Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Submittal-One Bayfront Plaza MUSP Application
I. PROJECT INFORMATION II.PROJECT DESCRIPTION ONE BAYFRONT PLAZA MAJOR USE SPECIAL PERMIT PROJECT DESCRIPTION SECTION II. 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 Development Impact Study 1 ONE BAYFRONT PLAZA MAJOR USE SPECIAL PERMIT PROJECT DESCRIPTION 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 Section I. (b) Statement describing in detail the character and intended use of the development of activity. This premier location, located at 100 South Biscayne Boulevard, is situated at the south end of the widest section of Miami's main thoroughfare, Biscayne Boulevard, overlooks both Biscayne Bay and Bayfront Park. The site, encompasses two full city blocks containing approximately 100,000 square feet of net lot area, is bounded by Biscayne Boulevard, SE 1st and SE 2nd Streets and SE 3rd Avenue. It is directly across from the main Metromover station and is one block from 1-95 entrance and exit ramps. It is the ideal location is for redevelopment of what will become Miami's largest and most prestigious office tower. The project will rise 70 stories and will reach a height of 1,049 feet to the top of the decorative spire. The views will be unparalleled. One Bayfront Plaza project will encompass approximately three million square feet and will include 2,125,100 square feet of Class "A" office space in one tower, and a 850 room luxury hotel in a second tower. Additionally there will be 112,000 square feet of retail space and a parking garage with nearly 2,563 spaces in the pedestal base that takes in two full city blocks. The development will serve as a catalyst to attract new investment activity and is the ideal project in size, scope, location and amenities to attract national and international business. The office tower will have large open and flexible floor plates with 35,000 square feet each. The floors will have spectacular direct bay views. 2 The 850 key, world class, full service hotel tower, will be supplemented by 120,000 square feet of banqueting and exhibition space to serve significant conventions and meetings as well as the needs of the office and the retail component. This hotel component in the center core of Miami will in itself will have a significant positive impact on the City as it will increase the central business district hotel room inventory by more than 20%. The project will also provide two full levels of premium retail mall space in addition to the street level retail areas, for a total 120,000 square feet of retail space. This is a key element as The Miami Downtown Development Authority projected a need for 400,000 additional square feet of retail space to service only the current downtown office and residential needs and One Bayfront Plaza's retail component will provide 30% of that need. The project's retail mall will also create a parallel destination for the 12 million annual visitors to Bayside Marketplace as well as for the more than 4 million annual cruise ship passengers. The Office Tower's grand entry plaza is highlighted with a multi -story glass atrium that incorporates street level retail directly on Biscayne Boulevard. Additional street level retail is located on the other three streets fronting on the site. The Office Tower and the Hotel Tower are efficient, and clean modern designs, and the Pedestal's features and design have been incorporated so as to create a pedestrian level "curb appeal" that ensures it becomes an integral part of the City's future. Drawings showing the architectural character and location of the intended uses are included under Section III, TAB 6 of the Supporting Documents. (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 in Section III, 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 3 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 included as Sheet A-101 under Section III at 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 Locator Map located under Section III at TAB 6 of the Supporting Documents. (2) Exact location of all buildings and structures; (3) The exact location of the proposed buildings located on the Property is shown on the survey located in Section III under TAB 5 and TAB 6 of the Supporting Documents. 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 Section III at TAB 2 of the Supporting Documents. A vehicular drop-off for the Office Tower's tenants and guests will be accessed by a through -site 2-lane connection from SE 1st Street and SE 2nd Street, and valet parking for visitors will be available. Banqueting and exhibition visitors will be able to also utilize these drop-off lanes for valet service. Internal "valet only" ramp access lanes are contained completely inside the property. The Hotel Tower will have a drop-off directly on NE 3rd Avenue, with valet service available. Hotel visitors and guests will be utilizing the valet service. This drop off is designed not to impede pedestrians. (4) Off-street parking and off-street loading area; Multiple ingress and egress ramps, accessed through security gates equipped with remote smartcard automatic vehicle readers known as 4 "AVI's" allow office tenant and employee vehicle access to the upper level off-street self parking levels. These ramps will occur on both SE 1st Street and SE 2nd Street. Hotel guests will utilize the valet service and will not self park. Service vehicles will access the fully enclosed Loading Docks from SE 1st Street, and all loading and deliveries will be monitored by a full time Dock Master. (5) Recreational facilities locations; Recreational facilities including swimming pools spas, cabanas and gazebos are located on the main recreational deck, atop the Tower's pedestal. An observation deck is also located at the top of the office tower. The facilities are shown at Sheet A-109 and A-114 in Section III at TAB 6 of the Drawings Submitted. (6) Screens and buffers; Landscaping and buffer areas are indicated on the Landscape Plans at L- 1.0,L-2.0 and L-3.0, in Section III at TAB 6 of the Drawings Submitted (7) Refuse collections areas; (8) Waste removal and recycling will be provided by a private company. A detail of the area provided is shown on Sheet A-102b in Section III at TAB 6 of the Drawings Submitted. All building services are located in the internal core of the building. Access to utilities and points of utility hookups. Access and connections to site utilities are discussed in the Site Utility Study located under Section III at 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) The various permitted uses. FLOOR AREA CALCULATIONS 5 (f) (g) The FAR and Floor Area Calculations are identified in the Data sheets under Section I at TAB G and at Section III TAB 6, Sheet A- 001 of the supporting documents. (2) Ground coverage by structures. BUILDING FOOTPRINT The total Building Footprint and Ground Coverage are identified in the Data sheets under Section I at TAB G and at Section III TAB 6, Sheet A-001 of the supporting documents. Tabulation showing: (1) The derivation of numbers of off street parking and off street loading spaces shown in (d) above: There are 2,560 off street parking spaces provided as required by Code. In addition there are 3 excess parking spaces provided in the building. It is important to note the utilization of Valet Services ed by the Office Tower and Hotel Tower will increase the capacity of the parking facilities by approximately 250 to 300 spaces. Nine (9) loading bays are provided according to the Code. The Loading areas are fully enclosed under cover. (2) Total project density in dwelling units per acre. The project does not contain dwelling units. 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. All common facilities will be maintained by either the property owner, or the hotel and office management company. (h) Storm drainage and sanitary sewerage plans. (i) Storm drainage, water distribution, wastewater and solid waste generation provisions are discussed in the Site Utility Study located under Section III at TAB 3 of the Supporting Documents. Architectural definitions for buildings in the development; exact 6 (i) number of dwelling units, size, and types, together with typical floor plans of each type. The project does not contain dwelling units. Details pertaining to the building are included under Section III TAB 6 of the Supporting Documents. The Retail Area is also shown under Section III, TAB 6 of the Supporting Documents. Plans for signs, if any. Retail identification signs will be located on the storefronts. The signs will be sized and styled in compliance with the required regulations. A Retail/Commercial Tenant Design Booklet is planned. (k) Landscaping plan, including types, sizes and locations of vegetation and decorative shrubbery, and showing provisions for irrigation and future maintenance. (I) (m) The Landscaping Plan located on Sheet L-1.0 through L-3.0 at Section III 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 property owner and hotel management company. Plans for recreation facilities, if any, including location and general description of buildings for such use. Recreational facilities including swimming pools spas, cabanas and gazebos are located on the main recreational deck, atop the Tower's pedestal. An observation deck is also located at the top of the office tower. The facilities are shown at Sheet A-109 and A-114 in Section III at TAB 6 of the Drawings Submitted. 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 Section III at 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 Tower are included under Section III TAB 6 of the Supporting Documents. Computer generated renderings of the project are also included under TAB 6. 2. Section 1702.2.1 General Report. (1) Property ownership or ownership's 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 Section 1.B & C. (2) The nature of the unified interest or control. (3) The nature of unified interest or control is indicated in Section 1. Survey of the proposed area showing property lines and ownership. A copy of the survey of the Property is included under Section III 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. (5) The existing site features and utility lines are shown on the survey of Property located under Section III TAB 5 and the Site Utility Study located under Section III at TAB 3 of the Supporting Documents. The following exhibits are also included with the Major Use Special Permit Application: (a) Location Map: Map of the surrounding street system indicating the project location in Section III TAB 6. (b) Aerial: Aerial photograph of the surrounding area indicating the project site in Section III TAB 6. Materials to demonstrate the relationship of the elements listed in (4) proceeding 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 8 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 on plate 49 indicates the existing and surrounding zoning. The surrounding zoning is CBD. The comprehensive plan future land use designation for the Property is "Central Business District." The zoning and the comprehensive plan designation are consistent with one another. 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, services systems and similar uses). Section 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 are provided to 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 Section III at TAB 6 of the Supporting Documents. b. Existing zoning and adopted comprehensive plan principles and designations. The Project conforms to the CBD zoning for this 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 approximately 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 Section III at TAB 2 of the Supporting Documents. b. Economic impact data shall be provided, including estimates for construction costs, construction employment, and permanent 9 employment. The Economic Impact Study is included under Section III at TAB 4 of the Supporting Documents. c. A housing impact assessment. The Project does not include residential units. 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 project will utilize heat resistant, tinted glazing. All exterior and landscape lighting will be controlled by means of time clocks and photocell switches. Energy saving lamps, ballast's and fixtures are will be installed in the common areas and garage. Energy Star Appliances will be installed where appropriate. e. Historic buildings. The site contains an 18 story exisiting office building with parking and retail facilities constructed in approximately 1958. There is no record of historic structures on the site. f. Environmental zone. The Property is not located within an environmental preservation district. 10 III. SUPPORTING DOCUMENTS EMI OMm MIME ME IMO ME MEN 1t1► ...1114N .I. ‘0► 1 ONE BAYFRONT PLAZA Florida East Coast Realty .lII :1ii IR! l:lu • ly, mid !�a riru;y,i4 1g1!I I!! ry91�7g� u�l!3lljiWh�. ;d�tttlH;�!!hit. !Iriilki��: ' li!lgv�!1.. . a + ::: 1tl liiry 'Ml1191!°.! rl ll!i'!I;' ' If ,i,i y�''! J1?}nlpr ir: d . - • I,I!pllpNi'! ll' $. !!!!9!i .1 ;;l1'voi IRIlti1111111tIm p :, . : IIIIIIIII!!i!,,jl i tr� itrtyrrtttlimmom Nlr t• IlgISIH!Uji. r' --11111 ! r) . Itti Florida East Coast Realty aVA Major Use Special Permit One Bayfront Plaza 100 S. Biscayne Blvd. Miami, FL 33132 Prepared By: FLORIDA EAST COAST REALTY 100 S. Biscayne Blvd. Suite 900 Miami, Florida 33132 CCA ARCHITECTURE VI AVNIN(, 1. I.V r(. (tl()S". 232 Andalusia Ave. Suite 230 Coral Gables, FL 33134 Bilzin Sumberg Baena Price & Axelrod LLI' Kimley-Horn and Associates, Inc. Sharpton, Brunson & Company, P.A. A.M.P. Art and Design Corp. 1 ONE BAYFRONT PLAZA MAJOR USE SPECIAL PERMIT MINORITY CONSTRUCTION EQUAL OPPORTUNITY STATEMENT Prepared by: TWJ, LTD CORPORATE STATEMEMT: IWJ, Ltd. is committed to ensure that our organization, and the organizations with which we contract, reflects the cultural and ethnic diversity of the areas within which we operate. To this end, we warrant to administer ourselves in such a manner as to guarantee equal and fair employment practices. We shall not discriminate with regards to race, color, religion, sex, age, national origin, handicap or veteran status. POLICY: Recruitment, selection, placement and layoff decisions will be based solely on candidates or contractors job related qualifications and abilities, consistent with job requirements. All employees, job applicants' and/or contractors are guaranteed equal employment opportunity without regard for race, color, religion, sex, national origin, handicap or veteran status. Personnel policies and practices including compensation, benefits, safety and health programs will be so governed. Furthermore, all necessary steps will be taken to ensure that each employees work environment, regardless of corporate origin, is free from unlawful discrimination of harassment of any kind related to race, color, religion, sex, national origin, handicap or veteran status. 2 04/04/2007 18:15 FAX LiRS Z 002/003 7710 April 4, 2007 Ms. Lilia I. Medina, AICP Assistant Transportation Coordinator City of Miami, Office of the City Manager/Transportation 444 SW 2nd Avenue (10th Floor) Miami, Florida 33130 Fie: Ono Bayfror m Plaza (WO South iscaync Boulevard) Sufficierloy Letter -- W. :h. # 175 Via Fax and US Mail Dear Ms_ Medina: Subsequent to our February 27, 2007 review comments for the subject project, we have received the formal response from Kimley-Horn and Associates Inc, (KHA) dated April 2, 2007. Photocopy of rig-.i'A's responses a.e attached herewith. At the Large Scale Development Committee meeting for this project held on January 31, 2007, one of the major issues raised was the large volume of vehicular traffic that will need to access the site during the AM peak hour and the resulting long vehicular queues anticipated to be formed at the entrance driveways to the project along SE 1 at Street and SE 2nd Street_ The applicant's Traffic Impact Analysis proposes to make maximum use of the trip reductions related to transit and pedestrian facilities per the adopted Miami Downtown Development of Regional Impact, Increment II; a total trip reduction of 32.6% (22.6% transit and 10% pedestrian) to minimize the traffic impact. Eurher, the final recommendations from the Du Pont Plaza Traffic Circulation Project Development and Environment Study indicate that SE 2" Street will remain one-way westbound. In addition, the City is not considering converting SE 1st Street to two-way traffic. SE 1st Street was transferred to the City by the Florida Department of Transportation (FDOT) on May 26, 2006. Maintaining the three -lanes in the eastbound direction along SE 1'` Street and five -lanes along SE 2'd Street could ease the capacity problems associated with the queuing and leave enough lane capacity for other vehicular traffic. In order to achieve the large trip reduction, the applicant's response states they will commit to the following specific Transportation Control Measures: 1. Provide transit information within the lobby of the project's buildings. 2. Provide designated bicycles storage areas and shower facilities for tenants/employees within the project's buildings. 3. Require tenants to preside free/subsidized Metrorail/Metrornaver passes to employees (Miami -Dade Transit Corporate Metro Pass Program). Metromover is currently free. 4. Provide rent discounts For tenants who encourage carpooling and encourage transit ridership. URS Conoraran Lakeshore Conplax 5100 NW 33rd Avenue, Suite 150 Fort Lauderda€e, 5. 33309-6375 T6I: 954. S -1SS1 Fax: 9$4_739 17a9 04/04/2007 18:15 FAX URS {J003/003 Sufficiency Letter 975 One F jyfront Plaza (WO South Biscayne ffw.uievrd) i ss. Lilka 1, Medina, A CP ,prll 4, 2007 Page2of2 5, Provide a discount on runt if the tenant utilizes less parking spaces or charge higher fees for tenants needing additional reserved parking spaces. 6. Provide an on -site rideshare coordinator (South Florida Commuter Services Program). 7. Provide designated, reserved and preferred parking spaces for carpoollvanpooi vehicles (South Florida Commuter Services Program). B. Provide a hotel shuttle to/from the airport_ The applicant has proffered to '-p ovide a direct, enclosed connection (an elevated pedestrian bridge) from the project site across Biscayne Boulevard to the Bayfront Park Metromover Station_ The City's design standards do not promote elevated pedestrian bridges, but, rather, at grade crossings to enhance pedestrian activity at the street level. Instead, the applicant should complete a pedestrian study in accordance with the requirements of FDOT to analyze the need for a pedestrian crosswalk at the SE Street signalized intersection across Biscayne Boulevard (south leg). Currently, there is no pedestrian crosswalk at that location. There is also no crossing at the intersection of SE 2nd Street and Biscayne Boulevard to allow pedestrians a direct connection to the Metromover Station. The study should be completed before the issuance of a building permit for the project If warranted, the applicant should fund and construct the pedestrian crosswalk before the issuance of a Certificate of Occupancy. The development approval should be conditioned upon the applicant fulfilling the commitments noted above, Further, the site plan should identify the location of the designated bicycle storage area and public shower facilities. In response to the vehicle maneuvering (turning path), the response letter states that the loading area design showing vehicle maneuverability was reviewed and approved by Elyrosa Estevez, P_E., City of Miami Public Works Department. Further, the applicant is proposing to have a dock -master to schedule and receive the delivery vehicles. We received a copy of the plans and they are attached. Vehicles serving the hospitality trade such as limousines and tour busses are recommended to access/egress through the parking areas internal to the buildings. At this time, we conclude that the applicant's Traffic impact Analysis report, along with the subsequent submittal, meet all she traffic requirements and the study is found to be sufficient with the aforementioned conditions. Should you have any questions, please call me at 954.739,1881 _ Ra Shenm r17 P E. Sek for Traffic Engineer Attachments cc: Mr. Antonio E. Perez Planner lI, City of Miami (Fax.- .%5.416.1443) Mr_ John McWilliams, PE, K=fA, Inc- (Fax: 954.739.2247) ONE BAYFRONT PLAZA MAJOR USE SPECIAL PERMIT TRAFFIC IMPACT ANALYSIS Prepared By: Kimley-Horn and Associates, Inc. 5100 NW 33rd Avenue, Suite 157 Fort Lauderdale, Florida 33309 Kimley-Horn and Associates, Inc. April 2, 2007 Mr. Raj Shan►nugam, P.E. URS Southern Corporation 5100 NW 33rd Avenue, Suite 150 Fort Lauderdale, FL 33309 Re: One Bayfront Plaza MUSP Traffic Impact Analysis Response to Comments Dear Mr. Shanmugam: We received your comments dated February 27, 2007, regarding the traffic study submitted for the above referenced project. We offer the following responses: 1. For transit and pedestrians, the 22.6% and 10% reductions are the maximum trip reduction allowed for model split consistent with the Downtown DRI H. If using the maximum reduction, the application needs to have realistic TCMs that can support the maximum model splits. Comment noted. 2. As discussed at the March 23 meeting at FDOT, the proposed valet service will increase the number of trips made by the same vehicle. As such, the traffic entering and exiting the driveways will have to be modified. The analysis will have to reflect the correct volumes using the driveways and as a result the traffic volumes at the adjacent roadways. Also note, the passenger drop-off will result in delays to vehicles entering the driveway, and should be reflected in the traffic analysis. The analysis has been updated to account for the valet service for both the hotel and the exhibition area. All affected outputs are attached. As indicated by the attached tables, all studied intersections and transportation corridors will continue to operate at acceptable LOS with the revisions. A general Transportation Control Measures Plan (TCMP) has been included in the revised report. Additionally, the applicant has agreed to the following specific TMCP measures: TEL 954 535 5100 FAX 954 739 2247 Suite 109 5200 N.W. 33rd Avenue Ft. Lauderdale, Florida 33309 Kimley-Horn and Associates, Inc. Mr. Raj Shanmugam, P.E., April 2, 2007, Pg. 2 ■ Provide transit information within the lobby of the building. • Provide bicycle storage areas and shower facilities for tenants/employees.Require tenants to provide free/subsidized Metrorail/Metromover passes to employees. • Provide rent discounts for tenants who encourage carpooling and transit ridership. For instance, provide a discount on rent if the tenant utilizes less parking spaces or charge higher fees if tenants need additional reserved parking spaces. ■ Provide an onsite rideshare coordinator. • Provide reserved/preferred parking spaces for carpool/vanpool vehicles. • Provide a direct, enclosed connection to the adjacent Metromover station. • Provide a hotel shuttle to/from the airport. We trust these responses should address your comments. Should you have any questions, please feel free to contact me. Very truly yours, K LEHORN AND ASSOCIATES, INC. v..f J. Williams, Attachments G:1043103000.One Bayfront Plaza\Correspondence\04 02 07 URS ltr.doc CO 14 (6) --lir. SE 2nd Avenue IL 30 (14) —* 0 11 (20) 4,----18 (29) SE 3rd Avenue 30 (14)--0' 1-29 (49) SE 1st Street 30 (14)— + 11111. 9 (16). --Po 30 (i4) IN+ 29 (49) OUT co co c TF 4— 29 .(49 ) k-55 (25) 29 (49)4J M CO o M SE 2nd Street Biscayne Boulevard Way Biscayne Boulevard (South) L 9 (16) FIGURE A-2 z AM/PM PEAK HOUR TRIP ASSIGNMENT XX (Xx) NEW ASSIGNMENT AM (PM) (EXHIBITON AREA) LEGEND XX (XX) AM (PM) PERSON TRIP ASSIGNMENT (MAXIMUM] r'j min IGmleyHom �.1 and Associates. Inc. _i d V SE lst Street 39 (22) —10 SE 2nd Avenue N 0 N O W) 87 (50) ---► 30 (25) 44 (38) SE 3rd Avenue 25 (21) 10 157 (90), 25 (21)- + TF m f—39 (22) IN+ rn 25 (21) 0U.T �--74 (63) �J 25 (21) —10 41--- 39 (22)L 39 (22) SE 2nd Street Biscayne Boulevard Way Biscayne Boulevard (South) 11°631 (18) ___/ LEGEND XX (XX) NEW ASSIGNMENT AM (PM) XX (XX) AM (PM) PER$ON TRIP ASSIGNMENT [MAXIMUM] J 25. (21) 2 FIGURE A3 AM/PM PEAK HOUR TRIP ASSIGNMENT (HOTEL) FP -win IGmley-Hom O and Associates. Inc. _J 30% IN 339 (10g) 1` 30% OUT 83 (351) I p) c � N 1�. 236 (78) —' 46 (12)� SE 2nd Avenue N m 529 (174) ao SE 3rd Avenue AL 83 (351) i-124 (527) + � z O o^ • N 0 u7 1223 (898) —► 55(35)--11. 569 (200)-- SE 1st Street 103 (393) —* 25% IN 282 (89) i* 68 (293) 30 (14) IN+ 43 (151) OUT CO J 1� 39 (22) IN+ 25 2 OUT 4-207 (878) k— 504 (135) . --- 82 (173) k55 (25) 4-54,3 (157) IN-14 43 (151) OUT CO O 0 v) 0 0 Q). 7 o. a) c T 0 0 + � m M o.