16:45 ; 16:45 ; 16:45
Vol. 0; 385 317 0; 758 56 2; 25
Pct. ; 0.0; 54.8 45.1 0.0; 92.8 6.8 0.2; 100.0
Total 0; 702 816 25;
High ; 16:-1 ; 17:00 17:30 17:00 ;
Vol. 0; 121 80 0; 213 11 0; 10;
Total 0; 201 224 10;
PHI 0.000; 0.871 0.910 ; 0.625:
CARS
TRUCKS
317
373 56
0
0 0
05
Inbound 25
Outbound 373
Q Total 398
0 0
0
0 0
0 0 385
0 0 758
===== ===== 1143
0 0
Inbound 0
Outbound 1143
Total 1143
on 02123198
Study Inns: U6SP1
Site Code : 00000000
Start Date: 02123198
Page : 1
63 385
312
5 317
Inbound 702
Outbound 0 0
Total 702 0 0
Inbound 816 NE 6TH STREET
Outbound 0
Total 816
47 742 0 2
9 16
56 758 0 2
North
NE 1ST AVENUE i
98- 762
Site Code :116SPM
Study Hale:
116SPM
I-S. Street-.11 1ST
IYIIDI
Site Coda :
00000000
I-V Street:Hl 6TH
STREET
Start Date:
02/23/98
Location :MIUI
Page ;
1
CUS,TRUCIS
------
In STH mn?
;it
131 LYM
;------
; Frov I ; Froz Bast
; Fros South
; Frol i
Start ;
;
;
;
; Intrvl.
lice ;
PBDS; Hight
Thru
PBDS;
Thru
Left
PBDS'
?IDS:
Total
16:00;
0; 82
51
0;
125
20
2;
30;
311
16.15;
0; 59
59
0;
108
13
0;
28;
267
16:30;
0; 94
53
0;
158
18
0;
33;
356
16;45;
0; 98
76
0;
146
12
0;
5;
337
Hour;
0; 333
240
0;
537
63
2;
96;
1271
17:00;
0; 121
80
0;
203
19
2;
10;
435
17-M:
a; IDS
76
0;
196
14
0;
3;
194
17:30;
0; 61
85
0;
213
11
0;
7;
377
17:45;
0; 87
47
0;
166
11
0'
8;
319
Hour;
0; 374
288
0;
778
55
2;
28;
1525
Total;
0; 707
528
0;
1315
118
4;
124;
2796
Ipr. ;
-; 57.2
12.7
-;
91.5
8.2
0.2;
100.0;
-
Int. ; ,
-; 25.2
18.8
-;
47.0
1.2
0.1;
4.4;
-
Site Code :216SPH
1-3 Street:ll 21D Miul
B-N Street:ll 6T1 ST11BT
Location :DIDB CODITT
Cb1S,T1DCES
H 21D 1Y11D8 :11 6T1 STUIT ;------ ;------
Froa lorth ;Fros Bast ;Froi S ;Froll o
Start ; ; Intrvl.
Tiie light Thru HDS; Thru PBDS; HDS; PBDS: Total
CARS
TRUCKS
----------------
24
652 628
NE 2ND AVENUE
24 823 0
0 97 0
---- ----- -----
---- ----- -----
24 920 0
Inbound 151
Outbound 0
0
0 0
Inbound 0
Outbound 652
0 Total 652
0 0
0
0 0
Total 951
Study lace: 2I6SP1
Site Code : 00000000
Start Date: 02/23/98
Page : 2
0 0
590
38 628
Inbound 695
Outbound 0 18
Total 695 0 18
Inbound 0 NE 6TH STREET
Outbound 938
Total 938
920 0 0 0 0
18 0 0 0 0
938 0 0 0 0
North
---------------
98 - 762
Site Code :2I6SPM Study lace: 216SPN
1-S StreetAl, 21D 1711DB Site Code : 00000000
1-v Street:11 6TI STIZIT Start Date: 02/23/98
Location :DIDH C001lI Page : 1
CI1S,SlOCLS
HH 21D 0110B :11 6TI STUB! ; ------ ; ------
;Prom forth ;Iron Bast ;Froi S ;Frot i
Start ; 1. 1. ; ;Iatrvl.
TDie ; liaht Thru ?IDS, Thru PSDS; PIDS; PIDS; Total
Peak Hour Inalysis By Bntire Intersection for the Period: 16:00 on 02123198 to 17:45 on 02/23/98
Tine 16:30 ; 16:30 ; 16:30 ; 16:30 ;
Vol. 19 513 5; 342 6 27, 0; 0
Pet. 3.5 95.5 0.9; 91.2 1.5 7.2; 0.0; 0.0
_ Total — 537 375 0; 0;
High 17:00 17:00 17:00 ; 17:00
Vol. ; 7 142 0; 99 0 8; 4; 0;
Total 149 107 0; 0;
PHI 0.901 0.876 0.000; 0.000;
CARS
TRUCKS
19
361 342
0
0 0
NE 2ND AVENUE
19 462 0
0 51 0
---- ----- -----
19 513 0
Inbound 37
Outbound 0
Inbound 0
Outbound 361
0 Total 361
0 0
0
0 0
Total 537
0 0
325
17 342
Inbound 375
Outbound 0 6
Total 375 0 6
Inbound 0 NE 6TH STREET
Outbound 519
Total 519
513 0 0 0 0
6 0 0 0 0
519 0 0 - 0 0 ;
North
98- 762
Site Code :216SPI
I-S Street:11 2ID MIDI
B-V Street:11 6TI STRBBT
Location :D1DB COOITI
C1HS,TROCIS
11
2ID 19BIO8
;IB
6TH STUB?
;------
;------
;Froa
Iorth
;Frog Bast
;Froi S
;Froa
A
Start ;
;
;
;Iatrvl.
lice '
Hight
Thru
PBDS;
Thru
PBDS; ?IDS'
PBDS:
Total
02123(98;
16:00:
2
99
0;
70
2
9;
0;
0;
182
16:15;
1
127
2;
69
3
4;
0;
0;
206
16:30:
2
122
4;
70
1
5;
0;
0;
204
16 AV
----3
112
1;
85
3
8;
0;
0;
212
Rout:
8
460
7,
294
9
26:
0;
-0;
804
17:00;
7
142
0;
99
0
8;
0;
0;
256
17:15:
7
137
0;
88
2
6;
0;
0;
240
17:30:
1
103
0;
94
2
3;
0;
0;
203
17:45;
1
78
0;
53
5
6;
0;
0;
143
Hour;
16
460
0;
334
9
23:
0;
0;
842
Total;
24
920
7;
628
18
49;
0;
0;
1646
1pr.
2.5
96.7
0.1;
90.3
2.5
7.0;-
2 Int. ; ,
1.4
55.8
0.4;
38.1
1.0
2.9;
Study lace: 216SPI
Site Code : 00000000
Start Date: 02/23/98
Page : 1
98- 762
Site Code :BB63TH
1-S Street:BISCITIZ BLVD
1-v Street:101TBIIST 6T1 STIIIT
Location MINI
Study Me: BB116PI
Site Code : 00000000
Start Date: 02/24/98
Page : 1
CHS,TYDCIS
;BISCITH BLVD :101TMST 6T1 ST ;BISCITIS BLVD :101TRE
;Fran forth ;Fron Bast ;Frog South ;Fran v
Start ; ; ;Intrvl.
Tine light Thru Left PBDS; light Thru Left ?IDS' Thru Left PBDS; PBDS; Total
CARS BISCAYNE BLVD
TRUCKS 43 1644 232 755
3 63 0 3681
____ _____ _____ 4436
46 1707 232
Inbound 1185
Outbound 4436
NORTHEAST 6TH ST Total 6421
46
1186 937
203
0
0 0
Inbound 11
Outbound 1186
0 Total 1197
0 0
0
0 0
Inbound 3887
Outbound 2029
Total 5916
1707 199 3595
322 4 86
2029 203 3681
BISCAYNE B VD
Inbound 2077
Outbound 232
Total 2309
130 755
774
163 937
312
10 322
232
232
NORTHEAST 6TH ST
0 3
0 0
0 3 ;
North
98- '762
Site Code :BB6STPK
I-S Street:BISCIIIE BLVD
E-v Street:101THEIST 611 STREET
Location AIIIII
Study lase: BB1162H
Site Code : 00000000
Start Date: 02/24/98
Page : 1
CIIS,TIOCIS
BISCI?IE BLVD
:101T1EIST
6TH ST
;BISCITIE BLVD
:101THI
;Pros forth
;Fros last
;From South
;Pros v
Start
;
I
I ; Intrvl.
Time
; light Thru
Left
?IDS'
light
Thru
Left
PBDS; Thru Left
PBDS' ?IDS' Total
Peat Hoar Inalysis By Entire
Intersection
for the
Period:
16:00 on
02/24/98 to 17:45 on
02/24/98
Time
17:00
;
17:00
; 17:00
; 17:00 ;
Vol.
19 878
100
0;
400
476
162
22: 2191 105
0; 6
Pet.
1.9 88.0
10.0
0.0;
37.7
44.9
15.2
2.0; 95.4 4.5
0.0; 100.0
Total
997
1060
2296
6
High
17:15
17:00
17:45
17:00 ;
Vol.
; 2 251
24
0;
113
156
36
8; 612 16
0; 4;
Total
277
313
628
4
PET
0.899
0.846
0.914
0.375:
BISCAYNE BLVD
18 849 100
1) 29 0
19
600 476
105
0
0 0
Inbound 6
Outbound 600
0 Total 606
0 0
0
0 0
878 100
Inbound 97
Outbound 2591
Total 3588
400
2191
2591
39 400
423
53 476
Inbound 1060
Outbound 100 159
Total 1160 3 162
100
100
Inbound 2296 NORTHEAST 6TH ST
Outbound 1040
Total 3336
878 103 2144 0 0
162 2 47 0 0
1040 105 2191 0 0 ;
North
BISCAYNE BLVD '
98- 762
Site Code :B16STPI
I-S Street:BISCIYIB BLVD
B-V Street:IOITMST 6TH STRUT
Location :IIMI
Study late: BBII6PH
Site Code : 00000000
Start Date: 02/24/98
Page : 1
CIRS,TIOCIS
;BISCIYII BLVD
;IOITHIIST
6TH ST
;BISCIYII BLVD
;IORTU
;Prot
Iorth
;Prot Bast
;Prot South
;Prot
V
Start ;
;Intrvl.
Tile ; light
Thru
Left
?IDS!
flight
Thru
Left
?IDS!
Thru
Left
PBDS;
P6DS;
Total
02/21/98:
16:00;
7
219
46
0;
94
119
36
11;
389
21
0;
0;
942
16:15:
7
200
29
0;
61
43_--a7-,
20:
353
26
0;
5;
832
16:30:
7
200
29
0;
_
103
114
34
1;
346
27
3;
0;
865
16:45;
6
210
28
0;
96
135
53 '
8;
402
24
0;
0;
962
Hour;
27
829
132
0;
355
461
160
41:
1490
98
3;
5;
3601
17:00;
3
244
23
0;
113
156
36
8;
472
35
0;
4;
1094
17:15:
2
251
24
0;
84
88 _.u.1
5;
583
27
0;
2;
1107
17:30;
9
199
18
0;
'208"�`139
59
7;
524
27
0;
0;
1100
17:45;
5
184
25
0;
95
93
26
2;
612
16
0;
0;
1058
Hoar;
19
878
100
0;
400
476
162
22:
2191
105
0;
6;
1359
Total;
46
1707
232
0;
755
937
322
63:
3681
203
3;
11;
7960
Ipr. ;
2.3
85.9
11.6
-;
36.3
15.1
15.5
3.0;
94.7
5.2
-;
100.0;
-
Int. ; .
0.5
21.4
2.9
-;
9.1
11.7
4.0
0.7;
46.2
2.5
-;
0.1;
-
98- 762
CL;ENT : CARR SMITE( CCfi MNO
TASFLUS Software
XB V. : 98-113
Copyright (C) 199a, 1994
Site Cace : ad00800000:2
PROJECT : MDCC WOLFSC,,4 CAMPUS
DATA
1AMAR Technologies, Inc.
Start Date: a2/03198
M/C NO. : 291
File I.D. : NE.,Sc'cAV
Street name :NE 3RD STREET
Cross street:EAST OF NE 2ND AVENl1E WESTBOUND
Page : 1
Begin (—Quarter Hour
)
Hour
Tise 1st 2nd
3rd
4th
Total
Each t Equals 25 Vehicles
12:00 083 2 a
1
2
5
61M 2 0
a
1
3
32M 4 a
3
0
7
03:00 1 1
a
a
2
34M 1 a
1
a
2
05:00 2 2
3
3
10
36:00 6 5
is
24
45
+*
07:08 51 72
86
103
312
38:00 107 81
81
73
342
09:00 75 76
75
60
286+
10:M 43 63
79
63
248
}
11 M 56 69
41
56
222
12:00 68 53
53
63
229
01M 6i 58
57,
58
234
+ {
a2:00 59 56
53
44
212
{
K.im 51 45
5a
61
267
�
34:28 63 46
6a
72
241
j5:d8 i18 116
6Z
47
364
a6:d0 3a : a
:.a
37
141
}
07:08 33 a
:;6
:a
Ida
+++{
SMI i! aG
.t
it
58
ee
39:20 iC .Y
14
55
10:00 14 17
13
la
54
11:00 6 la
5
10
31
}
Total
3418
AM Peak The AM peak hour began 67:38.
The peak volume was Z .
The largest interval began 08:08,
and contained 107 vehicles.
The peak hour factor was .88
PM Peak The PM peak hour began 04:45.
The peak volume was 389.
The largest interval began 05:00,
and contained 118 vehicles.
The peak hour factor was .82
98- 762
CLIENT CARR SMITH
CORRADII G
TASkJS Sortw*3re
'GB NO. : 98-81s
Copyrignt (C) 1990, 1994
Site Caae : a080880808c4
PROJECT : MDCC WOLFSON CAMPUS DATA
JAMAR Technologies, inc.
Start Date: '&i a3/98
M/C NO. 297
File I.D. : *2M4ST
Street nate :NE 2ND AVENUE
Cross street:NORTH OF NE 4TH STREET SOUTHBan
Page : 1
Begin (-Quarter Hour
?
Hour
Time 1st
2nd
3rd
4th
Total
Each } E4uals 25 Vehicles
12:08 82/83 7
18
4
4
25
t
61:00 3
3
5
2
13
02:00 2
a
a
4
6
83:00 2
2
a
2
6
04:00 1
4
1
2
B
85:80 18
9
10
15
44
+f
a6:a8 14
39
39
85
177
ems+
67:00 112
138
286
244
692
teteeee*}��
08:88 e6
229
381
343
1090
#+ �
39:00 31a
275
213
149
955
+�*�
10.00 155
136
175
174
640
11:00 163
127
136
146
574
12:00 178
188
149
135
648
81:08 139
152
175
155
621
82:88 135
136
118
122
54
63 M 121
139
125
134
515
84:00 129
121
144
174
56a
4:06 242
215
200
149
886
26: a8 142
132
99
100
443�*
a7:88 Be
79
35
14K
347
fe+ tent et
a8:08 a4
66
47
39
2ZE
a9: d0 49
46
15
26
1;.6
18:80 35
38
188
87
268}
11:00 32
21
a
16
77
Total
9398
AN Peax The AM peak hour began 08:38.
The peak volute was 1237.
The largest interval began 68:45,
and contained 343 vehicles.
The peak hour factor was .90
PM Peak The PM peak hour began 64:45.
The peak volute was a31.