- N a Nin N :aL. SE 2nd Street ♦-1256 (1805) Biscayne Boulevard Way 31 (18)--11 r:2194 (54)---/' u-) EV 20% IN 225 (7.2) 20% OUT 56 (234) LEGEND XX (XX NEW .ASSIGNMENT AM (PM) XX (XX) AM (PM) PERSON TRIP ASSIGNMENT [MAXIMUM] 25% OUT 68 (293) 68 (293) L 0 z 0 Q) 7 O rn 0 N 0 FIGURE 6 AM/PM PEAK HOUR TRIP ASSIGNMENT (TOTAL) r'jm� Kimley-Hom �1 and Associates, Inc. ,� 0-� ndAssocia , Inc. Traffic Impact Analysis - One Bayfmnt Plaza Table 17: Future (2013) Total A.M. Peak Hour Transportation Corridor Conditions Roadway 2013 A.M. Peak VolumePrincipal Hour ti) Committed Peak Hour Volume �) 2013 A.M. Peak Hour Background Project A.M. Peak Hour Distribution (Maximum) Project A.M. Peak Assignment 2013 A.M. Peak Hour TotalHour Volume 2013 A.M. Peak Hour Total Capacity (C) 2013 A.M. Peak Hour Excess Capacity 2013 A.M. Peak Hour Total l of Service Person- Trips Person- Trips Person -Trips Person- Trips Person- Trips Person- Trips Person- Trips V/C Ratio LOS Biscayne Boulevard. NB 2,368 - 2,368 (6) 133 2,501 12,885 10,384 0.19 C SB 1,931 - 1,931 (6) 696 2,627 9,835 7,208 0.27 C { w W EB , 1,930 - 1,930 (6) 1,223 3,153 9,732 6,579 0.32 C w P. WB 1,823 - 1,823 (6) 1,256 3,079 15,311 12,232 0.20 C (1) An annual growth rate (0.5 percent) was applied to the 2006 A.M. peak hour total volume to determine the 2013 background volume. (2) Total traffic generated along the corridors by committed developments (3) The summation of 2013 peak hour background volumes and committed trips. (4) 2013 A.M. peak hour total volume (V) is defined as the sum of the project A.M. peak hour assignment and the background volume_ (5) Total capacity determined in Table 9. (6) See Figure 6 for Distribution figures G:\043103000-One Bayfmnt Plaza\Report\Revisions 03 29 07.doc Page - 2 February 2007 ❑"❑ � m and Associate% Inc. Traffic Impact Analysis — One Bayfront Plaza Table 18: Future (2013) Total P.M. Peak Hour Transportation Corridor Conditions Principal Roadway 2013 P.M. Peak Hour Background Volume (1) Committe d Peak. Hour Volume (2) 2013 P.M. , 1, eak Hour Total c3� Volume project P.M. Peak Hour Distribution (Maximum) Project P.M. Peak Hour Assignment 2013 P.M. Peak Hour Total Volume (4) 2013 P.M. Peak Hour Total Capacity (C) 2013 P.M. Peak Hour Excess Capacity 2013 P.M. Peak Hour Total Level of Service Person -Trips Person- Trips Person- Trips Person- Trips Person- Trips Person- Trips Person- Trips WC Ratio LOS Biscayne Boulevard. NB 4,054 88 4,142 (6) 574 4,716 12,665 7,949 0.37 C SB 2,222 (6) 498 2,720 9,647 6,927 0.28 C w .bGrl colIN EB 1,711 165 1,876 (6) 898 2,774 10,308 7,534 0.27 C 1 WB 2,466 990 1 3,456 (6) 1,805 5,261 15,238 9,977 0.35 C (1) An annual erowth rate (0 5 percent) was applied to the 2006 P.M. peak hour total volume to determine the 2013 background volume. (2) Total traffic generated along the corridors by committed developments (3) The summation of 2013 peak hour background volumes and committed trips. (4) 2013.P.M. peak hour total volume (V) is defined as the sum of the project P.M. peak hour assignment and the background volume. (5) Total capacity determined in Tablel0. (6) See Figure 6 for Distribution figures G:1043103000-One Bayfront Plaza\Report\Rcvisions 03 29 07.doc Page - 3 February 2007 - Qom and Associates, Inc. Traffic Impact Analysis— One Bayfront Plaza Table 19: Future (2013) Total A.M and P.M. Peak Hour Intersection Conditions Intersection 2013 A.M and P.M. Peak Hour Overall Level of Service LOS Delay (s) A.M. Peak Hour SE 2nd Street and SE 3rd Avenue C 25.8 SE 2nd Street and Biscayne Boulevard B 17.2 SE lst Street and Biscayne Boulevard (Northbound) A 5.6 SE 1st Street and Biscayne Boulevard (Southbound) C 20.5 SE 1st Street and SE 3rd Avenue C 23.8 SE 2nd Street and West Driveway C (1) 15.9 (1) SE 2"d Street and East Driveway (2) (2) SE lst Street and West Driveway C (1) 15.3 (1) SE 1st Street and East Driveway B (1) 11.8 (1) P.M. Peak Hour ' SE 2nd Street and SE 3rd Avenue C 30.7 SE 2nd Street and Biscayne Boulevard* C* 25.3 SE lst Street and Biscayne Boulevard (Northbound) C* 22.3 SE 1st Street and Biscayne Boulevard (Southbound) B* 16.9 SE lst Street and SE 3rd Avenue D 35.6 SE 2nd Street and. West Driveway D (1) 33.0 (1) SE 2nd Street and East Driveway (2) (2) SE 1st Street and West Driveway B (1) 12.6 (1) SE lst Street and East Driveway B (1) 12.0 (1) * Phasing splits were optimized (1) Overall intersection LOS not provided for two-way stop controlled intersections. The worst minor street movement is indicated (2) LOS can not becalculated for right -in only driveway G:\043103000-One Bayfront Plaza\Report\Revisions 03 29 07.doc Page - 4 VOLUME DEVELOPMENT SHEET SE 3rd Avenue & SE tad Street AM PEAK HOUR Description Leff SE 3rd Avenue 5outhbound Right Left SE 2nd Street westbound Right Left SE 3rd Avc me 'VonMound Right Left SE 2rd Strom gastbound Right Throes Through Through Through 2006 Existing Traffic 0 8 67 35 989 102 530 313 0 0 0 0 Peak Season Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2006 Volnaae Conversion 0 8 67 35 989 102 530 313 0 0 0 0 Annual Growth Rate 0:5% 0.5% 0.5% 0.5% 0_5% 0.5% 0.5% 0.5% 0_5% 0.5% 0.545 0.5% Background Growth 0 00000 00000 ' 00 O 0000000000 W 00 0 000000 000 0 0 0 0 1 35 4 o O .N 0 0 0 0 0 0 0 0 0 0 b O P 0000.0 00000 00 0 o. 0 0 0 O 0 0 0 0 0 0 00 0 0000000000 0 00 0 0 '0 0 00 0 0 0 O" 0 0 0 0 O 000.000.00o 0 Committed Projects PuPom Towers (DuPont Plaza) 0 0 0 Everglades on the Bay 0 0 0 Lynn Downtown 0 0 0 Metropolitan Matra -Met 3 0 0 0 Miami Dade a Community College Parking Garage 0 0 0 One Miami (Pared A) 0 0 0 Park Suites at 50 Biscayne 0 0 0 River From East (Miami River Village) 0 0 0 River Front West (Miarni River Village 0 0 0 The Loft Downtown (The Loft 2) 0 0 0 2013 Background Traffic 36 1024 106 Project Traffic 0 207 64 Pass -By Traf Se 0 0 0 2013 Total Traffic 0 8 69 36 1231 I70 549 355 0 0 0 0 VOLUME DEVELOPMENT SHEET SE 3rd Avenue & SE 2nd Street PM PEAK HOUR Description Left SE 3rd Avenue. $outhboun4 ThrouJgh Right Left SE 2nd Street Weuhaond Through. Right Left SE 3rd Avenue Northbound Right Left SE 2nd Street p=+ti^o--a Right Through Through 2006 Existing Traffic Peak Season Factor 2006 Volume Conversion Annual Growth Rate Background Growth Committed Projects DuPont Towers (DuPont Plaza) Everglades on the Bay Lynx Downtown Mccopoliran Miami -Met 3 Miami Dade a Community College Parking Garage One Miami (Pared A) ParkSuitra at 50 Biscayne River Front East (Miami River Village) River Front West (Muni River Village The Loft Downtown (The Loft 2) 2013 Background Traffic Project Traffic Pass -By Traffic. 2013 Total Traffic 0 1.00 15 1.00 104 1.00 26 1.00 1751 1.00 77 1.00 529 1.00 146 1.00 0 1.00 0 1.00 0 1.00 0 1.00 0 15 104 26 1751 77 529 146 0 0 0 0 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% _ 0.5% 0.5% 95% 0.5% 0.5% d 00.0 0 00 0 0 0 0 O 00 + 0 0. 0 0 0 -0 0 O 0 0 O 0 0 0 0 0 0'o 0 o 0 0 0 0 0,0 0 O' J 0 0 0 0 0 0 0 0 0 0 O n' U 0 0 0 0 J 0 a 0 0 N H O y P 0 O o 0 0 0 N O it O W O 0000000000 •0 00 ▪ o 0 0 ,�o000.0 ry 0. • 0 0 0 n 0 0 0 0 0 0 ^ 0 0 o. 00000000.00 0 00 O 0 0 0 0' 0 0 0 0 0 0 0 00 0 0000000000 0 00 0 16 108 27 3233 177 713 233 0 0 0 0 VOLUME DEVELOPMENT SHEET Biscayne Boulevard & SE 2nd Street AM PEAK HOUR Deserlptloa Biscayne Left Boulevard Southbotod Right Left SE 2ud Street Westbound Rift Biscayne Left Boulevard Northbound Right Left SE god Stint Eosrbonod Through Right Through Through Through 2006 Existing Traffic 0 0 916 0 0 0 415 0 0 0 0 0 Peak Season Factor 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.00 1.00 2006 Volume Conversion • 0 916 0 0 0 415 0 D 0 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.514 0.5% 0.5% 0.595 0.5% 0.5% 0.5% 0-5% 0.5% Background Growth 0 0 33 0 0 0 15 0 0 0 0 0 0 0 0 00 0 0,o 0 00 0 00000 0'0 0 0.0 0 00 0 0 00 0 0 0 0 0 0 0 0 00 Conmiined Projects DuPont Towers (DuPontPlaza) 0 0 0 0 0 0 0 0 0 Everglades on the Bay 0 0 0 0 0 0 0 0 0 Lynx Downtown 0 0 0 0 0 0 0 0 0 Metropolitan Miami -Ma 3 0 0 0 0 0 0 0 0 -0 Miami Dade a Community College Parking Garage 0 0 0 0 0 0 0 0 0 One Miami (Parcel A) 0 0 0 0 0 0 0 0 0 Park Suites at Biscayne0 0 0 0 0 00 0 0 River From East (Mani River Village) 0 0 0 0 0 0 0 0 0 River From West (Miami River Village 0 0 0 0 0 0 0 0 0 The Loft Downtown (Chu Loft 2) 0 0 0 0 0 0 0 0 0 2011 Background Traffic 0 0 949 0 0 0 430 0 0 Project Traffic 0 0 355 0 0 0 266 0 0 Pass -By Traffic 0 0 0 0 0 0 0 0 0 2013 Total TraMc 0 0 1304 0 0 0 716 0 0 0 0 0 VOLUME DEVELOPMENT SHEET Biscayne Boulevard & SE 2nd Street PM PEAK HOUR Description. Biscayne Boulevard Southbooud Left Through Right Left 5L• 2nd Street Westbo git Through Right Biscayne Left Boulevard' North¢oaod Right Left SE 2nd Strom Eastbound Through Ri9.b Throueh 2006 Existing Traffic 0 0 1052 0 0 0 391 0 0 0 0 0 Peak Season Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 L00 1.00 I.00 1.00 1.00 2006 Volume Conversion 0 0 1052 0 0 0 391 0 0 0 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Background Growth 0 0 37 00 0 0 0 0 0 0 0 0 0 0 0 O 00 0 0000000000 O 00 0 0 0 0 0 0 0 U 0 0 .O O 14 0 0 0 0 0 0 0 0 0 0 0 0 0 • 00 0 O O O O O O 0 O O O 0 00 O .000000000 0 00 Committed Projects DuPont Towers (DuPont Plaza) 0 0 28 145 0 0 Everglades on the Bay 0 0 0 0 0 0 Lynx Dowmotan 0 0 0 0 0 0 Metropolitan Mianri-Met3 0 0 01 315 Cr 0 Miami Dade a Community College Parking Garage 0. 0 0 0 0 0 One Miami (Parcel A) 0 0 14 43 0 0 Park Suites at 50 Biscayne 0 0 0 0 0 0 River Front East (Miami River Village) 0 0 0 0 0 0 River Front West (MiandRiver Village 0 0 0 0 0 0 The Loft Downtown (The Loft 2) 0 0 0 0 0 0 2013 Background Traffic 0 0 1182 908 0 0 Project Traffic 0 0 254 79 0 0 Pact -By Traffic 0 0 0 0 0 0 2013 Total Traffic 0 0 1436 0 0 0 987 0 0 0 0 0 VOLUME DEVELOPMENT SHEET Biscayne Boulevard (Northbound) & SE 1st Street AM PEAK HOUR Deur!piton Biscayne Boulevard (Northbound) 5outbbouwd Left Through Right Left SE 1st Street Wt. botmd Through Right Biscayne Boulevard (Northbound) Northbound . Left Through Right Left SE to Street Fggpsyg11 Through Right' 2006 Exlathrtg Traifc 0 0 0 0 0 0 0 809 0 428 0 39 Peak Season Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2006 Volume Conversion 0 0 0 0 0 0 -0 809 0 428 0 39 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%- 0.5% 0.5% Background Growth 0 0 0 0 o a Q o 0 0 0 0 0 0 0 0 0 O O O 0000000000 0 00 0 0000000000 O 0 29 0 0000.0.... R 00 O 0000000000 0 0 0 0000000000 ;4 O Committed Projects .DuPont Towers{DuPont Plaza) 0 0 0 0 0 0 Everglades on the Bay 0 0 0 0 0 0 Lynx Downtown 0 0 0 0 0 0 Metropolitan Miami -Met 3 0 0 0 0 0 0 Miami Dade a Community College Parking Garage 0 0 0 0 0 0 One Miami (Parcel A) 0 0 0 0 0 0 Park Suites at 50 Biscayne 0 0 0 0 0 0 River Front East (Miami River Village) 0 0 0 0 0 0 River Front West (Miami River Village 0 0 0 0 0 0 The Loft Downtown (The Loft 2) 0 0 0 6 0 0 2013 Background Traffic a 0 0 0 838 0 Project Traffic 0 0 0 0 0 0 Pass -By Traffic 0 0 0 0 0 0 2013 Total Traffic0 0 0 0 0 0 0 038 0 511 0 40 Please note that this movement occurs prior to the signalized intersection VOLUME DEVELOPMENT SHEET Biscayne Boulevard (Northbound) Sr SE 1st Street PM PEAK HOUR Description Biscayne Boulevard (Northbound) Saatbbouad Left Through Right Left SE 1st Street Westbound Right Biscayne Boulevard (NorthWuod) Northboog Left Through Right Left SE 1st Street Eastbound Right* Through Through 2006 Existing Traffic Peak Season Factor 2006 Volume Conversion Annual Growth Rate Background Growth Committed Projects DuPont Towers (DuPont Plaza) Everglades on the Bay Lynx Downtown Metropolitan Miaow -Met 3 Miami Dade a Community College Parking Garage One Miami (Parcel A) Park Suites at 50 Biscayne River From East (Miami River Village) River From Wort (Miami River Village The Loft Downtown (The Loft 2) 20I3 Background Traffic Project Traffic Pass -By Traffic 20I3 Total Traffic 0 1.00 0 1.00 0 1.00 0 1.00 0 1.00 0 1.00 0 1.00 1325 1.00 0 1.00 871 1.00 0 1.00 41 1.00 0 0 0 0 0 0 D 1325 0 871 0 41 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% O 0000000000 0 0. 0 0 0000000000 0 00 O 0000000000 0 00 00 0 0000000000 0 0 o 0 0000000000 o 0 0 O 0000000000 0 O O O 0000000000 O 00 W 0 0 0 0 0 0 W 0 0 0 00 0 0000000000 0 O N 0000000000. O O O 0000000000 0 0 w 0000000000 — 0 0 0 0 0 0 0 1435 0 1195 0 42 t Please note that this movement occurs prior to the signalized intersection VOLUME DEVELOPMENT SHEET Biscayne Boulevard (Southbound) & SE 1st Street AM PEAK SOUR Description Biscayne Boulevard (Southhound) Southboucd Lett Through Right Left SE 1st Street Westbound Through Right Biscayne Boulevard Left (Southhound) Northbound night Left SE 1st Street Eastbound Through Right Through 2006Existing 'Enclitic 70 913 0 0 0 0 0 0 0 0 413 176 Peak Season Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2006 Votnrne Conversion 70 913 0 0 0 0 0 0 0 0 413 176 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.556 0.5% 0.5% 0.5% 0.5% 0.5% OS% Background Growth Op w O p 0 0 0 0 0 0 0 0 N O N, O p 0 0 0 0 0 0 0 0 O O 0 0000000000 0 0 0 0 0 0 0 00 0 0 0 0 O O O O O O O 0 O OP W 0 0 0 0 0 0 0 0 0 0 u 1 0; N O O O O O O O O ma T Com fitted Projects DuPont Towers (DuPont Plaza) 0 0 0 0 0 0 Everglades on the Bay 0 0 0 0 0 0 Lynx Downtown 0 0 0 0 0 0 Metropolitan Miami -Met 3 0 0 0 0 0 0 Miami Dadc a Consexmity College Pairing Garage 0 0 0 0 0 0 One Muni (Parcel A) 0 0 0 0 0 0 Park Suites at 50 Biscayne 0 0 0 0 0 0 River Front East (Miami River Village) 0 0 0 0 0 0 River Front West (Miami River Village 0 0 0 0 0 0 The Loft Downtown (Thc Loll 2) 0 0 0 0 0 0 2013 Background Traffic 0 0. 0 0 0 0 Project Traffic 0 0 0 0 0 0 Pass -By Traffic 0 0 0 0 0 0 2013 Total Tint& 72 1227 0 0 0 0 0 0 0 0 496 255 C VOLUME DEVELOPMENT SHEET Biscayne Boulevard (Soathbolllnd) & SE 1st Street PM PEAK HOUR Description Biscayne Boulevard (Southbotmd) 501M121111151 Left Through Right Left 'SE 1st Street Wastbgund Right Biscayne Left - Boulevard (Sanbbound Northbound Right Left SE let Street Eastbound Through Right Through Through 2006 Existing Traffic 99 562 0 0 0 0 0 0 0 0 795 398 Peak Season Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 L00 2006 Volume Conversion 99 862 0 0 0 0 0 0 0 0 795 398 Anoual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 03% 0.5% Background Growth 0 0000000000 0 00 ,� 0000000000 f,h, o ✓ 0000000000 a 00 0 0000000000 0 00 e 0000000000 0 0 0 a o 0 0 0 00 0 0.0 o e o 0 00 a 0000000000 0 00 0 0 0 0:0 0 0 0 0.0 0 0 00 a 00000000.00 0 0 28 14 Contained Projects DuPont Towers (DuPont Pb)a 0 0 0 Evergtoties.on the Bay 0 0 0 Lynx Downtown 0 0 0 Metropolitan Miami-M t 3 0 0 0 Miami Dade a Como -unity College Parking Garage 0 0 a One Miami (Parcel A) 0 0 0 Park Suites at 50 Biscayne 0 0 0 River From East (Miami River Village) 0 0 0 River Front West (Miami River Village 0 0 0 The Loft Downtown (The Loft 2) 0 0 0 2013 Background Tra1Bc 0 823 412 Project Traffic 0 293 165 Pass -By Traffic 0 0 0 2013 Total Traffic 103 9212 0 0 0 0 0 0 0 0 1116 577 VOLUME DEVELOPMENT SHEET SE 3rd Avenue & SE 1st Street AM PEAK HOUR Description Left SE 3rd Aware Southbound Through Rittht Left SE 1st Street Westbound Right Left SE aid AVCGne Northbound Through Right Left SE 1st Street E«_aNun•^-g. Through Right Through 2006 Existing Traffic 49 21 0 0 0 0 0 0 416 0 590 40 Peak Season Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2006 Volume Conversion 49 21 0 0 0 0 0 0 416 0 590 40 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Background Growth 0 0 O O O 0 0 0 0 0 0 0 N 00 M 0000000000 00 0 00.000100000 O O O 0 OO o 00 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 15 0 21 1 Committed Projects DuPont Towcrs.(DuPunt Plaza) 0 0 0 0 0 0 Everglades on the Bay 0 0 0 0 0 0 Lynx Downtoam 0 0 0 0 0 0 Metropolitan Minim -Met 3 0 0 0 0 0 0 Miami Dade a Community College Parking Garage 0 0 0 0 0 0 One Miami (Parcel A). 0 0 0 0 0 0 Park Suites at 50 Biscayne 0 0 0 0 0 0 River Front East (Miami River Village) ) 0 0 0 0 0 0 River Front West (Miami River Village 0 0 0 0 0 0 The Loft Downtown (The Loft 2) 0 0 0 0 0 0 2013 Backggrouad Traffic 0 0 431 0 611 41 Project Traffic 0 0 95 0 529 0 Pass -By Traffic 0 0 0 0 0 D 2013 Total Traffic 51 22 0 0 0 0 0 f 526 0 1140 41 VOLUME DEVELOPMENT SHEET SE 3rd Avenue & SE lstStreet PM PEAK HOUR Description Left SE 3rd Avenue $outhbound Right Left SE 1st Street Westbound Through Right Left SE 3rdAvenue Northbound Through Right Left SE 1st Street Eastbound Through Right Through 2006 Existing Traffic 29 43 0 0 0 0 0 0 232 0 463 79 Peak Senson Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1:00 1.00 1.00 2006 Volume Conversion 29 43 0 0 e 0 0 0. 232 0 463 79 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0:5 % 0.5% 0.5% 0.5% 0.5% 0:5% Backgramd Growth 1 2 0 00 O 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 00 a 0 0 0 0 0 0 0 0 0 0 0 0 0 8- 0 16 3 Committed Projects DuPont Towers (DuPont Plara) 0 0 D 0 0 42 0 0 0 Everglades on the Bay 0 0 0 0 0 0 0 0 0 Lynx Downtown 0 -0 .0 0 0 0 0 0 0 Metropolitan Miami -Met 3 0 0 0 0. 0 76 0 0 D Miami Dadea Community College Parking Garage 0 0 0 0 0 0 0 0 0 One Miami (Parcel A) 0 0 0 0 0 0 0 0 0 Park Suites at 50 Biscayne 0 0 0 0 0 0 0 0 0 River Front East (Miami.River Village) 0 0 0 0 0 0 0 0 0 River Front West (Miami River Village 0 0 0 0 0 0 0 0 0 The Loft Downtown (Tire Loft 2) 0 0 0 0 0 0 0 0 0 2013 Background Trine '30 45 0 0 0 358, 0 479 82 Project Traffic 0 0 0 0 0 61 0 174 0 Pans -By Traffic 0 0 0 0 0 0 0 0 0 2013 Total Tr91Bc 30 45 0 0 0 0 0 0 419 0 653 82 VOLUME DEVELOPMENT SHEET West Project Driveway & SE 2nd Street AM PEAK HOUR Desuiptlon West Project Drircwsy enthbound Left Through Right Left SE 2nd Street Westbound Right West Project Driveway Northbound Left Through Right Left SE 2nd Strut Eastbound Through Right Through 280E Existing . Truffle 0 0 0 0 1331 0 0 0 0 0 0 0 Peak SeasonFactor 1.00 1.00 1.00 1.00 1.00 1.00 L00 1.00 1.00 1.00 1.00 1.00 2006 Vohnue Conversion 0 0 a 0 1331 0 0 0 0 0 0 ■ Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Background Growth 0 0 0 00 0 0000000000 0 O N y 000000,000o v co Lo 02 0 00 0 0 0 0 .0 0 0 0 0 0 0 0 O 0000000000 0 00 0 0000000000 0 00 0 0000000000 0 00 Cnmruttcd Projects DuPont Towers {DuPont Plaza) 0 0 0 0 0 0 Everglades on the Bay 0 0 0 0 0 0 Lynx Downtown 0 0 0 0 0 0 Metropolitan Miami -Met 3 0 0 0 0 0 -0 Miami Dade a Cotranwiity College Parking Garage 0 0 0 0 0 0 One Miarra (Parcel A) 0 0 0 0 0 0 Park Suite at 50 Biscayne 0 0 O 0 0 0 River From East (Miami River Village) 0 0 0 0 D 0 River Front West (Miami River Village 0 0 0 0 0 0 The Loll Downtown (The Loft 2) 0 0 0 0 6 0 2013 Background Traffic 0 0 0 0 0 0 Project Traffic 0 0 189 0 0 0 Pass -By Traffic 0 0 0 0 0 0 2013 Total Tray fi$ 0 0 189 0 1460 504 0 0 0 0 0 0 VOLUME DEVELOPMENT SHEET West Project Driveway & SE 2nd Street PM PEAK HOUR Description W esrProject Driveway ERathbou id Left Through Right Left SE 2nd Street RResthtmaa Through Right West Project Driveway Norlkbounn Let Through Right Left SE 2nd Street gastLonaq Right Through 2006 Existing Traffic 0 0 0 0 1443 0 0 0 0 0 0 0 Peak Season Factor 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 2006 Volume Conversion 0 0 0 0 1443 0 0 0 0 .0 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Background'Gniwth 0 0 0 0 51 0 0 0 O O 6 00 0 0 0 .0 0.O 0 O O. 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 000 0 0 0 000 0 4 .0000000000 0 00 o 000000000.0 0 00 O 004 4 0 0 0 0 0 0 O 00 Committed Projects Worn Towers (DuPont Plaza) 0 0 0 0 0 .0 Everglades on the Bay 0 0 0 0 173 0. Lynx Downtown 0 0 0 0 0 0 Metropolitan Miami -Met 3 0 0 0 0 356 0 Miami Dade a Commmnity College Parking dotage 0 0 0 0 0 0 One Mianti.(Parcel A) 0 0 9 0 57 0 Park Suireaat 50 Biscayne 0 0 0 0 0 0 River From East (Miami River Village) 0 0 0 0 0 0 River Front West (Miami River Village 0 0 0 0 0 0 The Loft Downtown (The Loft 2) 0 0 0 0 0 0 2013 Background Tralllc 0 0 0 0 2090 0 Project Tmf(ic 0 0 743 0 173 135 Pass -By Traffic 0 0 0 0 0 0 2013 Total Traffic 0 0 748 0 2263 135 0 0 0 0 0 0 VOLUME DEVELOPMENT SHEET East Project Driveway & SE 2nd Street A.'M PEAK HOUR Description East Project Driveway 5euthbaund r Left. Through Right Left SE2nd Sleet Westbound Right Past Project Driveway Northbound Left Through Right Left SE 2nd Street Eastbound Through Right Through 2006 £IHttng Traffic 0 0 0 0 133 i 0 0 0 0 0 0 0 Peak Season Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2006 Volume ConverSlon - 0 0 0 0 1331 0 0 0 0 0 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Background Growth 0 0 0 0 47 0 O 0000000000 0 00 O 0000000000 0 0 0 0 0 0 0 0 O O O O O O 0 00 0 0 0 Committed Projects DuPont Towers (DuPont Plaza) 0 0 0 0 0 0 0 0 0 Everglades on the Bay 0 0 .0 0 0 0 0 0 0 Lynx Downtown 0 0 D.0 0 0 0 0 0 Metropolitan Miami -Mel 3 0 0 0 0 0 0 0 0 0 Miami Deck a Corrtrmrnay College Parking Garage 0 0 0 0 0 0 0 0 0 One Miami (Parcel P.) 0 0 0 0 0 0 0 0 0 Park Suites at 50 Biscayne 0 0 0 0 0 0 0 0 0 River Front East (Miami River Village) 0 0 0 0 0 0 0 0 0 River Front West (Miami River Village 0 0 0 0 0 0 0 0 0 The LA Downtown (The Loll 2) 0 0 0 0 0 0 0 0 0 2013 Background Traffic 0 0 0 0 1378 0 0 0 0 Project Traffic 0 0 0 0 506 55 0 0 0 Pass -By Traffic 0 0 0 0 0 0 0 0 0 2013. Total Traffic 0 0 0 0 1964 55 0 0 0 0 0 0 VOLUME DEVELOPMENT SHEET East Project Driveway & SE 2nd Street PM PEAK HOUR Description East Project Driveway $outbbound Left Through Right Left SE 2nd Street Westbound Right East Project Driveway Northbonnd Left )Trough Right left SE 2nd Street ):.astbouad -Right through Through 2806 Et Wing Traffic 0 0 0 0 1443 0 0 0 0 0 0 0 Peak Season Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2006 Volume Conversion 0 0 0 0 1443 0 0 0 11 0 0 8 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0:5% 0.5° /. 0.5% 0S% '0.5% 0.5% Background Growth 0 0 0 O 0000000000 O N q. o o $ o 0 O 0 000.000000 0 00 O 00000000.00 0 00 0 00000,00000 0 00 000000.0000 0 00 o 0000000000 0 0 0 O 0000.000000 0 00 0 0000000000 0 00 Committed Projects DuPont Towers (DuPont Pb)na 0 0 0 Everglades on the Bay 0 0 0 Lynx Downtown0 0 0 Metropolitan Miarti-Met 3 0 0 0 Miami Dade a Community College Parking Garage 0 0 0 One Miami (Parcel A) 0 0 0 Park Suites at 50 Biscayne 0 0 0 Riva Fran East (Miami River Village) 0 0 0 River From West (Miami River Vrillagc 0. 0 0 The Loft. Downtown (Tbc Log 2) 0 0 0 2013 Background Traffic0 0 0 Project Tratlie 0 0 0 Pass -By Traffic 0 0 0 2013 Total Traffic 0 0 0 0 2398 25 0 0 0 0 0 0 VOLUME DEVELOPMENT SHEET West Project Driveway & SE lot Street AM PEAK HOUR Description West Project Driveway Soathh000d Left Through Right Left SE 1st Street Fedt ,quad Through Right West Project Driveway Northbound Left Through Right Left SE 1st Street Ens&yuad Through Rig i 1006 Existing Traffic 0 0 0 0 0 0 0 0 0 0 1055 0 Peak Seasoo Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2006 Volume Conversion. 0 0 0 0 0 0 0 0 0 0 1055 0 Annual Growth Rate 9.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Background Growth 0 9 0 li 00 0 0000000000 0 00 0 0000000000 0 0 0 0 01000000000 0 O 0000000000 0 4. O 0...000.00 0 00 O 0.0 0'0 0 0 0 0 0 0 0 00 i 0 37 0 Corranitted Projects DuPont Towers (DuPont Plaza) 0 0 0 0 0 0 Everglades on the Bay 0 D 0 0 0 0 Lynx Downtown 0 0 0 0 0 0 Metropolitan Minty -!.lei 3 0 0 0 0 0 0 Miami Dade 2 Carrtrrnmity College Parking Garage 0 0 0 0 0 0 One Mtatr¢ (Parcel A) 0 0 0 0 0 0 Park $rites at 50 Biscayne 0 0 0 0 0 0 River From East (Miami Rivet Village) 0 0 0 0 0 0 Riser Front West (Miami River Village' 0 0 0 0 0 0 The Loft Downtown (The Loft 2) 0 0 0 0 0 0 2013 Background Traffic 0 0 a a 1092 0 Project Traffic 0 0 0 0 55 569 Pass -By Traffic 0 0 0 0 0 0 2013 Total Tragic 0 0 0 0 a 0 D 0 48 0 1147 569 VOLUME DEVELOPMENT SHEET West Project Driveway & SE Ist Street PM PEAK HOUR Description West Project Driveway 5outhbongg Left Through Right Left SE 1st Street Westbound Through Right West Project Di".... y )Northbound Left Through Right Left SE 1st Street Eastbotmd Through Right 2006 Existing Traffic 0 0 0 0 0 0 0 0 0 0 724 0 Peak Season Factor 1.00 1.00 1.00 1.00 1.00 1.00. 1.00 1.00 1.00 1.00 1.00 1.00 2006 Valuate Conversion 0 0 0 0 0 0 0 0 0 0 724 0 .Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Background Growth 0 0 0 00 0 0000000000 0 00 0 0000000000 0 00 0 0000000000 0 0 0000000000 0oo h 0 0 0000000000 0 00 0 0000000000 0 00 0. O 000.00.0.00 0 o M 0 0 0 0 0 0 0 0 0 0 A 0 8 . 0000000000 0 Committed Projects DuPont Towers (DuPont Plaza) 0 0 0 Everglades. an the Bay 0 0 0 Lynx Downtown 0 0 0 Metropolitan Miami -Met 3' 0 0 0 Miami Dade a Cormwuity College Parking Garage- 0 0 0 One Miami (Parcel A) 0 0 0 Park Suites at 50 Biscayne 0 0 0 River Front East (Miami River Village) 0 0 0 River Front West (Mani River Village 0 0 0 The Loft Downtown (The Loft 2) 0 0 0 2013 Background Tratiic 0 0 0 Project Traffic 0 0 0 Pass -By Traffic 0 0 0 2013 Total Traffic 0 0 0 0 0 0 0 0 358 0 785 280 VOLUME DEVELOPMENT SHEET East Project Driveway & SE 1st Street AM PEAK HOUR Deseriptioa East Left Project Driveway $outhbound Right Left SE I st Swett Wextbotmd Through Right East Left Project Driveway Northbound Right Left SE 1st Street Eaatbooad Through Right Through Through 2006 Existing Traffic 0 0 0 0 0 0 0 0 0 0 1055 0 Ptak Season Factor i_00- 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2006 Volume Conversion 0 0 0 0 0 0 0 0 0 0 1055 0 Annual Growth Rate OS% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Background Growth 0 0 0 o 0 0 0 0 0 0 0 0.0 0 O o O 0 0 0 0 0 0 0 0 0 0 0. O O O 0 0 0 0 0 0 0 0 0 0 O 0 0 O 0 0 0 0 0 0 o O 0 o 0 0 0 0 0 0 0 0 0 0 O' 0 0 0 O 0 0 0 0•0 0 0 0 o a o 0 0 0 0 0 0 0 37 0 Con¢nitted Projects DuPont Towers (Du?. out Plaza) 0 0 0 0 0 0 Everglades on the Bay 0 0 0 0 0 0 Lynx Downtown 0 0 0 0 0 0 Metropolitan Miatni .Met 3 0 0 0 0 0 0 Miami Dade a Conanunity College Parking Garage 0 0 0 0 0 0 One Miami (Parcel A) 0 0 0 0 0 0 Park Suites et 50 Biscayne. 0 0 0 0 0 0 River Front Earl (Miami River Village) 0 0 0 0 0 0 River Front Wen.(Miami River V0bge 0 0 0 0 0 0 The Loft Downtown (The Loft 2) 0 0 0 0 0 0 2013 Background Traffic 0 0 0 0 1092 0 Project 'Duffle 0 0 38 0. 103 0 Pass -By Traffic 0 0 0 0 0 0 2013 Total Traffic 0 0 0 0 It 0 0 0 38 0 1195 0 VOLUME DEVELOPMENT SHEET East Project Driveway & SE 1st Street PM PEAK HOUR Description East Project Driveway ctoutbboouw( Left Through Right Left SE 1st Street Westbound Through Right East Project Driveway Northbound Left Through Right Left SE 1st Street &abound Right Through 2006 Existing Traffic 0 0 0 0 D 0 0 0 0 0 724 0 Peak Season Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 E.00 2006 Volume Conversion 0 0 0 0 0 0 a 0 0 724 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Background Growth O 0 0 0 0 0 0 0 0 0 0 O- O O O O O O O O O 0 O 0 O 0 O O O 0 0 0 0 0 0 O 0 0 0 O 0 0 0 0 0 00 0 00001000000 0 00 0 0.000000000 0 O 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N .0000000000 r M O 0 0 0 0 0 0 0 0 0 0 0 a 0 0 Comootted Projects DuPont Towers (DuPont'Plaza) 0 0 0 Everglades on the Bay 0 0 0 Lynx Downtown 0 0 0 Metropolitan Miami Met 3 0 0 0 Miami Dade a Community College Parking Garage 0 0 0 One Miarri (Parcel A) -0 0 0 Perk Suites at 50 Biscayne 0 0 0 River Front East (Miami River V 11age) 0 0 0 RiverFlom West (Miami River Village 0 0 0 The Loft Downtown (The Loft 2) 0 0 0 2013 Background Traffic 0 0 0 Project Traffic 0 0 0 Pass -By Traffic 0 0 0 2013 Total Traffic 0 0 0 0 0 0 0 0 65 0 I143 5 HCM Signalized intersection Capacity Analysis 6: SE 2nd Street & SE 3rd Avenue 2013 AM Peak Hour Future Traffic Conditions f Lane Configurations !heat "Fiow OPhpt : Total Lost time (s) liens :t} i1.-FtiOtor. • Frt Ftt Protectet . . Satd. Flow (prot) Fit Permitted. - Satd. Flow (perm) \felinne FvphT ; . _ • . ... Peak -hour factor, PHF 0.95 RTOR Reduction (vph) 0 Lane G:r:)l':1OWY1?: • - Turn Type Protected iPha es•• Permitted Phases Acte$ted Gr! G:(j • Effective Green, g (s) Adtuatett g/C FlatiO Clearance Time (s) yehicte•.5.46st fey_ . 9r tii'i(=hs"�� ; Lane Grp Cap (vph) 4at16:P. •.;s'u' Ws Ratio Perm vi.,4V6o . rg Uniform Delay, di P.rtifirAff$0.4kitit.UX-- . Incremental Delay, d2 Delay .(0) Level of Service 1900.: Appr h De (s)i5 - ,:... • . =�t . Approach LOS A :a.'inr 4%- t t" 4 , 11111) 41 a:4 Q: 1:990 . , =,);19oo. t9,00; 1900 4.0 4.0 fT:$1: ;� j .t• _ _ f 95= 0.98 1.00 1:.�Q: c, �.,.• �; .e: - .0.97 7401 3435 7401 2639 0' =row =s'=; :12:t • >#t_: '.:$t4t�'. . 0.95 0.95 0.�9}5[� j0.95„ 0l...99�y5{ 0.95 (1. .\C ' , .11298 .1'I Y. u- ; . ;Pt. '. 0 0 0 26 0 0 Perm pm+pt 8 2 1900 . 1900. ' `f.900. ` 1900 4.0 0.88 too 1636 ,:00 1636 :.355,..:•. (?: g ' . 8 • . 69 0.95 0.95 0.95 0.95 0.95 0 0 0 16 0 _aid' :.a. :84.;' •85 .0 • . - .•..............:. :. , 694 ;69.1 31.9 70.1 70.1 5.0 5.0 5.0 - .. •_. - _ ..:`:fit). ;3~0 . .10 2146 1682 1043 :•44.: :i; ••a:-i:.:. . •.'O05 HCM Average Control Delay 25.8 HCMVo a to Cape ratta<:.•., . '•• :01134 • ' Actuated Cycle Length (s) Iritomiquiv PAPSKRAMWAI.11 Analysis Period (min) r3 Cilttcat`U :G. 401-..rr,. 0.20 ,0109. 34.7 1.00 D c0.36 11.3 g00.4 ! t 8.• B D B HCM Level of Service A 110.0 Sum of lost time (s) 15 • .. it V. 8.0 7.5 0.1 • • ,7 A A G:1043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARK\AM_Future_3_29_07.sy7 3/29/2007 Kimley-Horn and Associates, Inc. Synchro 6 Report Timings 6: SE 2nd Street & SE 3rd Avenue 2013 AM Peak Hour Future Traffic Conditions Lane Configurations tttt a'+ Volume`(vph) : 1231 :15540 55 , Turn Type pm+pt Protected Phases . H`-_ 5- 2 6 Permitted Phases 2 Detector Phases ,==*r. 8 . 5` :,°. 2 6 Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 21.0 :.a O :2:4.0 21:0 Total Split (s) 47.0 13.0 63.0 50.0 Total 'Split; (%) : 42-1 %;:n4::%'- ;•`5,7,3% .45 5% Yellow Time (s) 4.0 3.0 4.0 4.0 AFL}.= R me: (s) ,: = AM ::"'O d;:_ - €€ `0 10 = Lead/Lag Lead Lag Lead -,Lag Opt lzee"+, _. -= _t1_i ' . ,- _ -4.g,. �.. Recall Mode None None C-Max C-Max ,S • Cycle Length: 110 Actuated CYckvLengthE 11l? • Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBT, Start of Green NaturatG ee.SO Control Type: Actuated -Coordinated Splits and Phases: 6: SE 2nd Street & SE 3rd Avenue 41 02 4\ 05 06 f me G:1043103000-One Bayfront PlazalCatcs\Synchro\FUTURE MARKIAM_Future_3_29_07.sy7 3/29/2007 Klmley-Hom and Associates, Inc. Synchro 6 Report HCM Signalized Intersection Capacity Analysis 6: SE 2nd Street & SE 3rd Avenue 2013 PM Peak Hour Future Traffic Conditions Lane Configurations Ideal + Et* (vphplp Total Lost time (s) Frt FIE Prota wed x . Satd. Flow (prot) Fit Pitted Satd. Flow (perm) \h1Wrrtii ` .. • Peak -hour factor, PHF 0 Add Fl r (Op • RTOR Reduction (vph) Land otiP. ' ) ! .. Turn Type Pzoteot'+OPhd%*s - Permitted Phases A94g4. °aree.ni C Effective Green, g . (s) A0044.010.0414 Clearance Time (s) Lane. Grp Cap (vph) via Ratio Perm eRatto . •. Uniform Delay, d1 liftitOg019.4414r. Y. Incremental Delay, d2 Level of Service .i:•D.(s). • Approach LOS .98 0.98 0.98 • Y:s; 0 0 0 A HCM Average Control Delay 30.7 HCM VigthiatiCtiCEIP601010,11.P , ....0.9: Actuated Cycle Length (s) 100.0 It telS If €pn Analysis Period (min) 15 dt N `D.+ °.Left.Lane Re 11;111ouUh lane Ott left lane-. c Critical Lane Group TOM :1900::' 4900: IWO =4 000; .: 9001900 . t900., 19.00 : '11900 4.0 4,0 4.0 0.99 1.00 7483 3411 •, 0.7O 7483y� :.:' }F+r�� 2477 • 1r, •.23 •:Ctf r.'•:.i'•7,'J.VT^ 233 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 :'t2$'_:.:3 90 • : tip' ih _0 �,;q.:.. 10 ,1'h0 0 9 0 0 0 0 0 5 0 ): 013 . - .,z -� :96t3: . oK:..!.1 "#:: • .0 Perm pm+pt 8 2 • 51.0 41.0 5.0 4i x:eai:A 3816 0.47 =nz " 0:fli' . • 22.5 3.7 20,2 • C C HCM Level of Service Sum of lost time (s) • 5.0 r'. : '-. •- 30 1016 c0.39 28.5 17.6 .'1 D • :4. D . 1.00 0.88 • ,1,00 1643 t0(3 1643 • °! •• 0. 10 108 8.0 41.0 5.0 674 0 •03..8 • 18.8 0.6 D D •, ,,try.: G:1043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARK\PM_Future_3_29_07.sy7 3/29/2007 Kimley-Horn and Associates, Inc. Synchro 6 Report Timings 6: SE 2nd Street & SE 3rd Avenue Lane Configurations Volume (vph) Turn Type Protected Phases. Permitted Phases Pater toi``Phases Minimum Initial (s) Minimum: Split (s) Total Split (s) Totai SpIttl%) Yellow Time (s) AII;Red Time: (s) Lead/Lag Lead -Lag, Optimize?x Recall Mode Ttttt* 4+ 3233". 713 233_ 16 pm+pt 8. • 5 2 "6. 2 2 6. 4.0 4.0 4.0 4.0 : 1s0 8:0 : -21.0 24:6 : 55.0 13.0 45.0 32.0 55 {t°k13:Q% 45 Q% 32,O% , r _, 4.0 3.0 4.0 4.0 1.0 ,o. Lead Lag None None C-Max C-Max Cycle Length: 100 Actuated_Cyde•i. tl9th;100i . .. • Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Natera e �a•- '-- Control~ Type: Actuated -Coordinated Splits and Phases: 6: SE 2nd Street & SE 3rd Avenue 2013 PM Peak Hour Future Traffic Conditions G:1043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE MARKIPM_Future 3_29_07.sy7 3/29/2007 Kimley-Horn and Associates, Inc. Synchro 6 Report HCM Signalized Intersection Capacity Analysis 4: SE 2nd Street & Biscayne Blvd (Southbound) 2013 AM Peak Hour Future Traffic Conditions Lane Configurations' ideal Flow'::(vphpl) : _ ' 1900 1900. Total Lost time (s) t.ane..Ut(k. Fa'cter' ITA., 7 Frt Fit Pi#i #tec '. •i :';'. Satd. Flow (prat) Ftt Permitted Satd. Flow perm) Peak -hour factor, PHF 0.89 RTOR Reduction (vph) 0 t::a►'t0p 1 -:@ • 111 1900. • 1:900 •190.0: `1.900 :ri:1 . 4.0 f!9'7 1.00 3433 3433 WV-_.:.9 . `W^ 0. 0.89 0.89 0.89 0.89 0.89 0..89 0.89 0{:...0,:€.' '*, : "; : di 804•: • : O, :w,: ; '... S .', ('a 1400 0 6 0 0 0 68 0 0 0 0 23 0. 4 _ ... 0 '.::.. :0: 1.442 rrrr 1900. e1.900 ., few 't:900 4.0 (04 0.85 1:00 4053�J 1:00 4053 :..:...,::. , .. a .1304 0.89 0.89 0.89 0,89 • Turn Type Protedtedt P.hase's, . r '' .+` ;}za' • . Permitted Phases a iGr 3>) : Effective Green, g (s) A at 'g/C it �._ :;,;;:: T Clearance Time (s) 1i hIdi6titt ` . Lane Grp Cap (vph) vis Ratio Perm Uniform Delay, di s1.PAr. • WW. Incremental Delay, d2 %WAY• Level of Service ;?lay (s_�:•`-`:' Approach LOS .4 .‘4,. HCM Average Control Delay E0461Liket.MPOOP.Mtg4 Actuated Cycle Length (s) Ilnterre t n , ik a' !! Analysis Period (min) `ii l' 4 O • Prot 26.8 ,:':: _• 0 7 6.0 920 949 34.1 1,90 4.9 D D A 17.2 HCM Level of Service c100.0 Sum of lost time ,499.9 ' ; IC L81 el of: ;.:;-• 15 • 8.0 custom nn6 65.2 • r ' Ot65 7.1.;r 0:' 2643 0.36 • 405 9.4 0•47 0.7 A G:1043103000-One Bayfront PlazalCalcslSynchro\FUTURE_MARKIAM_Future_3_29 07.sy7 3/29/2007 Kimley-Hom and Associates, Inc. Synchro 6 Report Timings 4: SE 2nd Street & Biscayne Blvd (Southbound) 2013 AM Peak Hour Future Traffic Conditions Lane Configurations ualuma (vph) Tum Type Ptotect0.'PhOses Permitted Phases aatettbt Phases; Minimum Initial (s) MiitMUtti Split: Total Split (s) Totalp1it.,(%) Yellow Time (s) t- d Time, ( `r i Lead/Lag Le8d-La t Optitraze? Recall Mode 4\ d 'i'i rrrr 716 f 1304 Protcustom 435 5. 6 4.0 4.0 33.0 67.0 :0% 510% 4.0 4.0 2.0 Lead Lag xF. None C-Max Cycle Length: 100 A;otuafet:Cycle Length:..100 • °r z x - . CL Y Offset: 0 (0%), Referenced to phase 2: and 6:SBR, Start of Green taturai Cycle. 4(1 •- .<_�__= , -x= Control Type: Actuated -Coordinated Splits and Phases: 4: SE 2nd Street & Biscayne Blvd (Southbound) 1 05 141 06 G:1043103000-One Bayfront PlazalCaics\Synchro\FUTURE_MARKIAM_Future_3_29_07.sy7 3/29/2007 Kimley-Horn and Associates, inc. Synchro 6 Report HCM Signalized Intersection Capacity Analysis 4: SE 2nd Street & Biscayne Blvd (Southbound) --► 7 ■ k 4\ Lane Configurations WOO 140174: Total Lost time (s) Lane.Util. Fa t== • _ Frt Fit,Piot •: .. Satd. Flow (prot) Ett'Perr ►hied aSJat�d`.. FlowFl'(({perm) 'Rf�CIW`.f4E'4b):' R R , . Peak -hour factor, PHF 0.95 RTOR Reduction (vph) 0 Lane::0 .up Fli•'s ( = Tum Type R.7103400.04#1% .t:900 Permitted Phases ati : reel ):• . . Effective Green, g (s) ittiat ittigtS".r''. Clearance Time (s) shuts ExteisillOW Lane Grp Cap (vph) vis Ratio Perm Uniform Delay, d1 rrogs Jon F.. .z • . - Incremental Delay, d2 Level of Service NsProach-DetigYiPI Approach LOS 1900 '1900 1900 =1900 . 1909:ic1.900 :?)! 4.0 1.00 :a y� : ..V aJ:r 3433 --1=-=?E_2774 eau =:el 3433 •O L r, 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0 0 0 0 0 16 AjEctillt ;t . • 0+ 4o23 Prot 37.1 6.0 1274 riria=a° • x_. • • • • A HCM Average Control Delay 25.3 trak . ottAme. acttralo ' jat.-,. Actuated Cycle Length (s) 100.0 V :*AM tlt=•.:lt;'Q Analysis Period (min) 15 • • 28.2 3.8 C ::: ;.34-9'. 1 C • HCM Level of Service Sum of lost time (s) 2013 PM Peak Hour Future Traffic Conditions rrrr 1900 !low 190.0.4 4.0 :Oti64 0.85 1.00 4053 4053 0 .. . 0.• •. 4436 0.95 0.95 0.95 0.95 0 0 0 0 57 p;,:.... ;4 • • 0 '`14 6 custom • 8.0 6 ::52.9 54.9 as 6.0 �.0 2225 0.37 0.09 15.9 123 1.3 r ' :2Oi8 C e G:\043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARK\PM_Future_3_29_07.sy7 3/29/2007 Kimley-Horn and Associates, Inc. Synchro 6 Report Timings 4: SE 2nd Street & Biscayne Blvd (Southbound) 2013 PM Peak Hour Future Traffic Conditions Lane Configurations Volu e;(yph); Turn Type Protected Phases Permitted Phases Detect -P ses • Minimum Initial (s) MIoimu Split fs.) . Total Split (s) Tatar Split,():.--, . Yellow Time (s) Alj'Re.e (s):. Lead/Lag Lead-Lag:Opttr tte?-. Recall Mode "�. rrrr =9. i7. i436 Prot custom 5. 6 4.0 4.0 49.0 51.0 49.4* 41 C _ 44.0 .ff..70.24c.00 F.:4.0 d 40 Lead Lag None C-Max • Cycle Length: 100 gft... - Offset: 0 (0%), Referenced to phase 2: and 6:SBR, Start of Green Natura{:.• Control Type: Actuated -Coordinated Splits and Phases: 4: SE 2nd Street & Biscayne Blvd (Southbound) • 4\ 05 4, 06 G:\043103000-One Bayfront Plaza\Cafes\Synchro\FUTURE_MARK\PM_Future 3 29 07.sy7 3129/2007 Kimley-Horn and Associates, Inc. Synchro 6 Report HCM Signalized Intersection Capacity Analysis 2: SE 1st Street & Biscayne Blvd (Northbound) 2013 AM Peak Hour Future Traffic Conditions 4r Lane Configurations VII tnt Idea Flick (1ip4 . • 4900. 1-909 .19o0. , 1900. :190tr 11'90Q:. . Total Lost time (s) 4.0 4.0 Frt 1.00 1.00 Satd. Flow (prot) 4990 6408 Fi POlt lltted: ' ` ...95 , . 1; f ,' ;: :. . Satd. Flow (perm) 4990 6408 Peak -hour factor, PHF 0.97 0.97 RTOR Reduction (vph) 331 0 Ir i' Riati t i✓[[ :t1I p ': = IA96: ..'-' t . Turn Type t=Pt4se9 Permitted Phases Actuateir,G ert gAsl- Effective Green, g (s) ?t 91C;' Clearance Time (s) 0.97 ,0/Y.97 0.97 0.97 /0 0rr //0 ::. 0 .-. • 31.0 61.0 Y `-{ 4.0 4.0 v/s Ratio Prot c0.11 -:R4?ei?. .. v/c Ratio 0.13 OHM rrt Dela; 41 Progression Factor 0.00 inOr et ,:ti2 Delay (s.) LiwC4'001refti Approach Delay (s) ADM* ', : ,3p:•.. HCM Volume to Capacity ratio 0.27 Intersection Capacity Utilization 28.5% 1-636090000 t'k :-..;a.:.'=' . ..4,6`.,•-; c Critical Lane Group ;198 -47 c0.13 0.22 1.00 :6114.• 8.9 � 8.9 0.0 ICU Level of Service A • G:1043103000-One Bayfront Piaza\Calcs\Synchro\FUTURE_MARK\AM_Future_3_29_07.sy7 3/29/2007 Kimley-Horn and Associates, Inc. Synchro 6 Report Timings 2: SE 1st Street & Biscayne Blvd (Northbound) 2013 AM Peak Hour Future Traffic Conditions Lane Configurations Yolume'(vph) Turn Type Protected ,Phases Permitted Phases Detector PlleSes Minimum Initial (s) IVtinirnurn Split':(s):' ; " Total Split (s) Total Split.(.) ;. Yellow Time (s) A114"i1010 Lead/Lag Leettitreg Optiritzb7,. Recall Mode •� I tttt 83:8.. • 1 .:4 . 8:.: • 5s, 1.0 1.0 1.0 1.0 1.0 1.0 20'020.0 50 :40.,. .; Via) ..:..,:4a0:.:. 35.0 65.0 61.0 4.0 31.0 4.0 G04t~�50�/0: ,61 fa>- 4°::.: 10 4% 4.0 4.0 4.0 2.0 4.0 2..0 -Oa ` Lag Lead Lag Yes Yes: i ax Max Max Max Max Max Lead Cycle Length: 100 _= n9.. I !x_ Actuated: < lf� L.e � • ::1"tlA` - � ; -.... � ... •. � 3� ___ eft_=0 Offset: 0 (0%), Referenced to phase 2:, Start of Green Habtlrt Ft yo e 4f] } F = ;= .:r' Control Type: Pretimed Splits and Phases: 2: SE lst Street & Biscayne Blvd (Northbound) G:1043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARKIAM_Future_3_29_07.sy7 3/29/2007 Kimley-Horn and Associates, Inc. Synchro 6 Report HCM Signalized Intersection Capacity Analysis 2: SE lst Street & Biscayne Blvd (Northbound) 2013 PM Peak Hour Future Traffic Conditions 4\ t 4/ Lane Configurations ',VItiti Ideal Flow (vplifd); !•••„110Ai 1900 'Aldo 1130- -19.00'.- 4000 Total Lost time (s) 4.0 4.o Utili FV,Or Frt 1.00 Fit'PrOteCted' . 0.0 Satd. Flow (prot) 4990 Pit Pc#04,1tteil: • :mg/ :119.5 Satd. Flow (perm) 4990 YOlutife (41#1r ,t!EVer, 1195, • • Apo. • ••,-: • . too • :too. •••-• 6408 • 6408 Peak -hour factor, PHF 0.93 0.93 ;.:; O.; RTOR Reduction (vph) 36 0 Lne GrouP:900/04,1,249 Turn Type Protected Phases •W. Permitted Phases if).UlafttOre#0 3 (0) O 67.30,y:o • Effective Green, g (s) 39.0 1$444.100,40 tLL 049 -- Clearance Time (s) 4.0 410001.40000,011:404 v/s Ratio Prot c0.26 /ItTPe v/c Ratio 0.64 24$f Progression Factor 1.21 ffleregi.er*1001WO.:.: . • •••• , 1.,rAtiVein'•• " . ,. • • ..!• • ("a' 0.93 0.93 0.93 0.93 0 0 0 0 Acrnic ,;.: 53.0 4.0 c0.24 0.45 1.00 '42! ."•• Delay (s) 31.1 15.0 4.4*.0.001Yitfe: -7-2. • • 0...41714.1306. Approach Delay (s) 31.1 15.0 0.0 Aliplakia War. • "T;:..J"i: •:(•••i,.!:.. • • •• " • ;'..-••.• • . !.2.: ' 7 •Ut`i737'..g2-all-We:PHianti.NratiraiC=f ...,.„.. HCM Volume to Capacity ratio 0.54 AdifeekeeitittlietOYSir. '''T:'14010 .....:' :71***°130/410)Ii l't :....50 . Intersection- Capacity Utilization 50.2% ICU Level of Service A .Aceb/000014.47441 ; ' '.':' '. -.'.-i!:- i.zi'41;5- : - • .."''..:!.)4D;'.ee %;.-,-,- .;'' 'i::.t•!...:1i ...... c Critical Lane Group • ,•-• •••,; , `.1 G:1043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARK\PM_Future_3_29_07.sy7 3/29/2007 Kimley-Horn and Associates, Inc. Synchro 6 Report Timings 2: SE 1st Street & Biscayne Blvd (Northbound) 2013 PM Peak Hour Future Traffic Conditions Lane Configurations Volume (ypii) Turn Type Protected Phases, __ _ 5 3 _._ 4 7 0 Permitted Phases Dete tVSPh is. 5 ,::._ , _ .: R Minimum initial (s) 1.0 1.0 1.0 1.0 1.0 1.0 Minimum Spillt (s)- 20:0.::: ill l?, 5,0 4:0 Total Split (s) 43.0 57.0 14.0 43.0 8.0 35.0 Total 800 (4 41:0% 57 0%s r414 `.4 ,8 4.0 4.0 4.0 2.0 4.0 2.0 t Ol 0,0 .0.0O Y+:.. Lead Lag Lead Lag leM = y Y ytki Max Max Max Max Max Max Yellow Time (s) All.Roo.. nt* p:a. Lead/Lag Leadl-L.LO C/Pttrirtze? Recall Mode MI tttf. 1195 V Cycle Length: 100 Act Oyd x itth:1.01'd 1114- --- Offset: 0 (0%), Referenced to phase 2:, Start of Green Nat4ritIcY40:014' Zs Control Type: Pretimed Splits and Phases: 2: SE 1st Street & Biscayne Blvd (Northbound) G:1043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARK\PM_Future_3_29 07.sy7 3/29/2007 Kimley-Hom and Associates, Inc. Synchro 6 Report HCM Signalized Intersection Capacity Analysis 1: SE 1st Street & Biscayne Blvd (Southbound) -"A Lane Configurations 140 flow,.:(vphpl) . Total Lost time (s) Latitf•.0.01;.11))10t Frt tft) *Wit; '190 4.0 : • • 0.95 Ft R.4110tail• - • •: 140- Satd. Flow (prot) 4826 FtWeveitted -211; . 1‘.'; Satd. Flow (Rerm) 4826 011W6104 Peak -hour factor, PHF 0.87 9.87 RTOR Reduction (vph) 0 28 WOW* fiEt$ Turn Type Protected Phew .4 Permitted Phases ,Watetfi010010.* Effective Green, g (s) 27.0 A*41100:90ititrO • Clearance Time (s) 2013 AM Peak Hour Future Traffic Conditions .tttt 1900 1900 1900 1900:11009.- 4000 1000:i:-. :1.X14 1900..19190 4.0 • • 0:80 . • 1.00 _ ' • . 6390 6390 . . 265 - . ; 0.87 0.87 0.87 0.87 0.87 0.87 1931 :0' J; ':'•!?. • 0 0 0 0 0 0 2'44* 4'. ti8W030.•41.***,' : vis Ratio Prot c0.18 411;411.0•PitiliEl • • ILP' • . k;' . T.? vic Ratio 0.64 • utitroometosto • • igopi„ Progression Factor 1.00 .14001.**11;004Y5,4111';:;:::-It...1k:14: Delay (s) 34.6 .14001.0441010k . • Approach Delay (s) 34.6 14440aitgit(*.:: .• • • Intersection Capacity Utilization c Critical Lane Group • -• . • . • • ' 72 1227 0.87 0.87 0.87 0.87 Atr--:•,,,414 -14110 . 0 0 0 9 0 •!01:•• • . 14%. -0 custom 3 'I air ....St; 1 57.0 • :0:67' 730.4.Z.' • ••••023.• , •• 0.41 • i'X•0;"•: 1.00 12.4 0.0 0.0 12.4 • • .2 • .7hlgiOltafti 0.49 OOEA SOttbnOttl*A1-,-: vOtArg!s 40.8% ICU Level of Service A •-•••:••-••. • • ::.• • . , 7: 1. - • :1` G:1043103000-One Bayfront PlazatCalcs\Synchro\FUTURE_MARK1AM_Future_3_29_07.sy7 3/29/2007 Kimley-Horn and Associates, Inc. Synchro 6 Report Timings 1: SE 1st Street & Biscayne Blvd (Southbound) Lane Configurations Vn1umea'(vpt ) Turn Type Protecfd.: Phas= Permitted Phases NOW t Phases Minimum Initial (s) Witt/1111 8pIit•( Total Split (s) Yellow Time (s) All-R lrri'e (o) Lead/Lag L ti e? Recall Mode 35.0 65.0 o . tQ°a :3 1.0 1.0 20.0 65.0 61.0 Wit G4d 4.0 4.0 Lead Max Max C1'.yycll1ep��yLength: 100 •. Y itti�#.Ni,.K!".. j e Length: ib,O 43Yr_gits: Offset: 0 (0%), Referenced to phase 2:, Start of Green .. W air f.t1 fi�c�lR�:44 MOW Control Type: Pretlmed 1.0 1.0 1.0 4.0 ..20.0 .5.0. 4.0 35.0 31.0 ) 4%;a 35%-. 31°h 2.0 4.0 4.0 04:1 Lag Lead lies° Max Max Max Splits and Phases: 1: SE 1st Street & Biscayne Blvd (Southbound) 1.0 "i . A:O 4.0 2.0 Lag yes. Max 2013 AM Peak Hour Future Traffic Conditions 141 ♦ 08 G:1043103000-One Bayfront PlazalCalcs\Synchro\FUTURE_MARKIAM_Future_3_29_07.sy7 3/29/2007 Kimley-Horn and Associates, Inc. Synchro 6 Report HCM Signalized Intersection Capacity Analysis 1: SE 1st Street & Biscayne Blvd (Southbound) 2013 PM Peak Hour Future Traffic Conditions Lane Configurations Id* Row ); _. Total Lost time (s) .:.F.r ++ itfft lop . 1 .00; '199p:..1:91 '•,; 490f 1900 1:I900. :1400,:.•.-190) 19QQ. ':.1.900::-Appo 4.0 1:9‘1=s Frt 0.95 Fit Pt t .. 1.0 Satd. Flow (prot) 4825 FIVI4enTatted ; 1;00' Satd. Flow (perm) 4825 Peak -hour factor, PHF 0.96 0.96 0.96 :?flow i,}; 0 •'I:62<='`'601,. RTOR Reduction (vph) 0 28 0 k: 'F (1 .14110_:*2 :0 Tum Type Protected :, 47 Permitted Phases Effective Green, g (s) 47.0 Actu t tit -i . E`4 Clearance Time (s) t..114f00;04Wii NO) vls Ratio Prot v/s= R: v/c Ratio U Progression Factor In mn a= Dy�ell/Sayr�(s) Approach Delay (s) 15.7 HCM Volume to Capacity ratio _ 0.59 i A te•:L =ram .ice' 100.0 Intersection Capacity Utilization 56.9% c Critical Lane Group c0.37 0.77 --. 0.60 15.7 alk 4.0 1.00 1.00 6378 6378 10 :10, ; - : Q. 0' 0 : 103: a82, .. 0 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 9:•,.. 1.0 f 0.:....;• -•: 0 0 0 0 Q 0 0 0 18 0 =7 custom 0.0 ICU Level of Service 0.0 1 3 ;0 45.0 0.39 1.00 18.7 • 18.7 G:1043103000-One Bayfront Plaza\Caics\Synchro\FUTURE MARK\PM_Future_3_29_07.sy7 3/29/2007 Kimley-Horn and Associates, Inc. Synchro 6 Report Timings 1: SE 1st Street & Biscayne Blvd (Southbound) 2013 PM Peak Hour Future Traffic Conditions Lane Configurations Volurnel\sph) Turn Type ProtectedRroteotpa R ases Permitted Phases Detectol' P Minimum initial (s) Minimum SOW). Total Split (s) Total`it (' Yellow Time (s) Alt -Re .TiniC:i) Lead/Lag Leacggfg.Op a '� :•?' Recall Mode ++t+ Fitt 11i6 912_ 47 3 $ 1 47.. 38... 1.0 2a.o. 51.0 49.0 57.0 1�la�ia�= %: 4.0 Max 1.0 50 14.0 4.0 Lead Max Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:, Start of Green Control Type: Pretimed __'t a. 1.0 1.0 1.0 1.0 4.0 2.0.0 ; .: 5.0 =4.0 43.0 43.0 8.0 35.0 ...$% 3$O/ 2.0 4.0 4.0 2.0 Lag Lead Lag Yes 'Yes Max Max Max Max Splits and Phases: 1: SE 1st Street & Biscayne Blvd (Southbound) G:\043103000-One Bayfront Plaza\Calcs\Synchro\FUTUREEMARK\PM_Future 3 29_07.sy7 3/29/2007 Kimley-Horn and Associates, Inc. Synchro 6 Report HCM Signalized intersection Capacity Analysis 5: SE 1st Street & SE 3rd Avenue 2013 AM Peak Hour Future Traffic Conditions Lane Configurations I0050411). • Total Lost time (s) lanefil.. motor' Frt Fi Pkojecte . Satd. Flow (prat) F4 (eroAtect s. Satd. Flow (perm) Peak-hour factor, PHF RTOR Reduction (vph) Turn Type I .. Permitted Phases 2 6 Atitgati461006i444 . ' . ; 3' 1A • . i§ttii Effective Green, g (s) 44.2 52.1 52.1 ;aategT .i 'c_ _ :Y . .�'� , .�:.• Q:4 0:050C.A0.8 Clearance Time (s) 5.0 3.0 5.0 Lane Grp Cap (vph) 1369 1025 1078 tLs rp :.: v/s Ratio Perm 0.21 0.03 �y�].Y�'.�/w,�ap�/(�,�}} y++ P 4..0 0.99 5059 5059 -1046 11900 1 :1900:-.::i#00; . 4.0 4.0 4.0 ,a .f b.. 0.85 1.00 1.00 4,06 2787 1770 1863 1.:60 A95,;:.140 2787 1770 1863 900 41407 4O l' (;f<, . <:.:.t;:F �� t ,=r '• sail': -' ,-, .:? -;, ; .. 0 0.91 0�.9�y1.0.91 0i■.91 0.91 0.91 0.91 0.910.91 0.910.91 0.91 w ; O 0 6 0 0 0 0 0 0 176 21 0 0 :*4 0 custom pm+pt 29.9 5.0 1681 • Uniform Delay, di 26.9 P 'SQO .: a ; :.1.i_° •`_., Incremental Delay, d2 2.2 Level of Service Approach LOS HCM Average Control Delay Actuated Cycle Length (s) Analysis Period (min) 23.8 90.0 15 • ' >.a ICE a ' A HCM Level of Service . a�i.:' • .,. :� :!'y��:, r�RSf.�; ti.,3: ':2., •.Ir:'.. I S,, _. _a Sum �� of lost time �](s) 12.0 r. :'-i1'�%.T"rLo 0)10f ..Be?g `_1 ..rl ti�>,liC-..r �_;A r4•I F..1i .. %....:..�Y ^ • 13.6 8.1 8.1 0.5 0.0 0.0 14.2i : B A A B A • G:1043103000.One Bayfront Plaza \Calcs\Synchro\FUTURE_MARKIAM_Future 3 29_07.sy7 3/29/2007 Kimsey -Horn and Associates, Inc. Synchro 6 Report Timings 5: SE 1st Street & SE 3rd Avenue --� \* Lane Configurations Volume Tum Type Pr ateoxad'PWOr Permitted Phases Det ttt;P*0A Minimum Initial (s) Minimum:vpfi _(s) Total Split (s) Total Split':(%) • Yellow Time (s) Lead/Lag LAEld-Ltit Opti ize? :. Recall Mode 4410 i*r 040. .526 51 custom pm+pt 4 . 1. 2 6 4;2:.,1..-.▪ .6� 4.0 4.0 4.0 4.0 2 A...-:.:240..:. 8:0 21,.0__ 53.0 24.0 13.0 37.0 5$:90.4: fk,: t4:4°,fo..:4'F, 4.0 4.0 3.0 4.0 Lag Lead 4' None C-Max None C-Max • 6i It • Cycle Length: 90 AGtU + ; f r ;.. Offset: 0 (0%), Referenced to phase 2:NBR and 6:SBTL, Start of Green Natural Cy ei:•50 :' . _ x -,,, ,,, ..... Control Type: Actuated -Coordinated Splits and Phases: 5: SE lst Street & SE 3rd Avenue 2013 AM Peak Hour Future Traffic Conditions c • G:1043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARKIAM_Future_3_29 07.sy7 3/29/2007 Kimley-Hom and Associates, inc. Synchro 6 Report HCM Signalized Intersection Capacity Analysis 5: SE 1st Street & SE 3rd Avenue 2013 PM Peak Hour Future Traffic Conditions Lane Configurations ter.Eitgoiotkpo.�.� .. Total Lost time (s) k t't til 'F :O...'. Saar Frt Satd. Flow (prot) Periiiittet Satd. Flow (perm) VOIu to )` Peak -hour factor, PHF A11;Etr i:(v '=''` RTOR Reduction (vph) LostWO.ra01:r Turn Type t tec :1?!hases . Permitted Phases 40.0. f ' 04#). Effective Green, g (s) AW teeIpcou.6 . . Clearance Time (s) Vttote~Fie (.‘) .. ' . Lane Grp Cap (vph) v/s Ratio Perm vtc R> ti ... Uniform Delay, d1 Fr99M.40020.07fr Incremental Delay, d2 Level of Service Approach LOS 1'00+ >`ti9Q0 - ,i9 y, :.:1i9O,O 4.0 0.98 5000 UWE 5000 0.93 0.93 0,93 -.::90: 0 31 0 19.5 5.0 975 tk• . a-. • 38.2 4.0 .422 :F . D 3 3'•, • D 4\ isoo 4. 19120-419610 :., 1' rid 4900 '1900 1906 4900' °1900 4.0 4.0 4.0 0.85 1.00 1.00 1.:OAS 1410. 2787 1770 1863 •41.:00 • 0..99 :1100; 2787 1770 1863 . ` .. O .. 0 :'0!' . r41 '•`; • 45 n 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 : o. 0 Q_`:• :• '32.:'' ' 0 0 0 0 0 0 153 9 0 0 ., ... os•:.,r f pF 48, 0 custom pm+pt 2 6 66.0 72.5 72,,5 •.&55i 0,72.-' 5.0 3.0 5.0 1839 1283 1351 . .11. 0.16 0.02 • # U7:! . 1D 0 :' '017/4' 6:5 3.8 3.9 0.1 0.0 0.0 • A C HCM Average Control Delay 35.6 HCM Level of Service Actuated Cycle Length (s) 100.0 Sum of lost time (s) fr►E 409 ttor : Y :' 4 • -. V T U' 01" •. Analysis Period (min) 15 C A A A 12.0 .: G:1043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE MARK\PM_Future_3_29 07.sy7 3/29/2007 Kimley-Hom and Associates, Inc. Synchro 6 Report Timings 5: SE 1st Street & SE 3rd Avenue p \, Lane Configurations voletiei (voh) Turn Type Protected PtI SeS- Permitted Phases DetectorrPhases:.. Minimum Initial (s) Mti if turn pt(€ Total Split (s) TOt l .) Yellow Time (s) AI!""Wrih {sj: Lead/Lag Lead -LAM Opthi ize1• Recall Mode +ft. fir 658. 410 30 custom pm+pt 4. t 6 2 6 +_;, ..:. 22 . ..1 ,6 . . 4.0 4.0 4.0 4.0 21..0• 80 21.0 63.0 24.0 13.0 37.0 .� * 24:094- .13.4Pk==37.0%a: '? . ..:... 4.0 4.0 3.0 4.0 001'= Lag Lead 45 None C-Max None C-Max Cycle Length: 100 Actuat •l antgttl e:00... Offset: 0 (0%), Referenced to phase 2:NBR and 6:SBTL, Start of Green Control Type: Actuated -Coordinated Splits and Phases: 5: SE 1st Street & SE 3rd Avenue 2013 PM Peak Hour Future Traffic Conditions G:1043103000-One Bayfront Plaza\CaIcs\Synchro\FUTURE_MARK\PM_Future_3329_07.sy7 3/29/2007 Kimley-Horn and Associates, Inc. Synchro 6 Report HCM Unsignalized Intersection Capacity Analysis 19: SE 2nd Street & West Driveway 2013 AM Peak Hour Future Traffic Conditions Lane Configurations pe: =s SipQontrol • Free Stow.: Grade 0% 0% 0% Void, .( 0ti r Q ::..• �. ":14 Q ::.:. ,: � ..:; .,• Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 WdtUi y t to (vptr) .,0-!%. ', :'.:1•R T ' :) Pedestrians Caine �Ritltl:4ft,a,r_ :� Waking Speed (ftls)_ Right turn flare (veh) MerSAISOi Median storage veh) Ups _:sI :aI >(ft pX, platoon unblocked vC1, stage 1 conf vol _ vCu, unblocked vol 2135 �t�C`' , 2 stage (s)• 44 yy p0 queue free % 100 100 49 0414.40�) ;ate: ,.. ^: .. Volume Left YO.WeAtitV;i, cSH Queu.e Length (ft) Cori#>D(i Lane LOS Approach LOS • rrr '•'�:' 1861 671 'i•4 '. 1. 1 'IJ.k-...�' � i:fi. O. 0 •.•: 0 0 0 0 .,.0.. 1700 1700 1700 1700 399 399 399 0 0 0 0 15 15 15 c c c C • "►• ., ' Average Delay 1.4 •I01,040 o4• C Mit t i ti_ %! • . , �x > <'..,1 .0,; Vie. � 't-:. * ' � = ',: }� F Analysis Period (min) 15 •i: 11 .1:.. G:1043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARKIAM_Future_3_29_07.sy7 3/29/2007 Kimley-Horn and Associates, Inc. Synchro 6 Report HCM Unsignalized Intersection Capacity Analysis 19: SE 2nd Street & West Driveway Lane Configurations $416toritroffn Grade 1{er .0 e`t$ltit.) Peak��Hour Factor 140�" itt1 et/��t L) Pedestrians Walking (S� Speed (fft/s) C'.== -' iKF!'n'0004Y'I Right turn flare (veh) M' Median storage veh) Upstr::signal'j*) pX, platoon unblocked vC1, stage 1 conf vol irigAlittO 2 f G... ; ilia;: --... vCu, unblocked vol 2607 (Si 06110-(411R- tC, 2 stage (s) .Y,.=. p0 queue free % ). Volume Left V 10# r' cSH VVluir.4*.qap r•, Queue Length (ft) Lane LOS Approach LOS tat) Irree. Eyes 0% 0% ••:04.. 0.92 0.92 0.92 •p. `'. ". •`•2460 rriti 0.92 0.92 0.92 lam:,• 1•:. ,.., 100 J 100 0 .14 0 0 1700 1700 1700 0 0 0 Average Delay 7.9 l t > w ltyrt 11111*tiptil';, 4,7 : :5912f Analysis Period (min) 15 0 0 n 0 0 1700 389 389 389 • 0: ::3 .TOtln-,4*ice .t 1 =::, 0 • (� (�j1{�28 gy�1�26 12f8 D D D • 2013 PM Peak Hour Future Traffic Conditions • G:1043103000-One Bayfront Plaza\Calcs1Synchro\FUTURE_MARKIPM_Future_3 29_07.sy7 3/29/2007 Kimley-Horn and Associates, Inc. Synchro 6 Report HCM Unsignalized Intersection Capacity Analysis 23: SE 2nd Street & East Driveway 2013 AM Peak Hour Future Traffic Conditions Lane Configurations Stiptetitittot Grade Peak Hour Factor KatitiY1 ` 0 ) .::_; Pedestrians t anci itfdth (ft) - Walking Speed (ft/s) P ! to 4 .03;:. Right turn flare (veh) Mil°: . Median storage veh) Dp eamsidt :: J_ . pX, platoon unblocked vC1, stage 1 conf vol 1' ''• 2 .0)11V Lrs . vCu, unblocked vol tC,.S1 o-( tC, 2 stage (s) p0 queue free Volume Left VOZTORght cSH VdOnmilto Queue Length (ft) Lane LOS Approach LOS 1111� 'fee;; F 0% 0% 1034 0.92 0.92 0.92 ' 1410 r '• 2135 100 • 1 1 0% ....op..• : 0.92 0.92 0.92 2165 564 100 100 A..• •... •• - L_• a 0 0 0 1700 1700 1700 1700 9 •j�. ,�__ �;.<r- �ram: f; : _.; _ - .�:�.' .+a..:.r 'J .. - fir.,.. •.. ,. `FiF •-'_`.'f,. E',i :J, �.ax�� .. �.h_�;,''i i . '1 FT 7:. t .. _ c:-Y!... r �''' �?•.P`1 .11':"�.;: .`,. fit'-��: (.: _ 3�-}:•� J•. a _, 0 0 0 0 01'.04.4 Average Delay 0.0 Analysis Period (min) 15 • • • • G:1043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARKIAM_Future_3_29_07.sy7 3/29/2007 Kimley-Horn and Associates, Inc. Synchro 6 Report HCM Unsignalized Intersection Capacity Analysis 23: SE 2nd Street & East Driveway 2013 PM Peak Hour Future Traffic Conditions Lane Configurations MT. Stan Contret °' ;;} E ==_Free Grade 0% 0% Peak Hour Factor 0.92 0.92 0.92 )40-Mtr E' h)- ';: ,.' lt� 17: • .;,L:0r ' Z607 Pedestrians (f! tcc3Y[ ! ' ige[14 ice'? �rxe:°�lltiii3t> ?