The largest interval began 85:00,
and contained 242 vehicles.
The peak hour factor was .86
Volume Report with 24 Hour Totals
Page
Data File
: D0826002.PRN
Station
: 000000000001
Identification
: 000000000077
Interval :
15 minutes
Start date
: Aug
26, 97
Start time :
00:00
Stop date
: Aug
26, 97
Stop time :
24:00
City/Town
: MIAMI
County :
DADE
Location
: BISCAYNE BLVD BETWEEN
NE 13TH @ 15TH ST
Aug 26
Northbound Volume
-------------------------------------------------------------------------------
End Time 00
-------- ----
01
----
02 03 04
---- ---- ----
05 06 07
---- ----
08 09 iC is
15 109
53
27 16 15
----
25 66 174
---- ---- ---- ----
242 255 332 3C-
30 88
51
21 18 10
36 70 205
251 298 293
45 61
32
20 11 18
63 115 192
236 368 232 43:
00 45
-------- ----
30
----
21 20 21
---- ---- ----
39 162 281
312 393 3 C -=
Hr Total 303
166
89 65 64
---- ---- ----
163 413 85ZZ
---- ---- ---- ----
1041 1314 11-5 _`--
-------------------------------------------------------------------------------
End Time 1111,
13
14 15 16
17 18 19
20
15 345
329
296 331 359
424 390 263
187 190 154
30 352
327
281 303 366
434 358 222
193 143
45 346
318
279 349 373
361 317 211
159 167 1-1
00 335
-------- ----
345
----
295 323 355
---- ---- ----
443 307 208
----
142 140 146 10-
L-
Hr Total 1378
-------------------------------------------------------------------------------
1319
1151 1306 1453
---- ----
1662 1372 '904
---- ---- ---- ----
681 640 579 461=
24 Hour Total
: 20023
AM peak hour begins
: 11:30 AM peak
volume : 1532
Peak hour factor : 0.8�
PM peak hour begins
: 17:00 PM peak
volume : 1662
Peak hour factor : 0.9-
98- 762
Volume Report with 24 Hour Totals
Page
Data File
: D0826001.PRN
Station
: 000000000002
Identification
: 000000000213
Interval :
15 minutes
Start date
: Aug
26, 97
Start time :
00:00
Stop date
: Aug
26, 97
Stop time
24:00
City/Town
: MIAMI
County :
DADE
Location
: BISCAYNE BLVD BETWEEN
NE 13TH @ 15TH ST
Aug 26
=------------------------------------------------------------------------------
Southbound volume
End Time 00
-------- ----
01
----
C_ 03
---- ---- ----
04
C°5 06 07
---- ---- ----
08 0a
15 42
24
16 22
9
11 36 116
---- ---- ---- ----
270 363 220 2z-
30 47
27
13 11
11
30 58 172
303 286 241
45 48
26
15 17
9
42 92 223
378 251 :27
00 4a
19
15 21
14
14 127 271
400 223
-------- ----
ir T r_a1 186
----
?b
---- ---- ----
59 71
4'3
---- ---- ----
__, 313 782
---- ---- ---- ----
1351 1123 894 ;zc=
-------------------------------------------------------------------------------
"id Time 12
13
14 15
16
17 18 19
20 21
15 238
346
266 212
226 :56 171
134 1 ::'' . _ _
30 2-61
303
259 _226
230
231 215 147
115 .1
45 277
401
234 212
5
237 139 145
130 123 7 7=
00 272
-------- ----
327
254 227
194
299 164 139
112 108 116 =
Hr Total 1048
-------------------------------------------------------------------------------
----
1377
---- ----
1013 877
----
891
---- ---- ----
993 834 602
---- ---- ---- ----
491 488 407 21E2
24 Hour Total
: 15243
AM peak hour begins
: 08:15 AM
peak
volume : 1444
Peak hour factor : :.=C
PM peak hour begins
: 13:00 PM
peak
volume : 1377
Peak hour factor : 0.�-
98- 762
Appendix B
Existing (1998) Level of Service Calculations
98- 762
HCM: SIGNALIZED-NTERSECTION SUMMARY Version 2.4e 03-02-1998
Center For Microcomputers In Transportation
---------------------------
Streets: (E-W) NE 5th Street (N-S) NE 1st Avenue
Analyst: GK File Name: NE1-NE5.HC9
Area Type: Other 2-26-98 PM Peak
Comment: Existing Conditions & Signal Phasing
----------------------
Eastbound Westbound Northbound Southbound
L T R L T R L T R L T R
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
No. Lanes 0> 3 0 0 0 0 0 3< 0 0 0 0
Volumes 294 405 669 142
Lane W ( f t ) 11.0 11.0
RTOR Vols 0 0
Lost Time 3.00 3.00 3.00 3.00
-----------------------------------------------------------------------
Signal Operations
Phase Combination 1 2 3 4 5 6 7 8
EB Left * NB Left
Thru * Thru
Right Right
Peds * Peds
WE Left SB Left
Thru Thru
Right Right
,Peds * Peds
NB Right EB Right
SB Right WB Right
Green 46.OA Green 46.OP
Yellow/AR 4.0 Yellow/AR 4.0
Cycle Length: 100 secs Phase combination order: #1 #5
-----------------------------------------------------------------------
Intersection Performance Summary
Lane Group: Adj Sat v/c g/C Approach:
Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS
----- ----------- ----- ----- ----- --- ----- ---
EB LT 2487 5291 0.392 0.470 11.2 B 11.2 B
NB TR 2472 5260 0.440 0.470 11.5 B 11.5 B
Intersection Delay = 11.4 sec/veh Intersection LOS = B
Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.416
-----------------------------------------------------------------------
98- 762
HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4e 03-02-1998
Center For Microcomputers In Transportation
Streets: (E-W) NE Sth Street N-S NE 2nd Avenue
Analyst: GK File Name: NE2-NE5.HC9
Area Type: Other 2-26-98 PM Peak
Comment: Existing Conditions & Signal Phasing
-----------------------------------------
Eastbound Westbound Northbound Southbound
L T R L T R L T R L T R
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
No. Lanes 0 3 < 0 0 0 0 0 0 0 1 2 0
Volumes 317 211 94 418
Lane W (ft) 11.0 11.0 11.0
. _ RTOR . Vols 0 0
Lost Time 3.00 3.00 3.00 3.00
-----------------------------------------------------------------------
Signal Operations
Phase Combination 1 2 3 4 5 6 7 8
EB Left NB Left
Thru * Thru
Right * Right
Peds * Peds
WB Left SB Left
Thru Thru
,Right Right
Peds * Peds
NB Right EB Right
SB Right WB Right
Green 53.OA Green 39.OP
Yellow/AR 4.0 Yellow/AR 4.0
Cycle Length: 100 secs Phase combination order: #1 #5
-----------------------------------------------------------------------
Intersection Performance Summary
Lane Group: Adj Sat v/c g/C Approach:
Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS
----- ----------- ----- ----- ----- --- ----- ---
EB TR 2742 5078 0.238 0.540 7.9 B 7.9 B
SB L 684 1711 0.150 0.400 12.4 B 13.3 B
T 1440 3601 0.335 0.400 13.5 B
Intersection Delay = 10.4 sec/veh Intersection LOS = B
Lost Time/Cycle, L 6.0 sec Critical v/c(x) = 0.279
-----------------------------------------------------------------------
98 - 762
HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4e 03-02-1998
Center For Microcomputers In Transportation
------------- ---------------------------------
Streets: (E-W) NE 6th Street (N-S) NE 1st Avenue
Analyst: GR File Name: NEI-NE6.HC9
Area Type: Other 2-26-98 PM Peak
Comment: Existing Conditions & Signal Phasing
-----------------------
Eastbound Westbound Northbound Southbound
L T R L T R L T R L T R
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
No. Lanes 0 0 0 0 2 < 1 0 > 3 0 0 0 0
Volumes 316 .384 56 756
Lane W (ft) 11.0 11.0 11.0
RTOR Vols 0 0
Lost Time 3.00 3.00 3.00 3.00
-----------------------------------------------------------------------
Signal Operations
Phase Combination 1 2 3 4 5 6 7 8
EB Left NB Left
Thru Thru
Right Right
Peds * Peds
WB Left SB Left
Thru * Thru
-Right * Right
Peds * Peds
NB Right EB Right
SB Right WB Right
Green 36.OA Green 56.OP
Yellow/AR 4.0 Yellow/AR 4.0
Cycle Length: 100 secs Phase combination order: #1 #5
-----------------------------------------------------------------------
Intersection Performance Summary
Lane Group: Adj Sat v/c g/C Approach:
Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS
----- ----------- ----- ----- ----- --- ----- ---
WB TR 1260 3405 0.475 0.370 15.8 C 15.7 C
R 566 1531 0.413 0.370 15.4 C
NB LT 3068 5383 0.320 0.570 7.3 B 7.3 B
Intersection Delay = 11.2 sec/veh Intersection LOS = B
Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.381
-----------------------------------------------------------------------
98- 762
HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4e 03-02-1998
Center For Microcomputers In Transportation
Streets: (E-W) NE 6th Street (N-S) NE 2nd Avenue
Analyst: GK File Name: NE2-NE6.HC9
Area Type: Other 2-26-98 PM Peak
Comment: Existing Conditions & Signal Phasing
Eastbound Westbound Northbound Southbound
L T R L T R L T R L T R
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
No. Lanes 0 0 0 0> 3 0 0 0 0 0 3< 0
Volumes 6 341 512 19
Lane W ( f t ) _ 11.0 - 1. 11.0
RTOR Vols 0 0
Lost Time 3.00 3.00 3.00 3.00
-----------------------------------------------------------------------
Signal Operations
Phase Combination 1 2 3 4 5 6 7 8
EB Left NB Left
Thru Thru
Right Right
Peds * Peds
WB Left * SB Left
Thru * Thru *.
-Right _ Right
Peds * Peds
NB Right EB Right
SB Right WB Right
Green 46.OA Green 46.OP
Yellow/AR 4.0 Yellow/AR 4.0
Cycle Length: 100 secs Phase combination order: #1 #5
-----------------------------------------------------------------------
Intersection Performance Summary
Lane Group: Adj Sat v/c g/C Approach:
Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS
----- ----------- ----- ----- ----- --- ----- ---
WB LT 2537 5397 0.171 0.470 9.9 B 9.9 B
SB TR 2525 5373 0.257 0.470 10.3 B 10.3 B
Intersection Delay = 10.1 sec/veh Intersection LOS = B
Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.214
-----------------------------------------------------------------------
98- 762
HCM: SIGNALIZED INTERSECTION SUMMARY
Version 2.4e
03-02-1998
Center For Microcomputers
In Transportation
Streets: (E-W) NE
6th Street
(N-S) Biscayne Blvd
Analyst: GK
File Name: BIS-NE6.HC9
Area Type: Other
2-26-98 PM Peak
Comment: Existing
Conditions & Signal
Phasing
Eastbound
Westbound
Northbound
Southbound
L
T R
L T
R
L T R
L
T R
No. Lanes
---- ----
0
----
0 0
---- ----
1 2
----
1
---- ---- ----
1 4 0
----
0
---- ----
6< 0
Volumes
399 475
162
105 2186
976 19
_ Lane W ( f t )
11.0 11.0
11.0
11.0 11.0
11.0
RTOR Vols
0
0
0
- Lost Time
3.00 3.00
3.00
3.00 3.00
3.00 3.00
-----------------------------------------------------------------------
Signal Operations
Phase Combination
1 2 3 4
5
6
7 8
EB Left
NB Left
Thru
Thru
Right
Right
Peds
*
Peds
WB Left
*
SB Left
Thru
*
Thru
-Right
*
Right *
Peds
*
Peds
_
NB Right
EB Right
SB Right
WB Right
Green 40.OA
Green 38.OP
S.OA
Yellow/AR 7.0
Yellow/AR 5.0
5.0
Cycle Length: 100
secs Phase combination order: #1 #5
#6
-----------------------------------------------------------------------
Intersection Performance Summary
Lane Group:
Adj Sat v/c
g/C
Approach:
Mvmts Cap
Flow Ratio
Ratio Delay
LOS
Delay LOS
----- ----
WB L 753
------- -----
1711 0.623
----- -----
0.440 15.1
---
C
----- ---
13.2 B
T 1584
3601 0.370
0.440 12.2
B
R 674
1531 0.284
0.440 11.6
B
NB L 120
1711 0.960
0.070 81.1
F
24.7 C
T 2881
7203 0.917
0.400 22.2
C
SB TR 4309
10773 0.282
0.400 13.1
B
13.1 B
Intersection
Delay =
19.2 sec/veh Intersection LOS C
Lost Time/Cycle,
-----------------------------------------------------------------------
L = 9.0 sec Critical v/c(x) =
0.778
98- 762
ART -PLAN 2.1
The Arterial Level of Service Estitnating Software
(Baxd on Chapter 11 of the 1994 Highway Capacity Manual Update)
by the
Florida Department of Transportation
April 22, 1997
DESCRIPTION
Road Name _ NE_5th1NE 6th_St_(9ne-Way Pair)
From - NE 1st Avenue
To Biscayne Boulevard
Peak Direction Eastbound
Off-peak Direction Westbound
Study Time Period PM Peak
Analysis Date 2/27/98
User Notes Existing Conditions
LOS Manual
TRAFFIC CHARACTERISTICS Rafe r«ke
AADT 5.62
K FACTOR 4.5.1
D FACTOR 4.5.2
PHF 0.925 4.5.3
ADJ. SATURATION FLOW RATE 1,850 4.5.4
% TURNS FROM EXCLUSIVE LANES 4.5.5
ROADWAY CHARACTERISTICS
Reference
THRU-LANES PEAK DIRECTION 3 4.6.1
THRU LANES OFF-PEAK DIRECTION 3 4.6.1
AREA TYPE - Urban¢ed,Transitioning, or Rural U (U,T, or R) 5.5
ARTERIAL CLASS based on signal density 3 (1, 2, or 3) 4.62
FREE FLOW SPEED (mph) 1 25 (35, 30, or 25 4.6.3
For Arterial Tvpe and Class: Free Flow Speed is:
Rural 55, 50, 45, 40 or 35
Transitioning, Class 1 55, 50, 45, 40 or 35
Urban, Class 1 45, 40 or 35
Urban or Transitioning, Class 2 40, 35, 30 or 25
Urban, Class 3 35, 30 or 25
SIGNALIZATION CHARACTERISTICS
Reference
ARRIVAL TYPE PEAK DIRECTION 3 (1-6) 4.7.1
ARRIVAL TYPE OFF-PEAK DIRECTION 3 (1-6) 4.7.1
TYPE SIGNAL SYSTEM S (P. S. or A) 4.72
SYSTEM CYCLE LENGTH (sec.) 100 4.7.4
WEIGHTED THRU MOVEMENT g/C 4.7.5
98- 762
Eastbound PEAK DIRECTION SPECIFIC INPUTS
INDIVIDUAL PEAK HOUR DISTANCE
LINK VOLUME %TURNS CYCLE EFFECTIVE BETWEEN
AADT (May be over- FROM LENGTH g/C SIGNALS LINK
(I if uoavaiL) v`rittm if duet EXCLUS. NUMBER OI SIGNALS SIGNALS (Enter in LENGTH ARRIVAL
LINK (oifumecd) measureavaiL) LANES LANES 2-20 2-20 Mites or Foot) WI) TYPE
1-2
2-3
3-4
4-5 -
5-6
6-7
7-8
8-9
9-10
10-11
11-12
12-13
13-14
14-15
15-16
16-17
17-18
18-19
19-20
0
528
367
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3
100
0.53
575.00
575
575
3
0
60
2
100
0.30
575.00
3
0
0
0 -
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Eastbound
PEAK DIRECTION RESULTS
NOTES
at
LINK FROM/TO
THROUGH
MOVIINF.NT
FLOW RATE
v/c RATIO
STOPPED
DELAY
INTERSECTION
APPROACH
LOS
ARTERIAL
SPEED LINK
OAM Los
1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-11
11-12
12-13
13-14
14-15
15-16
16-17
17-18
18-19
19-20
4E 1st Ave./NE 2nd Ave571
159
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.19
0.14
9.4
19.5
B
C
11.1 D
8.1 E
NE 2nd /BLscayne Blvd.
Eastbound Arterial Speed =
LOS =
9.4
D
mph
15.0
kilometerslhour
98- 762
Westbound OFF-PEAK DIRECTION SPECIFIC INPUTS
%TURNS CYCLE EFFECTIVE
FROM LENGTH WC
PEAK HOUR EXCLUS. SIGNALS SIGNALS LENGTH ARRIVAL
LINK VOLUME LANES LANES M-1 19-1 (FT) TYPE
20-19
19-18
18-17
17-16
_.- 16-15
__15-14 —
14-13
13-12
12-11
11-10
10-9
9-8
8-7
7-6
6-5
5-4
4-3
3-2
2-1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
347
700
:475
575
0
3
100
0.4E
3
40
2
100
0.36
3
estbound
OFF-PEAK DIRECTION RESULTS
NOTES THROUGH
or MOVEMENT
LINK FROWM FLOW RATE
v/c RATIO
IIPIERSECMN
STOPPED APPROACH SPEED
DELAY LOS ( -am
ARTERIAL
LINK
LOS
20-19
19-18
18-17
17-16
16-15
15-14
14-13
13-12
12-11
11-10
10-9
98
8-7
7-6
6-5
5-4
4-3
3-2
2-1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
375
454
0.15
0.34
11.9 B
17.8 C
8.2 E
8.5 E
isc./NE 2nd
4E 2/NE 1st
r6lbound
Arterial Speed -
LOS -
8.4
E
mph 13.4 kilometersihour
98- 762
Appendix C
Future level of Service Calculations
98- 762
HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4e 03-02-1998
Center For Microcomputers In Transportation
-----------------------____
Streets: (E-W) NE 5th Street N-S NE 1st Avenue
Analyst: GR File Name: NE1-NE5.HC9
Area Type: Other 2-27-98 PM Peak
Comment: Future Conditions with Project
--- ----------------------------
Eastbound Westbound Northbound Southbound
L T R L T R L T R L T R
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
No. Lanes 0 > 3 0 0 0 0 0 3 < 0 0 0 0
Volumes 294 787 1107 184
_—_Zane W (f t ) - _ 11.0 11. 0
_=__==—RT-(-Vol s _ 0 — 0
Lost Time 3.00 3.00 3.00 3.00
-----------------------------------------------------------------------
Signal Operations
Phase Combination 1 2 3 4 5 6 7 8
EB Left * NB Left
Thru * Thru
Right Right
Peds * Peds
WB Left SB Left
Thru Thru
-Right Right
Peds * Peds
NB Right EB Right
SB Right WB Right
Green 46.OA Green 46.OP
Yellow/AR 4.0 Yellow/AR 4.0
Cycle Length: 100 secs Phase combination order: #1 #5
-----------------------------------------------------------------------
Intersection Performance Summary
Lane Group: Adj Sat v/c g/C Approach:
Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS
----- ----------- ----- ----- ----- --- ----- ---
EB LT 2505 5329 0.601 0.470 12.9 B 12.9 B
NB TR '2485 5287 0.697 0.470 14.1 B 14.1 B
Intersection Delay = 13.6 sec/veh Intersection LOS = B
Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.649
-----------------------------------------------------------------------
98 - 762
HC'M- SIC_NALI7ED INTERSECTION SUMMARY VerGinn 2.4e 44-27-1998
Center For Microcomputers In Transportation
Streets: (E-W) NE 5th Street (N-S) NE 2nd Avenue
Analyst: GKI File Name: NE2-NE5.MC9
Area Tyne: Other 4-27-98 PM Peak
Comment: Future Conditions with Proiect
------------------------------
---------------------------------------- ----------------
'jj Eastbound Westbound Northbound Southbound
I LT R I L T R I L T R L T R
---- ---- ---- -- ----
No. Lanes 0 3< 0 0 0 0( 0 0 0 l -2-- 0--
Volumes 389 4571
DA ??R
Tune -W ( ft
L:,st Ti;;e i 3.CC 3.CCi i i3.00, 3.0C
-----------------------------------------------------------------------
Signal vpecaLions
Phase Combination 1 2 3 4 5 6 7 8
EB Left iv'B Left
Thru Thru
Right * Right
Peas Peas
WB Left I SB Left
Thru ( Thru
Right I Right
Peds * I Peds
NB Right EB Right
SB Right WB Right
Green 53.OA Green 39.OP
Yellow/AR 4.0 Yellow/AR 4.0
Cvcle Lenath: 100 secs Phase combination order: #1 #5
-----------------------------------------------------------------------
1aLe.csecL!6ii Pe cZc;. 'ajacjce Sufejt lciL'y-
Lane Group: Adj Sat v/c g/C Approach:
Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS
----- ----------- ----- ----- ----- --- ----- ---
EB R 2682 4966 0.388 0.540 8.7 B 8.7 B
SM L 684 1711 0.150 0.400 12.4 S 12.5 B
T 1440 3601 0.183 0.400 12.6 b
Intersection Delay_ = 9.7 sec/ven Intersection LOS = B
Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.301
-----------------------------------------------------------------------
98- 762
HCM: SIGNALIZED INTERSECTION
SUMMARY Version 2.4e
04-27-1998
Center For Microcomputers
In Transportation
-----------------------------------------------------------------------
-----------------------------------------------------------------------
Streets: (E-W) NE Sth Street
(N-S) Biscayne Blvd.
Analyst: GK
File Name: BIS-NE5.HC9
Area Type: Other
4-27-98 PM Peak
Comment: Future Conditions With
Project
-----------------------------------------------------------------------
-----------------------------------------------------------------------
Eastbound
Westbound
Northbound
Southbound
L T R
L T R
L T R
L T R
No- Lanes
I > 2 1
0 0 0
0 4 0
2 4 0
Volumes
290 62 81
2272
102 1054
-�_=__Lane_W (ft)
11_0-11--0-.11.0
= - 11.0
=
-11-.0--11.0
-RTOR: Vol s
- 0
0
0
Lost Time
3.00 3.00 3.00
3.00
3.00 3.00
-----------------------------------------------------------------------
Signai
Operations
Phase Combination 1 2
3 - 4
5
6 7 8
EB Left *
NB Left
Thru *
Thru
Right
Right
Peds
Peds
WB Left
SB Left
Thru
Thru
Right
Right
Peds
Peds
NB Right
EB Right
SB Right
WB Right
Green 30.OA
Green 42.OP
16.OA
Yellow/AR 4.0
Yellow/AR 4.0
4.0
Cycle Length: 100 secs Phase
combination order: #1 #5
#6
-----------------------------------------------------------------------
Intersection
Performance Summary
Lane Group: Adj Sat
v/c g/C
Approach:
Mvmts Cap Flow
-----
Ratio Ratio Delay
LOS Delay LOS
-----------
EB L 530 1711
----- ----- -----
0.253 0.310 16.7
--- ----- ---
C 16.7 C
LT 1077 3474
0.255 0.310 16.7
C
R 414 1531
0.192 0.310 16.4
C
NB T 3097 7203
0.896 0.430 19.9
C 19.9 C
SB L 582 3421
0.203 0.170 23.1
C 13.7 B
T 3097 7203
0.420 0.430 12.9
B
Intersection
Delay = 17.7 sec/veh Intersection
LOS = C
Lost Time/Cycle, L = 9.0 sec Critical v/c(x) =
-----------------------------------------------------------------------
0.548
98- 762
HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4e 04-27-1998
Center For Microcomputers In Transportation
-----------------------------------------------------------------------
-----------------------------------------------------------------------
Streets: (R-W) NE Gth Street (iv-S) NE ist Avenue
Analyst: un Pile Name: Nbl-NE6.HC9
Area Type: Other 4-27-98 PM Peak
Comment: Future Conditions with Project
-----------------------------------------------------------------------
-----------------------------------------------------------------------
' I Eastbound I'I Westbound ' Northbound ' Southbound I L T R I L T R
---- ------ --- ---- ---- ---'= -- ---- ---- --- ---
No. Lanes 0 0 0 0 2 < 1 0 > 3 0 0 _ 0 _ 0
volumog ! 386 567 56 889
--- Lana AR (frti I -- ??.0 ��.0, -- „.0
1
L:.st Ti...e ( i 3.CC 3.CC113.CC 3.CC O
--------- ------------------------------------------------------------
Sigaal OperaLlons
Phase Combination 1 2 3 4 i ,r. 5 6 7 8
EB Left !;B- Left
Thru � Thru
Right Right
Peds * Peds
WB Left ( SB Left
Thru * Thru
Right * Right
Peds * Peds
NB Right JEB Right
SB Right lGreen
WB Right
Green 36.OA 56.OP
Yellow/AR 4.0 (Yellow/AR 4.0
Cycle Length: 100 secs Phase combination order: #1 #5
-----------------------------------------------------------------------
inLersecLion Perfw:mance Summary
Lane Group: Adj Sat v/c q/C Approach:
Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS
----- ----------- ----- ----- ----- --- ----- ---
W—B R 1251 338i 0.629 0.370 17.4 C 17.6 C
R 566 153i 0 . 6ii 0.370 i8.0 C
KB- LT 3070 5386 0.372 0.570 7.6 S 7.6 is
Intersection Delay = 12.6 sec/veh Intersection LOS = B
Lost Time/Cycle, L - 6.0 sec Critical v/c(x) = 0.473
-----------------------------------------------------------------------
98 - 762
HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4e 04-27-1998
Center For Microcomputers In Transportation
-----------------------------------------------------------------------
-----------------------------------------------------------------------
Streets: (E-W) NE &th Street (N-S) NE end Avenue
Analyst: GR Pile Name: NE2-NR6.HC9
Area Tvpe: Other 4-27-98 PM Peak
Comment: Future Conditions with Proiect
-----------------------------------------------------------------------
-----------------------------------------------------------------------
' Eastbound ' 'W"estbound ' Northbound ' Southbound
j
L T A L T RL T R L T R
---- ---- ------------------ ---- ---- ---- ---- ----
No. Lanes 0 0 0 0 > 3 0 1 0 0 0 [ 0 3 ¢ 0
Volumes I 6 503 I 322 410
0 - 0
Lcs Ti«<e 1 13.00 3 3WW
-----------------------------------------------------------------------
Siy_ual GDeiaC.ions
Phase Combination 1 2 3 4 1. 5 6 7 8
EB Left I NB Left
Thru Thru
Right Right
Peas ( Peas
WB Left * ISB Left
Thru * I Thru
Right I Right
Peds * I Peds
NB Right IEB Right
SB Right (WB Right
Green 46.OA (Green 46.OP
Yellow/AR 4.0 [Yellow/AR 4.0
Cycle Length: 100 secs Phase combination order: #1 #5
-----------------------------------------------------------------------
IiiC,efSec%ioYi Peironiance Surnmaiy
Lane Group: Adi Sat v/c q/C Approach:
Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS
----- ----------- ----- ----- ----- --- ----- ---
iris LT 2537 5399 0.251 0.470 10.3 a 10.3 B
Ss T—R 2326 4948 0.385 0.470 ii . i tS 1i . i B
intersection Delay = 10.8 sec/veh Intersection LOS = is
Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.318
-----------------------------------------------------------------------
98- 762
HCM: SIGNALLED INTERSECTION SiTW--ARv Versi0rl 2.4e
()4-27-1QQR
Center For Microcomputers In Transportation
Streets: (E-W) ivE 6th Street (N-S) Biscayne Blvd.
Analyst: GK
File Name: BIS-NE6.HC9
Area Tvoe: Other 4-27-98 PM Peak
Comment: Future Conditions with Project
-----------------------------------------------------------------------
' Bastbound
westbound
Northbound
'
Southbound
L T R J
L T R
LT--
L T R-----
No. T,�nag
� Q 0 Q
--------1
� 1 2 1
!---- ---R--
11 4 �
-C,---r--< -Q--
Vol iimce
I
( dQA &QC 165
176 -327
oAA aC
--fi:an- e 1 (f�)
I _-
� 1��►it_? 1�0_'I�L1I'1--
't
n 91 �n
I 11 fl
r �+ I 'Ii ,e
; 3 nn -3 - nn 3 nn
3 00, 3 nn
3 nn nn
LVOI.. .ltlt
- - - - - - - - - - -
I
- - - - - - - - - - - - - - -
I V V . V V V V
- - - - - - - - - - - - - - -
I V . V V
.
- - - - - - - - - - - - -
- -
I V V J. V V
- - - - - - - - - - - - - - -
j.L lldl II�JCLcil 1Ut1✓
Phase Combination
1 2 3 4 I'T
5
6 7 8
EB Left
INB
Left
Thru
Thru
Might
Right
Peds
*
Peds
WB Left
*
I SB Left
Thru
*
j Thru
Right
*
I Right
Peds
*
I Peds
NB Right
JEB Right
SB Right
IWB Right
Green
40.OA
(Green 38.OP
S.OA
Yellow/AR
7.0
!Yellow/AR 5.0
5.0
Cvcle Length:
100 secs Phase combination order: #1 #5
#6
-----------------------------------------------------------------------
lnLersecLivii Perforcft6uice Succtm tiv
Lane
Group: Adj Sat v/c g/C
Approach:
Mvmts
-----
Can Flow Ratio Ratio Delav
----------- ----- ----- -----
LOS Delav LOS
--- ----- ---
WB L
753 1711 0.638 0.440 15.4
C i3.3 B
T
i585 3601 0.386 0.440 12.3
LS
iL
67:3 15.31 0.28 0.440 11.7
!3
NFL L
120 1711 1.612 0.070 *
* *
T
2881 7203 0.976 0.400 27.9
D
SB TR
4267 10668 0.307 0.400 13.3
B 13.3 B
Intersection Delay - * (sec/veh) Intersection LOS
(g/C)*(V/c)
-----------------------------------------------------------------------
is greater than one. Calculation of D1 is
infeasible.
98- 762
HM- -: SIGN2 LIZED INTERSECTION SUMM-1T?Y Version 2.4e
04-27-1QQR
-----------------------------------------------------------------------
Center For Microcomputers In Transportation
-----------------------------------------------------------------------
Streets: (E-W)
NE 6th Street (N-S) Biscayne
Blvd.
Analyst: GK
File Name: BIS-NE6O.HC9
Area Tvr)e:
Other 4-27-98 PM Peak
Comment: Future
Conditions with Project/Optimized Siqnal
Phasinc.r
------------------------------------------------------------------------
' Eastbound
►�vestbound
Northbound
'
Southbound
L T R
I L T R
L T R
L T R
No. Lanes
---- --------�----
1 0 0 0
---- ----
Ij 1 2 1
- ---- ---
1 1 4 0
---- ---- ----
0 ti < 0
VC11;moQ
! 4Q8 495 76r-
1
1 174 2327
111-i_
_QAA an
—Tan-^m W- (ft)
I __
11- n 11-L.. ji- n
11.0
0
v
,�
r .- •n ,..
uos i...e
-----------------------------------------------------------------------
n nn
i 3 .nn .n., 3 .