_ € Walking Speed (ft/s) PPOOIKAROP Right turn flare (veh) Median storage veh) 'sigi. (ft)f-3&.' .2: pX, platoon unblocked vC1, stage 1 conf vol ,�•i - +,; vCu, unblocked vol r 2634 • tC, 2 stage (s) p0 queue free % 100 Volume Left 0 0 0 1• , .0' lc�S�H'�.{.J,r� r+�,, ///��� 1700 1700 1700 P o moto . � F� ^.''�� . :.(444 Queue Length (ft) 0 0 0 Contot,.., *s^' Lane LOS Approach LOS Average Delay 0.0 Analysis Period (min) 15 • 0% 0.92 0.92 0.92 =3S 1700 0 • 2520QQ�yf¢� 665 100 '100 : ;; tegOvehb(140.- v 4- • G:1043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARK\PM_Future_3_29_07.sy7 3/29/2007 Kimley-Horn and Associates, Inc. Synchro 6 Report HCM Unsignalized intersection Capacity Analysis 17: SE 1st Street & West Driveway 2013 AM Peak Hour Future Traffic Conditions Lane Configurations SigrYC:tY". Grade • a �r VoIume'(v' 1 Peak Hour Factor Pedestrians Walking Speed (ft/s) PU• =e3 Right turn flare (veh) Median storage veh) P.POrtzttkoktiti$41# .• pX, platoon unblocked v ,a� 01 uume. vC1, stage 1 conf vol *Ogigatie ROM vCu, unblocked vol tC, 2 stage (s) tt- p0 queue free % slaiintiettitik Volume Left UOmeRt cSH INViikto Queue Length (ft) Lane LOS -'► *`i' se 4 Ft* 14? . - o. 0.92 0.92 0.92 frr Free ;Stop ='a4.1 .. . 0% 0% 0 .0 Atly 0.92 0.92 0.92 .• • 1865 1556 725 100 0 0 0 0 ^'I47 1700 1700 1700 368 0 0 0 4 0:48,,g . . 100 86 0 0 368 368 • 4 4 c c C ^'olo,.. 160 :4& 1•��?r ���i':-1'i•�',ti.�..t Y''�..-?SRC" t �+,.Jy f'1.7i . Approach LOS C r Average Delay Analysis Period (min) ,�,,•.jQ�0.4 15 �'•: 1z. _ G:1043103000-One Bayfront Plaza\Caics\Synchro\FUTURE_MARKIAM_Future_3_29_07.sy7 3/29/2007 Kimley-Horn and Associates, inc. Synchro 6 Report HCM Unsignalized Intersection Capacity Analysis 17: SE 1st Street & West Driveway Lane Configurations Signs: *ol Grade Volume ((ANN Peak Hour Factor HOWiTOW rate (vph) Pedestrians Lane WO (4) t °# -=Y Walking Speed (ftis) ++t. Eyes: +�0p% 3�( (� p, 'f 85 'ZQ "e ?� 6 •. `Q. e' 4s0--si➢::1350 0.92 0.92 0.92 0.92 0.92 0.92 Right turn flare (veh) Mtiak, >;. �:.� ,r Median storage veh) Uiastrs:a tstgnet (' _ i} -- °_=g pX, platoon unblocked vC1, stage i±1 conf vol MG2,:A 1#2 on:s+1a111, .. 'a vCu, unblocked vol tip,>st *Paa tC, 2 stage (s) p0 queue free % `c>('r. rirri cb . •1=res;octve 0% 0% Volume Left 0 Vegiftieilthr cSH 1700 Queue Length (ft) 0 Lane LOS Wthgtktkii*(4:, CO, Approach LOS Average Delay Analysis Period (min) 'WI • 1071 100 0 ' 962 393 • 100 36 1700 1700 606 606 606 0 0 20 20 20 B • :B . B B 3.3 15 V F. 2013 PM Peak Hour Future Traffic Conditions ♦,N G:1043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARKIPM_Future_3_29_07.sy7 3/29/2007 Kimley-Horn and Associates, Inc. Synchro 6 Report HCM Unsignalized Intersection Capacity Analysis 21: SE 1st Street & East Driveway 2013 AM Peak Hour Future Traffic Conditions Lane Configurations Sign Ctintnal Grade Peak Hour Factor 0.92 0.92 0.92 HOOMMOVO t :rk pit'} :. . Pedestrians LaneltiletijQ . Walking Speed (ft/s) Right turn flare (veh) Median storage veh) 4000411.1 pX, platoon unblocked it :!t 64' v.�gC11, stage 1 �cponnff,+vool ..Pad Stagi ii^J'4flf VV1. vCu, unblocked vol tC t0°4;r,a 1 �t}C, 2 stage (s) p0 queue free % Vtut11e' otd .t-. ' Volume Left cSH Queue Length (ft) Lane LOS Approach LOS f t+ 0% 1249. 1299 4.c1. r•:. ' !! `% • 100 P2fY Fra*....top; ..:., 0% 0% 0.92 0.92 0.92 230 0 0 0 0 1700 1700 1700 571 0 0 0 6 BB` B 1299 433 100 93,,y .i.Cy'.s'tir Average Delay 0.4 '10t0r , l ?• 11#0. 1L £i'`'=: ':':._-: 1CV: ` ti V. F.`ri -....,,,:•.; Analysis Period (min) 15 r.. • G:\043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARK\AM Future_3_29_07.sy7 3/29/2007 Kimley-Horn and Associates, Inc. Synchro 6 Report HCM Unsignalized Intersection Capacity Analysis 21: SE 1st Street & East Driveway 2013 PM Peak Hour Future Traffic Conditions Lane Configurations 41W0.010 Oracle WILMW(16#141Npff. Peak Hour Factor R3.00frivattgiVik: Pedestrians Lane Walking Speed (ft/s) FftettAkitaageliir. Right turn flare (veh) Median storage veh) VINAVTalfAn pX, platoon unblocked 0,4101W1.# WOO' vC1, stage 1 conf vol q9.24144e gtpefVet. vCu, unblocked vol giaglalaM. - tC, 2 stage (s) p0 queue free % OM kftAtiarahlti) tii• Volume Left +ff • _ .F4*. Free 0% 0% 0% 4144„.. Q 0 0.92 0.92 092 0.92 0.92 0.92 •••••42 0• ::•••,7.:.;0y,• : ^ • ' • .••• .. • . .7.44g". • • • .2.f. 1.242 1242 414 • tt - • 100 100 88 Vdaegint 7.111 cSH — V010581g0,00 '1\• Queue Length (ft) WilitrOffigkOK Lane LOS NO1500106010111• Approach LOS .. • • o 1700 1700 1700 587 .:i•ittg44tti2+ .".24 4.42i 0 0 0 10 ,0 .. Average Delay 0.6 ititk$040.'010,0thbr4tide:, Analysis. Period (min) 15 • '..•• ". .; • • • B • A0•1401041:0ffergOef4. • G:1043103000-One Bayfront PlazalCalcs\Synchro\FUTURE_MARKTM_Future_3_29_07.sy7 3/29/2007 Kimley-Horn and Associates, Inc. Synchro 6 Report ■ Revised Traffic Impact Analysis for Submittal to the City of Miami One Bayfront Plaza Project Miami, Florida Prepared for: Florida East Coast Realty, Inc. Miami, Florida Prepared by: Kimley-Horn and Associates, Inc. Fort Lauderdale, Florida ©2007 Kimley-Horn and Associates, Inc. February 2007 043103000 Kimley-Horn and Associates, Inc. Revised Traffic Impact Analysis for Submittal to the City of Miami One Bayfront Plaza Project Miami, Florida Prepared for: Florida East Coast Realty, Inc. Miami, Florida Prepared by: Kimley-Horn and Associates, Inc. Fort Lauderdale, Florida ©2007 Kimley-Hom and Associates, Inc. February 2007 043103000 ❑�� Kimley-Hom and Associates, Inc. Traffic Impact Analysis — One Bayfront Plaza TABLE OF CONTENTS INTRODUCTION 1 DATA COLLECTION 3 CAPACITY ANALYSIS METHODOLOGY 7 Level of Service Standard 7 Transportation Corridor Level of Service Methodology 7 Intersection Level of Service Methodology 7 EXISTING CONDITIONS (2006) CAPACITY ANALYSIS 9 Transportation Corridors 9 Intersections 20 BACKGROUND TRAFFIC 21 Background Area Growth 21 Committed Developments 22 PROJECT TRAFHC 24 Existing and Proposed Land Uses 24 Project Access 24 Trip Generation 24 Trip Distribution and Assignment 27 FUTURE CONDITIONS (2013) CAPACITY ANALYSIS 31 Future (2013) Background Traffic Conditions 31 Future (2013) Total Traffic Conditions 34 TRANSPORTATION CONTROL MEASURES PLAN 39 FUTURE TRANSPORTATION IMPROVEMENTS 40 CONCLUSIONS 41 G:\043103000-One Bayfront Plaza\Report\Revised_TIA.doc Page - i February 2007 rims Kimley-Horn and Associates, Inc. Traffic Impact Analysis — One Bayfront Plaza LIST OF APPENDICES Appendix A: Methodology Correspondence Appendix B: Traffic Count Data Appendix C: Miami -Dade Transit Data Appendix D: Existing Conditions (2006) SYNCHRO 6.0 Outputs Appendix E: Growth Trend Analyses Appendix F: Volume Development Worksheets Appendix G: A.M and P.M. Trip Generation Tables Appendix H: Cardinal Distribution Appendix I: Future Conditions (2013 Without Project) SYNCHRO 6.0 Outputs Appendix J: Future Conditions (2013 With Project) SYNCHRO 6.0 Outputs LIST OF FIGURES Figure 1: Project Location Map 2 Figure 2: Intersection Lane Configurations 4 Figure 3: 2006 A.M. and P.M. Peak Hour Traffic Volumes 6 Figure 4: 2013 A.M and P.M. Peak Hour Background Traffic 23 Figure 5: Project Trip Distribution 28 Figure 6: A.M and P.M Peak Hour Detailed Project Trip Assignment 29 Figure 7: 2013 A.M and P.M Peak Hour Total Traffic 30 G:\043103000-One Bayfront Plaza\Report\Revised_TIA.doc Page - ii February 2007 ri-rl Kimley-Horn and Associates, Inc, Traffic Impact Analysis — One Bayfront Plaza LIST OF TABLES Table 1: Transportation Corridor Level of Service Thresholds 8 Table 2: 2006 A.M/P.M. Peak Hour Roadway Volumes 9 Table 3: A.M. Peak Hour Miami -Dade Transit Conditions — Biscayne Boulevard 12 Table 4: P.M. Peak Hour Miami -Dade Transit Conditions — Biscayne Boulevard 13 Table 5: A.M. Peak Hour Miami -Dade Transit Conditions — SE 1st Street 14 Table 6: P.M. Peak Hour Miami -Dade Transit Conditions — SE lst Street 15 Table 7: A.M. Peak Hour Miami -Dade Transit Conditions — SE 2nd Street 16 Table 8: P.M. Peak Hour Miami -Dade Transit Conditions — SE 2nd Street 16 Table 9: 2006 A.M. Peak Hour Transportation Corridor Conditions 18 Table 10: 2006 P.M. Peak Hour Transportation Corridor Conditions 19 Table 11: 2006 A.M and P.M. Peak Hour Intersection Conditions 20 Table 12: Peak Hour Trip Generation 26 Table 13: Cardinal Trip Distribution 27 Table 14: Future (2013) Background A.M. Peak Hour Transportation Corridor Conditions32 Table 15: Future (2013) Background P.M. Peak Hour Transportation Corridor Conditions 33 Table 16: Future (2013) Background A.M. and P.M. Peak Hour Intersection Conditions 34 Table 17: Future (2013) Total A.M. Peak Hour Transportation Corridor Conditions 36 Table 18: Future (2013) Total P.M. Peak Hour Transportation Corridor Conditions 37 Table 19: Future (2013) Total A.M and P.M. Peak Hour Intersection Conditions 38 G:\043103000-One Bayfront Plaza\Report\Revised_TIA.doc Page - iii February 2007 ��Kimley-Horn and Associates, Inc. Traffic Impact Analysis — One Bayfront Plaza INTRODUCTION Florida East Coast Realty, Inc. is proposing a mixed -use development (One Bayfront Plaza) in Miami, Florida. The proposed development is bounded by Biscayne Boulevard to the east, SE 3rd Avenue to the west, SE 2nd Street to the south, and SE 1st Street to the north. A project location map is provided as Figure 1. The project proposes to redevelop the site with 2,125,000 square feet of office space, 112,000 square feet of retail space, 120,000 square feet of Exhibition/Banquet area, and 850 hotel units. The site is currently occupied by approximately 260,000 square feet of office space and 78,000 square feet of retail space. Construction is expected to be completed and fully occupied by the year 2013. Kimley-Horn and Associates, Inc. has completed this revised traffic impact analysis for submittal to the City of Miami as part of the Major Use Special Permit (MUSP) application. The purpose of the study is to assess the project's impact on the surrounding transportation network and determine if adequate capacity is available to support future demand. The study's methodology is consistent with the requirements outlined by the City of Miami for traffic studies. A methodology meeting was conducted with the City of Miami's traffic consultant on November 8th, 2006. Methodology correspondence is included in Appendix A. This report summarizes the data collection, project trip generation and distribution, and capacity analyses. G:\043103000-One Bayfront Plaza\Report\Revised_TIA.doc Page - 1 February 2007 44. • . „ • PO 6m,....... 61.plup•-444.44144"'"'4411"1‘,".."6".••••1441 -,•• 4". 4404•11 -vb. 4 • 14. ^. • • o ,4:. 1111;p:` ' .' • P ,... . ,, , • ‘ . ;..0...,... , , • • 44, • iriOrel • • ,••••41.e4,4 11 I FIGURE 1 PROJECT LOCATION MAP Kimley-Horn 1 and Associates, �[�� Klmiey-Horn • and Associates, Inc. Traffic Impact Analysis — One Bayfront Plaza DATA COLLECTION A study area was examined for this traffic impact analysis commensurate with the anticipated increase in traffic associated with the project. The study area for this project is defined as: • NE 5th Street/6th Street (north) • Miami River (south) • I-95 (west) • Biscayne Bay (east). Additionally, the following intersections within the study area were examined: • SE 2nd Street and SE 3rd Avenue • SE 2nd Street and Biscayne Boulevard • SE 1st Street and Biscayne Boulevard (Northbound) • SE 1st Street and Biscayne Boulevard (Southbound) • SE 1st Street and SE 3rd Avenue The following corridors were identified for analysis: • Biscayne Boulevard • SE 1st Street/SE 2nd Street Lane configurations for each of the examined intersections within the study area are provided in Figure 2. G:\043103000-One Bayfront Plaza\Report\Revised_TIA.doc Page - 3 February 2007 1 L. D W T) SE 1st Street SE 2nd Street .J.J4J.J 0 t_ 0 0 m c 0 m 441 FIGURE 2 INTERSECTION LANE CONFIGURATIONS LEGEND LANE CONFIGURATION Kimley-Horn and Acenriatac Inr �—,1 Kimley-Horn and Associates, Inc. Traffic Impact Analysis — One Bayfront Plaza A.M. (7:00 AM to 9:00 A.M.) and P.M. peak period (4:00 PM to 6:00 P.M.) turning movement counts were collected in the study area on November 14, 2006 (Tuesday). The study area peak hour was determined to occur from 8:00 to 9:00 A.M. for the A.M peak hour period and from 5:00 to 6:00 P.M. for the P.M. peak hour period. The traffic count data is included in Appendix B. The FDOT peak season conversion factor was applied to the traffic counts to adjust the traffic to peak season volumes. The appropriate peak season conversion factor for when the traffic counts were collected is 1.00. The peak season conversion factor table is also provided in Appendix B. Figure 3 presents the 2006 peak season transportation corridor volumes (person -trips including transit riders) and peak season turning movement volumes at the study intersections. G:\043103000-One Bayfront Plaza\Report\Revised_TIA.doc Page - 5 February 2007 V) 0) 0) N SE 1st Street 0 0 0 m a) 0 0 m 590 (463) 40 (79) a) 0 a) a W O 10 CO CO N 1 1,864 (1,652)-� 102 (77) 41— 989 (1751) 35 (26) SE 2nd Street 413 (795)-10 176 (398) F 1-1,760 (2,381) LEGEND XX (XX) VEHICLES PEAK HOUR VOLUMES AM (PM) N 0 0 a) 0 CO v 0 0 0 39 (41) 428 (871) FIGURE 3 2006 AM/PM PEAK HOUR -PEAK SEASON TRAFFIC XX (xx) AM (PM) PEAK HOUR VOLUMES [PERSON -TRIPS] 1 - fl Kimley-Horn nnrl Anennie4ne Inn ❑—/1 Kimley-Horn and Associates, Inc. Traffic Impact Analysis — One Bayfront Plaza CAPACITY ANALYSIS METHODOLOGY Level of Service Standard Level of service (LOS) is the traffic performance measure generally used in traffic impact analysis. Levels of service range from LOS A (free flow with negligible delays) to LOS F (heavily congested with long delays). The City of Miami has adopted LOS E as its minimum level of service standard. Transportation Corridor Level of Service Methodology Transportation corridor traffic conditions were examined applying the methodology outlined in the Miami Comprehensive Neighborhood Plan. This methodology considers the person -trip capacity (including transit) for transportation corridors rather than evaluating only the vehicular roadway capacity. Level of service analyses were performed to assess the capacity of the transportation corridors evaluated in this study based on a comparison between person -trip volume and person -trip capacity within the corridors. The analyses of person -trip volumes and person -trip capacities account for both passenger vehicle and transit service within the corridors. Table 1 illustrates the level of service thresholds for each study corridor. The corridor level of service thresholds, measured in volume (v) to capacity (c) ratios, were developed from the 2002 version of FDOT's Quality/Level of Service Handbook. Intersection Level of Service Methodology Level of service analyses were performed for study intersections using Trafficware's SYNCHRO 6.0 Software, which applies methodologies outlined in the Highway Capacity Manual, 2000 Edition. G:\043103000-One Bayfront Plaza\Report\Revised_TlA.doc Page - 7 February 2007 pp-1mn Kimley-Horn and Associates, Inc. Traffic Impact Analysis — One Bayfront Plaza Table 1: Transportation Corridor Level of Service Thresholds LOS Biscayne Boulevard SE 1st Street SE 2d Street Peak Hour Directional Volume Thresholds V/C Ratio Peak Hour Directional Volume Thresholds 1) 1,/C Ratio Peak Hour Directional Volume Thresholds (1) V/C Ratio A (2) (2) (2) (2) (2) (2) B (2) (2) (2) (2) (2) (2) C 1,350 0.42 1,200 0.40 1,620 0.42 D 3,130 0.96 2,868 0.96 3,756 0.96 E 3,250 1.00 2,988 1.00 3,900 1.00 F - >1.00 - >1.00 - >1.00 (1) Peak hour directional volumes for Class IV State two-way arterials increased by 20% for one-way operation. (2) Cannot be achieved per "Table 4-7" from FDOT's 2002 Quality/Level of Service Handbook. G:\043103000-One Bayfront Plaza\Report\Revised_TIA.doc Page - 8 February 2007 o—n IGmley-Hom and Associates, Inc. Traffic Impact Analysis — One Bayfront Plaza EXISTING CONDITIONS (2006) CAPACITY ANALYSIS Transportation Corridors Vehicular roadway conditions and transit ridership were examined to determine the current level of service for the transportation corridors examined in this study. Table 2 presents the unadjusted 2006 A.M. and P.M. peak hour directional traffic volumes, peak season conversion factors, and the 2006 peak season A.M and P.M. peak hour directional traffic volumes for the study corridors. Table 2: 2006 A M/P.M. Peak Hour Roadway Volumes Roadway Segments Direction A.M./ P.M. Peak Hour Volumes FDOT Peak Season Conversion Factor Peak Season A.M./ P.M. Peak Hour Volume Biscayne Boulevard NB 937 / 1,446 1.00 937 / 1,446 SB 899 / 1,022 1.00 899 / 1,022 SE 1st Street EB 901 / 554 1.00 901 / 554 SE 2nd Street WB 540 / 602 1.00 540 / 602 Existing transit conditions were examined considering the ridership and capacity of the Miami - Dade Transit (MDT) service operating in the corridors. MDT staff was contacted to obtain the A.M. and P.M. peak hour ridership and capacities. The only information readily available was the ridership by route on a typical weekday. Therefore, additional research was conducted to determine the transit ridership and capacities in the study corridors. Nine (9) Miami -Dade Metrobus routes presently serve the Biscayne Boulevard corridor adjacent to the project site during the A.M. and P.M. peak hour. • Route 3 operates with 18 minute headways in both directions. • Route 11 operates with 8 minute headways in both directions. • Route 16 operates with 18 minute headways in both directions. • Route 51 operates with 15 minute headways in both directions. • Route 77 operates with 8 minute headways in both directions. G:\043I03000-One Bayfront Plaza\Report\Revised_TIA.doe Page - 9 February 2007 ©_1, Kimley-Hom and Associates, Inc. Traffic Impact Analysis — One Bayfront Plaza ■ Route 93/Biscayne Max operates with 15 minute headways in both directions. ■ Route 95 There is no A.M. operation in the northbound direction within the study area. During the P.M. peak hour, Route 95 operates with variable headways in the northbound direction. In the southbound direction, Route 95 operates with variable headways during the A.M. peak hour. There is no P.M. operation in the southbound direction within the study area. • Route 103/C operates with 15 minute headways in both directions. ■ Route 119/S operates with 12 minute headways in both directions. It should be noted that the Biscayne Boulevard corridor is also currently served by Route 236 and Route Midnight Owl. However, these routes run after midnight. Therefore, Route 236 and Route Midnight Owl were not included in the transportation corridor analysis In addition, the Biscayne Boulevard corridor is served by the Metromover which operates with 1.5 minute headways. The following Metromover routes run along Biscayne Boulevard within the study area: • Brickell Loop runs northbound along Biscayne Boulevard. • Inner Loop runs southbound along Biscayne Boulevard. • Omni Loop runs northbound along Biscayne Boulevard. Twelve (12) Miami -Dade Metrobus routes presently serve the SE lst Street corridor adjacent to the project site during the A.M. and P.M. peak hour. ■ Route 10 operates with 30 minute headways in the eastbound direction. • Route 11 operates with 8 minute headways in the eastbound direction. • Route 16 operates with 18 minute headways in the eastbound direction. • Route 48 operates with 30 minute headways in the eastbound direction. • Route 51 operates with 15 minute headways in the eastbound direction. • Route 77 operates with 8 minute headways in the eastbound direction. • Route 93/Biscayne Max operates with 15 minute headways in the eastbound direction. • Route 95 operates with variable headways during the P.M. peak hour only. • Route 102/B operates with variable headways in the eastbound direction. G:\043103000-One Bayfront Plaza\ Report \Revised_TlA.doc Page - 10 February 2007 �_n' Kimley-Horn and Associates, Inc. Traffic Impact Analysis — One Bayfront Plaza • Route 103/C operates with 15 minute headways in the eastbound direction. • Route 111/K operates with 15 minute headways in the eastbound direction. • Route 119/S operates with 12 minute headways in the eastbound direction. It should be noted that the SE 1st Street corridor is also currently served by Route Midnight Owl. However, this route runs after midnight. Therefore, Route Midnight Owl was not included in the transportation corridor analysis. In addition, the SE 1st Street corridor is served by the Metromover which operates with 1.5 minute headways. The Metromover route that runs along SE 1st Street within the study area is: ■ Inner Loop runs westbound along SE 1st Street Two (2) Miami -Dade Metrobus routes presently serve the SE 2nd Street corridor adjacent to the project site during the A.M. and P.M. peak hour. • Route 48 operates with 30 minute headways in both directions. ■ Route 102/B operates with variable headways in both directions. The following Metromover routes run along Biscayne Boulevard within the study area: • Brickell Loop runs eastbound along SE 2nd Street with 1.5 minute headways. • Inner Loop runs westbound along SE 2nd Street with 1.5 minute headways. • Omni Loop runs eastbound along SE 2nd Street with 1.5 minute headways. MDT staff indicated that the Metrobus routes on the studied corridors sometimes use different bus types on the same route with variable capacities. For purposes of this analysis, an average capacity for each route was determined using data obtained from Miami -Dade County. The ridership capacities for the bus routes were calculated for the A.M and P.M. peak hours using the appropriate headways and capacities. Metrobus route maps are included in Appendix C. Tables 3 through 8 summarize the transit capacity provided by the routes.Data were obtained to determine the existing A.M and P.M. peak hour ridership for the identified transit routes. The data reflect typical ridership on the routes using the most recent ridership information. The A.M and P.M peak hour ridership data is also presented in Tables 3, 4, 5, 6, 7, and 8. This ridership data is also included in Appendix C. G:\043103000-One Bayfront Plaza \Report\Revised_TIA.doc Page - 11 February 2007 ❑-19 Kimley-Horn !• and Associates, Inc. Traffic Impact Analysis — One Bayfront Plaza Table 3: A.M. Peak Hour Miami -Dade Transit Conditions — Biscayne Boulevard Transit Route Information Direction of Travel A.M. Peak Hour Headways Vehicles per Hour Average Vehicle Capacity (riders) A.M. Peak Hour Directional person -Trip Capacity A.M. Peak Hour Average'. Directional Route Ridershi. Biscayne Boulevard Route 3 Northbound 18 minutes 3 53 159 3 (1 riders per bus) Southbound 18 minutes 3 53 159 18 (6 riders per bus Route 11 Northbound 8 minutes 7.5 76 570 22.5 (3 riders . er bus Southbound 8 minutes 7.5 73 548 135 (18 riders . er bus) Route 16 Northbound 18 minutes 3 59 177 3 (1 riders per bus Southbound 18 minutes 3 53 159 18 (6 riders per bus Route 51 Northbound 15 minutes 4 53 212 88 (22 riders • er bus Southbound 15 minutes 4 53 212 52 (13 riders .er bus) Route 77 Northbound 8 minutes 7.5 53 398 37.5 (5 riders •er bus Southbound 8 minutes 7.5 53 398 45 (6 riders per bus Route 93/Biscayne Max Northbound 15 minutes 4 63 252 52 (13 riders . er bus Southbound 15 minutes 4 0 0 0 (0 riders per bus Route 95 Northbound Variable 8.5 No A.M operation within the study area Southbound Variable 8.5 39 332 0 (0 riders per bus Route 103/C Northbound 15 minutes 4 53 212 44 (11 riders •er bus Southbound 15 minutes 4 53 212 48 (12 riders . er bus Route 119/S Northbound 12 minutes 5 71 355 85 (17 riders . er bus Southbound 12 minutes 5 53 265 90 (18 riders .er bus Metromover Brickell Loo. Northbound 1.5 minutes 40 75 3,000 280 (7 riders .er train Metromover Inner Loo • Southbound 1.5 minutes 40 75 3,000 200 (5 riders er train Metromover Omni Loop Northbound 1.5 minutes 40 75 3,000 360 (9 riders per train) Total Northbound - 126.5 - 8,335 975 (8 riders . er vehicle Southbound - 86.5 - 5,285 606 (7 riders . er vehicle G:\043103000-One Bayfront Plaza\Report\Revised_TIA.doc Page - 12 February 2007 �_yl Kimley-Horn and Associates, inc. Traffic Impact Analysis — One Bayfront Plaza Table 4: P.M. Peak Hour Miami -Dade Transit Conditions — Biscayne Boulevard Transit Route Information Direction of Travel P.M. Peak Hour Headways Vehicles per Hour Average Vehicle Capacity (riders) P.M. Peak Hour Directional Person -Trip Capacity P.M. Peak Hour Average Directional Route Ridership Biscayne Boulevard Route 3 Northbound 18 minutes 3 53 159 15 (5 riders per bus) Southbound 18 minutes 3 53 159 6 (2 riders per bus) Route 11 Northbound 8 minutes 7.5 53 397.5 150 (20 riders per bus) Southbound 8 minutes 7.5 60 450 353 (47 riders per bus) Route 16 Northbound 18 minutes 3 53 159 24 (8 riders per bus) Southbound 18 minutes 3 53 159 9 (3 riders per bus) Route 51 Northbound 15 minutes 4 53 212 72 (18 riders per bus) Southbound 15 minutes 4 53 212 64 (16 riders per bus) Route 77 Northbound 8 minutes 7.5 54 405 180 (24 riders per bus) Southbound 8 minutes 7.5 58 435 53 (7 riders per bus) Route 93/Biscayne Max Northbound 15 minutes 4 60 240 32 (8 riders per bus) Southbound 15 minutes 4 0 0 0 (0 riders per bus) Route 95 Northbound Variable 8.5 0 0 0 (0 riders per bus) Southbound Variable 8.5 No P.M. operation within the study area Route 103/C Northbound 15 minutes 4 53 212 68 (17 riders per bus) Southbound 15 minutes 4 53 212 0 (0 riders per bus) Route 119/S Northbound 12 minutes 5 66 330 70 (14 riders per bus) Southbound 12 minutes 5 94 470 30 (6 riders per bus) Metromover Brickell Loop Northbound 1.5 minutes 40 75 3,000 480 (12 riders per train) Metromover Inner Loop Southbound 1.5 minutes 40 75 3,000 200 (5 riders per train) Metromover Omni Loop Northbound 1.5 minutes 40 75 3,000 800 (20 riders per train) Total Northbound - 126.5 - 8,115 1,891 (15 riders per vehicle) Southbound - 86.5 - 5,097 715 (8 riders per vehicle ) G:\043103000-One Bayfront Plaza\Report\Revised_TIA.doc Page - 13 Februa,y 2007 ©� Kimley-Ham and Associates, Inc. Traffic Impact Analysis — One Bayfront Plaza Table 5: A.M. Peak Hour Miami -Dade Transit Conditions — SE 1st Street Transit Route Information Direction of Travel _ A.M. Peak" Hour Headways Vehicles per Hour Average Vehicle Capacity (riders) A.M. Peak Hour Directional Person -Trip Capacity A.M. Peak Hour Average Directional Route Ridership SE 1st Street Route 10 Eastbound 30 minutes 2 41 82 14 (7 riders per bus) Route 11 Eastbound 8 minutes 7.5 76 570 22.5 (3 riders per bus) Route 16 Eastbound 18 minutes 3 58 174 3 (1 riders per bus) Route 48 Eastbound 30 minutes 2 41 82 4 (2 riders per bus) Route 51 Eastbound 15 minutes 4 53 212 88 (22 riders per bus) Route 77 Eastbound 8 minutes 7.5 53 398 38 (5 riders per bus) Route 93/Biscayne Max Eastbound 15 minutes 4 63 252 52 (13 riders per bus) Route 95 Eastbound Variable 8.5 No A.M operation within the study area Route 102/B Eastbound Variable 14.5 0 0 0 (0 riders per bus) Route 103/C Eastbound 15 minutes 