1 nn
.., .nn
., ..
nn
3 3 nn
! ., .. ..
S ignal Opel a L ions
Phase Combination 1 2 3 4
5
6 7 8
EB Left
ivis Left
Thru
1 Thru
Right
1 Right
Peas
*
Peas
WB Left
*
SB Left
Thru
*
Thru
Right
*
1 Right
Peds
*
1 Peds
NB Right
1EB Right
SB Right
WB Right
Green
34.OA
Green 37.OP
12.OA
Yellow/AR
7.0
Yellow/AR 5.0
5.0
Cvcle Length: 100 secs Phase combination order: #1 #5
-----------------------------------------------------------------------
#6
IiiLerseC Uon reiiOiiitcuiCe Summaiv
Lane
Group: Adj Sat v/c q/C
Approach:
Mvmts
-----
Caa Flow Ratio Ratio Delav
----------- -----
LOS Delav LOS
B L
----- -----
650 1/11 0.738 0.380 20.3
--- ----- ---
L 17.0 C
T
1368 3601 0.446 0.380 15.1
C
R
582 15=21 0.224 0.280 i4.4
B
Nti L
239 1711 0.806 0.140 .39.1
D 33.4 D
T
2809 7203 1.001 0.390 33.1
D
SB TR
4161 10668 0.315 0.390 13.7
B 13.7 B
Intersection Delay - 25.0 sec/veh Intersection
LOS = C
Lost Time/Cycle, L = 9.0 sec Critical v/c(x) =
-----------------------------------------------------------------------
0.862
HCS: Unsignalizea Intersections Release 2.1e NE1-MDCC.HCO Page 1
Center For Microcomputers In Transportation
University of Florida
512 Weil Hall
Gainesville, FL 32611-2083
Ph: (904) 392-0378
Streets: (N-S) MDCC Parking Garage (E-W) NE 1st Ave
nue
Major Street Direction.... NS
Length of Time Analyzed... 15 (min)
Analyst ................... GK
Date of Analysis.......... 2/27/98
Other Information ......... PM Peak With Project
-Two -way--Stogy=c9ntr911_ed_-Interzention
------------------- --------------------------------------
Northbound Southbound Eastbound Westbound
L T R L T R L T R L T R
No. Lanes
Stop/Yield
Volumes
PHF
Grade
MC' s ($)
SU/RV's ($)
CVIs Ck)
PCEIS
0 3 < 0
N
812 438
.9 .9
0
0 0 0
N
Adjustment Factors
0 0 0
0 0 1
133
.9
0
1
2
2
1.02
Vehicle
Critical
Follow-up
Maneuver
------------------------------------------------------------------
Gap (tg)
Time (tf)
Left Turn Major Road
5.50
2.10
Right Turn Minor Road
5.50
2.60
Through Traffic Minor Road
6.50
3.30
Left Turn Minor Road
7.00
3.40
98- 762
HCS: Unsignalized Intersections Release 2.1e NE1-MDCC.HC0 Page 2
Worksheet for TWSC Intersection
--------------------------------------------------------
Step 1: RT from Minor Street WB EB
Conflicting Flows-: (vph) 544
Potential Capacity: (pcph) 734
Movement Capacity: (pcph) 734
Prob. of Queue -Free State: 0.79
--------------------------------------------------------
Intersection Performance Summary
Avg. 95%_
Flow Move Shared Total Queue Approach
Rate Cap Cap Delay Length LOS Delay
Movement (pcph) (pcph) (pcph) ( sec/veh) (veh) (sec/veh)
-------- ------ ------ -------------------- --------------
6.2
WB R 151 734
6.2 0.8 B
Intersection Delay =
0.6 sec/veh
98- 762
HCS: Unsignalized Intersections Release 2.1e NE5-MDCC.HC0 Page i
Center For Microcomputers In Transportation
University of Florida
512 Weil Hall
Gainesville, FL 32611-2083
Ph: (904) 392-0378
-------------------------------------------------------
Streets: (N-S) MDCC Parking Garage (E-W) NE 5th Street
Major Street Direction.... EW
Length of Time Analyzed... 15 (min)
Analyst ................... GK
Date of Analysis.......... 2/27/98
Other Information ......... PM Peak With Project
Two-way Stop -controlled Intersection
--------------------------------------------
Eastbound Westbound Northbound Southbound
L T R I L T R I L T R L T R
No. Lanes
Stop/Yield
Volumes
PHF
Grade
MCI 00
SU/RV's (V
CV' s ( % )
PCEIs
0 > 3 0
N
424 542
.9 .9
0
1
2
2
1.02
0 0 0
a
Adjustment Factors
0 0 0
0 0 1
299
.9
C
I
2
2
1.02
Vehicle
Critical
Follow-up
Maneuver
------------------------------------------------------------------
Gap (tg)
Time (tf)
Left Turn Major Road
5.50
2.10
Right Turn Minor Road
5.50
2.60
Through Traffic Minor Road
6.50
3.30
Left Turn Minor Road
7.00
3.40
98- 762
HCS: Unsignalized Intersections Release 2.1e NE5-MDCC.HC0 Page 2
Worksheet for TWSC Intersection
--------------------------------------------------------
Step 1: RT from Minor Street NB SB
Conflicting Flows: (vph)
0
Potential Capacity: (pcph)
1385
Movement Capacity: (pcph)
1385
Prob. of Queue -Free State:
0.76
--------------------------------------------------------
Step 2: LT from Major Street
WB
EB
--------------------------------------------------------
Conflicting Flows: (vph)
0
Potential Capacity: (pcph)
1714
Movement Capacity: (pcph)
1714
Prob. of Queue -Free State:
0.72
TH Saturation Flow Rate: (pcphpl)
5100
Major LT Shared Lane Prob.
of Queue -Free State:
--------------------------------------------------------
0.68
Intersection Performance Summary
Avg-
9 5 "s
Flow Move Shared Total
Queue
Approach
Rate Cap Cap Delay
Length LOS
Delay
Movement (pcph) (pcph) (pcph) (sec/veh)
-------- ------ ------ -------------
(veh)
------- -----
(sec/veh)
---------
3.4
SB R 339 1385 3.4
1.1 A
EB L 480 1714 2.9
1.3 A
1.3
Intersection Delay =
1.8 sec/veh
•
HCS: Unsignalizea Intersections Release 2.1e NE6-MDCC.HCO Page 1
Center For Microcomputers In Transportation
University of Florida
512 Weil Hall
Gainesville, FL 32611-2083
Ph: (904) 392-0378
Streets: (N-S) MDCC Parking Garage (E-W) NE 6th Street
Major Street Direction.... EW
Length of Time Analyzed... 15 (min)
Analyst ....... ........... GR
Date of Analysis.......... 2/27/98
Other Information ......... PM Peak With Project
Two-way Stop -controlled Intersection
------------ ------------------------- -------------------------------
IEastboundI WestboundI NorthboundI Southboundd
LR LR Ld L
No. Lanes
Stop/Yield
Volumes
PHF
Grade
MCI ($)
SU/RV's ($)
CV' s ($ )
PCEIs
0 0 0
NI
0 3 < 0
N
700 551
.9 .9
0
Adjustment Factors
0 1 < 1
0 233
.9 .9
0
1 1
2 2
2 2
1.02 1.02
0 0 0
Vehicle
Critical
Follow-up
Maneuver
------------------------------------------------------------------
Gap (tg)
Time (tf)
Lef t Turn Major Road
5.50
2.10
Right Turn Minor Road
5.50
2.60
Through Traffic Minor Road
6.50
3.30
Left Turn Minor Road
7.00
3.40
98- 762
HCS: Unsignalized Intersections Release 2.1e NE6-MDCC.HCO Page 2
Worksheet for TWSC Intersection
--------------------------------------------------------
Step 1: RT from Minor Street
NB SB
--------------------------------------------------------
Conflicting Flows: (vph)
0
Potential Capacity: (pcph)
1385
Movement Capacity: (pcph)
1385
Prob. of Queue -Free State:
0.81
--------------------------------------------------------
Step 3: TH from Minor Street
NB SB
--------------------------------------------------------
Conflicting Flows: (vph)
1390
Potential Capacity: (pcph)
168
Capacity Adjustment Factor
due to Impeding Movements
1.00
Movement Capacity: (pcph)
168
Prob. of Queue -Free State:
--------------------------------------------------------
1.00
Intersection Performance Summary
Flow
Move
Rate
Cap
Movement (pcph)
(pcph)
-------- ------
NB T 0
------
168
NB R 264
1385
Avg. 95°s
Shared Total Queue
Cap Delay Length
(pcph) (sec/veh) (veh)
--------------------
> 1385
Approach
LOS Delay
(sec/veh)
--------------
3.2
3.2 0.8 A
Intersection Delay = 0.5 sec/veh
98- 762
ART -PLAN 2.1
The Arterial Level of Service Estinxiting Software
(&wed on Chapter 11 of the 1994 Highway Capacity Manual Update)
by the
Florida Department of Transportation
April 22, 1997
DESCRIPTION
Road Name NE 5th/NE 6th St. (One -Way Pair}
From NE 1st Avenue
To Biscayne Boulevard
Peak Direction Ease)ound
Off-peak Direction westbound
Study Time Period PM Peak
Analysis Date 4128198
User Notes Future Conditions with Project
LOS Manual
TRAFFIC CHARACTERISTICS Reference
AADT 5.6.2
K FACTOR 4_5.1
D FACTOR 4.5.2
PHF 0.925 4.5.3
ADJ. SATURATION FLOW RATE 1,850 4.5.4
% TURNS FROM EXCLUSIVE LANES 4.5.5
ROADWAY CHARACTERISTICS
Reference
THRU-LANES PEAK DIRECTION 3 4.6.1
THRU LANES OFF-PEAK DIRECTION 3 4.6.1
AREA TYPE - Urbanized,Transitioning, or Rural U (U,T, or R) 5.5
ARTERIAL CLASS based on signal density 3 (1, 2, or 3) 4.6.2
FREE FLOW SPEED (mph) 25 (35, 30, or 25 4.6.3
For Arterial Type and Class: Free Flow Speed is:
Rural 55, 50, 45, 40 or 35
Transitioning, Class 1 55, 50, 45, 40 or 35
Urban, Class 1 45, 40 or 35
Urban or Transitioning, Class 2 40, 35, 30 or 25
Urban, Class 3 35, 30 or 25
SIGNALIZATION CHARACTERISTICS
Reference
ARRIVAL TYPE PEAK DIRECTION 3 (1-6) 4.7.1
ARRIVAL TYPE OFF-PEAK DIRECTION 3 (1-6) 4.7.1
TYPE SIGNAL SYSTEM S (P. S. or A) 4.7.2
SYSTEM CYCLE LENGTH (sec.) 100 4.7.4
WEIGHTED THRU MOVEMENT g/C 4.7.5
9 8 - '6`
Eastbound PEAK DIRECTION SPECIFIC INPUTS
INDIVIDUAL PEAK HOUR DISTANCE
LINK VOLUME %TURNS CYCLE EFFECTIVE BETWEEN
AADT (May be aver- FROM LENGTH g/C SIGNALS LINK
(1 if unavail) written if direct EYCLUS. NUMBER Of SIGNALS SIGNALS (Enter in LENGTH ARRIVAL
LINK (0 if ummd) meamm avail.) LANES LANES 2-20 2-20 Miles or Feet) (FT) TYPF
1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-11
11-12
12-13
13-14
14-15
15-16
16-17
17-18
18-19
19-20
0
841
433
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3
100
0.53
575.00
575
575
3
0
60
2
100
0.30
575.00
3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Eastbound
PEAK DIRECTION RESULTS
NOTES
or
LINK FROMITO
THROUGH
MOVEMENT
FLOW RATE
We RATIO
STOPPED
DELAY
INIF.RSECTION
APPROACH
LOS
ARTERIAL
SPEED LINK
(MR I) LOS
1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-11
11-12
12-13
13-14
14-15
15-16
16-17
17-18
18-19
19-20
4E 1st Ave./NE 2nd Ave909
187
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.31
0.17
10.1
19.6
B
c
10.8 D
8.1 E
NE 2nd /Bisca ne Blvd.
Eastbound Arterial Speed =
LOS =
9.2
D
mph
14.8
kilometers/hour
98- 762
Westbound OFF-PEAK DIRECTION SPECIFIC INPUTS
%TURNS CYCLE EFFECTIVE
FROM LENGTH g!C
PEAK HOUR EXCLUS. SIGNALS SIGNALS LENGTH ARRIVAL.
LINK VOLUME LANES LANES 19-1 19-1 (FT) TYPE
20-19
19-18
18-17
17-16
16-15
15-14
14-13
13-12
12-11
11-10
10-9
9-8
8-7
7-6
6-5
5-4
4-3
3-2
2-1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
509
953
475
575
0
3
100
0.46
3
40
2
100
0.36
3
Westbound
OFF-PEAK DIRECTION RESULTS
NOTES
ur
LINK F om=
THROUGH
MOVEMENT
FLOW RATE
We RATIO
INTERSECTION
STOPPED APPROACH SPEED
DELAY LOS (Nn"
ARTERIAL
LINK
LOS
20-19
19-18
18-17
17-16
16-15
15-14
14-13
13-12
12-11
11-10
10-9
9-8
8-7
7-6
6-5
5-4
4-3
3-2
2-1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
550
618
0.22
0.46
12.3 B 8.1
18.9 C 8.2
E
E
isc./NE 2nd
E 2/NE 1st
estbound Arterial Speed =
LOS =
8.2
E
mph 13.1 kilometersihour
98- 762
Appendix D
Future Special Event Conditions Analysis
98- 762
TABLE OF CONTENTS
INTRODUCTION...........................................................................................................1
TRAFFIC ANALYSIS METHODOLOGY..............................................................................1
AnalysisPeriod............................................................................................................1
StudyLocations...........................................................................................................1
Traffic Performance.....................................................................................................2
GeometricConfiguration............................................................................................. 2
TrafficSignal Data....................................................................................................... 2
Turning Movement Volumes.........................................................................................2
TRAFFIC CONDITIONS WITH PROJECT...........................................................................2
TripGeneration...........................................................................................................3
TripDistribution...........................................................................................................3
TripAssignment........................................................................................................... 3
FUTURE EVENT CONDITIONS TRAFFIC PERFORMANCE..................................................3
SUMMARY..................................................................................................................... 7
Table of Figures
Figure D- 1 Project Trip Distribution (Inbound Traffic)..........................................................4
Figure D- 2 Project Trip Distribution (Outbound Traffic).......................................................5
Figure D- 3 Year 2000 Event Peak Volumes....................................................................... 6
MDCC Wolfson Parking Garage — Traffic Impact Study i
Future Special Event Traffic Conditions
\\CSA-FTL\SYS\PROJECTS\2166\word\EVENT-APPNDX- REV. doc 4/29/97 — 762
INTRODUCTION
This appendix summarizes the traffic impacts associated with the use of the proposed parking
garage for the Miami -Dade Community College (MDCC) Wolfson Campus by patrons
attending events at the Miami Arena and the proposed Maritime Park Arena. The proposed
MDCC parking garage would contain 2,262 parking spaces and be located within short
walking distance of the arenas. The main function of the garage would be to serve students
and staff of the college. The garage would primarily be utilized by Miami Arena and Maritime
Park Arena patrons on the weekends, when both parking demand associated with MDCC and
background traffic on the surrounding roadway network are minimal. However, occasionally
the garage would be used to provide parking for special weeknight events at the arenas. This
situation, which represents the worst case traffic scenario, is examined in this appendix.
TRAFFIC ANALYSIS METHODOLOGY
Analysis Period
Weeknight events at the arenas will typically begin around 7:30 PM. This analysis assumed
that the parking garage would fill with event attendees between 6:00 and 7:00 PM. This
approach is conservative, as background traffic on the surrounding roadway network
decreases during the evening hours.
Traffic analysis after the end of the events is not performed. Although traffic flows leaving the
garage would be concentrated in a small period of time, the traffic conditions are likely to be
substantially more favorable than the period analyzed, for two reasons:
• At the end of the events (usually around 10:00 PM), the background traffic would have
been reduced to just a fraction of the analysis period (6:00 PM to 7:00 PM)
• The coordination of traffic flows will be coordinated through a Transportation
Management Plan (TMP) and managed by policemen in order to ensure efficient
operations.
Study Lomtions
Traffic performance was calculated at the following intersections and along the following
roadway segments:
NE 5* Street at NE 1 " Avenue
• NE 5'h Street at NE 2"d Avenue
NE 5d' Street at MDCC Wolfson Parking Garage Driveway
NE 6'h Street at NE 1 # Avenue
• NE 6" Street at NE 2' Avenue
• NE 6' Street at MDCC Wolfson Parking Garage Driveway
NE 1 ' Avenue at MDCC Wolfson Parking Garage Driveway
• NE 5" Street between NE I' Avenue and Biscayne Boulevard
NE 6'' Street between NE 1 ' Avenue and Biscayne Boulevard
Performance was not calculated along Biscayne Boulevard, as a minimal amount of traffic
accessing the MDCC garage is expected to utilize this roadway. Furthermore, a TMP will be
MDCC Wolfson Parking Garage - Traffic Impact Study 1
Future Special Event Traffic Conditions
4/29/97
98- 762
developed to assure successful operations on this roadway during special events at the
Maritime Park Arena.
Traffic Performance
Intersection level of service was calculated using the Highway Capacity Software (HCS).
Midblock level of service calculation was performed using ART -PLAN. ART -PLAN is an arterial
performance calculation software developed by the Florida Department of Transportation
(FDOT). Both HCS and ART -PLAN replicate the procedures recommended in the 7994
Highway CapocifyManual.
Required input for HCS and ART -PLAN analysis includes:
• roadway geometry
• turning movement volumes
• traffic signal timing (cycle lengths and phasing)
• spacing between signalized intersections
Field surveys were conducted to obtain the information required to do the traffic analysis as
listed below.
Geometric Configuration
The existing geometry of the streets in the study area, in particular at the study intersections,
was obtained through field review.
Traffic Signal Data
Traffic signal phasing information was obtained from the computerized Miami -Dade County
Traffic Signal Control System. The phasing in the database was initially used in the level of
service calculation. Small changes were then made to the phasing, if necessary, to improve
operations.
Turning Movement Volumes
Turning movement counts were obtained at study intersections in February 1998 between the
hours of 4:00 and 6:00 PM. Because this analysis examines traffic conditions between 6:00
and 7:00 PM, the counts obtained in the fifteen -minute interval between 5:45 and 6:00 PM
were extrapolated over a one -hour period. This approach is most likely conservative, as
machine traffic counts collected in the area over a 24-hour period indicate that traffic volumes
decrease after 6:00 PM.
TRAFFIC CONDITIONS WITH PROJECT
In order to estimate future event traffic conditions a three -step process is followed:
• Trip Generation - The number of trips generated at the project site is calculated
• Trip Distribution - The origins and destinations of the trips are estimated
• Trip Assignment - The project trips are then added to the traffic in the surrounding
transportation network (expected future traffic)
These three steps are explained in more detail next.
MDCC Wolfson Parking Garage - Traffic Impact Study 2
Future Special Event Traffic Conditions
4/29/97 9 8 - 762
Trip Generation
This analysis assumed that the parking garage would fill with event attendees during a one -
hour period. This would result in 2,262 trips entering the garage during the peak hour. The
analysis further assumed that trips generated by the college would be exiting the garage during
the peak hour. It was previously determined in the Project's traffic impact study that 665 trips
would exit the garage during the afternoon peak hour.
Trip Distribution
In order to determine which roadways and intersections would be impacted by Project trips, it is
necessary to determine their probable paths. The Miami Urban Area Transportation System
(MUATS) model is used to forecast future year trips on the transportation network in Miami -
Dade County. Among other capabilities, the MUATS model provides origin -destination
information for each area in the County. The distribution for trips entering the parking garage
was based on a cardinal distribution provided by the MUATS for the traffic analysis zone (TAZ)
that represents the Miami Arena. The distribution for trips exiting the parking garage was
based upon a cardinal distribution provided by the MUATS for the TAZ that represents MDCC
Wolfson Campus. Figures D-1 and D-2 illustrate the proposed trip distribution separately for
inbound and outbound trips.
Trip Assignment
Project traffic was routed through the study intersections and roadway segments. The project
traffic was added to background traffic volumes to obtain future traffic volumes with the
Project, as shown in Figure D-3.
FUTURE EVENT CONDITIONS TRAFFIC PERFORMANCE
The study intersections and roadway segments were analyzed for level of service on the basis of
future event traffic conditions. Detailed outputs of the performance calculations are provided
at the back of this section and a summary is provided in the following table.
Future Levels of Service with Project
Location
PM Peak Hour
Level of Service
NE 5'
Street at NE 1' Avenue
C
NE 5"'
Street at NE 2nd Avenue
B
NE 5''
Street at MDCC Wolfson Parking Garage Driveway
A
NE 6`
Street at NE 1 ¢ Avenue
B
NE 6"
Street at NE 2"d Avenue
B
NE 6"
Street at MDCC Wolfson Parking Garage Driveway
A
NE 1 'Avenue
at MDCC Wolfson Parking Garage Driveway
B
NE 5"
Street between NE 1"Avenue and Biscayne Blvd.
D
NE 6"
Street between NE 1"Avenue and Biscayne Blvd.
E
MDCC Wolfson Parking Garage - Traffic Impact Study 3
Future Special Event Traffic Conditions
4/29/97 9 8 - 762
N.T.S.
63%
N E 6th St.
27%
xy
`x.'Y:%vx� �:C{:< };y}c f}c}` �x'`% %. �:;};}!`•;!'•fix:
> :c %. {
m is ,
36%
Lj
NE 5th St.
10%
m
Q
�a
c
N
W
Z
16%
MDCC Wolfson Parking Garage -Event Parking
Project Trip Distribution (Inbound Traffic)
m
Figure
D-1
N.T.S.
9%
46%
NE 6th St.
" 135%
45%
NE 5th St. 45% No
35%
CD
Q
c
CV
LAJ
Z
1010%00
MDCC Wolfson Parking Garage -Event Parking
Project Trip Distribution (Outbound Traffic)
5%
Figure
D-2
A
N.T.S.
1987 ----o-
1325
221 NE 6th St.
�ql♦ '*) F
612
71 768
Q I 133
N
W
z 840
trw
779 207
t
986
564
253 311
-1
816 --f LIU- �L,,
NE 5th St. 4813 �r
676
204
MDCC Wolfson Parking Garage - Event Parking
Year 2000 Event Peak Volumes
Figure
D-3
HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4e 04-07-1998
Center For Microcomputers In Transportation
-------------------------------
Streets: (E-W) NE 5th Street (N-S) NE 1st Avenue
Analyst: GK File Name: NE1-NE5.HC9
Area Type: Other 4-7-98 PM Peak
Comment: Future Special Event Conditions
Eastbound Westbound Northbound Southbound
L T R L T R L T R L T R
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
No. Lanes 0 > 3 0 0 0 0 0 3 < 0 0 0 0
Volumes 899 1088 779 207
Lane W ( f t ) 11.0 11.0
RTOR Vols 0 0
Lost Time 3.00 3.00 3.00 3.00
-----------------------------------------------------------------------
Signal Operations
Phase Combination 1 2 3 4 5 6 7 8
EB Left * NB Left
Thru * Thru
Right Right
Peds * Peds
WB Left SB Left
Thru Thru
Right Rig* Peds
Peds
NB Right EB Right
SB Right WB Right
Green 46.OA Green 46.OP
Yellow/AR 4.0 Yellow/AR 4.0
Cycle Length: 100 secs Phase combination order: #1 #5
-----------------------------------------------------------------------
Intersection Performance Summary
Lane Group: Adj Sat v/c g/C Approach:
Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS
----- ----------- ----- ----- ----- --- ----- ---
EB LT 2483 5282 0.978 0.470 26.8 D 26.8 D
NB TR 2459 5232 0.490 0.470 11.9 B 11.9 B
Intersection Delay = 21.9 sec/veh Intersection LOS = C
Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.734
-----------------------------------------------------------------------
98-- 762
HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4e 04-07-1998
Center For Microcomputers In Transportation
---------------------------------
Streets: (E-W) NE 5th Street (N-S) NE 2nd Avenue
Analyst: GR File Name: NE2-NE5.HC9
Area Type: Other 4-7-98 PM Peak
Comment: Future Special Event Conditions
------------------------------------------
Eastbound Westbound Northbound Southbound
L T R L T R L T R L T R
-- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
No. Lanes 0 3< 0 0 0 0 0 0 0 1 2 0
Volumes 289 413 64 263
Lane W (ft) 11.0 11.0 11.0
RTOR Vols 0 0
Lost Time 3.00 3.00 3.00 3.00
-----------------------------------------------------------------------
Signal Operations
Phase Combination 1 2 3 4 5 6 7 8
EB Left NB Left
Thru * Thru
Right * Right
Peds * Peds
WB Left SB Left
Thru Thru
Right Right
Peds * Peds
NB Right EB Right
SB Right WB Right
Green 53.OA Green 39.OP
Yellow/AR 4.0 Yellow/AR 4.0
Cycle Length: 100 secs Phase combination order: #1 #5
-----------------------------------------------------------------------
Intersection Performance Summary
Lane Group: Adj Sat v/c g/C Approach:
Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS
----- ----------- ----- ----- ----- --- ----- ---
EB TR 2660 4925 0.323 0.540 8.3 B 8.3 B
SB L 684 1711 0.104 0.400 12.1 B 12.6 B
T 1441 3601 0.213 0.400 12.7 B
Intersection Delay = 9.6 sec/veh Intersection LOS = B
Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.276
-----------------------------------------------------------------------
98- 762
HCS: Unsignalized Intersections Release 2.1e NE5-MDCC.HCO Page 1
Center For Microcomputers In Transportation
University of Florida
512 Weil Hall
Gainesville, FL 32611-2083
Ph: (904) 392-0378
------------------------------ -
Streets: (N-S) MDCC Parking Garage (E-W) NE 5th Street
Major Street Direction.... EW
Length of Time Analyzed... 15 (min)
Analyst ................... GK
Date of Analysis.......... 4/7/98
Other Information ......... Future Special Event Conditions
Two-way Stop -controlled Intersection
----------------------------------------
Eastbound Westbound Northbound Southbound
L T R L T R L T R L T R
No. Lanes
Stop/Yield
Volumes
PHF
Grade
MCI (o)
SU/RV' s
CV's ("s}
PCE's
0 > 3 0
N
816 479
.9 .9
0
1
2
2
1.02
0
0
0
N
0
0
0
r
Adjustment Factors
0 0 1
0
1
2
1.02
Vehicle
Critical
Follow-up
Maneuver
Gap (tg)
Time (tf)
------------------------------------------------------------------
Left Turn Major Road
5.50
2.10
Right Turn Minor Road
5.50
2.60
Through Traffic Minor Road
6.50
3.30
Left Turn Minor Road
7.00
3.40
98- 762
HCS: Unsignalized Intersections Release 2.'� NE5-MDCC.HCO Page
Worksheet for TWSC Intersection
--------------------------------------------------------
Step 1: RT from Minor Street NB SB
Conflicting Flows:
(vph)
0
Potential Capacity:
(pcph)
1385
Movement Capacity:
(pcph)
1385
Prob. of Queue -Free
State:
0.76
--------------------------------------------------------
Step 2: LT from Major Street WB
EB
--------------------------------------------------------
Conflicting Flows:
(vph)
0
Potential Capacity:
(pcph)
1714
Movement Capacity:
(pcph)
1714
Prob. of Queue -Free
State:
0.46
TH Saturation Flow
Rate: (pcphpl)
5100
Major LT Shared Lane Prob .
of Queue -Free State:
--------------------------------------------------------
0.40
Intersection Performance Summary
Avg. 95%
Flow Move Shared Total Queue Approach
Rate Cap Cap Delay Length LOS Delay
Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh)
-------- ------ ------ -------------------- --------------
3.4
SB R 339 1385 3.4 1.1 A
EB L 925 1714 4.5 3.6 A 2.9
Intersection Delay = 3.0 sec/veh
98- 762
HCM: SIGNALIZED INTERSECTION SUY[MARY Version 2.4e 04-07-1998
Center For Microcomputers In Transportation
---------------------------------
Streets: (E-W) NE 6th Street (N-S) NE 1st Avenue
Analyst: GK File Name: NE1-NE6.HC9
Area Type: Other 4-7-98 PM Peak
Comment: Future Special Event Conditions
----------- - ------------------------------
---------------
Eastbound Westbound Northbound Southbound
L T R L T R L T R L T R
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
No. Lanes 0 0 0 0 2 < 1 0 > 3 0 0 0 0
Volumes 221 547 71 768
Lane W ( f t ) 11.0 11.0 11.0
RTOR Vols 0 0
Lost Time 3.00 3.00 3.00 3.00
-----------------------------------------------------------------------
Signal Operations
Phase Combination 1 2 3 4 5 6 7 8
EB Left NB Left
Thru Thru
Right Right
.Peds * Peds
WE Left SB Left
Thru * Thru
'Right * Right
Peds * Peds
NB Right EB Right
SB Right WB Right
Green 36.OA Green 56.OP
Yellow/AR 4.0 Yellow/AR 4.0
Cycle Length: 100 secs Phase combination order: #1 #5
-----------------------------------------------------------------------
Intersection Performance Summary
Lane Group: Adj Sat v/c g/C Approach:
Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS
----- ----------- ----- ----- ----- --- ----- ---
WB TR 1225 3311 0.456 0.370 15.6 C 16.2 C
R 566 1531 0.569 0.370 17.3 C
NB LT 3066 5379 0.334 0.570 7.4 B 7.4 B
Intersection Delay = 11.5 sec/veh Intersection LOS = B
Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.427
-----------------------------------------------------------------------
98- 762
HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4e 04-07-1998
Center For Microcomputers In Transportation
---------------------------------
Streets: (E-W) NE 6th Street (N-S) NE 2nd Avenue
Analyst: GK File Name: NE2-NE6.HC9
Area Type: Other 4-7-98 PM Peak
Comment: Future Special Event Conditions
Eastbound Westbound Northbound Southbound
L T R L T R L T R L T R
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
No. Lanes 0 0 0 0 > 3 0 0 0 0 0 3 < 0
Volumes 20 574 311 253
Lane W ( f t) 11.0 11.0
RTOR Vols 0 0
Lost Time 3.00 3.00 3.00 3.00
-----------------------------------------------------------------------
Signal Operations
Phase Combination 1 2 3 4 5 6 7 8
EB Left NB Left
Thru Thru
Right Right
Peds * Peds
WB Left * SB Left
Thru * Thru
Right Right
Peds * Peds
NB Right EB Right
SB Right WB Right
Green 46.OA Green 46.OP
Yellow/AR 4.0 Yellow/AR 4.0
Cycle Length: 100 secs Phase combination order: #1 #5
-----------------------------------------------------------------------
Intersection Performance Summary
Lane Group: Adj Sat v/c g/C Approach:
Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS
----- ----------- ----- ----- ----- --- ----- ---
WB LT 2535 5393 0.286 0.470 10.5 B 10.5 B
SB TR 2368 5039 0.291 0.470 10.5 B 10.5 B
Intersection Delay = 10.5 sec/veh Intersection LOS = B
Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.289
-----------------------------------------------------------------------
98- 762
HCS: Unsignalized Intersections Release 2.1e NE6-MDCC.HCO Page 1
Center For Microcomputers In Transportation
University of Florida
512 Weil Hall
Gainesville, FL 32611-2083
Ph: (904) 392-0378
----------------------------------------
Streets: (N-S) MDCC Parking Garage (E-W) NE 6th Street
Major Street Direction.... EW
Length of Time Analyzed... 15 (min)
Analyst ................... GK
Date of Analysis.......... 4/7/98
Other Information ......... Future Special Event Conditions
Two-way Stop -controlled Intersection
Eastbound - Westbound -Northbound Southbound
L T R L T R L T R L T R
No. Lanes
Stop/Yield
Volumes
PHF
Grade
MCI (6)
SU/RV' s ('s )
CV' s ( °s )
PCE I s
0
0
0
l
N
0 3 < 0
N
215 612
.9 .9
0
0 1 <
1
0
233
.9
.9
0
1
1
2
2
2
2
1.02
---------------
1.02
Adjustment Factors
Vehicle
Critical
Follow-up
Maneuver
Gap (tg)
Time (tf)
------------------------------------------------------------------
Left Turn Major Road
5.50
2.10
Right Turn Minor Road
5.50
2.60
Through Traffic Minor Road
6.50
3.30
Left Turn Minor Road
7.00
3.40
98-- 762
HCS: Unsignalized Intersections Release 2.1e NE6-MDCC.HCO Page 2
Worksheet for TWSC Intersection
--------------------------------------------------------
Step 1: RT from Minor Street NB SB
Conflicting Flows:
(vph)
0
Potential Capacity:
(pcph)
1385
Movement Capacity:
(pcph)
1385
Prob. of Queue -Free
State:
0.81
--------------------------------------------------------
Step 3: TH from Minor Street
NB SB
--------------------------------------------------------
Conflicting Flows:
(vph)
919
Potential Capacity:
(pcph)
316
Capacity Adjustment
Factor
due to Impeding Movements
1.00
Movement Capacity:
(pcph)
316
Prob. of Queue -Free
--------------------------------------------------------
State:
1.00
Intersection Performance Summary
Flow
Move
Rate
Cap
Movement (pcph)
(pcph)
-------- ------
NB T 0
------
316
NB R 264
1385
Avg.