4 53 212 44 (11 riders per bus) Route 111/K Eastbound 15 minutes 4 53 212 52 (13 riders per bus) Route 119/S Eastbound 12 minutes 5 71 355 85 (17 riders per bus) Metromover Inner Loop Eastbound 1.5 minutes 40 75 3,000 200 (5 riders per train) Total Eastbound - 106 - 5,549 603 (6 riders per vehicle) G:\043103000-One Bayfront Plaza\Report\Revised_TIA.doc Page - 14 February 2007 ��/I Kimley-Horn and Associates, Inc. Traffic Impact Analysis — One Bayfront Plaza Table 6: P.M. Peak Hour Miami -Dade Transit Conditions — SE 1st Street Transit Route Information Direction of Travel P.M. Peak Hour Headways Vehicles per Hour Average Vehicle Capacity (riders) P.M.: Peak Hour Directional Person -Trip Capacity P.M. Peak Hour Average Directional Route Ridership SE 1 S` Street Route 10 Eastbound 30 minutes 2 53 106 10 (5 riders perbus) Route 11 Eastbound 8 minutes 7.5 53 398 150 (20 riders per bus) Route 16 Eastbound 18 minutes 3 53 159 24 (8 riders per bus) Route 48 Eastbound 30 minutes 2 41 82 6 (3 riders per bus) Route 51 Eastbound 15 minutes 4 53 212 72 (18 riders per bus) Route 77 Eastbound 8 minutes 7.5 54 405 180 (24 riders per bus) Route 93/Biscayne Max Eastbound 15 minutes 4 60 240 32 (8 riders per bus) Route 95 Eastbound Variable 8.5 0 0 0 (0 riders per bus) Route 102/B Eastbound Variable 14.5 53 768.5 43.5 (3 riders per bus) Route 103/C Eastbound 15 minutes 4 53 212 68 (17 riders per bus) Route 111/K Eastbound 15 minutes 4 53 212 20 (5 riders per bus) Route 119/S Eastbound 12 minutes 5 66 330 70 (14 riders per bus) Metromover Inner Loop Eastbound 1.5 minutes 40 75 3,000 200 (5 riders per train) Total Eastbound - 106 - 6,125 876 (8 riders pr vehicle) G:\043103000-One Bayfront Plaza\Report\Revised_TIA.doc Page - 15 February 2007 �_ VI Kimley-Horn and Associates, Inc. Traffic Impact Analysis — One Bayfront Plaza Table 7: A.M. Peak Hour Miami -Dade Transit Conditions — SE 2"d Street Transit Route Information Direction of Travel A.M. Peak Hourper Headways Vehicles Hour Average Vehicle Capacity (riders) A.M. Peak Hour Directional Person- Trip Capacity A.M. Peak Hour Average Directional Route Ridership SE 2nd Street Route 48 Westbound 30 minutes 2 41 82 4 (2 riders per bus) Route 102/B Westbound Variable 14.5 53 769 160 (11 riders per bus) Metromover Brickell Loop Westbound 1.5 minutes 40 75 3,000 280 (7 riders per tram) Metromover Inner Loop Westbound 1.5 minutes 40 75 3,000 200 (5 riders per train) Metromover Omni Loop Westbound 1.5 minutes 40 75 3,000 360 (9 riders per train) Total Westbound - 136.5 - 9,851 1004 (7 riders per vehicle ) Table 8: P.M. Peak Hour Miami -Dade Transit Conditions — SE 2"d Street Transit Route Information Direction of Travel P.M. Peak Hour Headways Vehicles per Hour Average Vehicle Capacity (riders) P.M. Peak Hour Directional Person -Trip Capacity P.M. Peak Hour Average Directional Route Ridership SE 2nd Street Route 48 Westbound 30 minutes 2 41 82 u 0 (0 riders per bus) Route 102E Westbound Variable 14.5 48 696 58 (4 riders per bus) Metromover Brickell Loop Westbound 1.5 minutes 40 75 3,000 480 (12 riders per train) Metromover Inner Loop Westbound 1.5 minutes 40 75 3,000 200 (5 riders per train) Metromover Omni Loop Westbound 1.5 minutes 40 75 3,000 800 (20 riders per train) Total Westbound - 136.5 - 9,778 1,538 (11 riders per vehicle ) G:\043103000-One Bayfront Plaza\Report\Revised_TIA.doc Page - 16 February 2007 �-r1 Kimley-Hom and Associates, Inc. Traffic Impact Analysis — One Bayfront Plaza In order to determine person -trip level of service for the study area's transportation corridors, total person -trip volumes (vehicular and transit) were compared to the total person -trip capacities. The person -trip volume to capacity (v/c) ratios were compared to the person -trip v/c level of service designations outlined in Table 1. Table 9 and Table 10 present the existing transportation corridor level of service for the A.M and P.M. peak hours. As indicated in Tables 9 and 10, the transportation corridors have excess person -trip capacity during the A.M and P.M. peak hours and operate at acceptable levels of service. G:\043103000-One Bayfront Plaza\Report\Revised_TIA.doc Page - 17 February 2007 p_ r1 K mley-Hom and Associates, Inc. Traffic Impact Analysis — One Bayfront Plaza Table 9: 2006 A.M. Peak Hour Transportation Corridor Conditions Principal Roadways Peak Season A.M. Peak Hour Roadway Volumes A.M. Peak Hour Transit Ridership A.M. Peak Hour Total Volume�� Directional Peak Hour Vehicular (2) Capacity A.M. Peak Hour Transit Capacity A.M. Peak Hour Total Capacity (C) A.M. Peak Hour Excess Capacity A.M. Peak Hour Level of Service Vehicles Person- Trips (1) Person- Trips Person- Trips Vehicles Person- Trips (1� Person- Trips Person- Trips Person- Trips V/C Ratio LOS c -o p., R CC y GO � 7 ca NB 937 1,312 975 2,287 3,250 4,550 8,335 12,885 10,598 0.17 C SB 899 1,259 606 1,865 3,250 4,550 5,285 9,835 7,970 0.18 C w 6' (i)c EB 901 1,261 603 1,864 2,988 4,183 5,549 9,732 7,868 0.19 C w 4.7 (4a7 WB 540 756 1,004 1,760 3,900 5,460 9,851 15,311 13,551 0.11 C (1) Volumes (vehicles) were converted to person -trips using 1.4 person/vehicle occupancy (2) Directional peak hour capacity derived from the 2002 FDOT Quality/LOS Handbook and the Miami -Downtown DRI. G:\043103000-One Bayfront Plaza\Report\Revised_TIA.doc Page - 18 February 2007 �_� Klmley-Hom and Associates, Inc. Traffic Impact Analysis — One Bayfront Plaza Table 10: 2006 P.M. Peak Hour Transportation Corridor Conditions Principal Roadways Peak Season P.M. Peak Hour Roadway Volumes P.M. Peak Hour Transit Ridership P.M. Peak Hour Total Volume (V) Directional Peak Hour Vehicular Capacity (2) P.M. Peak Hour Transit Capacity P.M. Peak Hour Total Capacity (C) P.M. Peak Hour Excess Capacity P.M. Peak Hour Level of Service Vehicles Person- Trips cil Person- Trips Person- Trips Vehicles Person- Trips 0) Person- Trips Person- Trips Person- Trips V/C Ratio LOS Biscayne Boulevard. NB 1,446 2,024 1,891 3,915 3,250 4,550 8,115 12,665 8,750 0.31 C SB 1,022 1,431 715 2,146 3,250 4,550 5,097 9,647 7,501 0.22 C w CJ vi (7) EB 554 776 876 1,652 2,988 4,183 6,125 10,308 8,656 0.16 C w L cr ct WB 602 843 1,538 2,381 3,900 5,460 9,778 15,238 12,857 0.16 C (1) Volumes (vehicles) were converted to person -trips using 1.4 person/vehicle occupancy (2) Directional peak hour capacity derived from the 2002 FDOT Quality/LOS Handbook and the Miami -Downtown DRI. G:\043103000-One Bayfront Plaza \Report\Revised_TIA.doc Page - 19 February 2007 ❑mri Kimley-Horn and Associates, Inc. Traffic Impact Analysis — One Bayfront Plaza Intersections A.M. and P.M. peak hour capacity analyses were also performed for the study intersections. Table 11 presents the results of the analyses. As indicated, the study intersections operate at acceptable levels of service. Detailed SYNCHRO 6.0 outputs are included in Appendix D, along with existing intersection traffic signal timing plans. Table 11: 2006 A.M and P.M. Peak Hour Intersection Conditions Intersection 2006 A.M and P.M. Peak Hour Overall Level of Service LOS Delay (s) A.M. Peak Hour SE 2nd Street and SE 3rd Avenue C 25.5 SE 2"d Street and Biscayne Boulevard B 14.2 SE lst Street and Biscayne Boulevard (Northbound) A 5.8 SE lst Street and Biscayne Boulevard (Southbound) B 19.0 SE ls` Street and SE 3rd Avenue C 23.4 1 P.M. Peak Hour SE 2"d Street and SE 3rd Avenue 1 C 25.5 SE 2"d Street and Biscayne Boulevard B 14.0 SE 1st Street and Biscayne Boulevard (Northbound) A 8.2 SE lst Street and Biscayne Boulevard (Southbound) C 31.9 SE lst Street and SE 3rd Avenue C 29.6 G:\043103000-One Bayfront Plaza\Report\Revised_TIA.doc Page - 20 Februmy 2007 ©-ri Kimley-Horn and Associates, Inc. Traffic Impact Analysis — One Bayfront Plaza BACKGROUND TRAFFIC Background traffic conditions are defined as the expected traffic conditions on the prevailing roadway network in the year 2013 (corresponding to the total build out of One Bayfront Plaza) without the development of the proposed project. The background traffic volumes are the sum of the existing traffic and additional "background" traffic to account for expected traffic growth in the study area. Background Area Growth Future traffic growth on the area roadway network was determined through review of historic growth trends at nearby FDOT traffic count stations. The following FDOT count stations were referenced for this analysis: • Count station 0100 is located on SR 968/EB SE lst Street • Count station 0101 is located on SR 968/ Flagler Street • Count station 5045 is located on SR 5/ US 1/Biscayne Boulevard • Count station 5046 is located on SR 5/ US 1/Biscayne Boulevard • Count station 5047 is located on SR 5/ US 1/Biscayne Boulevard The review of historic growth trends resulted in an annual growth rate of -1.18 percent (-1.18%) for count station 0100, 4.17 percent (4.17%) for count station 0101, -2.62 percent (-2.62%) for count station 5045, -7.92 percent (-7.92%) for count station 5046, and 4.41 percent (4.41%) for count station 5047. To be conservative in the traffic analysis, an annual growth rate of 0.5 percent (0.5%) was applied annually to traffic counts to attain future (2013) background conditions. Historical traffic count data and growth trend calculations are included in Appendix E. G:\043103000-One Bayfront Plaza\Report\Revised_TIA.doc Page - 21 February 2007 ► -� Kimley-Horn and Associates, Inc. Traffic Impact Analysis — One Bayfront Plaza Committed Developments The City of Miami staff was contacted to determine if any projects that have been approved but not yet completed in the vicinity of the project site should be accounted for in this analysis. The Real Estate Development Database from the City of Miami was reviewed on December 4, 2006 and ten (10) major use special permits (MUSP) projects were identified. These ten (10) projects are listed below. 1. DuPont Towers (DuPont Plaza) 2. Everglades on the Bay 3. Lynx Downtown 4. Metropolitan Miami -Met 3 5. Miami Dade Community College Parking Garage 6. One Miami (Parcel A) 7. Park Suites at 50 Biscayne 8. River Front East (Miami River Village) 9. River Front West (Miami River Village) 10. The Loft Downtown (The Loft 2) The projected traffic from the committed projects was added to the background traffic. Please refer to Appendix F for committed project trip assignments to the One Bayfront Plaza project study intersections. Figure 4 presents the 2013 background traffic for the study area. G:\043103000-One Bayfront Plaza\Report\ReviseLTIA.doc Page - 22 February 2007 ro SE 1st Street 611 (479)--I. 41 (82) rj W 106 (134) 44— 1024 (2355) 36 (27) SE 2nd Street 428 (823)--00' 182 (412) Biscayne Boulevard (South) LEGEND XX (XX) VEHICLES PEAK HOUR VOLUMES AM (PM) 0 Z -o N cet 0 T 0 0 40 (42) cc 0 z cc 443 (902) —1 1114 oo co FIGURE 4 FUTURE (2013) NON —PROJECT A.M/P.M. PEAK HOUR TRAFFIC r Kimley-Horn nnrl AnnnniMINA Inn �m Kimley-Horn and Associates, Inc. Traffic Impact Analysis — One Bayfront Plaza PROJECT TRAFFIC Project traffic is defined as the vehicle trips expected to be generated by the project (One Bayfront Plaza), and the distribution and assignment of this traffic over the roadway network. Existing and Proposed Land Uses The property proposed for redevelopment (located at 100 South Biscayne Boulevard) is currently occupied by 261,264 s.f. of office space and 78,942 s.f. of retail space. The redevelopment includes an additional 2,125,000 s.f. of office space; 112,000 s.f. of retail space; 120,000 s.f. of banquet area, and 850 hotel units. Build out and occupancy of the project is expected to occur by 2013. Project Access The site will be accessed via two (2) main driveways that lead to the parking area. One site driveway is proposed along SE 1st Street and the other site driveway is proposed along SE 2' Street. An additional loading driveway is provided along SE 1st Street. Trip Generation Trip generation characteristics were quantified through use of data available from the Institute of Transportation Engineers (ITE) report Trip Generation, 7th Edition. These documents provide trip generation data for a variety of development types based on peak -hour scenarios often indicating the percentage split between entering and exiting trips. Table 12 and summarizes trip generation characteristics of the existing and proposed development scenarios, respectively. Site traffic volumes shown in these tables were derived using rates provided in land use categories `General Office Building' (Land Use Code 710), `Shopping Center' (Land Use Code 820), `Recreational Community Center' (Land Use Code 495), and `Hotel' (Land Use Code 310). As Table 12 shows, the proposed land uses are expected to generate approximately 2,954 net new external trips during the A.M. peak hour and 3,365 net new external trips during the P.M. peak hour. G:\043103000-One Bayfront Plaza\Report\Revised_TIA.doc Page - 24 February 2007 Kimley-Horn and Associates, Inc. Traffic Impact Analysis — One Bayfront Plaza Internal capture calculations were performed in accordance with the methodology outlined in the ITE Trip Generation Handbook. A pass -by capture trip reduction was also applied to the commercial retail land use consistent with the ITE Trip Generation Handbook methodology. It should be noted that the difference in pass -by trips derived by existing and proposed conditions is minimal. Therefore, no pass -by traffic was considered in this analysis. In order to determine the net increase in A.M. and P.M. peak hour trip generation at the project site, the existing and proposed trip generation results were compared. As Table 12 shows, the proposed development (One Bayfront Plaza) will generate 2,478 additional net new external trips during the A.M. peak hour and 2,702 additional net new external trips during the P.M. peak hour prior to modal/vehicle occupancy adjustments. Please note that ITE trip generation assumes a vehicle occupancy rate of 1.2 persons per vehicle; however, the City of Miami has determined that 1.4 persons per vehicle are more appropriate for the local area. Therefore, net new vehicular trips shown in Table 12 were reduced by 16 percent to adjust for these vehicle occupancy assumptions. Additionally, the net new vehicular trips were reduced to account for transit and pedestrian trips consistent with the Downtown Miami DRI — Increment II for the Central Business District. A.M and P.M peak hour trip generation tables are included in Appendix G. G:\043103000-One Bayfront Plaza\Report\Revised_TIA.doc Page - 25 February 2007 �g� Kimley-Worn r and Associates, Inc. Traffic Impact Analysis - One Bayfront Plaza Table 12: Peak Hour Trip Generation Existing Peak Hour Trip Generation Land Use ITE Code Scale AM Peak Hour PM Peak Hour Enter Exit Total Enter I Exit Total General Office Building 710 261.264 k.s.f 354 46 400 55 303 358 82078.942 k.s.f. 53 23 76 143 305 1FoppingCenter Development Totals 69 476 198 465 663 Proposed Peak Hour Trip Generation General Office Building 710 2,125 k.s.f 1,894 251 2,145 400 2,030 2.430 Shopping Center 820 112 k.s.f. 55 26 81 166 182 348 Recreational Community Center 495 120 k.s.f. 118 76 194 57 140 197 II Hotel 310 850 room 334 200 534 208 182 390 Development Totals 2,401 553 2,954 831 2,534 3,365 Trip Generation Comparison Existing Land Uses 407 69 476 198 465 663 Proposed Land Uses 2,401 553 2,954 831 2,534 3,365 Net New Trip Increase 1,994 484 2,478 633 2,069 2,702 Transit Trip Reduction (22.6 % Reduction) 451 109 560 143 468 611 Pedestrian Trip Reduction (10% Reduction) 199 48 248 63 207 270 Adjusted Vehicle Trips After Mode Split Reduction 1,344 327 1,670 427 1,394 1,821 ITE/Miami vehicular occupancy adjustment (16% reduction) 215 52 267 68 223 291 Net External Vehicle Trips 1,129 275 1,403 359 1,171 1,530 Person -Trips in Vehicles (1.4 persons per vehicle) 1,581 385 1,964 503 1,639 2,142 Person -Trips Using Transit 631 153 784 200 655 855 Net External Person Trips (Vehicle+Transit) 1 2,212 538 2,748 703 2,294 2,997 G:\043103000-One Bayfront Plaza\Report\Revised_TIA.doc Page - 26 February 2007 �_� Kimley-Horn i and Associates, inc. Traffic Impact Analysis — One Bayfront Plaza Trip Distribution and Assignment The likely distribution of project traffic was forecast for the trips expected to be generated by the project. The trip distribution was based on a cardinal trip distribution obtained from the 2005 Cost Affordable Plan for the project site's traffic analysis zone (TAZ 541). The cardinal trip distribution for TAZ 541 is provided in Table 13. The detailed cardinal distribution is included in Appendix H. Table 13: Cardinal Trip Distribution Cardinal Direction Percentage of Trips 1 North -Northeast 10.42% East -Northeast 4.43% East -Southeast 1.83% South -Southeast 0.80% South -Southwest 11.90% West -Southwest 25.97% West -Northwest 23.40% North -Northwest 21.25% Total 100.00% Figures 5 and 6 show the project trip distribution and assignment respectively at the project driveways and adjacent intersections. As part of the directional person -trip distribution, the maximum project traffic assignment was determined for the transportation corridor segment. G:\043103000-One Bayfront Plaza\Report\Revised_TIA.doc Page - 27 February 2007 1L. 45% IN SE 1 st Street 15% 0 N -0 0 0 13 0 CD 0 c 0 0 N 20%-A* 5% SE 2nd Avenue 0 0 45% 30% 45% 75% 45% 55% 4— 10% 25% 10%—� 25% IN+10% OUT o n 1 L. SE 2nd Street 75% OUT Biscayne Boulevard Way 0 r� cayne Boulevard (South) LEGEND XX% NEW DISTRIBUTION +10% OUT 25% 0 FIGURE 5 AM/PM PEAK HOUR TRIP DISTRIBUTION XX% NEW DISTRIBUTION (MAXIMUM PERSON -TRIPS MIN Kimley-Horn and Aacnciatac Inn. 00 co cn CO N 1!. 226 (72)--* 56 (18) 1J. 508 (162)� N N SE 3rd Avenue 83 (351) 124 (527) LEGEND N XX (XX) NEW ASSIGNMENT AM (PM) 995 (316) 508 (162) SE 1st Street 0 rn -- 207 (878) 0 4) CO N 68 (293)—* 28 (117) 621 (197) .111-- 28 (117) SE 2nd Street --403 (1,721) Biscayne Boulevard Way - 13 0 0 0 a) 0 m a) > T 0 0 ZDm 0 N CO co N N 0 68 (293) 0 0) 1.0 N + N N 0 4 r) to to FIGURE 6 AM/PM PEAK HOUR TRIP ASSIGNMENT XX (XX) AM (PM) PERSON TRIP ASSIGNMENT [MAXIMUM] Kimley-Horn Ili, Amor enr1 Aeenninfoe Inn 0 z 0 0 0 U m 1092 (750) —0. 508 (162) SE 1st Street 1119 (641) —4. 41 (82) C 4) N) W 0 CD 0 W 2,925 (2,192)0. rn r> 106 (134) ,- 1231 (3233) 36 (27) 496 (1116) 210 (529) co rn 621 (197) 41 --1406 (2207) SE 2nd Street 4-2,226 (5,177) LEGEND XX (XX) VEHICLES PEAK HOUR VOLUMES AM (PM) XX (XX) AM (PM) PEAK HOUR VOLUMES [PERSON —TRIPS] 0 m 0 0 0 N 0 m N 0 o 0 m 40 (42) N CD N CO N co 0 511 (1195)--ik FIGURE 7 2013 A.M/P.M. PEAK HOUR TOTAL TRAFFIC Kimley-Horn l• and Assnriatas_ Inn P7—� Klmley-Hom and Associates, Inc. Traffic Impact Analysis — One Bayfroni Plaza FUTURE CONDITIONS (2013) CAPACITY ANALYSIS Two separate future conditions peak hour capacity analyses were performed. ■ A transportation corridor capacity analysis was performed examining person -trip volumes and capacity. ■ Intersection capacity analysis was performed at the study intersections. The future conditions analysis were performed for the 2013 background traffic conditions and the 2013 total traffic conditions, which included the 2013 background traffic and the new trips expected to be generated by the project. Future (2013) Background Traffic Conditions Tables 14 and 15 present the results of the transportation corridor capacity analysis for the 2013 A.M. and P.M. peak hour background traffic conditions, respectively. As indicated in Tables 14, and 15, the corridors have sufficient capacity and are expected to operate at acceptable levels of service (LOS C). Table 16 presents the results of the intersection capacity analysis for the 2013 A.M. and P.M. peak hour background traffic conditions. During the P.M. peak hour, the intersection signal phasing splits of the intersection of SE 2nd Street and Biscayne Boulevard and the intersection of SE 2nd Street and SE 3rd Avenue were optimized to reflect the change in traffic patterns in the year 2013. All the intersections operate at LOS C or better during the A.M. and P.M. peak hours. Detailed SYNCHRO 6.0 outputs are included in Appendix I. G:\043103000-One Bayfront Plaza\Report\Revised_TIA.doc Page - 31 February 2007 �—� KGmley-Hom and Associates, Inc. Traffic Impact Analysis — One Bayfront Plaza Table 14: Future (2013) Background A.M. Peak Hour Transportation Corridor Conditions Principal Roadway 2013 A.M. Peak Hour Volume Background Committed Peak Hour Volume t�1 2013 A.M. Peak Hour Volume Total (3) 2013 A.M. Peak Hour Total Capacity (C) c4) 2013 A.M. Peak Hour Excess Capacit Y 2013 A.M. Peak Hour oftServiceal Level Person- Trips Person- Trips Person- Trips Person- Trips Person- Trips V/C Ratio LOS Ts c u iC1 c ac NB 2,368 - 2,368 12,885 10,517 0.18 C SB 1,931 - 1,931 9,835 7,904 0.20 C w L to EB 1,930 - 1,930 9,732 7,802 0.20 C 9 y w fl L WB 1,823 - 1,823 15,311 13,488 0.12 C (1) An annual growth rate (0.5 percent) was applied to the 2006 A.M. peak hour total volume to determine the 2013 background volume. (2) Total traffic generated along the corridors by committed developments (3) The summation of 2013 peak hour background volumes and committed trips. (4) Total capacity determined in Table 9. G:\043I03000-One Bayfront Plaza\Report\Revised_TIA.doc Page - 32 February 2007 IGmley-Hom \HMI and Associates, Inc. Traffic Impact Analysis — One Bayfront Plaza Table 15: Future (2013) Background P.M. Peak Hour Transportation Corridor Conditions Principal Roadwayp 2013 P.M. Peak Hour BackgroundTotal Volume (1) Committed Peak Hour Volume (2) 2013 P.M. Peak Hour Volume (3) 2013 P.M. Peak Hour Total Capacity (C) (4) 2013 P.M. Peak Hour Excess Capacity y 2013 P.M. Peak Hour Total Level of Service Person- Trips Person- Trips Person- Trips Person- Trips Person- Trips V/C Ratio LOS uu 0.4 m pa° NB 4,054 88 4,142 12,665 8,523 0.33 C SB 2,222 - 2,222 9,647 7,425 0.23 C 7 15 EB 1,711 165 1,876 10,308 8,432 0.18 C to WB 2,466 990 3,456 15,238 11,782 0.23 C (1) An annual growth rate (0.5 percent) was applied to the 2006 P.M. peak hour total volume to determine the 2013 background volume. (2) Total traffic generated along the corridors by committed developments (3) The summation of 2013 peak hour background volumes and committed trips. (4) Total capacity determined in Table 10. G:\043103000-One Bayfront Plaza\Report\Revised_TIA.doc Page - 33 February 2007 P7—/1 Kimley-Horn and Associates, Inc. Traffic Impact Analysis — One Bayfront Plaza Table 16: Future (2013) Background A.M. and P.M. Peak Hour Intersection Conditions Intersection 2013 A.M and P.M. Peak Hour Overall Level of Service LOS Delay (s) A.M. Peak Hour SE 2°d Street and SE 3rd Avenue C 25.4 SE 2°d Street and Biscayne Boulevard B 14.2 SE lst Street and Biscayne Boulevard (Northbound) A 5.9 SE 1st Street and Biscayne Boulevard (Southbound) B 19.2 SE lst Street and SE 3`d Avenue C 23.5 P.M. Peak Hour SE 2nd Street and SE 3`d Avenue C* 24.8 SE 2nd Street and Biscayne Boulevard B* 19.5 SE 1st Street and Biscayne Boulevard (Northbound) A 8.7 SE 1st Street and Biscayne Boulevard (Southbound) C 34.0 SE lst Street and SE 3`1 Avenue C 26.8 * Phasing Splits were optimized Future (2013) Total Traffic Conditions Tables 17 and 18 present the results of the transportation corridor capacity analysis for the 2013 A.M. and P.M. peak hour total traffic conditions, respectively. As indicated in Tables 17 and 18, the corridors have sufficient capacity and are expected to operate at acceptable levels of service (LOS C).Table 19 presents the results of the intersection capacity analysis for the 2013 A.M. and P.M. peak hour total traffic conditions. During the P.M. peak hour, the intersection signal phasing splits of the intersection of SE 2nd Street at Biscayne Boulevard, SE lst Street at Biscayne Boulevard (Northbound) and the intersection of SE 1st Street at Biscayne Boulevard (Southbound) were optimized to reflect the change in traffic patterns in the year 2013. All signalized intersections will operate at LOS C or better. The stop -controlled approach of the intersection of SE 2nd Street and the project driveway is expected to operate at LOS E during G:\043103000-One Bayfront Plaza\Report\Revised_TIA.doc Page - 34 February 2007 �-1 IGmley-Hom and Associates, Inc. Traffic Impact Analysis — One Bayfront Plaza P.M peak hour. This result is common where a stop -controlled minor approach intersects with a high -volume major street. The stop -controlled approach of the intersection SE 1st Street and the project driveway is expected to operate at LOS B during A.M. and P.M peak hours. Detailed SYNCHRO 6.0 outputs are included in Appendix J. G:\043103000-One Bayfront Plaza\Report\Revised_TIA.doc Page - 35 February 2007 pi_ri Kimley-Hom and Associates, Inc. Traffic Impact Analysis — One Bayfront Plaza Table 17: Future (2013) Total A.M. Peak Hour Transportation Corridor Conditions Principal Roadwayd 2013 A.M. Peak 'volume Hour Committed Peak Volume Hour 2013 A.M. Peak Hour Backgroun Volume Project A.M. Peak Hour Distribution (Maximum) Project A.M. 3 ur Ass Peak g nmoent 2013 A.M. Peak Hour Total Volume (V) (4) 2013 A.M. Peak Capacity; our ToC Total(5) ) 2013 A.M. Peak Hour Excess Capacity 2013 A.M. Peak Hour Total Level of Service Person- Trips Person- Trips Person- Trips Person -Trips Person- Trips Person- Trips Person- Trips V/C Ratio LOS Biscayne Boulevard. NB 2,368 - 2,368 25% OUT 135 2,503 12,885 10,382 0.19 C SB 1,931 - 1,931 25% IN + 10% OUT 607 2,538 9,835 7,297 0.26 C w L EB 1,930 - 1,930 45% IN 995 2,925 9,732 6,807 0.30 C w WB 1,823 - 1,823 75% OUT 403 2,226 15,311 13,085 0.15 C (1) An annua growth rate (0.5 percent) was applied to the 2006 A.M. peak hour total volume to determine the 2013 background volume. (2) Total traffic generated along the corridors by committed developments (3) The summation of 2013 peak hour background volumes and committed trips. (4) 2013 A.M. peak hour total volume (V) is defined as the sum of the project A.M. peak hour assignment and the background volume. (5) Total capacity determined in Table 9. G:\043103000-One Bayfront Plaza\Report\Revised_TIA.doc Page - 36 February 2007 /1=r1Kimley-Hom and Associates, Inc. Traffic Impact Analysis — One Bayfront Plaza Table 18: Future (2013) Total P.M. Peak Hour Transportation Corridor Conditions Principal Roadway 2013 P.M. Peak Hour BackgroundVolume Committed Peak Hour Volume 1zl 2013 P.M. Peak Hour Total Volume (3) Project P.M. Peak Hour Distribution (Maximum) Project P.M. Peak Hour Assignment 2013 P.M. Peak Hour Total Volume (� 2013 P.M. Peak Hour Total Capacity (C) (5) 2013 P.M. Peak Hour Excess Capacity 2013 P.M. Peak Hour Lef vel Total Person- Trips Person- Trips Person- Trips Person -Trips Person- Trips Person- Trips Person- Trips V/C Ratio LOS Biscayne Boulevard. NB 4,054 88 4,142 25% OUT 574 4,716 12,665 7,949 0.37 C SB 2,222 - 2,222 25% IN + 10% OUT 405 2,627 9,647 7,020 0.27 C W ci) ci5 EB 1,711 165 1,876 45% IN 316 2,192 10,308 8,116 0.21 C d w ,��„ WB 2,466 990 3,456 75% OUT 1,721 5,177 15,238 10,061 0.34 C (1) An annua growth rate (0.5 percent) was applied to the 2006 P.M. peak hour total volume to determine the 2013 background volume. (2) Total traffic generated along the corridors by committed developments (3) The summation of 2013 peak hour background volumes and committed trips. (4) 2013 P.M. peak hour total volume (V) is defined as the sum of the project P.M. peak hour assignment and the background volume. (5) Total capacity determined in Tablel0. G:\043103000-One Bayfront Plaza\Report\Revised_TIA.doc Page - 37 February 2007 �-rl Kimley-Horn and Associates, Inc. Traffic Impact Analysis — One Bayfront Plaza Table 19: Future (2013) Total A.M and P.M. Peak Hour Intersection Conditions Intersection. 