95°%
Shared
Total
Queue
Approach
Cap
Delay
Length
LOS Delay
(pcph)(sec/veh)
(veh)
-------
(sec/veh)
--------------
------
>
-------
3.2
> 1385
3.2
0.8
A
Intersection Delay =
0.7 sec/veh
98- 762
HCS: Unsignalized Intersections Release 2.1e NE1-MDCC.HC0 Page i
Center For Microcomputers In Transportation
University of Florida
512 Weil Hall
Gainesville, FL 32611-2083
Ph: (904) 392-0378
Streets: (N-S) MDCC Parking Garage (E-W) NE lst Avenue
Major Street Direction.... NS
Length of Time Analyzed... 15 (min)
Analyst ................... GK
Date of Analysis.......... 4/7/98
Other Information ......... Future Special Event Conditions
Two-way Stop -controlled Intersection
-------------------------------- -------
Northbound Southbound Eastbound Westbound
LT R I L T R I L T R I L T R
No. Lanes
Stop/Yield
Volumes
PHF
Grade
MCI W
SU/RV's (%)
CV's (1)
PCE's
0 3 < 0
N
838 840
.9 .9
0
0 0 0
N
Adjustment Factors
0 0 0
0 0 1
133
.9
0
1
2
2
1.02
Vehicle
Critical
Follow-up
Maneuver
------------------------------------------------------------------
Gap (tg)
Time (tf)
Left Turn Major Road
5.50
2.10
Right Turn Minor Road
5.50
2.60
Through Traffic Minor Road
6.50
3.30
Left Turn Minor Road
7.00
3.40
98- 762
HCS: Unsignalized Intersections Release 2.1e NEI-MDCC.HCO Page 2
Worksheet for TWSC Intersection
--------------------------------------------------------
Step 1: RT from Minor Street WB EB
Conflicting Flows: (vph) 777
Potential Capacity: (pcph) 559
Movement Capacity: (pcph) 559
Prob. of Queue -Free State: 0.73
--------------------------------------------------------
Intersection Performance Summary
Avg.
950
Flow
Move
Shared Total
Queue
Approach
Rate
Cap
Cap Delay
Length LOS
Delay
Movement (pcph)
(pcph)
(pcph) (sec/veh)
(veh)
------- -----
(sec/veh)
---------
-------- ------
------
-------------
8.8
WB R 151
559
8.8
1.2 B
Intersection Delay = 0.6 sec/veh
98-- 762
ART -PLAN 2.1
The Arterial Level of Service Estimating Software
(Baled on Chapter 11 of the 1994 Highway Capacity N"wal Update)
by the
Florida Department of Transportation
April 22. 1997
DESCRIPTION
Road Name
NE 5th/NE 6th St. (One -Way Pair)
NE 1st Avenue
From
Biscayne Boulevard
To
Eastbound
Peak Direction
Wind
Off-peak Direction
Study Time Period
PM Peak
417198
Analysis Date
Future Special Event Conditions
User Notes
LOS Mwww
C CHARACTERISTICS
Reference
AADT
5.6.2
K FACTOR
4.5.1
D FACTOR
4.5.2
PHF
0.925
4.5.3
ADJ. SATURATION FLOW RATE
I 1,850 1
4.5.4
% TURNS FROM EXCLUSIVE LANES
1 1
4.5.5
ROADWAY CHARACTERISTICS
Reference
THRU-LANES PEAK DIRECTION
3
4.6.1
THRU LANES OFF-PEAK DIRECTION
3
4.6.1
AREA TYPE - Urbanized,Transitioning, or Rural
U
(U,T, or M 5.5
ARTERIAL CLASS based on signal density
3
(1, 2, or 3) 4.6.2
FREE FLOW SPEED (mph)
1 25
05, 30, or 25. 4.6.3
For Arterial Tvpe and
Class:
Free Flow Speed is:
Rural
55, 50, 45, 40 or 35
Transitioning, Class 1
55, 50, 45, 40 or 35
Urban, Class 1
45, 40 or 35
Urban or Transitioning, Class 2
40, 35, 30 or 25
Urban, Class 3
35, 30 or 25
CHARACTERISTICS
Reference
ARRIVAL TYPE PEAK DIRECTION
3
(1-6)
4.7.1
ARRIVAL TYPE OFF-PEAK DIRECTION
3
(1-6)
4.7.1
TYPE SIGNAL SYSTEM
S
(P, S, or A)
4.7.2
SYSTEM CYCLE LENGTH (sec.)
100
4.7.4
WEIGHTED THRU MOVEMENT g/C
4.7.5
98- 769
Eastbound PEAK DIRECTION SPECIFIC INPUTS
IINIDIVIDUAL PEAK HOUR DISTANCE
LINK VOLUME %TURNS CYCLE EFFECTIVE BETWEEN
AADT (May be over FROM LENGTH WC SIGNALS LINK
(I if imavad.) written if direct EXCLUS. NUMBEROF SIGNALS SIGNALS (Eo in LENGTH ARRIVAL
LINK (0 if unused) meamm avail) LANES LANES 2-20 2-20 Miles or Feet) (Fr) TYPE
1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-11
11-12
12-13
13-14
14-15
15A6
16-17
17-18
18-19
19-20
0
702
389
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3
100
0.53
575.00
575
575
3
0
55
2
100
0.30
575.00
3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Eastbound
PEAK DIRECTION RESULTS
NOTES
or
LINK FROM=
THROUGH
MOVEMENT
FLOW RATE
v/c RATIO
STOPPED
DELAY
INTERSECTION
APPROACH
LOS
ARTERIAL
SPEED L 4C
(MPH) LOS
1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-11
11-12
12-13
13-14
14-15
15-16
16-17
17-18
18-19
19-20
4E 1st Ave./NE 2nd Ave759
189
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.26
0.17
9.7
19.6
B
C
10.9 D
8.0 E
NE 2nd /Bisca ne Blvd.
Eastbound Arterial Speed =
LOS =
9.3
D
mph
14.8
kilometers/hour
98- 762
Westbound OFF-PEAK DIRECTION SPECIFIC INPUTS
% TURNS CYCLE EFFECTIVE
FROM LENGTH WC
PEAK HOUR EXCLUS. SIGNALS SIGNALS LENGTH ARRIVAL
LINIC VOLUME LANES LANES 19-1 19-1 (Fr) TYPE
20-19
19-18
18-17
17-16
16-15
15-14
14-13
13-12
12-11
11-10
10-9
9-8
8-7
7-6
6-5
5-4
4-3
3-2
2-1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
594
768
475
575
0
3
100
0.46
3
50
2
100
0.36
3
"'bound
OFF-PEAK DIRECTION RESULTS
NOTES
a
LINK FROM(M
THROUGH
MOVEMENT
FLOW RATE
We RATIO
IlVTERSECIION
STOPPED APPROACH SPEED
DELAY LOS (MPEr/
ARTERIAL
LINK
LOS
20-19
19-18
18-17
17-16
16-15
15-14
14-13
13-12
12-11
11-10
10-9
8-7
7-6
6-5
5-4
4-3
3-2
2-1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
642
415
0.25
0.31
12.5 B
17.6 C
8.1 E
8.5 E
Msc./NE 2nd
NE 2/NE 1st
estbound
Arterial Speed =
LOS =
. 8.3
E
mph 13.3 kilometersihour
9 8 - '7 E
MIAMI-DADE COMMUNITY COLLEGE
WOLFSON CAMPUS
PARKING GARAGE
MAJOR USE SPECIAL PERMIT
SITE UTILITY STUDY
PREPARED FOR MIAMI-DADE COMMUNITY COLLEGE
BY:
CARR SMITH CORRADINO
4055 NW 97* Avenue
Miami, FL 33178
April 28,1998
98- 762
Miami -Dade Community College
Wolfson Campus Parking Garage
Site Utility Study
Introduction
The Miami -Dade Community College (MDCC) Wolfson Campus Parking Garage project is to
consist of a 10-story parking garage with roof deck, located between NE First and Second
Avenues, and between NE 5' and 6' Streets in the City of Miami. The garage will provide 2,262
parking spaces. The ground floor of the garage will contain 24,400 square feet of College
Support Services space and other areas such as enclosed storage, utility rooms and 5 parking
spaces. One future phase will include escalators (Phase II) along NE 2' Avenue. The total site
consists of 2.55 Acres.
I. Drainage
Existing Drainage
The site is currently vacant, and drainage consists of surface percolation with potential
overflow to the adjacent City right-of-way during a more extreme rainfall events.
Proposed Drainage System
The primary drainage system forthe project will consist of drainage wells, which will allow
the storm runoff to be fully contained and disposed of on site. The project will be designed
consistent with a 5-year design storm, DERM Water Control section D-4, part 2 of Miami -
Dade County Public Works Department.
It is currently anticipated that four 24` drainage wells will provide sufficient capacity for the
project. The final drainage design for the project will provide a drainage system consistent
with the above criteria, and consistent with all approval and permitting requirements for
the project.
Preliminary drainage computations for the project are provided in Table 1, below, which
includes the basis for design.
HDCC Wolfson Campus Garage April 28,1998
Utility Assessment Report Page 1
98— 762
Table 1
Drainage Calculations
Runoff Generation
Total Net site Area
100,965 sf = 2.55 Acres
Total Impervious Area (Intl. Wall areas) 120,428 sf = 2.165 Acres
Roof Area 83,087 sf = 1.907 Acres
Road & Parking 16,918 sf = 0.388 Acres
Exterior Wall Area (1/3 NE Corner Wall Areas) 20,423 sf = 0.469 Acres
(105'x261.33'+322.17x 105')/3
Pervious Area (green areas) 8,691 sf = 0.200 Acres
Average Runoff Coefficient
Impervious Ext. Wall Area = 0.469 x 0.95 = 0.446
Plus Impervious Site Area = 2.296 x 0.95 = 2.181
Plus Pervious Site Area = 0.200 x 0.30 = 0.060
Average Runoff Coefficient, C = (2.627 + 0.060) / 2.965 = 0.91
Design Storm 5 Year Return Frequency
Time of Concentration 10 min.
Rainfall Intensity 6.10 in/hr
Peak Runoff Q = CIA = (0.91)(6.10)(2.965) = 16.46 cfs
Assume each 24` diameter well flows at 1,100 g.p.m./per ft of head = 18.33 gps = 2.45 cfs
Peak Runoff/Flow Per Well = 16.46 cfs/(Ave. 2 ft of head x 2.45 ds) = 3.40 wells
Provide 4 - 24" Diameter Wells
Detention Tank
Design Criteria: 1.5 minute (90 sec) detention time per detention structure
Volume of Tank required for (16.46 cfs x 90 sec.)/4 =370 cubic ft/ tank or 2,770 gallon each
Interior Tank Dimensions: 7' (width) x 7' (height) x 8.0' (length) = 392 cubic feet each
MDCC Wolfson Campus Garage
Utility Assessment Report
Provide 1 tank for each well, of 392 c.f. volume each
April 28,1998
Page 2
98- 762
11. Water Distribution System
The Miami -Dade Water and Sewer Department (WASD) owns and operates the following
water mains in the vicinity of the project.
Location
Between
Water Main(s)
NE 6'h Street
NE 1 st St. to NE 2nd St.
8"
(Adjacent to the Project)
24"
NE 6* Street
West of N E 1 " St.
8"
30"
NE 6' Street
East of NE 2nd St.
12"
24"
NE 5t' Street
NE 1 st St. to NE 2nd St.
6"
(Adjacent to the Project)
NE 5'h Street
West of NE 1'' St.
6"
12"
NE 5' Street
East of NE 2nd St.
12"
NE 2"d Avenue
Continuous
Two 12"
NE 1-4 Avenue
Continuous
10"
12"
The water connections to serve the project will be installed near the intersection of NE 2m
Avenue/NE 6' Street, either from the 8" or 24" water main in 6'' Street, or from one of the
two 12" water mains in NE 2m Avenue adjacent to the site. The connections will consist
of fire line supply, domestic and irrigation water. No on -site fire, domestic water, or
irrigation wells are planned for the project.
The anticipated water demand that will be created as a result of the project is shown in
Table 2, below.
MDCC Wolfson Campus Garage
Utility Assessment Report
April 28,1"B
Page 3
98- 762
Table 2
Projected Water Demand
Business/Commercial
24,400 sq.ft. 9 10 gpd/100 sq.ft. = 2,440 gpd
III. Sanitary Sewer Collection System
The Miami -Dade Water and Sewer Department (WASD) owns and operates 8" gravity
sanitary sewer lines along NE 1 # Avenue, NE 2' Avenue, and NE 5' Street, and a 10"
gravity sanitary sewer line along NE 6'' Street, all adjacent to the project. No pump station
will be built on -site to serve this project. Table 3, below, provides a projection of the
sanitary sewage flows that will be created by the project.
Table 3
Projected Sanitary Sewage Demand
Average Daily Flow (from Table 2) = 2,440 gpd
Average Flow (gallons per minute) = 1.70 gpm
Projected Peak Flow (1.70 gpm x 3.5 peak factor) = 5.95 gpm
IV. Solid Waste Generation
Solid waste generated by this project will be collected in standard on -site containers for
refuse and recyclables. Regular pick-up service will be provided either by private hauling
companies and/or by the City of Miami Solid Waste Department, who will transport the
waste to Miami -Dade County's or private disposal and recycling facilities.
The volumes of solid waste projected to be generated by the project are shown in Table
4, below.
HKC Wolfson Campus Garage April 28,1998
Utility Assessment Report Page 4
98- 762
Table 4
Project Solid Waste Generation
Business/Commercial
24,400 sq.ft. @ 4 Ibs/100 sq.ft./day
FAPROIECA2081 \WORMSITEUTILSTY
MDCC Wolfson Campus Garage
Utility Assessment Report
976 lbs/day
(0.49 tons/day)
April 23,1995
Page 5
98- 762
MIAMI-DADE COMMUNITY COLLEGE
WOLFSON CAMPUS
PARKING GARAGE
MAJOR USE SPECIAL PERMIT
ECONOMIC IMPACT ANALYSIS
Prepared for Miami -Dade Community College
in
Gail A. Hawks, Ph.D.
98- 762
MIAMI-DADE COMMUNITY COLLEGE; WOLFSON CAMPUS 10 STORY PARKING GARAGE
Economic Imaact Analysis
The Wolfson Campus of Miami -Dade Community College is in a prime location within the
downtown area of the City of Miami. The campus is situated primarily between Biscayne Blvd.
to the east, and 2"d Avenue on the west; and between N.E. 3`d and 51h Streets. Although the
campus as a building located outside this basic area, the predominate campus population is
within these stated parameters.
The campus draw students from the Miami Beach area to the north, as for west at 871h Ave.,
and south as for as the city of South Miami. The population on campus during its peak hours
of operation (which are from 8:00 A.M. to 2:00 P.M. and again from 5:00 P.M. to 9:00),
would account for approximately 13,000 students, faculty and professional staff. These
individuals arrive at the campus predominately by automobile, whereby necessitating parking.
The campus has grown from a one store -front building to a five, multi -storied complex, with
projections for continuous growth, thereby requiring more parking facilities than presently are
provided. The campus does have access to two metro rail stations, but they do not
accommodate the bulk of campus traffic.
In order to facilitate multiple educational, community, recreational and commercial activities in
the downtown area, Miami -Dade Community College, Wolfson Campus plans to build a 10-
story parking garage would initially create employment opportunities via the construction
aspect for a minimum of 100 workers spread over an eighteen month period. The
maintenance and security components of the garage upon completion would necessitate a
staff of 20 for the operational hours projected at 6:00 A.M. to midnight.
With the location of the proposed parking garage situated amongst major downtown
properties, such as Bayside, the Federal Courthouse, the Miami Arena, the new Performing Arts
Center, and the Port of Miami, utilization of the parking garage guarantees maximum capacity
for a projected schedule of 10 months, allowing for less student flow during July and August.
The major users of the parking garage would be students, faculty, and staff of the Wolfson
Campus. Additional spaces would be available on a needs basis during special events
downtown, i.e., Orange Bowl Parade, Miami Arena and Performing Arts Center schedules.
Because the proposed garage may be accessed by three entrances and exits, one of each from
NE 15'. Ave., NE 5" and 6'h streets, the traffic flow will be smooth and not inhibit the
commercial movement to and from the Port of Miami. The garage's NE 2"d Ave. fo4ade will
be a glass frontage with landscaping adding to the beautification of downtown Miami. At
present, this side of the garage will have a 10,000 sq. ft. shell space for future usage of
College projects which would enhance the campus' downtown partnership with the City.
The proposed cost of the campus' parking garage of $28 million can be discounted by: saved
rental fee, student parking fees, parking fees assessed the general community users for prime
time events at the Arena, Performing Arts Center, special community events, i.e., Book Fair,
and the Orange Bowl Parade, as well as, fees charged on a daily basis. With future plans for
98- 762
the Freedom Tower to be developed as a museum and office facility, the parking garage has
additional potential users.
The dynamics of the "One Community/One Goal" states in the International Trade area
alone that for every $1 billion of international trade which flows through our community, 5,000
jobs will be added. Projected in international trade for Greater Miami is $60 billion by the
year 2000, and $100 billion by 2005, according to the "Mayor's Economic Summit" report.
This would mean a minimum of 300,000 extra jobs minimally, many of which would be
located in the downtown area, requiring parking. Thus the need for the Wolfson Campus 10-
story parking garage, does not only facilitate the growth of this excellent academic jewel in the
downtown area, but may also service an exploding commercial demand.
In Summary:
• The Wolfson Campus needs the 2,400 space parking garage to accommodate its own
student growth.
• To facilitate the growth of the downtown complex during its normal operational hours, this
additional facility offers potential space.
• To provide for the proposed recreational and community fine arts projects, this facility is
necessary and would be available since these activities operate at off-peak times for the
Campus.
• Construction, as well as maintenance, security and operational functions will add new jobs
to the downtown area, estimated at 120 over the next 18 months.
98- 7V0
MIAMI-DADE COMMUNITY COLLEGE
WOLFSON CAMPUS
PARKING GARAGE
MAJOR USE SPECIAL PERMIT
SURVEY OF PROPERTY
Prepared for Miami -Dade Community College
E.R. Brownell & Associates, Inc.
3152 Coral Way
Miami, Florida 33145
98 - 762
N_
112 5'
1
1
1
1
I/
to, 20 5' 25' to'
LEGEND:
• Center Line of Street CBS
• City of Miami Monument Line CG
Existing Property Line CL
— - Mapped [Zoned) Street Line CLF
— • Original Property Line CONIC
(Cj • Calculated D8
( DI - Deed DC
Mjj Measured DH
PJ • Platted EB
EM
Tj)YP) - Record
ENCR.
A/C • Alr Conditioning F.H.
APT - Apartment FD
BLDG. • Building FIP.
C/B - Catch Basin FPL
C/L - Centerline FND
NE
• Concrete Block Stucco
G
- Curb and Gutter
LB
- Clear
- Chain Link Fence
- Concrete
M/L
• Deed Book
MH
DrCu•
MW
Drill Hoyle
0/H
• Electric Box
ORB
• Electric Meter
P
• Encroachment
P/L
• Fire Hydrant
PCP
• Found
PG
- Found i/21Iron Pipe
Poe.
orlda Power and Light
• Found
R.
SKETCH
of
BOUNDARY
1. - 1. - - -
6th
war vtr[ YAli I87 55D 491CJ_ _
Tm 39 —
1111Pq WE%D 20' _
5th
- Gas
SIP
- Set f/2'Pipe LB •761.
- Board of Professional
SS
• Sanitary Sewer
Surveyors and Mappers
WM
• Water Meter
business entity number
MY
- Water Valve
- Monument Line
A, A. R
- Arc.Delta,Radius
- Manhole
Ls
- Length of Spiral
• Monitoring Mall
Ts
• Spiral Tangent
• Overhead
As
- Total Spiral Angle
- Official Records Book
&
- Delta of Circular Curve
- Pole
PC
• Point of Curvature
• Property Line
PCC
• point of Compound
• Permanent Control Point
Curvature
- Pa
CS
• Curve to Spiral
• Point of Beginning
ST
• Spiral to Tangent
• Point of Commencement
SS
- Spiral to Spiral
• Right of May Line
TS
- Tangent to Spiral
ST
SUP
II
t0 20 I5'I 25'
E Y
175
tonal Engineer No.
•
LEGAL DESCRIPTION:
Lots i through 8 inclusive, less the East 10.00 feet thereof; together with
the South 46.5 feet of the North 100 feet of Lots 9 and 10; together with
Lot f4; to
with Lots L5 and 16, less the South iO.DO feet thereof;
together with Lot f7; together with Lots tB through 20 Inclusive, less the
East 10.00 feet thereof, and also less the South 10.00 feet thereof of said
Lots 18 through 20. and also less a portion of said Lot 20, being more
particularly described as follows:
Commence at the Southeast corner of said Lot 20 thence North 2'f7'31' West
along the East boundary of said Lot 20 for MOO feet; thence South
67'40'32' West along a line fO.00 feet North of and parallel 'to the South
boundary of said Lot 20 for 25.52 feet to the POINT OF BEGINNING; thence
continue along the last described course of 20.01 feet; thence North
A.t6'26' West for 15.99 feet; thence Worth B5143'34' East for 20.D0 feet;
thence South 4116'26' East for 16.67 feet to the POINT OF BEGINNING.
All lying within Block 62N, A.L. KNOWLTON'S MAP OF MIAMI, according to the
Plat thereof as recorded In Plat Book 'B' at Page 41 of the Public Records
of Dade County, Florida.
'SURVEYORS NOTES:
hearings are based on an assumed meridian where the centerline of N.E. 5
Street bears South 8742'08' West.
Flevatlons are referred to City of Miami (Mean Low Bay) Datum and are based
upon a Cltr of Miami Benchmark the same being PK nail In Brass Masher
!.Cate in the Southwest corner of the intersection of WE 5th Street and WE
At Avenue, stamped Elevation. 11.96.
iona
1ze�N0at0191I J, FIRM Dater
09130/72Flood Insuance RateandpRevised with anoeffective adate for Florida, CmmunitPnel No.
53/02/94. published by the United States Department of Housing and Urban
;Jerelopment, delineates the herein described land to be situated within
'_one 'X•.
Underground Information Is taken from the best available sources, but
should be verified by owner or his agent before using. Only the surface
Indications of undergyround utilities have been located. There may be other
:nderground utilities In addition to those evidenced by visible
appurtenances as shown on this sketch.
Underground footers have not been located.
The location
gg of the centerline of the track (Guideway) is based on the
,GuldION of the
4ETROMOYERAIiTMeent ofisets,fromwthenthe centerllne of thelans for eInboundd ttrackk to the
lght of way Ilne as shown have been calculated from said data and
supported by field locations of the running Dad support beams.
Rights of May as shown are based on recorded Plat(s), recorded Right of May
deeds as noted and the City of Miami Public Works Department Municipal
Atlas Sheets. Right of May locations supported only by City of Miami Atlas
She have not been abstracted nor does the City of Miami warrant them.
There are no 'PLATTED' easements shown on the said plat of THE CITY OF
MIAMI, also known as A.L. KNOWLTON'S MAP OF MIAMI.
The Subject Property as described heren contains 11f,566 square feet more
i
or less or i00,769 square feet more or ess to the Zoned Street Line.
There may be restrictions other than those disclosed hereon that affects
the development potential of the subject property.
SURVEYORS NOTES:
This is to certify to Mlaml-Dade Community College Foundation, Inc, the
District Board of Trustees of Miami -Dade Community College, Guttman 8 Del
Valle, P.A. and First American Title Insurance Company, that the 'Boundary
Survey' of the herein described property Is true and correct to the best of
ayy knowledge and belief as recently surveyed and platted under my
direction, also that there are no visible encroachments other than those
shown. I further certify that this survey meets the Minimum Technical
Standards set forth by the Florida Board of Professlot!ai Surveyors and
Mappers pursuant to Chapter 472.027 Florida Statutes.
E. R. BROWNELL & A DCIATES, IN�C.� .►
Not valid without the signature Thoma� xec.Yics Preslden7�-w_ c..+
and the original raised seal of a Professional LaM Surveyor 02891
Flgrlda licensed surveyor and mapper. State of Florida
MIAMI DADE COMMUNITY COLLEGE
E. R. BROWNELL & ASSOC I ATES, INC.
CONSULTING ENGINEERS LAND SURVEYORS
3152 Coral Nay Miami. Florida, 33145
PHONE: (305) 446-3511 FAX: (305) 444-203A
Drawn D :NLN/TB Bef.LS-t967 LS-1967A JN 51945P 51945T Sheet 1 of 2
Des. by: J. N. 53986 FB 728-76 834-13 835-75 St. No.
Cnk. Dy:15 _.. Scale: 1' 30' [late: 02/26/99 LS: 2036
MIAMI-DADE COMMUNITY COLLEGE
WOLFSON CAMPUS
PARKING GARAGE
MAJOR USE SPECIAL PERMIT
DRAWINGS SUBMITTED
9 - 762
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1
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1
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a
N.T.S.
MDCC Wolfson Parking Garage
Project Location
98- 762
CORRADINO
CARR SMITH CORRADINO
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CARR SMITH CORRADINO
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CORRADINO
CARR SMITH CORRADINO
MIAMI-DADE COMMUNITY COLLEGE
WOLFSON CAMPUS
PARKING GARAGE
PRESIDENT
DR. EDUARDO PADRON
BOARD OF TRUSTEES
MR. MARTIN FINE (CHAIRMAN)
MR. NEWALL DAUGHTREY MS. MARIA ELENA PRIO
MS. BARBARA A. IBARRA REVEREND WALTER T. RICHARDSON
MS. CRISTINA L. MENDOZA MR. LOUIS WOLFSON III
wa <er�
Parking Consultants/Engineers, Inc.
Structural Engineers
4902 Eisenhower Blvd
Suite 281
Tam 33634.
(8 3rFL 58W
MAJOR USE SPECIAL PERMIT APPLICATION SUBMITTAL
MAY 1, 1998.
CARR SMITH CORRADINO
4055 NW 97th AVENUE
MIAMI, FLORIDA 33178
TEL 305.594.0735
�.a
98- 762
ZONING INFORMATION AND CALCULATIONS
i tira,clh 8 Inclusive, less the Eau 10A0 foot throor, together With
Lou
b ,oath 3 fro of the North I0m root or Lou 9 and 10, together With
Lot u, togetherWith Lou 15 and 16, less the South I000 root eTiroof,
together Wlth Lot 11, to With Lots 18 through 20 Inclusive, less the
East IVA foot thlar , and also less the South 1000 rest thlereo► or said
Lou 13 through 20. and also less a portion of said Lot 20, being Wore
particularly Toed as rollous.
Commence at the Southeast toner or said Lot 20 thence North 271.31'
West along the Eau rook boundary or said Lot 20 for 10M rothrice
South b1 2' West along a line 1000 foot North or and parallel to the
South boundary or said Lot 20 for 25.52 root to the POINT OF BEGIPINNGt
trmlee .o ry along the last described course of 2001 root, thence
North 4.1616' West ror D.99 feet, thence North 85.43'34' East for 2000
foot, thence South 4-16'26- East ror W61 feet to the POINT OF BEGINIINCs.
All 191rrl1gg Within Block 62K A.L. 104OULTON'S MAP OF MIAMI, according to
the p1aT thwoor as recorded in Plat Book b' at Page 41 or the P1�3110
Records or Dade County, Florida.
SITE BOUNDARY
North -South NE 6th Street and NE 5th Street
East-West NE 2nd Street and NE lot Avenue
ZONINCI
Central Busies. District (COD)
LOT AREA
No Lot Area-110,965 seq. rt.
Gross Lot Area - H5,812 sq. ►L
Mot Applicable)
FAR•
Allowable - Unlimited
Proposed - 0)1 -
•Based on 24,400 sq. IL or College
Support Space
• PARKING GARAGE FLOOR AREA
(FOR REFERENCE ONLY AS A PRINCIPAL USE)
830,810 sq. IL
LOADW BERTHS
Required- 0 Loading Berths
Proposed - 0 Loading B rOw
Allowable - Unlimited
Proposed -
BUl-DW I
63081 0% FL
Proposed Parld ng Spaces - 2,211
Handicap Spaces Required - 33
Wand Wand:
Hacap Spaces Provided - 33
OPEN SPACE
(Not Applicable)
NE 6TH Street (North)
Required - W-0-
Proposed - 5'-O'
NE Sth Street (South)
Required - 5--0-
Proposed - W-0-
NE 2nd Avenue (East)
Required - W-0-
Proposed - 5'-C'
NE lot Avenue (mat)
Required - W-0-
Proposed - I32'-6-
Interior Lot
Required _ 0,_0.