2013 A.M and P.M. Peak Hour Overall Level of Service LOS Delay (s) A.M. Peak Hour SE 2" d Street and SE 3rd Avenue C 25.8 SE 2"d Street and Biscayne Boulevard B 18.3 SE 1st Street and Biscayne Boulevard (Northbound) A 5.6 SE lst Street and Biscayne Boulevard (Southbound) 1 B 19.9 SE 1st Street and SE 3`d Avenue C 24.2 SE 2"d Street and Project Driveway C (1) 25.0 (1) SE lst Street and Project Driveway B (1) 10.0 (1) P.M. Peak Hour SE 2"d Street and SE 3`d Avenue C 29.8 SE 2"d Street and Biscayne Boulevard* C* 25.5 SE 1st Street and Biscayne Boulevard (Northbound) C 22.4 SE lst Street and Biscayne Boulevard (Southbound) B 16.2 SE lst Street and SE 31"d Avenue C 28.6 SE 2"d Street and Project Driveway E (1) 36.3 (1) SE 1st Street and Project Driveway A (1) 9.5 (1) * Phasing splits were optimized (1) Overall intersection LOS not provided for two-way stop controlled intersections. The worst minor street movement is indicated G:\043103000-One Bayfront Plaza\Report\Revised_TIA.doc Page - 38 February 2007 ©—,1 Kimley-Horn and Associates, Inc. Traffic Impact Analysis — One Bayfront Plaza TRANSPORTATION CONTROL MEASURES PLAN A Transportation Control Measures Plan is required for this site to demonstrate how the developer plans to alleviate traffic from the proposed site on the surrounding roadway network. Miami -Dade County provides public transit in close proximity to the project site. In addition, other measures of transportation control can be used by the developer to encourage people to use public transportation, promote bicycling and walking, encourage car/vanpooling and offer alternatives to the typical workday hours. Examples of these incentives include, but are not limited to: • Provide transit subsidies for employees of the site • Provide transit information within the site including route schedules and maps • Provide convenient and secure areas for bicycles • Provide other transit -oriented amenities The applicant intends to make the site pedestrian- and transit -friendly and will consider these features for incorporation into the site. G:\043103000-One Bayfront Plaza\Report\Revised_TIA.doc Page - 39 February 2007 ©—/1 Kimley-Horn and Associates, Inc. Traffic Impact Analysis — One Bayfront Plaza FUTURE TRANSPORTATION IMPROVEMENTS As part of this traffic impact analysis, future transportation improvements (programmed and planned) were identified within the corridors adjacent to the project site. The following projects were identified: ■ Premium Transit — According to Miami -Dade County Long Range Transportation Plan (2030 LRTP), there is a project that will provide premium transit service between Downtown Miami and the Broward County line along the U.S.1/ FEC Rail corridor. This project is a Priority IV project scheduled for implementation between 2021-2030. G:\043103000-One Bayfront Plaza\Report\Revised_TIA.doc Page - 40 February 2007 �—,1 Kimiey-Hom and Associates, Inc. Traffic Impact Analysis — One Bayfronl Plaza CONCLUSIONS This revised traffic impact study assessed the impacts of the One Bayfront Plaza project on the surrounding transportation network. The analysis was conducted in accordance with the City of Miami requirements and included data collection; project trip generation, distribution, and assignment; transportation corridor segment capacity analysis; and intersection capacity analysis. This report is being submitted as part of a MUSP application. Transportation corridor capacity analyses and intersection capacity analyses were performed for the existing 2006 peak season conditions. Results of the analyses demonstrate that the transportation corridors and intersections in the vicinity of the project site currently have sufficient capacity and operate at acceptable levels of service. Trip generation calculations indicate that the project is expected to generate 2,006 new vehicular trips and 2,808 person -trips during the A.M. peak hour and 2,166 new vehicular trips and 3,032 person -trips during the P.M. peak hour. These trips were assigned to the roadway network based on a cardinal trip distribution obtained from the 2005 Cost Feasible Plan. Intersection capacity analyses were conducted for 2013 non -project conditions and future (2013) total conditions. The future traffic condition analysis indicates that the majority of the intersections are expected to operate under conditions similar to future (2013) non -project traffic. The overall delays at the majority of the intersections do not change significantly as a result of the proposed project. The stop -controlled approach of the intersection SE 2nd Street and the project driveway is expected to operate at LOS E or better during A.M. and P.M peak hours. This result is common where a stop -controlled minor approach intersects with a high -volume major street. The stop -controlled approach of the intersection SE 1st Street and the project driveway is expected to operate at LOS B during A.M. and LOS A during P.M peak hours. Results of these analyses demonstrate that the -transportation corridors and major intersections will continue to have sufficient capacity and operate at acceptable levels of service. G:\043103000-One Bayfront Plaza\Report\Revised_TIA.doc Page - 4! February 2007 APPENDIX A: Methodology Correspondence CIEF1 Kimley-Horn and Associates, Inc. Memorandum To: Mr. Rajendran Shanmugam, P.E. Mr. Quazi Masood, E.I. URS Southern Corporation From: Maria E. Anaya de Yeats Date: November 8, 2006 `— Subject: One Bayfront Plaza — Mixed -use Development MUSP Traffic Impact Analysis Methodology The purpose of this memorandum is to summarize the MUSP traffic impact analysis methodology as agreed to during the November 1st meeting. The following items were discussed: Trip Generation Trip generation calculations will be performed using ITE Trip Generation, 7th Edition and the ITE Trip Generation Handbook. Trip Distribution Trip distribution will be determined using the cardinal distribution from the appropriate Traffic Analysis Zone (TAZ). According to Miami -Dade County's TAZ Map, the project is located in TAZ 541. Committed Development The City of Miami will be contacted to obtain the October 2006 Edition of the Large Scale Development Report. Projects currently under construction or approved will be included. Projects in the application stage who have submitted a traffic study will also be included. ■ TEL 954 535 5100 FAX 954 739 2247 ■ Suite 109 5200 N.W. 33rd Avenue Ft. Lauderdale, Florida 33309 ❑ � Kimley-Horn and Associates, Inc. Mr. Rajendran Shanmugam, P.E., November 8, 2006, Pg. 2 Study Area The study area for this project is boarded by NE 5th Street/6tt' Street on the north, Miami River on the south, Biscayne Bay on the east, and I-95 on the west. Within this study area, five (5) intersections were identified for analysis: • SE 2"d Street at SE 3rd Avenue (signalized) • SE lst Street at Biscayne Boulevard (northbound) (signalized) • SE 1st Street at Biscayne Boulevard (southbound) (signalized) • SE lst Street at SE 3rd Avenue (signalized) • SE 2"d Street at Biscayne Boulevard (signalized) The following corridors were identified for analysis: • Biscayne Boulevard • SE 1st Street/SE 2nd Street Data Collection A.M and PM peak hour turning movement counts will be conducted at all identified study intersections. 24-hour machine counts will be conducted on Biscayne Boulevard, SE 1st Street/SE 2"d Street and SE ls` Avenue/SE 2nd Avenue. All traffic counts will be adjusted to reflect peak season conditions using the appropriate FDOT adjustment factors. Capacity Analysis Capacity analyses will be conducted for the AM and PM peak hour at all identified intersections and corridors. Intersection analyses will be performed using the Highway Capacity Manual (HCM) methodology. Corridor analyses will be conducted using information from the Miami DRI-II (i.e. person -trip capacity) and the FDOT Quality/LOS Handbook. In addition, all project driveways will be addressed in this analysis with respect to access (controlled/uncontrolled) and queuing. Site parking information will also be provided in the report. Documentation The results of the analysis will be summarized in a report. The report shall include all necessary supporting documents including signal timings, lane geometry, and software output sheets. G:\043103000-One Bayfront Plaza\Correspondence\l 10806 URS Memo.doc APPENDIX B: Traffic Count Data PEAK HOUR DETERMINATION STUDY AREA INTERSECTION TOTALS Description 7:00 7:15 7:30 AM Peak Hour 7:45 8:00 8:15 8:30 8:45 SE 2nd Street & SE 3rd Avenue 282 279 316 423 484 513 537 510 SE 2nd Street & Biscayne Boulevard 156 227 242 293 319 326 375 311 SE 1st Street & Biscayne Boulevard (Northbound) 257 245 253 354 329 300 317 330 SE 1st Street & Biscayne Boulevard (Souhbound) 229 240 263 352 345 365 451 411 SE 1st Street & SE 3rd Avenue 157 170 191 259 231 285 292 308 7'ora[s 1081 1161 1265 1681 1708 1789 1972 1870 5188 5815 6443 7150 7339 g:1043103000-one bayfront plasalcalcsl[fitc_02_23_07.xlsJpeak hour (am) 2/26/1007 17:11 �_� Kimley-Horn and Associates, Inc. Copyright 0 2004, Kimley-Horn and Associates, Inc. Peak Hour 8:00 AM-9:00 AM PEAK HOUR DETERMINATION STUDY AREA INTERSECTION TOTALS Description 16:00 16:15 16:30 PM Peak Hour 16:45 17:00 17:15 17:30 17:45 SE 2nd Street & SE 3rd Avenue 500 550 425 662 656 642 678 672 SE 2nd Street & Biscayne Boulevard 325 302 239 311 333 360 369 381 SE 1st Street & Biscayne Boulevard (Northbound) 364 326 391 515 530 603 563 541 SE 1st Street & Biscayne Boulevard (Souhbound) 426 401 431 508 539 528 526 561 SE 1st Street & SE 3rd Avenue 163 160 185 219 198 212 228 208 Totals 1778 1739 1671 2215 2256 2345 2364 2363 7403 7881 8487 9180 9328 g:1043103000-one bayfront plawkalcs1(Mrc_02_23_07.xlsfpeak hour (pm) 2126/200717:1 ! � � Kimley-Horn and Associates, Inc. Copyright ® 2004,1(imley-Honi and Associates, Inc. Peak Hour 5:00 PM-6:00 PM Intersection Turning Movement Counts SE 2ND STREET & SE 3RD AVENUE MIAMI, FLORIDA COUNTED BY: BARBARA PEREZ CRUZ ' 'ALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00060270 Start Date: 11/14/06 File I.D. : 2STR_3AV Page : 1 SE 3RD AVENUE 1SE 2ND STREET 1SE 3RD AVENUE 1SE 2ND STREET 1 From North 'From East 'From South 'From West 1 Right Thru UTurn Left Right Thru UTurn Left Right Thru UTurn Left Right Thru UTurn Left 1 Total Date 11/14/06 07:00 11 3 0 0 1 10 109 0 7 1 0 56 0 86 1 0 0 0 0 1 282 07:15 8 1 0 0 1 9 132 0 9 1 0 45 1 74 1 0 0 0 0 1 279 07:30 6 1 0 0 1 12 151 0 4 1 0 43 0 99 1 0 0 0 0 1 316 07:45 10 0 0 0 1 13 208 0 7 1 0 86 0 99 1 0 0 0 0 1 423 Hr Total 35 5 0 0 1 44 600 0 27 1 0 230 1 358 1 0 0 0 0 1 1300 08:00 16 2 0 0 1 17 247 0 10 1 0 64 0 128 0 0 0 0 484 08:15 17 4 0 0 1 20 257 0 10 1 0 89 0 116 0 0 0 0 1 513 08:30 19 0 0 0 1 42 245 0 11 0 75 0 145 0 0 0 0 1 537 08:45 15 2 0 0 1 23 240 0 4 1 0 85 0 141 1 0 0 0 0 1 510 Hr Total 67 8 0 0 1 102 989 0 35 1 0 313 0 530 1 0 0 0 0 1 2044 * BREAK * 16:00 24 2 0 0 1 14 344 0 6 1 0 26 0 84 1 0 0 0 0 1 500 16:15 22 0 4 0 1 17 379 0 13 1 0 24 0 91 1 0 0 0 0 550 16:30 18 4 1 0 1 18 283 0 13 1 0 28 0 60 1 0 0 0 0 1 425 16:45 25 6 0 0 1 27 431 0 17 1 0 40 0 116 1 0 0 0 0 1 662 Hr Total 89 12 5 0 1 76 1437 0 49 1 0 118 0 351 1 0 0 0 0 1 2137 '' 10 28 2 0 0 1 24 431 0 8 1 0 35 0 128 1 0 0 0 0 1 656 3 25 3 0 0 1 12 439 0 8 1 0 32 0 123 1 0 0 0 0 1 642 17:30 24 5 0 0 1 23 422 0 6 1 0 41 0 157 1 0 0 0 0 1 678 17:45 27 5 0 0 1 18 459 0 4 1 0 38 0 121 1 0 0 0 0 1 672 Hr Total 104 15 0 0 1 77 1751 0 26 1 0 146 0 529 1 0 0 0 0 1 2648 *TOTAL* 295 40 5 0 1 299 4777 0 137 1 0 807 1 1768 1 0 0 0 0 1 8129 - 2O \ -o�� LAX Lk SE 2ND STREET & SE 3RD AVENUE MIAMI, FLORIDA COUNTED BY: BARBARA PEREZ CRUZ ALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code 00060270 Start Date: 11/14/06 File I.D. : 2STR_3AV Page : 2 SE 3RD AVENUE From North Right Thru UTurn Date 11/14/06 !SE 2ND STREET 'SE 3RD AVENUE !SE 2ND STREET 'From East !From South 'From West Left ! Right Thru UTurn Left ! Right Thru UTurn Left ! Right Thru UTurn Left ' Total Peak Hour Analysis By Entire Intersection for the Period: 07:00 to 09:00 on 11/14/06 Peak start 08:00 ! 08:00 08:00 Volume 67 8 0 0 ! 102 989 0 35 0 313 0 530 Percent 89% 11% 0% 0% ! 9% 88% 0% 3% 0% 37% 0% 63% Pk total 75 ! 1126 843 Highest 08:15 ! 08:30 08:45 Volume 17 4 0 0 I 42 245 0 11 0 85 0 141 Hi total 21 ! 298 226 PHF .89 ! .94 .93 • 0 • 67 0 67 P 2ND STREET 530 989 67 1,586 0 0 0 0 0 0 0 SE 3RD AVENUE 8 0 8 0 75 490 1,586 0 313 102 415 • ALL VEHICLES 1,126 Intersection Total 2, 044 886 35 530 8 0 43 530 SE 3RD AVENUE 08:00 0 0 0 0 0% 0% 0% 0% 0 07:00 0 0 0 0 0 .0 102 102 1,126 989 989 35 35 0 SE 2ND STREET 0 0 0 SE 2ND STREET & SE 3RD AVENUE MIAMI, FLORIDA COUNTED BY: BARBARA PEREZ CRUZ ' 'TALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code 00060270 Start Date: 11/14/06 File I.D. : 2STR_3AV Page : 3 SE 3RD AVENUE ISE 2ND STREET ISE 3RD AVENUE ISE 2ND STREET From North 'From East 'From South 'From West Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left 1 Right Thru UTurn Left I Total Date 11/14/06 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 11/14/06 Peak start 17:00 17:00 17:00 17:00 Volume 104 15 0 0 77 1751 0 26 0 146 0 529 0 0 0 0 Percent 87% 13% 0% 0% 4% 94% 0% 1% 0% 22t 01: 78% 0% 0% 0% 0% Pk total 119 1854 675 0 Highest 17:45 17:45 17:30 07:00 Volume 27 5 0 0 18 459 0 4 0 41 0 157 0 0 0 0 Hi total 32 481 198 0 PHF .93 .96 .85 SE 3RD AVENUE • 0 • 104 15 0 0 104 15 0 119 I 342 PR 2ND STREET 529 1,751 104 2,384 0 0 0 0 0 0 2,384 0 146 77 223 • ALL VEHICLES 1,854 Intersection Total 2,648 716 .0 0 77 77 0 1,854 1,751 675 26 529 • 146 15 0 41 529 146 SE 3RD AVENUE • 1,751 26 26 0 SE 2ND STREET 0 0 0 SE 2ND STREET & SE 3RD AVENUE MIAMI, FLORIDA COUNTED BY: BARBARA PEREZ CRUZ ALI ZRD TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 PEDESTRIANS Site Code : 00060270 Start Date: 11/14/06 File I.D. : 2STR_3AV Page : 1 SE 3RD AVENUE ISE 2ND STREET From North 'From East ISE 3RD AVENUE 'From South ISE 2ND STREET 'From West Peds Right Thru Left Peds Right Thru Left 1 Peds Right Thru Left I Peds Right Date 11/14/06 Thru Left 1 Total 07:00 3 0 0 0 1 14 0 0 0 1 6 0 0 0 1 5 0 0 0 1 28 07:15 1 0 0 0 1 12 0 0 0 1 7 0 0 0 1 7 0 0 0 1 27 07:30 12 0 0 0 1 20 0 0 0 1 16 0 0 0 1 6 0 0 0 1 54 07:45 9 0 0 0 1 34 0 0 0( 23 0 0 0 1 8 0 0 0( 74 Hr Total 25 0 0 0 1 80 0 0 0 1 52 0 0 0 1 26 0 0 0 1 183 08:00 6 0 0 0 1 40 0 0 0 1 25 0 0 0 1 9 0 0 0 1 80 08:15 5 0 0 0 1 34 0 0 0 1 26 0 0 0 1 10 0 0 0 1 75 08:30 12 0 0 0 1 31 0 0 0 1 34 0 0 0 1 12 0 0 0 1 89 08:45 25 0 0 0 1 35 0 0 0 1 40 0 0 0 1 19 0 0 0 1 119 Hr Total 48 0 0 0 1 140 0 0 0 1 125 0 0 0 1 50 0 0 0 1 363 • BREAK 16:00 10 0 0 0 1 25 0 0 0 1 21 0 0 0 1 3 0 0 0 1 59 16:15 14 0 0 0 1 24 0 0 0 1 15 0 0 0 1 2 0 0 0 1 55 16:30 15 0 0 0 1 15 0 0 0 1 9 0 0 0 1 6 0 0 0 1 45 16:45 7 0 0 0 1 14 0 0 0( 6 0 0 0( 0 0 0 0 1 27 Hr Total 46 0 0 0 1 78 0 0 0 1 51 0 0 0 1 11 0 0 0 1 186 10 7 0 0 0 1 3 0 0 0 1 18 0 0 0 1 0 0 0 0 1 28 5 1 0 0 0 1 5 0 0 0 1 8 0 0 0 1 0 0 0 0 1 14 17:30 4 0 0 0 1 4 0 0 0 1 7 0 0 0 1 3 0 0 0 1 18 17:45 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 Hr Total 12 0 0 0 1 12 0 0 0 1 33 0 0 0 1 3 0 0 0 1 60 *TOTAL* 131 0 0 0 1 310 0 0 0 1 261 0 0 0 1 90 0 0 0 1 792 CVS ykoc u-Li( ?„)) se 2. s r 661 obi sT cL- u�S Ns-cocifCce VVI.�O�WI.i, � Forkia. 1 (\o►Jevvkloer 16 1 Zoo(P ‹I rck.w v‘ to : L,ws Pat Lott, Sig Li. SE 2ND STREET & US 1/BISCAYNE BOULEVARD MIAMI, FLORIDA COUNTED BY: ABE THOMAS 'TALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00060270 Start Date: 11/14/06 File I.D. : 2STR_US1 Page : 1 BISCAYNE BOULEVARD/US 1 1BISCAYNE BOULEVARD/US 1 1SE 2ND STREET From North 'From South 'From West Right Thru Date 11/14/06 Thru UTurn Left 1 Right UTurn Left Total 07:00 104 0 0 0 52 1 0 0 0 1 156 07:15 146 0 0 0 81 0 0 0 227 07:30 151 0 0 0 91 1 0 0 0 242 07:45 176 0 1 0 0 117 1 0 0 0 1 293 Hr Total 577 0 I 0 0 341 1 0 0 0 1 918 08:00 213 0 1 0 0 106 1 0 0 0 1 319 08:15 220 0 0 0 106 1 0 0 0 326 08:30 253 0 0 0 122 0 0 0 1 375 08:45 230 0 1 0 0 81 1 0 0 0 1 311 Hr Total 916 0 1 0 0 415 1 0 0 0 1 1331 * BREAK 16:00 253 0 1 0 0 72 1 0 0 0 1 325 16:15 241 0 0 0 61 0 0 0 302 16:30 178 0 1 0 0 61 0 0 0 239 16:45 239 0 J 0 0 72 1 0 0 0 1 311 Hr Total 911 0 I 0 0 266 0 0 0 1 1177 ' 70 243 0 1 0 0 90 1 0 0 0 1 333 5 271 0 0 0 89 1 0 0 0 360 17:30 254 0 0 0 115 1 0 0 0 369 17:45 284 0 1 0 0 97 1 0 0 0 1 381 Hr Total 1052 0 1 0 0 391 1 0 0 0 1 1443 *TOTAL* 3456 0 1 0 0 1413 1 0 0 0 1 4869 O .b {)v\yam@ L \ SE 2ND STREET & US 1/BISCAYNE BOULEVARD MIAMI, FLORIDA COUNTED BY: ABE THOMAS TALI ZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00060270 Start Date: 11/14/06 File I.D. : 2STR_US1 Page : 2 BISCAYNE BOULEVARD/US 1 IBISCAYNE BOULEVARD/US 1 ISE 2ND STREET From North 'From South 'From West Right Thru I Thru UTurn Left I Right UTurn Left Date 11/14/06 Peak Hour Analysis By Entire Intersection Peak start 08:00 1 08:00 volume 916 0 0 Percent 100t O% 1 Ot Pk total 916 1 415 Highest 08:30 08:30 Volume 253 0 0 Hi total 253 1 122 PHF .91 .85 r� for the Period: O 415 0t 100% O 122 Total 07:00 to 09:00 on 11/14/06 08:00 1 O 0 0 0% 0% 0% 0 07:00 O 0 0 0 .0 BISCAYNE BOULEVARD/US 1 • 0 916 0 0 916 0 C 916 1 916 2ND STREET 415 0 1,331 916 0 0 0 0 0 0 1,331 0 0 0 0 • ALL VEHICLES Intersection Total 1,331 • 0 0 0 0 0 0 415 415 415 0 415 0 BISCAYNE BOULEVARD/US 1 0 0 0 SE 2ND STREET & US 1/BISCAYNE BOULEVARD MIAMI, FLORIDA COUNTED BY: ABE THOMAS . •ALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00060270 Start Date: 11/14/06 File I.D. : 2STR_US1 Page : 3 BISCAYNE BOULEVARD/US 1 !BISCAYNE BOULEVARD/US 1 ISE 2ND STREET From North 'From South 'From West Right Thru I Thru UTurn Left I Right UTurn Left I Total Date 11/14/06 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 Peak start 17:00 17:00 1 17:00 Volume 1052 0 0 0 391 0 0 0 Percent 100% 0% 0% 0% 100% 0% 0% 0% Pk total 1052 391 0 Highest 17:45 17:30 07:00 Volume 284 0 0 0 115 0 0 0 Hi total 284 115 0 PHF .93 .85 .0 • CT 1,052 0 1,052 0 1,052 FT' 2ND STREET 391 0 1,443 1,052 0 0 0 0 0 BISCAYNE BOULEVARD/US 1 1,443 1,052 on 11/14/06 0 0 0 0 • ALL VEHICLES Intersection Total 1,443 0 0 0 0 0 0 391 391 391 0 391 0 BISCAYNE BOULEVARD/US 1 0 0 0 SE 2ND STREET E. US 1/BISCAYNE BOULEVARD MIAMI, FLORIDA COUNTED BY: ABE THOMAS IALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 PEDESTRIANS Site Code : 00060270 Start Date: 11/14/06 File I.D. : 2STR_US1 Page : 1 BISCAYNE BOULEVARD/US 1 'BISCAYNE BOULEVARD/US 1 ISE 2ND STREET From North (From South (From west Peds Right I Peds Thru Left I Peds Right Left I Total Date 11/14/06 07:00 5 0 I 31 0 0 1 0 0 37 07:15 10 0 I 23 0 0 I 0 0 0 I 33 07:30 19 0 I 29 0 0 I 1 0 0 I 49 07:45 32 0 I 35 0 0 I 0 0 0 I 67 Hr Total 66 0 118 0 0 I 2 0 0 1 186 08:00 42 0 I 51 0 0 I 0 0 0 I 93 08:15 42 0 I 62 0 0 I 0 0 0 I 104 08:30 34 0 I 66 0 0 I 0 0 0 I 100 08:45 12 0 f 53 0 0 I 0 0 0 I 65 Hr Total 130 0 1 232 0 0 1 0 0 0 1 362 * BREAK • 16:00 34 0 I 18 0 0 I 0 0 0 I 52 16:15 17 0 ( 21 0 0 0 0 0 I 38 16:30 17 0 I 16 0 0 0 0 0 I 33 16:45 30 0 1 29 0 0 1 0 0 0 1 59 Hr Total 98 0 1 84 0 0 1 0 0 0 1 182 ' 00 42 0 71 0 0 I 0 0 0 113 .5 21 0 I 27 0 0 I 0 0 0 48 17:30 17 0 I 25 0 0 I 0 0 0 I 42 17:45 26 0 1 28 0 0 1 0 0 0 1 54 Hr Total 106 0 I 151 0 0 I 0 0 0 I 257 *TOTAL• 400 0 I 585 0 0 I 2 0 0 I 987 01-oi be cited sas or PArvnj LA,Kck.o, ( i8ck MaJoitioer 1(49120(49 cka.tuvt Joy. UktS 174,Loviitiao IJ SE 1ST STREET & BISCAYNE BOULEVARD/ US 1 NB, MIAMI, FLORIDA COUNTED BY: NICHOLE BOWEN ' iALI ZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00060270 Start Date: 11/14/06 File I.D. : 1ST_US1N Page : 1 BISCAYNE BOULEVARD/US 1 'BISCAYNE BOULEVARD/US 1 1SE 1ST STREET From North 'From South 'From West Right Thru Thru UTurn Left I Right UTurn Left 1 Total Date 11/14/06 07:00 0 0 1 147 0 0 1 7 0 103 1 257 07:15 0 0 159 0 0 6 0 80 245 07:30 0 0 1 148 0 0 8 0 97 253 07:45 0 0 1 196 0 0 1 15 0 143 1 354 Hz Total 0 0 1 650 0 0 1 36 0 423 1 1109 08:00 0 0 1 221 0 0 1 6 0 102 1 329 08.15 0 0 198 0 0 1 8 0 94 300 08:30 0 0 1 194 0 0 1 14 0 109 317 08:45 0 0 1 196 0 0 1 11 0 123 1 330 Hr Total 0 0 1 809 0 0 1 39 0 428 1 1276 * BREAK * 16:00 0 0 1 226 0 0 7 0 131 1 364 16:15 0 0 1 195 0 0 1 9 0 122 326 16:30 0 0 1 229 0 0 17 0 145 391 16:45 0 0 1 306 0 0 1 11 0 198 1 515 Hr Total 0 0 1 956 0 0 1 44 0 596 1 1596 00 0 0 1 308 0 0 1 12 0 210 1 530 .5 0 0 1 363 0 0 1 10 0 230 1 603 17:30 0 0 1 349 0 0 1 12 0 202 1 563 17:45 0 0 1 305 0 0 1 7 0 229 1 541 Hr Total 0 0 1 1325 0 0 1 41 0 871 1 2237 *TOTAL* 0 0 3740 0 0 160 0 2318 1 6218 O 'c)\-b L 3 v' SE 1ST STREET & BISCAYNE BOULEVARD/ US 1 NB, MIAMI, FLORIDA COUNTED BY: NICHOLE BOWEN NALI ZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00060270 Start Date: 11/14/06 File I.D. 1ST_US1N Page : 2 BISCAYNE BOULEVARD/US 1 'BISCAYNE BOULEVARD/US 1 ISE 1ST STREET From North 'From South 'From West I I I I Right Thru I Thru UTurn Left I Right UTurn Left I Total Date 11/14/06 Peak Hour Analysis By Entire Peak start 07:45 Volume 0 0 Percent 0% 0% Pk total 0 Highest 07:00 Volume 0 0 Hi total 0 PHF .0 1ST STREET 0 0 0 Intersection for the 07:45 809 0 100% 0% 0% 809 08:00 221 0 221 .92 0 Period: 0 0 07:00 to 09:00 07:45 43 0 448 9% 0% 91% 491 07:45 15 0 143 158 .78 BISCAYNE BOULEVARD/US 1 0 • 0 0 0 448 448 1 0 0 0 0 0 491 43 43 1 • 0 0 491 1,257 on 11/14/06 448 809 0 1,257 • ALL VEHICLES Intersection Total 1,300 0 0 43 43 852 0 0 809 809 BISCAYNE BOULEVARD/US 1 809 0 0 0 SE 1ST STREET & BISCAYNE BOULEVARD/ US 1 NB, MIAMI, FLORIDA COUNTED BY: NICHOL& BOWEN ' 'NALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00060270 Start Date: 11/14/06 File I.D. : 1ST_US1N Page : 3 BISCAYNE BOULEVARD/US 1 'BISCAYNE BOULEVARD/US 1 ISE 1ST STREET From North 'From South 'From West Right Thru I Thru UTurn Left I Right UTurn Left I Total Date 11/14/06 Peak Hour Analysis By Entire Peak start 17:00 Volume 0 0 Percent 0% 0% Pk total 0 Highest 07:00 Volume 0 0 1 Hi total 0 PHF .0 Intersection 17:00 1325 1004 1325 17:15 363 363 .91 for the Period: 0 0 04 0% 0 0 BISCAYNE • 0 • 0 0 0 ) SR 1ST STREET 0 0 0 0 • 871 871 16:00 to 18:00 17:00 41 0 871 4t 0t 96% 912 17:15 10 0 230 240 .95 on 11/14/06 BOULEVARD/US 1 0 0 0 0 0 912 • 41 41 1 • 0 0 1111111 912 2,196 871 1,325 0 2,196 • ALL VEHICLES Intersection Total 2,237 0 0 41 41 1,366 0 0 1,325 • 1,325 1,325 - BISCAYNE BOULEVARD/US 1 t 0 0 0 SE 1ST STREET & BISCAYNE BOULEVARD/ US 1 NB, MIAMI, FLORIDA COUNTED BY: NICHOLS BOWEN ' 'ALIZRD TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 PEDESTRIANS Site Code : 00060270 Start Date: 11/14/06 File I.D. : 1ST_US1N Page : 1 BISCAYNE BOULEVARD/US 1 IBISCAYNE BOULEVARD/US 1 ISE 1ST STREET From North 'From South 'From West Peds Right Peds Thru Left I Peds Right Left Total Date 11/14/06 07:00 0 0 1 4 0 0 1 0 0 1 5 07:15 0 0 4 0 0 I 2 0 0 I 6 07:30 0 0 I 2 0 0 I 1 0 0 I 3 07:45 0 0 1 6 0 0 I 4, 0 0 1 10 Hr Total 0 0 1 16 0 0 1 8 0 0 1 24 08:00 0 0 1 4 0 0 I 2 0 0 I 6 08:15 0 0 I 10 0 0 I 1 0 0 I 11 08:30 0 0 1 2 0 0 I 0 0 0 I 2 08:45 0 0 1 9 0 0 1 2 0 0 1 11 Hr Total 0 0 1 25 0 0 1 5 0 0 1 30 * BREAK * 16:00 0 0 I 8 0 0 16:15 0 0 I 9 0 0 16:30 0 0 I 10 0 0 16:45 0 0 1 2 0 0 Hr Total 0 0 I 29 0 0 8 0 0 I 16 7 0 0 I 16 6 0 0 I 16 0 0 0 1 2 21 0 0 I 50 1''•00 0 0 I 19 0 0 6 0 0 25 5 0 0 I 0 0 0 0 0 0 I 0 1,:30 0 0 I 15 0 0 0 0 0 I 15 17:45 4 0 1 2 0 0 2 0 0 1 8 Hr Total 4 0 1 36 0 0 8 0 0 1 48 *TOTAL• 4 0 1 106 0 0 1 42 0 0 1 152 SE 1ST STREET & BISCAYNE BOULEVARD/ US 1 SB, MIAMI, FLORIDA COUNTED BY: NORA NAVARRO '`TALI ZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00060270 Start Date: 11/14/06 File I.D. 1ST_US1S Page : 1 BISCAYNE BOULEVARD/US 1 SSE 1ST STREET 'BISCAYNE BOULEVARD/US 1 ISE 1ST STREET From North 'From East 'From South (From West Right Thru UTurn Left 1 Right Thru UTurn Left 1 Right Thru UTurn Left 1 Right Thru UTurn Left I Total Date 11/14/06 07:00 0 93 0 13 1 0 0 0 0 1 0 0 0 0 1 17 106 0 0 1 229 07:15 0 114 0 7 1 0 0 0 0 1 0 0 0 0 1 31 88 0 0 1 240 07:30 0 130 0 11 1 0 0 0 0 1 0 0 0 0 1 28 94 0 0 1 263 07:45 0 161 0 20 f 0 0 0 0 0 0 0 0 1 26 145 0 0 1 352 Hr Total 0 498 0 51 1 0 0 0 0 1 0 0 0 0 1 102 433 0 0 1 1084 08:00 0 202 0 13 0 0 0 0 0 0 0 0 29 101 0 0 1 345 08:15 0 213 0 13 0 0 0 0 0 0 0 0 49 90 0 0 365 08:30 0 268 0 26 1 0 0 0 0 0 0 0 0 1 51 106 0 0 1 451 08:45 0 230 0 18 1 0 0 0 0 1 0 0 0 0 1 47 116 0 0 1 411 Hr Total 0 913 0 70 0 0 0 0 0 0 0 0 I 176 413 0 0 1572 BREAK 16:00 0 218 0 12 I 0 0 0 0 0 0 0 0 I 67 129 0 0 I 426 16:15 0 178 0 18 0 0 0 0 0 0 0 0 I 80 125 0 0 401 16:30 0 187 0 32 0 0 0 0 0 0 0 0 I 79 133 0 0 431 16:45 0 232 0 24 1 0 0 0 0 1 0 0 0 0 I 89 163 0 0 1 508 Hr Total 0 815 0 86 1 0 0 0 0 0 0 0 0 I 315 550 0 0 1766 00 0 213 0 27 0 0 0 0 0 0 0 0 I119 180 0 0 I 539 5 0 201 0 17 1 0 0 0 0 1 0 0 0 0 I 97 213 0 0 1 528 1i:30 0 231 0 28 1 0 0 0 0 1 0 0 0 0 I 90 177 0 0 1 526 17:45 0 217 -0 27 1 0 0 0 0 1 0 0 0 0 I 92 225 0 0 561 Hr Total 0 862 0 99 0 0 0 0 0 0 0 0 I 398 795 0 0 2154 *TOTAL* 0 3088 0 306 1 0 0 0 0 0 0 0 0 I 991 2191 0 0 6576 t`\\ \ Q =`- 0 r �-1><L \ SE 1ST STREET & BISCAYNE BOULEVARD/ US 1 SB, MIAMI, FLORIDA COUNTED BY: NORA NAVARRO "VALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00060270 Start Date: 11/14/06 File I.D. : 1ST_US1S Page : 2 BISCAYNE BOULEVARD/US 1 From North Right Thru UTurn Date 11/14/06 Peak Hour Analysis By Entire Peak start 08:00 Volume 0 913 0 Percent of 93% 01s Pk total 983 Highest 08:30 Volume 0 268 0 Hi total 294 PHF .84 ISE 1ST STREET 'BISCAYNE BOULEVARD/US 1 SSE 1ST STREET 'From East From South From West Left I Right Thru UTurn Left 1 Right Thru UTurn Left 1 Right Thru UTurn Left Total Intersection for the Period: 07:00 t 08:00 70 0 0 0 0 7t 0% 01 01 01 0 07:00 26 0 0 0 0 0 .0 • 0 0 09:00 on 11/14/06 08:00 0 0 0 0 0% 01 0i 0i 0 07:00 0 0 0 0 0 .0 BISCAYNE BOULEVARD/US 1 0 913 70 SF 1ST STREET 0 0 0 0 0 0 413 0 913 70 983 J 983 413 589 176 176 1 0 589 0 0 0 0 • ALL VEHICLES Intersection Total 1,572 1,089 0 0 913 176 1,089 0 BISCAYNE BOULEVARD/US 1 483 08:00 176 301 589 08:45 47 163 .90 0 413 0 0 701 0f 01 116 0 0 0 0 0 0 0 0 0 0 483 SE 1ST STREET 0 0 70 413 0 SE 1ST STREET & BISCAYNE BOULEVARD/ US 1 SB, MIAMI, FLORIDA COUNTED BY: NORA NAVARRO '-"NALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00060270 Start Date: 11/14/06 File I.D. : 1ST_US1S Page : 3 BISCAYNE BOULEVARD/US 1 From North Right Thru UTurn Date 11/14/06 Peak Hour Analysis By Entire Peak start 17:00 Volume Percent Pk total Highest Volume Hi total PHF 0 Ot 961 17:30 0 259 .93 862 0 90% 0% 231 0 ISE 1ST STREET (From East Left I Right Thru UTurn Left Right Thru UTurn 'BISCAYNE BOULEVARD/US 1 IFrom South SSE 1ST STREET 'From West Left 1 Right Thru UTurn Left I Total Intersection for the Period: 16:00 t 17:00 99 0 0 0 0 10% 0% 0% 0% 08 0 07:00 28 0 0 0 0 0 .0 BISCAYNE 18:00 on 11/14/06 17:00 0 0 0 0t 0% 0% 0 07:00 0 0 0 0 .0 BOULEVARD/US 1 • 0 • 0 862 99 0 0 862 99 I 961 961 SR 1ST STREET 0 0 0 0 0 0 795 795 1,193 398 398 1 1,193 0 0 0 0 ALL VEHICLES Intersection Total 2,154 1,260 0 0 862 398 1,260 0 0 0% 0 894 0 0 BISCAYNE BOULEVARD/US 1 0 17:00 398 33% 1193 17:45 92 317 .94 0 795 0 0 67% 0t 0% 225 0 0 0 0 0 0 0 0 0 0 894 SE 1ST STREET 99 795 0 0 0 SE 1ST STREET & BISCAYNE BOULEVARD/ US 1 SB, MIAMI, FLORIDA COUNTED BY: NORA NAVARRO NALIZED TRAFFIC SURVEY 624 GARDE DELRAY BEACH, (561) 272-3255 SPECIALISTS, INC. NIA TERRACE FLORIDA 33444 FAX (561) 272-4381 PEDESTRIANS Site Code : 00060270 Start Date: 11/14/06 File I.D. : 1ST_US1S Page : 1 BISCAYNE BOULEVARD/US 1 From North Peds Right Date 11/14/06 07:00 07:15 07:30 07:45 Hr Total 4 15 9 23 51 ISE 1ST STREET (From East Thru Left I Peds Right Thru 'BISCAYNE BOULEVARD/US 1 ISE 1ST STREET IFrOm South 'From West Left I Peds Right Thru Left f Peds Right Thru Left I Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8 0 0 0 4 0 0 0 23 0 0 0 1 0 0 0 1 9 0 0 0 3 0 0 0 1 11 0 0 0 8 0 0 0 1 51 0 0 0 08:00 25 0 0 0 1 2 0 0 0 1 20 0 0 0 08:15 40 0 0 0 j 0 0 0 0 18 0 0 0 08:30 31 0 0 0 1 6 0 0 0 10 0 0 0 08:45 34 0 0 0 1 2 0 0 0 I 24 0 0 0 Hr Total 130 0 0 0 1 10 0 0 0 1 72 0 0 0 16:00 16:15 16:30 16:45 Hr Total 3''-00 5 1,:30 17:45 Hr Total + BREAK + 14 19 8 6 47 34 4 28 26 92 0 0 0 0 0 0 0 0 0 0 2 0 0 0 1 14 1 0 0 0 1 43 3 0 0 0 1 22 4 0 0 0 1 41 10 0 0 0 1 120 10 0 0 0 1 57 11 0 0 0 69 8 0 0 0 55 18 0 0 0 1 78 47 0 0 0 1 259 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 10 8 12 41 32 20 42 11 105 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 16 7 0 33 7 5 21 12 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18 4 5 5 32 5 4 5 4 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 53 49 28 23 153 78 33 96 53 260 'TOTAL* 320 0 0 0 1 164 0 0 0 201 0 0 0 107 0 0 0 1 792 rtos.5—) V14 y LoT .vt ,q -31 1 /l i T M i oatk' (FLoc ` d ck 1•CokiedukAoeir t to ( Zoo co cd(otv :Cues P4LobAni it o Si,n&L 2e4 \o(li\-kk SE 1ST STREET & SE 3RD AVENUE MIAMI, FLORIDA COUNTED BY: MAURICE GOMEZ ' 'ALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00060270 Start Date: 11/14/06 File I.D. : 1ST3AV_M Page : 1 SE 3RD AVENUE From North ISE 1ST STREET 'From East ISE 3RD AVENUE (From South ISE 1ST STREET 'From West Right Thru UTurn Left Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left Total Date 11/14/06 07:00 0 3 0 2 1 0 0 0 0 1 66 0 0 0 1 10 76 0 0 1 157 07:15 0 4 0 1 1 0 0 0 0 I 53 0 0 0 I 4 108 0 0 1 170 07:30 0 3 0 3 1 0 0 0 0 1 56 0 0 0 1 5 124 0 0 1 191 07:45 0 4 0 14 I 0 0 0 0 1 90 0 0 0 1 4 147 0 0 1 259 Hr Total 0 14 0 20 1 0 0 0 0 1 265 0 0 0 1 23 455 0 0 1 777 08:00 0 5 0 4 I 0 0 0 0 1 81 0 0 0 1 7 134 0 0 1 231 08:15 0 4 0 14 I 0 0 0 0 1 99 0 0 0 1 14 154 0 0 1 285 08:30 0 5 0 14 I 0 0 0 0 1 124 0 0 0 1 11 138 0 0 1 292 08:45 0 7 0 17 I 0 0 0 0 I 112 0 0 0 L 8 164 0 0 I 308 Hr Total 0 21 0 49 1 0 0 0 0 1 416 0 0 0 1 40 590 0 0 1 1116 * BREAK * 16:00 0 5 0 4 I 0 0 0 0 1 43 0 0 0 1 19 92 0 0 1 163 16:15 0 12 0 4 1 0 0 0 0 1 46 0 0 0 1 12 86 0 0 I 160 16:30 0 11 0 7 I 0 0 0 0 1 48 0 0 0 1 14 105 0 0 1 185 16:45 0 11 0 7 1 0 0 0 0 1 66 0 0 0 1 20 115 0 0 1 219 Hr Total 0 39 0 22 1 0 0 0 0 1 203 0 0 0 1 65 398 0 0 1 727 '- 00 0 10 0 9 1 0 0 0 0 1 60 0 0 0 1 22 97 0 0 1 198 5 0 11 0 5 1 0 0 0 0 1 45 0 0 0 1 20 131 0 0 1 212 17:30 0 6 0 8 1 0 0 0 0 1 61 0 0 0 1 20 133 0 0 1 228 17:45 0 16 0 7 1 0 0 0 0 1 66 0 0 0 1 17 102 0 0 1 208 Hr Total 0 43 0 29 1 0 0 0 0 I 232 0 0 0 1 79 463 0 0 1 846 *TOTAL* 0 117 0 120 1 0 0 0 0 I 1116 0 0 0 207 1906 0 0 I 3466 SE 1ST STREET & SE 3RD AVENUE MIAMI, FLORIDA COUNTED BY: MAURICE GOMEZ 'ALIZRD TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00060270 Start Date: 11/14/06 File I.D. : 1ST3AV_M Page : 2 SE 3RD AVENUE From North Right Thru UTurn Date 11/14/06 ISE 1ST STREET ISE 3RD AVENUE ISE 1ST STREET IFrom East From South (From West I I I Left I Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left I Total Peak Hour Analysis By Entire Intersection for the Period: 07:00 t Peak start 08:00 08,00 Volume 0 21 0 49 0 0 0 0 Percent 0% 30% 0% 70% 0% 0% 0% 0% Pk total 70 0 Highest 08:45 07:00 Volume 0 7 0 17 0 0 0 0 Hi total 24 0 PHF .73 .0 • 0 • 0 0 0 C+T. 1ST STREET 0 0 0 0 0 0 590 09:00 on 11/14/06 08:00 I 08:00 I 416 0 0 0 I 40 590 0 0 I 1001, 06 0% 0% I 6% 94% 0% 0& I 416 I 630 I 08:30 I 08:45 I 124 0 0 0 I 8 164 0 0 I 124 I 172 I .84 1 .92 I SE 3RD AVENUE 21 21 70 49 49 590 630 40 40 l 630 70 0 0 0 0 0 • ALL VEHICLES 1,055 Intersection Total 1,116 477 0 0 21 40 61 0 SE 3RD AVENUE 416 0 0 0 0 0 0 0 0 0 1,055 SE 1ST STREET 49 590 416 416 0 416 0 SE 1ST STREET & SE 3RD AVENUE MIAMI, FLORIDA COUNTED BY: MAURICE GOMEZ NALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00060270 Start Date: 11/14/06 File I.D. : 1ST3AV_M Page : 3 SE 3RD AVENUE ISE 1ST STREET ISE 3RD AVENUE ISE 1ST STREET From North 'From East 'From South 'From West I I Right Thru UTurn Left I Right Thru UTurn Left 1 Right Thru UTurn Left Right Thru UTurn Left I Total Date 11/14/06 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 11/14/06 Peak start 16:45 16:45 16:45 Volume 0.. 38 0 29 0 0 0 0 232 Percent 01 57% 01 431 06 01 08 08 1001 Pk total 67 0 232 Highest 17:00 07:00 16:45 Volume 0 10 0 9 0 0 0 0 66 Hi total 19 0 66 PHF .88 .0 .88 PP, 1ST STREET 0 0 0 0 0 0 476 SE 3RD AVENUE 38 38 67 29 476 558 82 82 1 558 29 67 • ALL VEHICLES 16:45 0 0 0 82 476 0 0 0% 01 01 ' 15% 85% 01 06 ' 558 ' 17:30 0 0 0 20 133 0 0 153 I .91 Intersection Total 857 352 737 232 0 0 0 38 82 120 0 0 SE 3RD AVENUE 0 0 0 0 0 0 0 29 737 476 232 SE 1ST STREET 232 0 232 0 SE 1ST STREET & SE 3RD AVENUE MIAMI, FLORIDA COUNTED BY: MAURICE GOMEZ ' 'ALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 PEDESTRIANS Site Code : 00060270 Start Date: 11/14/06 File I.D. 1ST3AV_M Page : 1 SE 3RD AVENUE ISE 1ST STREET ISE 3RD AVENUE ISE 1ST STREET From North 'From East IFrom South 'From West Peds Right Thru Left 1 Peds Right Thru Left 1 Peds Right Thru Left Peds Right Thru Left I Total Date 11/14/06 07:00 4 0 0 0 1 13 0 0 0 1 12 0 0 0 1 3 0 0 0) 32 07:15 10 0 0 0 1 22 0 0 0 j 5 0 0 0 1 12 0 0 0 1 49 07:30 10 0 0 0 1 22 0 0 0 1 13 0 0 0 1 19 0 0 0 1 64 07:45 18 0 .0 0) 27 0 0 0 f 20 0 0 0) 13 0 0 0) 78 Hr .Total 42 0 0 0 I 84 0 0 0 1 50 0 0 0) 47 0 0 0 I 223 08:00 19 0 0 0 1 50 0 0 0) 52 0 0 0 1 20 0 0 0) 141 08:15 29 0 0 0 22 0 0 0 1 35 0 0 0 1 36 0 0 0) 122 08:30 35 0 0 0 1 36 0 0 0 1 22 0 0 0 1 43 0 0 0 I 136 08:45 20 0 0 0) 70 0 0 0) 37 0 0 0! 33 0 0 0 j 160 Hr Total 103 0 0 0 178 0 0 0 I 146 0 0 0 I 132 0 0 0 1 559 * BREAK 16:00 31 0 0 0) 80 0 0 0 1 60 0 0 0) 31 0 0 0) 202 16:15 41 0 0 0 1 81 0 0 0 1 54 0 0 0) 23 0 0 0) 199 16:30 34 0 0 0 1 57 0 0 0) 31 0 0 0) 39 0 0 0! 161 16:45 30 0 0 0 1 61 0 0 0) 48 0 0 0 1 25 0 0 0) 164 Hr Total 136 0 0 0 1 279 0 0 0 1 193 0 0 0 1 118 0 0 0 1 726 '" 10 27 0 0 0) 50 0 0 0) 65 0 0 0) 44 0 0 0) 186 5 16 0 0 0) 35 0 0 0 1 79 0 0 0) 31 0 0 0) 161 17:30 28 0 0 0 1 44 0 0 0 1 51 0 0 0! 34 0 0 0) 157 17:45 17 0 0 0) 36 0 0 0) 32 0 0 0) 20 0 0 0) 105 Hr Total 88 0 0 0 165 0 0 0 I227 0 0 0 I 129 0 0 0! 609 *TOTAL* 369 0 0 0 706 0 0 0 616 0 0 0 426 0 0 0 1 2117 BaK .ate en 4. s� K t r�l Op iMi0.1K, F-C.W8A, N0Vu419ef I (o, Zoo co ettauktbS- (A.tts Palo 40 5 � na(: iec/ 24-Hour Machine Counts Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File Station Identification Start date Stop date City/Town Location Interval Start time Stop time County . Biscayne Boulevard South of SE 1 Street ******************************************************************************* Nov 15 Northbound Volume : D1115013.PRN : 000000111407 : 000058410190 : Nov 15, 06 : Nov 15, 06 : Miami, Florida 15 minutes 00:00 24:00 Dade End Time 00 15 30 45 00 63 62 51 43 Hr Total 219 01 37 38 27 24 02 03 9 8 14 4 126 35 8 3 5 8 24 04 7 7 11 17 05 14 21 40 61 42 136 06 92 98 120 141 451 07 157 165 109 257 688 08 09 10 157 188 194 202 154 194 201 188 164 182 207 189 ---- ---- ---- 742 737\ 741 11 192 193 267 208 860 End Time 12 15 30 45 00 242 213 212 191 T'__ Total 858 13 14 192 179 208 183 762 188 178 177 216 759 15 163 221 229 197 810 16 202 221 204 212 839 17 18 19 275 405 278 393 309 281 363 228 1225 1.3.07 226 169 174 141 710 20 144 132 150 125 551 21 109 127 104 101 441 22 96 98 104 96 394 23 99 81 61 66 307 24 Hour Total : 13764 AM peak hour begins : 11:30 AM peak volume : 930 Peak hour factor : 0.87 PM peak hour begins : 17:30 PM peak volume : 1470 Peak hour factor : 0.91 ******************************************************************************* Z2 5 \moo)- - \Z6(c) z Q C-` \OUP A \-b \�� > _ \I-kt-\o y Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File : D1116009.PRN Station : 000000111407 Identification : 000058410190 Interval : 15 minutes Start date : Nov 16, 06 Start time : 00:00 Stop date : Nov 16, 06 Stop time : 24:00 City/Town : Miami, Florida County Dade Location : Biscayne Boulevard South of SE 1 Street ******************************************************************************* Nov 16 Northbound Volume End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 68 29 16 15 12 6 64 131 206 171 199 222 30 51 23 12 13 5 24 105 132 186 207 179 172 45 50 20 10 7 11 30 125 174 112 205 185 244 00 31 21 5 6 11 56 152 190 216 217 196 226 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 200 93 43 41 39 116 446 ;627 720i 800 759 864 End Time 12 13 14 15 16 17 18 19 20 21 22 23 - --- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 190 148 198 175 289 277 280 245 156 139 145 97 30 220 271 141 197 215 226 249 228 110 133 144 78 45 233 186 200 205 217 367 244 172 142 133 118 86 00 209 209 219 160 205 295 233 206 146 120 112 100 - --- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- J Total 852 814 758 737 926 1165 1006 851 554 525 519 361 24 Hour Total : 13816 AM peak hour begins : 11:30 AM peak volume : 880 Peak hour factor : 0.90 PM peak hour begins : 17:30 PM peak volume : 1191 Peak hour factor : 0.81 ******************************************************************************* �� \\(,1„5 100C, _ Z Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File : D1115021.PRN Station : 000000111409 Identification : 009845970017 Interval : 15 minutes Start date : Nov 15, 06 Start time : 00:00 Stop date : Nov 15, 06 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : Biscayne Boulevard North of SE 1 Street ******************************************************************************* Nov 15 Northbound Volume End Time 00 01 02 03 04 05 06 07 08 09 10 11 - --- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 74 44 13 13 13 22 120 223 261 295 341 321. 30 77 50 17 11 14 34 155 241 274 271 325 352 45 63 37 29 7 22 64 195 210 281 291 309 413 00 52 49 9 12 23 90 218 358 278 342 341 335 - --- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 266 180 68 43 72 210 688 1032 1094 1199 1316 1421 End Time 12 13 14 15 16 17 18 19 20 21 22 23 - --- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 380 357 315 280 329 446 531 319 208 174 152 130 30 368 318 294 332 373 432 495 245 179 180 139 122 45 379 351 316 371 316 449 467 233 216 171 148 90 00 336 344 337 317 342 529 311 219 195 157 133 97 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- �' Total 1463 1370 1262 1300 1360 1856 1804 1016 798 682 572 439 24 Hour Total : 21511 AM peak hour begins : 11:30 AM peak volume : 1496 Peak hour factor : 0.91 PM peak hour begins : 17:45 PM peak volume : 2022 Peak hour factor : 0.95 ******************************************************************************* 1J6� \DT-\ 1\i� Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File : D1116017.PRN Station : 000000111409 Identification : 009845970017 Interval : 15 minutes Start date : Nov 16, 06 Start time : 00:00 Stop date : Nov 16, 06 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : Biscayne Boulevard North of SE 1 Street ******************************************************************************* Nov 16 Northbound Volume End Time 00 01 02 03 04 05 06 07 08 09 10 11 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 95 48 23 19 13 12 98 216 292 277 310 344 30 76 31 18 15 9 37 156 211 277 300 308 313 45 66 28 17 12 16 52 197 255 210 352 361 407 00 42 32 15 16 15 82 233 296 330 336 312 369 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 279 139 73 62 53 183 684 978 1109 1265 1291 1433 End Time 12 13 14 15 16 17 18 19 20 21 22 23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 359 259 329 332 409 420 411 347 258 234 194 142 30 378 434 283 358 332 361 393 305 205 207 218 121 45 399 349 332 306 355 487 353 253 240 187 174 121 00 364 346 345 298 346 451 323 320 240 171 154 131 ---- ---- ---- ---- ---- ----- ---- ---- ---- ---- ---- V. Total 1500 1388 1289 1294 1442 1719 1480 1225 943 799 740 515 24 Hour Total : 21883 AM peak hour begins : 11:30 AM peak volume : 1513 Peak hour factor : 0.93 PM peak hour begins : 17:30 PM peak volume : 1742 Peak hour factor : 0.89 ******************************************************************************* Pic`_ OA `Z,69 \� Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File Station Identification Start date Stop date City/Town Location Interval Start time . Stop time . County : Biscayne Boulevard South of SE 1 Street ******************************************************************************* Nov 15 : D1115020.PRN : 000000111408 : 000110252095 : Nov 15, 06 : Nov 15, 06 : Miami, Florida Southbound Volume 15 minutes 00:00 24:00 Dade End Time 00 15 30 45 00 8 12 5 9 Hr Total 34 01 8 3 2 7 02 03 2 1 0 5 4 2 1 2 20 8 9 04 05 06 07 1 2 54 136 26 10 73 124 1 41 89 146 4 54 91 209 32 107 307 615 08 217 240 303 315 1075 09 288 258 221 209 10 249 263 208 252 976 972 11 288 236 253 297 1074 End Time 12 15 30 45 00 293 286 241 262 P- Total 1082 13 14 251 266 229 228 974 218 239 272 227 956 15 210 279 263 217 969 16 17 18 19 20 21 22 23 267 291 315 244 180 143 119 107 263 245 263 228 155 144 117 123 302 326 291 198 154 154 89 78 279 304 249 164 169 150 69 62 1111 1166 1118 834 658 591 394 370 2,1 Hour Total : 15452 AM peak hour begins : 08:30 AM peak volume : 1164 Peak hour factor : 0.92 PM peak hour begins : 17:30 PM peak volume : 1208 Peak hour factor : 0.93 ******************************************************************************* Lv_ S}10-a, Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File : D1116016.PRN Station : 000000111408 Identification : 000110252095 Interval : 15 minutes Start date : Nov 16, 06 Start time : 00:00 Stop date : Nov 16, 06 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : Biscayne Boulevard South of SE 1 Street ******************************************************************************* Nov 16 Southbound Volume End Time 00 01 02 03 04 05 06 07 08 09 10 11 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 68 29 15 12 14 9 46 110 201 187 234 200 30 45 32 14 10 10 16 48 151 204 236 208 275 45 48 23 14 10 8 22 75 139 244 206 186 253 00 40 22 7 10 7 36 107 193 255 195 234 237 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 201 106 50 42 39 83 276 593 904 824 862 965 End Time 12 13 14 15 16 17 18 19 20 21 22 23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 249 266 246 245 236 278 279 199 286 180 172 106 30 244 269 229 269 245 330 234 234 244 162 157 64 45 257 236 228 289 250 292 258 178 195 172 128 93 00 254 241 243 228 253 326 247 225 167 150 131 94 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- T'"' Total 1004 1012 946 1031 984 1226 1018 836 892 664 588 357 24 Hour Total : 15503 AM peak hour begins : 11:15 AM peak volume : 1014 Peak hour factor : 0.92 PM peak hour begins : 17:15 PM peak volume : 1227 Peak hour factor : 0.93 ******************************************************************************* � _ \22so-\\CAt \\R Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File : D1116020.PRN Station : 000000111410 Identification : 000210521099 Interval : 15 minutes Start date : Nov 16, 06 Start time : 00:00 Stop date : Nov 16, 06 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : Biscayne Boulevard North of SE 1 Street ******************************************************************************* Nov 16 Southbound Volume End Time 00 01 02 03 04 05 06 07 08 09 10 11 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 64 32 14 10 14 10 42 99 179 196 219 160 30 49 26 11 11 11 17 41 133 216 211 176 243 45 48 24 17 13 13 24 74 127 216 191 151 216 00 38 21 9 11 7 31 94 160 227 179 191 195 Hr Total 199 103 51 45 45 82 251 519 838 777 737 814 End Time 12 13 14 15 16 17 18 19 20 21 22 23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 212 222 207 180 188 217 202 149 219 178 152 82 30 205 195 206 205 197 209 200 181 200 187 155 80 45 213 193 180 247 162 192 166 145 185 149 138 91 00 239 192 204 178 215 225 175 197 161 155 130 80 V~ Total 869 802 797 810 762 843 743 672 765 669 575 333 2-i Hour Total : 13101 AM peak hour begins : 11:15 AM peak volume : 866 Peak hour factor : 0.89 PM peak hour begins : 12:15 PM peak volume : 879 Peak hour factor : 0.92 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File : D1115023.PRN Station : 000000111406 Identification : 000058410150 Interval : 15 minutes Start date : Nov 15, 06 Start time : 00:00 Stop date : Nov 15, 06 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : SE 2 Street Between SE 1 Ave & SE 2 Ave ******************************************************************************* Nov 15 Westbound Volume End Tinie 00 01 02 03 04 05 06 07 08 09 10 11 15 7 14 2 0 1 8 24 57 97 178 140 106 30 10 2 3 4 16 9 25 77 120 138 112 132 45 3 0 2 5 4 15 41 85 128 134 112 109 00 3 4 1 1 9 25 68 111 161 120 107 104 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 23 20 8 10 30 57 158 330 506 570 471 451 End Time 12 13 14 15 16 17 18 19 20 21 22 23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 115 118 127 119 122 143 134 93 61 62 51 29 30 105 130 141 120 126 154 154 87 48 41 40 20 45 99 122 107 121 145 162 155 73 76 43 40 18 00 110 115 114 102 121 166 109 112 48 37 37 32 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- i-`-- Total 429 485 489 462 514 625 552 365 233 183 168 99 24 Hour Total : 7238 AM peak hour begins : 08:45 AM peak volume : 611 Peak hour factor : 0.86 PM peak hour begins : 17:00 PM peak volume : 625 Peak hour factor : 0.94 ******************************************************************************* 50bAs S?? z SSz S�j`� 1` = s 3 - 5 `_kz- s _to Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File : D1116019.PRN Station : 000000111406 Identification : 000058410150 Interval : 15 minutes Start date : Nov 16, 06 Start time : 00:00 Stop date : Nov 16, 06 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : SE 2 Street Between SE 1 Ave & SE 2 Ave ******************************************************************************* Nov 16 Westbound Volume End Time 00 01 02 03 04 05 06 07 08 09 10 11 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 23 9 1 4 3 5 29 62 99 155 114 106 30 12 6 1 3 4 14 24 63 142 144 99 121 45 13 12 3 4 4 8 33 82 119 150 101 138 00 7 7 6 3 4 14 55 103 156 118 135 122 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 55 34 11 14 15 41 141 310 516 567 449 487 End Time 12 13 14 15 16 17 18 19 20 21 22 23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 152 144 111 105 156 154 153 90 103 51 58 41 30 142 145 129 112 111 187 140 95 129 55 53 25 45 108 127 132 155 161 161 93 96 102 55 39 14 00 125 115 122 148 140 158 121 81 83 62 40 21 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- "- Total 527 531 494 520 568 660 507 362 417 223 190 101 24 Hour Total : 7740 AM peak hour begins : 08:45 AM peak volume : 605 Peak hour factor : 0.97 PM peak hour begins : 17:00 PM peak volume : 660 Peak hour factor : 0.88 ******************************************************************************* z.� Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File Station Identification Start date Stop date City/Town Location D1115025.PRN 000000111405 000058410100 Nov 15, 06 Nov 15, 06 Miami, Florida SE 1 Street between Interval Start time . Stop time . County SE 1 Ave & SE 2 Ave 15 minutes 00:00 24:00 Dade ******************************************************************************* Nov 15 Eastbound Volume End Time 00 15 30 45 00 23 16 26 22 Hr Total 87 01 16 9 5 13 02 03 11 7 15 4 12 10 6 9 43 44 30 04 9 12 9 11 41 05 9 21 34 48 06 0 '7 58 93 113 126 139 104 212 205 112 390 660 08 172 252 251 249 924 09 276 212 192 198 878 10 11 176 179 162 154 187 166 178 143 671 674 End Time 12 15 30 45 00 156 156 155 160 7" Total 627 13 14 15 16 ---- ---- ---- ---- 168 156 154 153 149 153 141 142 176 160 148 133 165 127 126 108 ---- ---- ---- ---- 658 596 569 536 17 18 129 154 140 129 150 100 153 75 19 92 67 57 74 572 458 290 20 54 56 82 91 283 21 65 64 59 61 249 22 23 65 44 41 36 36 14 21 27 186 98 24 Hour Total : 9676 AM peak hour begins : 08:15 AM peak volume : 1028 Peak hour factor : 0.93 PM peak hour begins : 13:00 PM peak volume : 658 Peak hour factor : 0.93 ******************************************************************************* FDOT Peak Season Conversion Factor Report 2005 Peak .son Factor Category Report - Report Type: ALL Category: 8701 .MIAMI-DADE SOUTH MOCF: 0.98 Week Dates SF PSCF 1 01/01/2005 - 01/01/2005 0.97 2 01/02/2005 - 01/08/2005 0.99 3 01/09/2005 - 01/15/2005 1.02 4 01/16/2005 - 01/22/2005 1.01 5 01/23/2005 - 01/29/2005 1.00 * 6 01/30/2005 - 02/05/2005 0.99 * 7 02/06/2005 - 02/12/2005 0.99 * 8 02/13/2005 - 02/19/2005 0.98 * 9 02/20/2005 - 02/26/2005 0.98 *10 02/27/2005 - 03/05/2005 0.98 *11 03/06/2005 - 03/12/2005 0.98 *12 03/13/2005 - 03/19/2005 0.98 *13 03/20/2005 - 03/26/2005 0.98 *14 03/27/2005 - 04/02/2005 0.98 *15 04/03/2005 - 04/09/2005 0.98 *16 04/10/2005 - 04/16/2005 0.98 *17 04/17/2005 - 04/23/2005 0.99 *18 04/24/2005 - 04/30/2005 1.00 19 05/01/2005 - 05/07/2005 1.01 20 05/08/2005 - 05/14/2005 1.02 21 05/15/2005 - 05/21/2005 1.03 22 05/22/2005 - 05/28/2005 1.02 23 05/29/2005 - 06/04/2005 1.01 24 06/05/2005 - 06/11/2005 1.01 25 06/12/2005 - 06/18/2005 1.00 26 06/19/2005 - 06/25/2005 1.00 27 06/26/2005 - 07/02/2005 1.00 28 07/03/2005 - 07/09/2005 1.00 29 07/10/2005 - 07/16/2005 1.00 30 07/17/2005 - 07/23/2005 1.00 31 07/24/2005 - 07/30/2005 1.01 32 07/31/2005 - 08/06/2005 1.01 33 08/07/2005 - 08/13/2005 1.01 34 08/14/2005 - 08/20/2005 1.01 35 08/21/2005 - 08/27/2005 1.01 36 08/28/2005 - 09/03/2005 1.01 37 09/04/2005 - 09/10/2005 1.01 38 09/11/2005 - 09/17/2005 1.02 39 09/18/2005 - 09/24/2005 1.04 40 09/25/2005 - 10/01/2005 1.06 41 10/02/2005 - 10/08/2005 1.07 42 10/09/2005 - 10/15/2005 1.09 43 10/16/2005 - 10/22/2005 1.07 44 10/23/2005 - 10/29/2005 1.05 45 10/30/2005 - 11/05/2005 1.03 46 11/06/2005 - 11/12/2005 1.01 47 11/13/2005 - 11/19/2005 0.98 48 11/20/2005 - 11/26/2005 0.98 49 11./27/2005 - 12/03/2005 0.98 50 12/04/2005 - 12/10/2005 0.97 51 12/11/2005 - 12/17/2005 0.97 52 12/18/2005 - 12/24/2005 0.99 53 12/25/2005 - 12/31/2005 1.02 0.99 1.01 1.04 1.03 1.02 1.01 1.01 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.01 1.02 1.03 1.04 1.05 1.04 1.03 1.03 1.02 1.02 1.02 1.02 1.02 1.02 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.04 1.06 1.08 1.09 1.11 1.09 1.07 1.05 1.03 1.00 1.00 1.00 0.99 0.99 1.01 1.04 * Peak Season APPENDIX C: Miami -Dade Transit Data Route Maps Route 3 c�. WHEELCHAIR ACCESSIBLE NE 167 St au N. 1_+. NE 163 St I ♦— z 163 St Mall NE 199 S a.) NE 172 St w •ZNE171St Government Center Metrorail Station Flagler St a)' q) ro U DIPLOMAT MALL • CC) In H Hallandale Beach Blvd 192 St Cswy Aventura Blvd ♦MACYS AVENTURA MALL °, NE 17 Terr a U Pa OMNI OMNI BUS OmmoNsm TERMINAL b U on SW/SE 1 St —t DOWNTOWN BUS TERMINAL NE 14 St 0 . I IN— Wal-Mart 1 ■■■ North Map not to scale 9/02 Route 10 Government Center Metrorail Station I ri-i' N. Miami Ave IIMI 163 St Mall F NE 167 St mj z NE 163 St a) > Q N W Z NE 125 St NE 119 St NORTH MIAMI NE 17 St > > a> Q Q > N W W Z Z Z c NW/NE1 St Downtown Miami L SW/SE1 St Downtown Bus Terminal NORTH MIAMI BEACH North Map not to scale FIU SOUTH CAMPUS Short Turn W Flagler St 1 1 1 1 • F1' Mall of the Americas W Flagler St Route 11 ALL BUSES ARE WHEELCHAIR ACCESSIBLE Government Center Metrorail Station -o c� , ♦ NV E 1 St 4 5. U � rs _ r 1m li J FIU Bus Terminal EFFECTIVE: March 16, 2003 REISSUED: SW 107 Ave SW 16 St SW 17 St ONLY SHORT TRIPS ENTER MALL OF THE AMERICAS WHEELCHAIRS Stop the bus at any location near the stop to allow wheelchairs on or off the bus. DESTINATION SIGN EAST DOWNTOWN MIAMI - 0040 WEST MALL OF AMERICAS - 0042 WEST FIU SOUTH - 0046 NOT IN SERVICE - 02D6 North Map not to scale 2/03 Route 16 WHEELCHAIR ACCESSIBLE Government Center Metrorail Station Downtown Bus Terminal North Miami Miami Shores El Portal D in a.) LL NE 17 Terr 15 St,.. OMNI Bus 3 Terminal m c m >' > 0 Q- uvi in 0 Flagler St SW/SE 1 St co w z Q NE 167 St N �_163 Street w Mall z NE 163 St NE 159 St NE 125 St 11111411111111114111 Biscayne Park 0 0 V) f T FINE ► I NE14St t a1 LO w z a) w z NE 123 St North Miami Beach North Map not to scale Route 48 ALL BUSES ARE WHEELCHAIR ACCESSIBLE dVb BIKE & RIDE t` SW 66 St C Qo SW 70 St it South Miami Metrorail Station a.) N ;4Downtown Miami SW/SE 1 St SW/SE 2 St Douglas Road Metrorail Station a.) oMo Peacock ��Oe, • , Grand Ave -4—...^ a0� "'' �� Q . 1tP I M co a�SV Mercy Way 'd �0 T H�a C Hardee CZ a.) University Metrorail Station SE 4 St (=1 f/J North Map not So scale Flagler MAX LIMITED STOPS a) N Government Center Metrorail Station Flagler St NW/NE 1 Si \, SW 8 St co a, SWfjSO 1 St Q Downtown ,II > > co Bus Terminal �\ M N 18 St U) li CO CO Omni International Mall NM Omni Bus Terminal a), > a�. N w z NE 14 St m NE 3 St Coral Way 0 0 0 0) m Macq 19 St 17 St 4r sw,j, 5 St !ti North Map not to scale Route 77 6 WHEELCHAIR ACCESSIBLE Golden Glades • Park & Ride LIBERTY CITY Culmer Metrorail Station NW 199 St > a r-- > z Q N NW 183 St z / a) > Q r•-• z North Map not to scale tik NORTH MIAMI f EVENINGS ONLY Government Center Metrorail Station NW/NE 1 St Downtown > � Miami CO^ N O SW 2 St SW/SE 1 St Izi Biscayne Blvd Downtown Bus Terminal BISCAYNE MAX Route 93 dvb BIKE ALL BUSES ARE ACCESSIBLE WHEELCHAIR ACCESSIBLE CM Limited Stop (Southbound) Ojus MAKES ALL LOCAL STOPS NORTH OF 163 ST North miami Miami Shore 96 St 91 St El Portal — 79 St 1 C° Aventura Aventura Mall 163 St North miami 151 St Beach 146 St 135 St 123 St Sans Souci Blvd 107 St 71 St 70 St (Northbound) 62 St Little Haiti 54 St Wynwood MAKES ALL LOCAL STOPS SOUTH OF 19 ST Government Center Metrorail Station (111) Downtown Bus Terminal Flagler St m SW/SE 1 St 36 St 29 St 19 St OMNI Bus Terminal Downtown Miami OMNI North Map not 7roto6 scale U z CAROL CITY Q - 173 Rd Dr z Exit NW 8 St NW183 St NW 22 Ave N z NW175 St q4 '_I 0 `0 q{ n :i i9 >J 711 Nr !'3 !