Proposed - Varies - 3'-O- (mNU
INDEX OF DRAWINGS
COVER
A-0 INDEX OF DRAWINGS, ZONING
CALACULATICNS, AND PARKNG COINT
L-I� LANDSCAPE ANDSCAPE PLAN
A-1 SITE PLAN
A-2 G touND FLOOR PLAN
A-3 SECOND FLOOR PLAN
A-4 3RD. 5TH, ITH, AND ST14 FLOOR PLAN
A-5 4TH, 6TN, 8T14, AND iVTH FLOOR PLAN
A-6 ELEVENTH FLOOR PLAN (ROOF PLAN)
A-1 PARKING 160METMC
A-8 PHASE I - EAST AND SOUTH ELEVATIONS
A-9 PHASE I - WEST AND NORTH ELEVATIONS
A-10 PHASE II - EAST 4 SOUTH ELEVATION
A -II TRANSVERSAL 4 LONGITUDINAL
BUILDING SECTIONS
TOTAL PARKING COUNT
5 SPACES
142 SPACES
233 SPACES
239 SPACES
233 SPACES
239 SPACES
233 SPACES
239 SPACES
233 SPACES
239 SPACES
23fo SPACES
TOTAL 2,211 SPACES
MIAMI—DADE
COMMUNITY COLLEGI
WOLFSON CAMPUS
PARKING GARAGE
SITE
10A FIAWA
CSA mom IltllElt
2WI
am MR
UkM USE SPECgL PERWT
SUBWTTAL
WE Scar
05/01/t6
CARR SMITH CORRADINO
4055 NW 97th AVENUE
MIAMI, FLORIDA 33178
TEL 305.594.0735
=0
1+•r4ins Conwmonlm/Ewpiww; �
4902 Elwt~ B W
Sul• 201
Tomes. FL 33634
a13) all—WW
OD03640
This drewWl 18 th F= a
Con SnWh C�acsd e�Moows�net
tolai�w in yorL m Y ns1 1st M
caw a any olMr m.sjswA aM i
to ss miaow es np,r.t.
SHIFT nU
INDEX OF DWGS-
ZONING CALCULATIONS,
AND PARKING COUNT
SHEET MAIM
p
,,^
INS
warner
w
w
F-
N
ui
Z
H1TIOi
4— N.E. 6TN STREET
I T
N
SITE PLAN
scALF. r - 4a-a
�W
z
W
4
C1
w
z
MIAMI-DADE
COMMUNITY COLL[
WOLFSON CAMPUS
PARKING GARAGE
SITE
I•Na RAWA
CAA PrOw NUMKR
2081
OWNER'S PWArT WASER
ISM FOR
MAIOR USE SPECIAL PERIMT
SUBMITTAL
DATE SCE
06/01/98
CARR SMTH CORRADINO
4055 NW 97N AVENUE
IMAM, FLORIDA 33178
TEL 305.594.0735
wa cerj
PC.NNp t«.yNyW/EnaMo.. Hnc.
iin id EnpYr-W
S90t Er�Mewr 9Nd
Suke 281
Tempo, R 3363�
(813) •••—•8M
EE99 0003•W
Tlp MwYq IW tM o=y d
Car Smi1N Caro.y6rw «�0�r�nd
1in
i.b.A w in PaA. R M nd 1e N.
1.W « «p NAY MoK1 Ono
v be .duw/ « �•
SHEET IRIS
SITE PLAN
— A-76 2
N
Q ®_ N.E. 6TN STREET
�
N.E. 5TN STREET
MIAMI-DADE
COMMUNITY COLLEGE
WOLFSON CAMPUS
PARKING GARAGE
SITE
WK no"
CSA. P110ECT NAM
2WI
ohms PRO= MAW
ISM root
MkM USE SPECIAL PERMIT
SuBmTTAL
Dwm 4P nou
DATE WAE
05/01/"
•--•• •
CARR SMITH CORRAdNO
4055 NW 97M AVENUE
MI MIA, FLORIDA 33178
TEL 305.594.0735
swclur I Engir
4902 E'r.Nww OW
Su4. 281FL
_
{8888-3800
EEe9 O003d/0
• r� � rr
SEk/9910RAE
TN. Oro.Yp i tly p-dMlr a
Can sma Lanais. eW :rot
1. W npro�c.A a
MwM v in y.rL � i nal b M
MMM�a. � sM i
SHIM TOLE
GROUND FLOOR
PLAN
A- 6 2
TIre I I I I I I I Ifo T
PARKING COUNT:
142 TOTAL SPACES
SCALE 1r - W—Oa
MIAMI-DADE
COMMUNITY COLLEG
WOLFSON CAMPUS
PARKING GARAGE
SITE
muk no"
GSA PNOECT NAM
2WI
OMEA'3 PWJWT mmo
ISSUED FOR
M&M USE SPECIAL PERMIT
SUBMITTAL
DATE swc
05/01/M
CARR SNUTN CORRA01NO
4055 NW 97Uh AVENUE
NIA1M, FLORIDA 33178
TEL 305.594.0735
StmPmwtu Conaultonb/EAgUnw�, Mac.
ol
4902 V902 ErWlew Bp0
SLa* 281
Tonga, R
(II 888-5800
ds 0003sW
mks
7Na aro.Ina 1a uIa Pop-1P a
Can SnMh C�oncoo�, oeMow. not
.b1al�ar M prE 8 I. nel 1s I.
IMa ww i
10 Oa IMVIMa M nMrl.
SNTE1 MU
SECOND
FLOOR
PLAN �j
A---3 / 6 2
N
3RD, 5TH, 7TH, AND 9TH FLOOR PLAN
scALET t - w-v
PARKING COUNT:
233 TOTAL SPACES
MIAMI-DADE
COMMUNITY COLLEGE
WOLFSON CAMPUS
PARKING GARAGE
SITE
CNA. rFA= NAM
2091
owtxs wlow NUIRF
am MR
M&M USE SPECNL PERW
SUBWTTAL
DRAW 49PB01m
DUE SCALE
93roI/+.
•" •
CARR SMITH CORRADINO
4055 NM 971h AVENUE
MIAMI, FLOR10A 33178
TEL 305.594.0733
ParYiM CenwMonb/Engi»r.. YK.
:Inchrd Engines.
Suitt C.rrw.r BI.e
Suit. 281
Tenpe, R S167S
(813) 888-5800
��99 OOD]MO
ra •
w" :nrY�Up�9 �� rc�ioGy�wY oe
luol�r in pA. N Y nd b W
M
SHEET nu
3RD, 5TH, 7TH,
AND 9TH FLOOR
PLAN
"710% 2
N
T I io 4 T 4 4 P P 4 4fo T
6TH.
_
� ft« i,_ s
�.�
f,_A
8TH.
AND 10TH
FL009-PL4,,V
8CALc- r - w-w
PARKING COUNT:
239 TOTAL 5PACE5
91
MIAMI-DADE
COMMUNITY COLLEGE
WOLFSON CAMPUS
PARKING GARAGE
SITE
WAK FLOM
w P90ECT MAIM
2081
OMEXS I'MMUT MAW
amim
MkM USE SPECIAL PERMIT
SUBWTTAL
9l om APP m
WE MILE
os/01/m
•" • •
CARR SMITH CORRADINO
4055 NW 97th AVENUE
1NAW, FLORIDA 33173
TEL 305.594.0735
P'Miin9 G2::*nb /E+giww.. tic.
4902 Eial Enginwo
Suite 281 9W
swt. es1
tTDo3sa
This gro•Y t"th. P oponr of
cw S.0.Winal
low « copoA M ••olo a yorL A Y nd b
M nA�iu/ a � ano Y
SIFEI IIIIE
4TH, 6TH, 8TH,
AND 10TH FLOOR
PLAN
A-7 6 2
N
ELEVENTH FLOOR PLAN ( ROOF PLAN)
SCALE f - W-0'
PARKING COUNT:
236 TOTAL SPACES
MIAMI—DADE
COMMUNITY COLLEG
WOLFSON CAMPUS
PARKING GARAGE
SITE
M1y RAI"
w PrAw Wimm
2WI
004n PMRCT MAW
am MR
M&W USE SKCAL PERMIT
sueMlrrAL
WE ma06ro1/N
CARR SWTN CORRAOINO
4055 NW 971U AVENUE
MAW. FLORIDA 33178
TEL 305.594.0735
FA M-M
PaM14y ghi Yee.
SUuclvd Engiewr�
s902 Ewiio�r BIYO
Suite 281
Tomps, FL ].M34
(913) 999-5900
E9 0003540
ester
Carr 511r1 th �T:Istm q��y �n�OpiY of
Wrl"
—d r in prL R Y not to a
M Ylr a1M p1ejM II/
r a
s m fill
ELEVENTH
FLOOR PLAN
(ROOF PLAN)
I= 2
ma
ISOMETRIC (j
TOP FLOOR
Y 2li rrA[]J
N ••
NIIVTH FLOOR
4, ffiGHTH FLOOR
arsrAus
SEVENTH FLOOR
m,0�
j, SIXTH FLOOR
nsaAus
i, FIFTH FLOOR
a,.rAu,
(, FOURTH FLOOR
s>lrrAus
s THIRD FLOOR
m aAus
1, SECOND FLOOR
wrrAus
s GROUND FLOOR
arrAus
MIAMI-DADE
COMMUNITY COLLEC
WOLFSON CAMPUS
PARKING GARAGE
SITE
MM nap
caw Haar M�ael
2WI
oasts now mmo
GMFM
M&M USE VW& Per
sueMrrAL
owol �wlm®
o� apt
aWl�
CAM SM CONtAOM
4M Nw Oft AVM
rAK FUXWA 3M-M
1& 306.3"0r-
no
FL
6
emir
sot/sowm
ili ��y
*-b Y ow pgry d
cw 2.2 AnM aM�IYN�oI
�MM~iMMMrt RYntYM
bb MwMIZ11
aw arc
PARKING ISOMETRIC
9 16i1
A-7
Q Q 4 Q Q Q Q Q
I I I I I I I I
NUM I — EABT BMA710N
9WaM1O-Q
I II I I
ROM 1— 80M EMAMM
ec" r-w-w
4 Q Q 4 4 Q�4
I I I I I I I I
I I I I I I I I
I I I I I I I I
I I I I I
MIAMI—DADE
COMMUNITY COLLEGE
WOLFSON CAMPUS
PARKING GARAGE
SITE
WN+L Raa
C.SA pf4w wimm
2WI
LiSM FIX
MAJOR USE SPECIAL PERMT
SUBMITTAL
CUM Affloo
WE s4"
05/01/m
•-- •
CARR SWTN CORRADINO
4055 NW 97U AVENUE
W WA, FLORIDA 33178
TEL 305.594.0735
51ivc ud E E, * b�
4902 E'Ww*w 91W
Suit* 201
Twrge, R 1363t
(!13) Bee-seoo
E9 00039/0
• r�.rr •
•
T1w ao.I "th. F �y a
car. S.r:.ayey.c•i .c.oep:W.a
.IwMvin prL lYnd bM
SKU rmt
PHASE 1 —
EAST & SOUTH
ELEVATIONS
SHM wim"
— A—
I I I ( I I
I I I I I I I I
I I I I I I
PFAN 1-1NBffr ftMA71ON
eau r9va
I I I I I I I I I I I I I
� r•r o H>w.�wr�r
I I I I I I I I I I I I I
PHA►N 1- NOM ELEVA M
9aanro9v-o•
MIAMI-DADE
COMMUNITY COLLEGE
WOLFSON CAMPUS
PARKING GARAGE
SITE
006% nom
C.SA maw NWBER
2W)
o"im M0,w lam"
ISS" FW
WaR USE SPECK PERAET
SUBMTFAL
DRABN Al"" m
DALE SCALE
05/01/98
-- .
CARR S18TN CORRADINO
4055 NW 9701 AVENUE
NIAAN. FLORIDA 33178
TEL 305.524.0733
Par►Inq eonrNaK•/EngYws. Ye.
Slnci EngiH••rt
4902 EsrHIH•••r 81W
Soil• Y81
Tempe, R 33834
(813) 888-5800
EEB9 OOW840
S61L/S1CIM111E
T'" *" Y=•popor(y of
Con S. Len ••a : na
/o b �•po�cW ar
•IwY > In ywl 8 Y nd to W
ww on aq MO•r projM aM Y
4 M n1WN M neuM.
sNEET TmE
PHASE I -
WEST & NORTH
ELEVATIONS
SHEET MAW
8-6-97 6 2
I I I I I I I I
PHAN 1- EW EMA7101
I I
I I I I I I I
I I I I I I I
I I I I I I I
PFIAN 1- 9MM aEilAT10N
sm" fl7-0
I I I I I I
I I I I I I
MIAMI—DARE
COMMUNITY COLLEGE
WOLFSON CAMPUS
PARKING GARAGE
SITE
MNR nAwk
c3A PFALM MAW
2WI
a"rolt
UAJM USE SPECWL POW
SUe►rnK
MAW
WE SC4 E
05/01/90
••• •
CARR SWTN CORRADINO
4055 NW 970N AVENUE
MAW, ROR10A 33178
TEL 305.594,0735
Pam" e.nwewwyE,nw., ln..
swn�.d rry:wn
Suits E'a•MO•a 9Ad
s.x. zel
Tanpo, R ]]874
(81]) 888-5800
iiBB 0007840
•
TN• =k y 8r yrop�ty 19
O•n Sn YA L.na? r •nit i not
1. 0, nPro.uc•0 a �cp•A
•Aol. a n yrL . i nd Is 4�
u.•. a _ Miry pejM -/ *
M M n4rnM M nN'•M.
SNTET nu
PHASE II
EAST & SOUTH
ELEVATIONS
go-62
Nt &TN *TwAwf 9C111".1
O O O
U
O O O O
IAI�_IbI■P T�
■-II-_II■_I _ _
Alb■P
Ada■� _
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�■_IbI_�IAI
■��■
■11-II
■��■
lml
MWMMM
■EE■
�■N—A
■�C■
9■tl■i
OWN
TRANSVERSAL SEC11ON
KCAL& r - w-O•
1
1
1 1
1 1
I
LONGITUDINAL SECTION
SCALE r - w-o'
O O
O
O
O
b'��■1�1�
l�ih
ij
--■�i�1�i1�
��
l"�ih
MIAMI-DARE
COMMUNITY COLLEG
WOLFSON CAMPUS
PARKING GARAGE
SITE
N1k no"
CSA R464Cf MAW
ZOB,
amIN
W" USE SPECIAL POW
SUBWTTAL
DRAW APPRaSn
WE
06/01/96
CARR SMITH CORRADINO
4055 NW 97th AVENUE
MI MIA, FLOR10A 33178
TEL 305.594.0735
Mw
S1ru.tval Easo; InG
n
4902 Ei•.raro BW
SW. 251
Tompa. R 338J4
(!13) 899-5800
E• 0�00�3MW .
. MAL-.
Thb prowk y th. P rtr .1
Corr Sni. C.n .M i. not
I* a, a enoolpobp n
-�i. a any � ryojsl •w i
SHM
m M n4nW on niprM.
Tma
TRANSVERSAL dt
LONGITUDINAL
SECTION
9 s
flQf IIU
A-11