-_•. NW 167 St Palmetto X-Way AM NW 5 St Q 1 Downtown Miami SW/SE 1 St ht 8 St > Q Brickell m SE 13 St 1 Golden Glades Park & Ride Route 95x Carol City PM TRIPS FROM CIVIC CENTER TO CAROL CITY: Tranfer at Golden Glades to Carol City Express 10 rn NE 36 St 84m®era North Map not to scale PM m U NW6St C0 a' 1 Downtown "' Miami 11 Flagler (13 N SE4St a) 8St > Y Q U ,(7> m` Brickell SE13St Golden Glades Park/Ride 6;) Biscayne • NW 151 St Gardens North Miami West Little River Model City Lindsey Hopkins Tech. School Culmer Metrorail Station • NW 135 St • • • • • • • • • • • "I I NW 125 St NW 119 St NW 103 St NW 95 St NW 79 St NW 71 St Buena Vista NW 62 St NW 54 St NW 36 St NW 29 St • NW 20 St • NW 17 St • NW 11 St si4: �or d Little Haiti Wynwood NW 7 Avenue MAX Route 277 ALL BUSES ARE WHEELCHAIR ACCESSIBLE LIMITED STOPS Government Center rMetrorail Station NW1St SW2St a) Downtown Miami SW 1 St SW 2 St North Map not to scale 7/06 Government Center Metrorail Station Brickell Metrorail Station Rickenbacker Causeway North Map not to scale 2/06 Seaquarium KEY BISCAYNE Crandon a' ■ Park ki?Or` Cape Florida State Park Route B Route 102 ALL BUSES ARE WHEELCHAIR ACCESSIBLE Route C Government Center Metrorail Station Omni . Bus Terminal ■ Downtown Bus Terminal Omni Bus Terminal NE14 St r SW/SE 1 St 440,1 cir Mt. Sinai Hospital Flagler St eWay MIAMI BEACH 17 St SOUTH BEACH Lincoln Rd 41 St North Map not to scale Route K WHEELCHAIR ACCESSIBLE OMNI Bus Terminal NE 14 St Government Center Metrorail Station BROWARD COUNTY Flagler St 1 _J SW/SE 1 St Downtown Bus Terminal North Map not to scale 9/02 Atlantic Shores Blvd vA .a.Diplomat I ' z :all b a) Hallandale Beach Blvd WINSTON EN ■ TOWERS Short Turn Causeway '9c e'b ca BUS ZONE TOLL BOOTH HAULOVER MARINA 5 St - 0 ro SOUTH BEACH a) U 85 St 77 St O Q U 63 St 178 St 174 St a) MIAMI BEACH Route S WHEELCHAIR ACCESSIBLE Downtown Bus Terminal Omni Bus Terminal NE 14 St Flagler St .a — SW/SE 1 St 13 St Se G�. Aventura Mali Coo Sep ay C) 0 Aventura Blvd c 0 Q NW 5 St 2allahad Dade Blvd 0 ,02 St Causeway 17 St Cr) a> w c \ 96St 2 c Lincoln Rd Washington Ave North Map not to Scale NW 16 St. NW15 St. NW 14 St. NW 12 .t. w NW 6 St. NW 4 St. NW 3 St. GOVERNME CENTE STATIO NW 1 St. W. Fla • ler St. SW 1 St. SW 2 St. SW 3 St. SW 7 St. SW 9 St. SW 10 St. SW 11 St. SW 13 St. SW 14 St. NW 10 St. NW 9 St. NW 8 St. AR STATE-P S NE 11 E 10 St NE9St. NE 8 St. NE 7 St. COLLE NORT S NE1.St. CENT ARK S (closed L. ENTH STREET ST TION ARK WEST TATION EDM WER ATION ERWALK TION w F FTH STREET S ATION TEN H STREET/ PRIMENADE LL Si' TION ON FINAN D STRICT ST North VENETIAN CAUSEWAY MacARTHUR CAUSEWAY u�. LEGEND Omni Loop Brickell Loop Downtown Loop i,. Metrorail Last Transfer Station to Omni Loop Last Transfer Station to Brickell Loop Transfer Station between Omni, Downtown, and Brickell Loops Transfer Station to Metrorail 0 Station featuring Art En Route Ridership Data A.M. Peak Hour AM Peak Period Route 3 Day Date Time Number of Passengers Direction Seats Standees Capacity Tuesday 8/22/2006 753 6 SB 38 15 53 Tuesday 8/22/2006 749 1 NB 38 15 53 Average Per Direction Ridership Capacity NB 1 53 SB 6 53 AM Peak Period Route 10 Day Date Time Number of Passengers Direction Seats Standees Capacity Wednesday 3/29/2006 900 5 SB 38 15 53 Monday 3/20/2006 804 25 SB 38 15 53 Wednesday 5/18/2005 928 8 NB 38 15 53 Friday 1/28/2005 725 12 NB 38 15 53 Monday 1/10/2005 820 1 SB 38 15 53 Tuesday 1/4/2005 856 1 NB 2 15 17 Average Per Direction Ridership Capacity NB 7 41 SB 10 53 AM Peak Period Route 11 Day Date Time Number of Passengers Direction Seats Standees Capacity Tuesday 5/23/2006 810 10 WB 63 20 83 Tuesday 12/6/2005 952 38 WB 42 20 62 Monday 4/4/2005 722 6 EB 63 20 83 Tuesday 5/24/2005 708 4 WB 63 20 83 Tuesday 5/24/2005 900 2 EB 63 20 83 Tuesday 4/19/2005 714 0 EB 42 20 62 Tuesday 4/19/2005 716 18 WB 42 20 62 Average Per Direction Ridership Capacity EB 3 76 WB 18 73 AM Peak Period Route 16 Day Date Time Number of Passengers Direction Seats Standees Capacity Monday 7/10/2006 831 2 NB 43 20 63 Friday 10/21/2005 855 6 SB 38 15 53 Tuesday 5/31/2005 837 0 NB 38 15 53 Average Per Direction Ridership Capacity NB 1 58 SB 6 53 AM Peak Period Route 48 Day Date Time Number of Passengers Direction Seats Standees Capacity Thursday 3/23/2006 705 1 SB 26 15 41 Wednesday 5/18/2005 700 2 NB 26 15 41 Wednesday 5/18/2005 739 2 SB 26 15 41 Tuesday 5/17/2005 800 2 NB 26 15 41 Tuesday 5/17/2005 850 4 SB 26 15 41 Monday 5/16/2005 831 2 NB 26 15 41 Thursday 2/3/2005 709 1 SB 26 15 41 Average Per Direction Ridership Capacity NB 2 41 SB 2 41 AM Peak Period Route 51 Day Date Time Number of Passengers Direction Seats Standees Capacity Thursday 4/7/2005 706 7 WB 38 15 53 Wednesday 4/12/2006 743 17 EB 38 15 53 Wednesday 4/12/2006 836 18 WB 38 15 53 Friday 4/8/2005 717 26 EB 38 15 53 Friday 4/8/2005 806 14 WB 38 15 53 Average Per Direction Ridership Capacity EB 22 53 WB 13 53 AM Peak Period Route 77 Day Date Time Number of Passengers Direction Seats Standees Capacity Tuesday 5/31/2005 748 5 SB 38 15 53 Thursday 7/6/2006 801 14 SB 38 15 53 Thursday 4/27/2006 844 7 NB 38 15 53 Thursday 10/13/2005 832 8 NB 38 15 53 Thursday 7/21/2005 755 5 NB 38 15 53 Tuesday 7/19/2005 7 7 NB 38 15 53 Friday 7/1/2005 728 0 SB 38 15 53 Monday 5/16/2005 841 0 NB 38 15 53 Average Per Direction Ridership Capacity NB 5 53 SB 6 53 AM Peak Period Biscayne Max 93 Day Date Time Number of Passengers Direction Seats Standees Capacity Tuesday 12/13/2005 735 13 NB 42 20 62 Tuesday 8/2/2005 715 15 NB 42 20 62 Tuesday 7/12/2005 721 16 NB 42 20 62 Monday 7/25/2005 727 17 NB 45 20 65 Tuesday 7/12/2005 841 3 NB 42 20 62 Wednesday 6/1/2005 853 13 NB 42 20 62 Monday 1/31/2005 707 16 NB 45 20 65 Average Per Direction Ridership Capacity NB 13 63 SB 0 0 AM Peak Period Route 95/Carol City Day Date Time Number of Passengers Direction Seats Standees Capacity Wednesday 1/25/2006 805 0 SB 38 15 53 Thursday 4/21/2005 731 1 SB 43 20 63 Thursday 4/21/2005 849 0 SB 38 15 53 Average Per Direction Ridership Capacity NB 0 0 SB 0 39 AM Peak Period Route 277 Day Date Time Number of Passengers Direction Seats Standees Capacity Thursday 3/16/2006 721 1 SB 38 15 53 Thursday 3/16/2006 855 1 SB 38 15 53 Friday 12/9/2005 809 4 SB 42 20 _ 62 Friday 12/9/2005 835 2 NB 42 20 62 Average Per Direction Ridership Capacity NB 2 62 SB 2 56 AM Peak Period Route B Day Date Time Number of Passengers Direction Seats Standees Capacity Monday 4/3/2006 846 11 SB 38 15 53 Average Per Direction Ridership Capacity NB 0 0 SB 11 53 AM Peak Period Route C Day Date Time Number of Passengers Direction Seats Standees Capacity Thursday 3/23/2006 827 12 NB 38 15 53 Thursday 12/29/2005 754 25 NB 38 15 53 Thursday 8/18/2005 845 4 NB 38 15 53 Wednesday 4/20/2005 754 2 NB 38 15 53 Tuesday 4/19/2005 846 12 SB 38 I5 53 Average Per Direction Ridership Capacity NB 11 53 SB 12 53 AM Peak Period Route K Day Date Time Number of Passengers Direction Seats Standees Capacity Thursday 8/31/2006 704 6 NB 38 15 53 Wednesday 7/27/2005 805 14 NB 38 15 53 Friday 3/18/2005 751 20 _ NB 38 15 53 Average Per Direction Ridership Capacity NB 13 53 SB 0 0 AM Peak Period Route S Day Date Time Number of Passengers Direction Seats Standees Capacity Monday 9/11/2006 837 18 SB 38 15 53 Monday 11/21/2005 721 11 NB 63 20 83 Tuesday 3/29/2005 834 4 NB 63 20 83 Monday 8/29/2005 847 28 NB 63 20 83 Tuesday 8/23/2005 713 33 NB 38 15 53 Tuesday 7/26/2005 838 10 NB 38 15 53 Average Per Direction Ridership Capacity NB 17 71 SB 18 53 AM Peak Period Brickell Loop (Metromover) Day Date Time Number of Passengers Direction Capacity Wednesday 1/25/2006 754 3 NB 75 Wednesday 1/25/2006 722 2 NB 75 Tuesday 11/15/2005 825 8 NB 75 Tuesday 11/15/2005 750 5 NB 75 Wednesday 12/28/2005 821 10 NB 75 Tuesday 12/13/2005 858 15 NB 75 Average Per Direction Ridership Capacity NB 7 75 SB 0 0 AM Peak Period Omni Loop (Metromover) Day Date Time Number of Passengers Direction Capacity Thursday 2/2/2006 827 15 NB 75 Tuesday 8/1/2006 814 11 NB 75 Tuesday 8/29/2006 803 13 NB 75 Thursday 2/2/2006 800 11 NB 75 Wednesday 5/24/2006 835 7 NB 75 Wednesday 5/24/2006 900 3 NB 75 Thursday 11/10/2005 726 10 NB 75 Thursday 4/13/2006 813 12 NB 75 Friday 4/21/2006 759 2 NB 75 Average Per Direction Ridership Capacity NB 9 75 SB 0 0 AM Peak Period Inner Loop (Metromover) Day Date Time Number of Passengers Direction Capacity Monday 5/1/2006 838 7 SB 75 Monday 5/1/2006 849 7 SB 75 Thursday 6/1/2006 804 7 SB 75 Thursday 6/1/2006 832 0 SB 75 Tuesday 8/8/2006 829 2 SB 75 Tuesday 8/8/2006 843 3 SB 75 Wednesday 1/4/2006 750 2 SB 75 Wednesday 1/4/2006 802 3 SB 75 Thursday 4/13/2006 848 10 SB 75 Thursday 4/13/2006 854 5 SB 75 Average Per Direction Ridership Capacity NB 0 0 SB 5 75 AM Peak Summary Route NB/ER/CLOCKWISE SB/WB/COUNTER CLOCKWISE Average Ridership Average Capacity Average Ridership Average Capacity Route 3 1 53 6 53 Route 10 7 41 10 53 Route 11 3 76 18 73 Route 16 1 58 6 53 Route 48 2 41 2 41 Route 51 22 53 13 53 Route 77 5 53 6 53 Route Biscayne Max 93 13 63 0 0 Route 95 0 0 0 39 Route 277 2 62 2 56 Route B 0 0 11 53 Route C 11 53 12 53 Route K 13 53 0 0 Route S 17 71 18 53 Brickell Loop Metromover 7 75 0 0 Omni Loop Metromover 9 75 0 0 Inner Loop Metromover 0 0 5 75 Total Ridership 113 109 P.M. Peak Hour PM Peak Period Route 3 Day Date Time Number of Passengers Direction Seats Standees Capacity Wednesday 5/10/2006 1600 5 NB 38 15 53 Monday 5/1/2006 1750 2 SB 38 15 53 Average Per Direction Ridershi Capacity NB 5 53 SB 2 53 PM Peak Period Route 10 Day Date Time Number of Passengers Direction Seats Standees Capacity Tuesday 3/21/2006 1709 0 SB 38 15 53 Tuesday 3/21/2006 1715 2 NB 38 15 53 Monday 3/20/2006 1745 8 SB 38 15 53 Tuesday 6/21/2005 1611 7 NB 38 15 53 Average Per Direction Ridership Capacity NB 5 53 SB 4 53 PM Peak Period Route 11 Day Date Time Number of Passengers Direction Seats Standees Capacity Wednesday 8/9/2006 1718 33 WB 38 15 53 Wednesday 4/19/2006 1701 0 EB 38 15 53 Wednesday 7/20/2005 1630 40 EB 38 15 53 Wednesday 7/20/2005 1630 40 WB 38 15 53 Thursday 2/17/2005 1745 79 WB 38 15 53 Thursday 6/30/2005 1711 37 WB 62 20 82 Average Per Direction Ridership Capacity EB 20 53 WB 47 60 PM Peak PeriodRoute 16 Day Date Time Number of Passengers Direction Seats Standees Capacity Wednesday 3/29/2006 1607 2 NB 38 15 53 Friday 12/9/2005 1710 15 NB 38 15 53 Friday 10/21/2005 1606 6 SB 38 15 53 Monday 7/25/2005 1650 0 SB 38 15 53 Tuesday 5/31/2005 1637 6 NB 38 15 53 Average Per Direction Ridership Capacity NB 8 53 SB 3 53 PM Peak Period Route 48 Day Date Time Number of Passengers Direction Seats Standees Capacity Friday 6/17/2005 1717 2 NB 26 15 41 Friday 6/17/2005 1741 0 SB 26 15 41 Thursday 6/16/2005 1600 0 NB 26 15 41 Thursday 6/16/2005 1650 0 SB 26 15 41 Wednesday 6/15/2005 1759 3 NB 26 15 41 Friday 4/15/2005 1609 0 SB 26 15 41 Thursday 2/24/2005 1743 6 NB 26 15 41 Average Per Direction Ridership Capacity NB 3 41 SB 0 41 PM Peak Period Route 51 Day Date Time Number of Passengers Direction Seats Standees Capacity Friday 7/7/2006 1421 21 EB 38 15 53 Wednesday 4/12/2006 1728 18 EB 38 15 - 53 Thursday 6/23/2005 1748 16 EB 38 15 53 Friday 4/14/2006 1700 11 EB 38 15 53 Thursday 4/14/2005 1752 17 WB 38 15 53 Wednesday 3/30/2005 1739 12 EB 38 15 53 Monday 4/11/2005 1603 29 EB 38 15 53 Monday 4/11/2005 1658 14 WB 38 15 53 Average Per Direction Ridership Capacity EB 18 53 WB 16 53 PM Peak Period Route 77 Day Date Time Number of Passengers Direction Seats Standees Capacity Tuesday 1/10/2006 1751 0 SB 38 15 53 Thursday 12/29/2005 1640 26 NB 38 15 53 Friday 12/9/2005 1736 19 NB 38 15 53 Friday 12/9/2005 1620 27 NB 38 15 53 Monday 11/7/2005 1617 19 NB 43 20 63 Thursday 10/13/2005 1638 14 SB 42 20 62 Tuesday 7/19/2005 1615 12 NB 38 15 53 Monday 7/18/2005 1614 17 NB 38 15 53 Wednesday 6/1/2005 1714 46 NB 36 15 51 Average Per Direction Ridership Capacity NB 24 54 SB 7 58 PM Peak Period Biscayne Max 93 Day Date Time Number of Passengers Direction Seats Standees Capacity Friday 7/1/2005 1626 10 NB 42 20 62 Tuesday 7/12/2005 1414 6 NB 43 20 63 Tuesday 2/1/2005 1732 12 NB 43 20 63 Friday 7/1/2005 1405 4 NB 38 15 53 Average Per Direction Ridership Capacity NB 8 60 SB 0 0 PM Peak Period Route 95/Carol City Day Date Time Number of Passengers Direction Seats Standees Capacity Average Per Direction Ridership Capacity NB 0 0 SB 0 0 No data available PM Peak Period Route 277 Day Date Time Number of Passengers Direction Seats Standees Capacity Monday 3/13/2006 1709 9 NB 38 15 53 Thursday 1/5/2006 1617 4 NB 38 15 53 Thursday 12/8/2005 1728 5 NB 38 15 53 Monday 10/10/2005 1640 3 SB 38 15 53 Thursday 11/10/2005 1611 2 NB 38 15 53 Thursday 11/10/2005 1728 0 SB 38 15 53 Thursday 11/10/2005 1803 11 NB 38 15 53 Average Per Direction Ridership Capacity NB 6 53 SB 2 53 PM Peak Period Route B Day Date Time Number of Passengers Direction Seats Standees Capacity Wednesday 9/27/2006 1424 2 SB 38 15 53 Wednesday 9/27/2006 1536 6 NB 38 15 53 Monday 6/27/2005 1625 7 SB 38 15 53 Monday 6/27/2005 1735 1 SB 38 15 53 Monday 5/2/2005 1442 0 NB 38 15 53 Monday 5/2/2005 1641 5 SB 38 15 53 Monday 5/2/2005 1758 7 SB 38 15 53 Tuesday 4/26/2005 1625 2 SB 38 15 53 Tuesday 4/26/2005 1755 2 SB 2 15 17 Average Per Direction Ridership Capacity NB 3 53 SB 4 48 PM Peak Period Route C Day Date Time Number of Passengers Direction Seats Standees Capacity Friday 6/16/2006 1421 16 NB 38 15 53 Wednesday 12/28/2005 1438 0 SB 38 15 53 Friday 12/16/2005 1422 28 NB 38 15 53 Friday 9/16/2005 1544 6 NB 38 15 53 Average Per Direction Ridership Capacity NB 17 53 SB 0 53 PM Peak Period Route K Day Date Time Number of Passengers Direction Seats Standees Capacity Wednesday 2/15/2006 1602 9 NB 38 15 53 Tuesday 2/7/2006 1628 0 NB 38 15 53 Wednesday 7/27/2005 1409 10 SB 38 15 53 Thursday 5/18/2006 1548 0 SB 38 15 53 Average Per Direction Ridership Capacity NB 5 53 SB 5 53 PM Peak Period Route S Day Date Time Number of Passengers Direction Seats Standees Capacity Monday 2/27/2006 1622 27 NB 42 20 62 Friday 11/18/2005 1649 9 NB 63 20 83 Monday 11/14/2005 1614 6 NB 38 15 53 Wednesday 7/6/2005 1748 6 SB 74 20 94 Average Per Direction Ridership Capacity NB 14 66 SB 6 94 PM Peak Period Brickell Loop (Metromover) Day Date Time Number of Passengers Direction Capacity Friday 9/15/2006 1723 11 NB 75 Friday 9/15/2006 1653 12 NB 75 Thursday 9/15/2005 1622 23 NB 75 Tuesday 9/26/2006 1710 2 NB 75 Wednesday 4/5/2006 1612 16 NB 75 Tuesday 2/7/2006 1603 11 NB 75 Friday 4/7/2006 1646 9 NB 75 Friday 4/7/2006 1716 8 NB 75 Tuesday 12/20/2005 1734 16 NB 75 Average Per Direction Ridership Capacity NB 12 75 SB 0 0 PM Peak Period Omni Loop (Metromover) Day Date Time Number of Passengers Direction Capacity 75 Wednesday 3/22/2006 1648 21 NB Wednesday 3/22/2006 1716 17 NB 75 Thursday 12/15/2005 1619 12 NB 75 Monday 1/16/2006 1558 25 NB 75 Tuesday 10/11/2005 1708 18 NB 75 Tuesday 6/20/2006 1720 16 NB 75 Wednesday 11/23/2005 1734 14 NB 75 Tuesday 4/ 11 /2006 1644 29 NB 75 Tuesday 7/11/2006 1724 24 NB 75 Average Per Direction Ridership Capacity NB 20 75 SB 0 0 PM Peak Period Inner Loop (Metromover) Day Date Time Number of Passengers Direction Capacity Wednesday 9/6/2006 1654 7 SB 75 Wednesday 9/6/2006 1708 7 SB 75 Wednesday 8/9/2006 1608 7 SB 75 Wednesday 8/9/2006 1620 0 SB 75 Friday 5/5/2006 1628 2 SB 75 Friday 5/5/2006 1644 3 SB 75 Thursday 6/29/2006 1600 3 SB 75 Thursday : 6/15/2006 1726 10 SB 75 Thursday 6/15/2006 1738 5 SB 75 Average Per Direction Ridership Capacity NB 0 0 SB 5 75 PM Peak Summary Route NB/EB/CLOCKWISE SB/WB/COUNTER CLOCKWISE Average Ridership Average Capacity Average Ridership Average Capacity Route 3 5 53 2 53 Route 10 5 53 4 53 Route 11 20 53 47 60 Route 16 8 53 3 53 Route 48 3 41 0 41 Route 51 18 53 16 53 Route 77 24 54 7 58 Route Biscayne Max 93 8 60 0 0 Route 95 0 0 0 0 Route 277 6 53 2 53 Route B 3 53 4 48 Route C 17 53 0 53 Route K 5 53 53 53 Route S 14 66 6 94 Brickell Loop Metromover 12 75 0 0 Omni Loop Metromover 20 75 0 0 Inner Loop Metromover 0 0 5 75 Total Ridership 168 149 APPENDIX D: Existing Conditions (2006) SYNCHRO 6.0 Outputs Miami -Dade County Public Works Department Existing Timing Plans WEDNESDAY T. AG FOR 2211 US 1 & SE 1 ST 12-06-06 TYPE TIME PATTERN NUMBER AND NAME 0 20 30 23 030 22 600 9 720 8 930 17 1545 11 EARLY NITE 2/0 LATE NITE 7/0 NITE 6/0 AVERAGE AM PEAK MID -DAY PM PEAK MINIMUMS: OFF NSW 7 F Y Y EW F 7 SECTION Y Y 60 44 10 4 4 10 10 4 4 60 44 10 4 4 10 10 4 4 60 44 10 4 4 10 10 4 4 60 47 10 4 4 7 10 4 4 68 47 10 4 4 17 10 4 4 56 44 10 4 4 20 10 4 4 B7 48 10 4 4 16 10 4 4 2 1800 12 2100 18 2300 20 2 3 4 5 6 14 15 24 MONDAY. POST PM PEAK BAYSIDE EXIT EARLY NITE 2/0 O.B PARADE IN ORAND PRIX 1/0 O' B PARADE OUT MID -DAY (M & F PM PEAK (M & F) :•RENA IN ARENA OUT RECALL TEST TIME PT CYC 0 30 530 600 720 930 1545 1800 2100 2300 20 23 22 9 8 5 6 12 18 20 90 90 90 90 100 1-00 100 90 90 90 TUESDAY TIME PT CYC 0 30 315 345 530 600 720 930 1545 1800 2100 2300 20 23 24 23 22 9 8 17 11 12 18 20 90 90 90 90 90 90 100 100 100 90 90 90 WEDNESDAY TIME PT CYC 0 30 530 G00 720 930 1545 1800 2100 2300 20 90 23 90 22 90 9 90 8 100 17 100 11 100 12 90 18 90 20 90 54 47 10 4 4 7 10 4 4 60 47 10 4 4 7 10 4 4 60 44 10 4 4 10 10 4 4 61 38 10 4 4 16 10 4 4 60 23 10 4 4 31 10 4 4 54 32 10 4 4 32 10 4 4 60 47 10 4 4 17 10 4 4 92 57 10 4 4 7 10 4 4 92 47 10 4 4 17 10 4 4 92 17 10 4 4 17 10 4 4 60 44 10 4 4 10 10 4 4 THURSDAY TIME PT CYC 0 30 530 600 720 930 1545 1800 2100 2300 20 90 23 90 22 90 9 90 8 100 17 100 11 100 12 90 18 90 20 90 FRIDAY TIME PT CYC 0 30 530 600 720 930 1545 1800 2100 2300 20 23 22 9 8 5 G 12 18 20 90 90 90 90 100 100 100 90 90 90 SATURDAY TIME P'1' CYC 0 20 90 115 23 90 530 22 90 600 9 90 700 17 100 1815 9 90 SUNDAY ;.I iI•I CYCLE SKI EYT MC 90 90' 90' 90 10D • I'Al NO SCHOOL NO SCHOa1 l MONDAY FRIDAY' 100 100 .. 90 90•• 90: 90 90 100 100 100 . 100:' 100; 90' • TIME PT CYC TIME PT CYC TIME PT tYC 0 20 90 115 23 90 530 22 90 600 9 90 700 17 100 1815 9 90 6 6 6 6 [TX/RX NO 9865] 12/06/06 WEDNESDAY i .NG FOR 2225 SE 3 AVR & 2 ST TIME PATTERN NUMBER AND NAME OFF MINIMUMS: o 22 EARLY NIGHT 3/0 100 23 LATE NIGHT 4/0 600 9 AVERAGE 645 8 PRE/POST AM PEAK 730 1 AM PEAK 930 9 AVERAGE 1545 11 PM PEAK 1an 12 POST PM PEAK 1900 9 AVERAGE 2300 22 EARLY NIGHT 3/0 2 0 B PARADE IN 3 GRAND PRIX WEEKEND 4 0 B PARADE OUT 5 PRE AM PEAK 24 RECALL TEST MONDAY TIME PT CYC 0 100 600 645 730 930 1545 1800 1900 2300 22 23 9 8 1 9 11 12 9 22 •90 ' 90 eo 110 90 100 90 90 90 TU115DAY TIME PT CYC 0 100 315 345 600 645 730 930 1545 1800 1900 2300 22 23 24 23 9 8 1 9 11 12 9 22 90 90 90 90 90 90 110 90 100 90 90 90 WEDNESDAY TIME PT CYC 0 100 600 645 730 930 1545 1800 1900 2300 22 90 23 90 9 90 8 90 1 110 9 90 11 100 12 90 9 90 22 90 12-06-06 TYP, SECTION 228 WW F Y R NL Y NSW F G Y R 7 5 1 14 46 6 4 1 7 3 7 10 1 4 1 32 46 6 4 1 7 3 7 10 1 4 1 26 34 6 4 1 10 3 7 10 10 4 1 40 34 6 4 1 10 3 7 10 10 4 1 63 36 6 4 1 10 3 7 10 28 4 1 26 34 6 4 1 10 3 7 10 10 4 1 4 44 6 4 1 LO_ 3. 2___19 10 4_ 3 39 6 4 1 7- 3 7 10 8 4 1 28 34 6 4 1 10 3 7 1.0 10 4 1 14 46 6 4 1 7 3 7 10 1 4 1 84 37 6 4 1 7 3 7 10 10 4 1 72 32 6 4 1. 7 3 7 10 15 4 1 14 44 6 4 1 10 3 7 10 10 4 1 18 22 6 4 1 7 3 7 10 15 4 1 42 32 6 4 1 7 3 7 10 15 4 1 THURSDAY TIME PT CYC 0 100 600 645 730 930 1545 1800 1900 2300 22 90 23 90 9 90 8 90 1 110 9 90 11 100 12 90 9 90 22 90 FRIDAY SATURDAY SUNDAY �Pa 2 CYCLE SI&^ EYT MC 90 90 90 • �I1 90 • 110 . 90 11 1 00•I' 90 i 90 90 90 90 100: 90' ij .I Ili NO SCHOOL NO SCHOOL MONDAY FRIDAY TIME PT CYC TIME PT CYC TIME PT CYC TIME PT CYC TIME PT CYC (1 0 100 600 645 730 930 1545 1800 1900 2300 22 23 9 8 1 9 11 12 9 22 90 90 90 90 110 90 100 90 90 90 0 22 90 200 23 90 600 9 90 0 22 90 200 23 90 600 9 90 [TX/RX NO 9865) 12/06/06 i WEDNESDAY 1_ _NG FOR 2212 SE 3 AVE & 1 ST TIME PATTERN NUMBER AND NAME 0 23 600 13 630 7 720 8 930 9 1130 10 1345 9 1545 11 1800 12 1900 13 2300 23 2 3 5 6 14 15 16 17 24 MINIMUMS: LATE NIGHT 37/1 NITE 0/1 PRE AM M2 0/1 AM PEAK M1 1/1 MID -DAY M1 0/1 MID -DAY M1 0/1 MID -DAY M1 0/1 PM PEAK KI_Q/ 1 POST PM M2 0/1 NITE 0/1 LATE NIGHT 37/1 0 D PARADE IN M1 0/1 GRAND PRIX M2 0/2 MID -DAY M1 0/1 0.13 PARADE OUT M1 0/1 SATURDAY MID -DAY M1 0/1 MIAMI ARENA OUT -NIGHT PM PEAK M1 0/1 NE 2 AVE HIGH SPEED M2 0/1 RECALL TEST MONDAY TIME PT CYC 0 600 630 720 930 1130 1345 1545 1800 1900 2300 23 13 7 8 9 10 9 11 12 13 23 60 60 60 90 90 90 90 100 90 60 60 TUESDAY TIME PT CYC 0 23 315 24 345 23 600 13 630 7 720 8 930 9 1130 10 1345 9 1545 11 1800 12 1900 13 2300 23 60 60 60 60 60 90 90 90 90 100 90 60 60 WEDNESDAY TIME PT CYC 0 600 630 720 930 1130 1345 1.545 1800 1900 2300 23 60 13 60 7 60 8 90 9 90 10 90 9 90 11 100 12 90 13 60 23 60 12-06-06 OFF EW 7 10 27 13 24 4 24 20 43 8 43 8 43 8 43 24 53 14 25 13 24 10 27 11 43 14 43 8 43 98 48 8 43 98 48 12 58 10 24 10 27 THURSDAY TIME PT CYC 0 23 60 600 13 60 630 7 60 720 8 90 930 9 90 1130 10 90 1345 9 90 1545 11 100 1800 12 90 1900 13 60 2300 23 60 TYP1 .l SECTION 25 F Y R SL 5 Y NSW F G Y R 1 5 4 1 5 3 7 5 1 4 1 5 4 1 5 3 7 5 1 4 1 5 4 1 5 3 •1 5 1 4 1 5 4 1 10 3 7 5 7 4 1 5 4 1 10 3 7 5 7 4 1 5 4 1 10 3 7 5 7 4 1 5 4 1 10 3 7 5 7 4 1 5 4 1 10 3 7 5 7 4 1 5 4 1 7 3 7 5 28 4 1 5 4 1 5 3 7 5 1 4 1 5 4 1 5 3 7 5 1 4 1 5 4 1 10 3 7 5 7 4 1 5 4 1 10 3 7 5 7 4 1 5 4 1 10 3 7 5 7 4 1 5 4 1 10 3 7 5 12 4 1 5 4 1 10 3 7 5 7 4 1 5 4 1 10 3 7 5 12 4 1 5 4 1 10 3 7 5 12 4 1 5 4 1 5 3 7 5 1 4 1 5 4 1 5 3 7 5 1 4 1 CYCLE SKIP EYT MC 63 60 60 90 90- 90 90 100 90 .. 60 63, 90 90 90 100 90 100 110 60 63 NO SCHOOL NO SCHOOL FRIDAY SATURDAY SUNDAY MONDAY FRIDAY TIME PT CYC TIME PT CYC TIME PT CYC TTMF PT CYC TIME:.PT 'CSC 0 23 60 600 13 60 630 7 60 720 8 90 930 9 90 1130 10 90 1345 9 90 1545 11 100 1800 12 90 1900 13 60 0 23 60 0 23 60 600 13 60 600 13 60 930 14 90 930 9 90 1815 13 60 1815 13 60 2300 23 60 7.1 III irl 6 6 7 (TX/RX NO 9865] 12/06/06 WEDNESDAY TI".LNG FOR 2224 US 1 & SE 2 ST 12-06-06 TYPI TIME PATTERN NUMBER AND NAME 0 20 EARLY NITE 2/0 30 23 LATE NITE 7/0 530 22 NITE 6/0 600 9 AVERAGE 720 q AM PEAK 930 17/ MID -DAY 1545 11 PM PEAK T800 12 POST PM PEAK 2100 18 BAYSIDE EXIT 2300 20 EARLY NITE 2/0 2 O B PARADE IN 3 ,GRAND PRIX 1/0 4 1013 PARADE OUT 5 MID -DAY (M & F) 6 PM PEAK (M & F) 14 'ARENA IN 15 ARENA OUT 24 RECALL TEST MONDAY TIMIi P'1' CYC 0 20 30 23 530 22 G00 9 720 8 930 5 154S 6 1800 12 2100 18 2300 20 90 90 90 90 100 100 100 §o 90 90 30 315 345 530 600 720 930 1545 1800 2100 2300 TUESDAY TIME PT CYC 0 20 23 24 23 22 9 8 17 11 12 18 20 90 90 90 90 90 90 100 100 100 90 90 90 MINIMUMS; OFF SW F Y 7 R WW 7 SECTION F Y R 64 57 4 4 2 10 7 4 2 64 57 4 4 2 10 7 4 2 64 57 4 4 2 10 7 4 2 64 57 4 4 2 10 7 4 2 S�6 5Z 4 4 2__20. 7_ 4 2 64 57 4 4 2 20 7 4 2 95 67 4 4 2 10 7 4 2 68 57 4 4 2 1.0 7 64 57 4 4 2 10 7 64 57 4 4 2 10 7 61 18 4 4 2 49 7 64 57 4 4 2 10 7 10 67 4 4 2 10 7 64 57 4 4 2 20 7 95 64 4 4 2 13 7 95 54 4 4 2 23 7 95 54 4 4 2 23 7 64 57 4 4 2 10 7 WEDNESDAY TIME PT CYC 0 20 90 30 23 90 530 22 90 600 9 90 720 8 100 930 17 100 1545 11 100 1800 12 90 2100 18 90 2300 20 90 THURSDAY TIME PT CYC 0 20 90 30 23 90 530 22 90 600 9 90 720 8 100 930 17 100 1545 11 100 1800 12 90 2100 18 90 2300 20 90 FRIDAY TIME PT CYC 0 20 90 30 23 90 530 22 90 600 9 90 720 8 100 930 5 100 1545 6 100 1800 12 90 2100 18 90 2300 20 90 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 SATURDAY TIME PT CYC 0 20 90 115 23 90 530 22 90 600 9 90 700 17 100 1815 9 90 2 SUNDAY 11,u fell CYCLE Sla EYI MC ;I 90. 90 90 90 100 100 100 .li age ,I I' 90 90 90 90 90 100 100 100 100i 100; 90 II� ilJ +11 NO SCHOOL NO SCHO0 MONDAY FRIDAY TIME PT CYC TIME PT CYC TIME TT CYC N 0 20 115 23 530 22 600 9 700 17 1815 9 90 90 90 90 100 90 • 4 6 6 6 6 6 [TX/RX NO 9865] 12/06/06 2006 P.M. Peak Hour Existing Timings A.M. Peak Hour HCM Signalized Intersection Capacity Analysis 2006 AM Peak Hour 6: SE 2nd Street & SE 3rd Avenue Existing Traffic Conditions Movement Lane Configurations Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) 1900 EBL . EBT EBR; WBL ` WBT WBR NBL :' NBT NBR SBL SBT SBR tttt 4+ 1900 1900 1900 1900 1900 1900 1900 1900 1900 4.0 4.0 4.0 0.81 0.95 1.00 0.99 1.00 0.88 1.00 0.97 1.00 7430 3431 1637 1.00 0.74 1.00 7430 2625 1637 1900 1900 Volume (vph) 0 0 0 35 989 102 530 313 67 Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS intersection Summary 0.95 0.95 0.95 0.95 0 0 0 37 0 0 0 0 0 0 0 0 Perm 0.0 A 8 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 1041 107 558 329 0 0 8 71 21 0 0 0 0 0 18 0 1164 0 0 887 0 0 61 0 pm+pt 8 5 2 6 2 24.0 25.0 0.23 5.0 3.0 1689 0.16 0.69 38.9 1.00 1.2 40.1 D 40.1 D 76.0 77.0 0.70 5.0 3.0 1838 c0.34 0.48 7.5 1.00 0.2 7.7 A 7.7 A 76.0 77.0 0.70 5.0 3.0 1146 0.04 0.05 5.1 1.00 0.1 5.2 A 5.2 A HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group'`,b,a,.. ., 25.5 0.53 110.0 56.0% 15 HCM Level of Service Sum of lost time (s) ICU Level of Service 8.0 G:\043103000-One Bayfront Plaza\Revised_ Calcs\Synchro\AM_Existing.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 1/25/2007 Timings 6: SE 2nd Street & SE 3rd Avenue 2006 AM Peak Hour Existing Traffic Conditions 4\ t Lane Group WBT NBL NBT SBT Lane Configurations Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phases Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS MIT+ 4+ t 989 530 313 8 pm+pt 8 5 2 6 2 8 5 4.0 4.0 21.0 8.0 47.0 13.0 42.7%0 11.8% 4.0 3.0 1.0 0.0 Lead None 25.0 0.23 0.69 38.2 2 6 4.0 4.0 21.0 21.0 63.0 50.0 57.3% 45.5% 4.0 4.0 1.0 1.0 Lag None C-Max C-Max 77.0 77.0 0.70 0.70 0.50 0.07 9.3 2.4 0.0 0.0 0.0 :io.1 D 38.2 D A 9.3 A 1.4 A 2.4 A lntersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Natural Cycle: 50 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.69 Intersection Signal Delay: 24.9 Intersection Capacity Utilization 56.0% Analysis Period (min) 15 Intersection LOS: C ICU Level of Service B Splits and Phases: 6: SE 2nd Street & SE 3rd Avenue {' 1 02 8 05 I * 06 1- . 08 G:\043103000-One Bayfront Plaza\Revised_ Calcs\Synchro\AM_Existing.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 1/25/2007 HCM Signalized Intersection Capacity Analysis 2006 AM Peak Hour 4: SE 2nd Street & Biscayne Blvd Existing Traffic Conditions Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR . SBL SBT SBR Lane Configurations rrrr Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 Lane Util. Factor 0.97 0.64 Frt 1.00 0.85 Fit Protected 0.95 1.00 Satd. Flow (prot) 3433 4053 Flt Permitted 0.95 1.00 Satd. Flow (perm) 3433 4053 Volume (vph) • 0 0 0 0 0 0 415 0 0 0 0 916 Peak -hour factor, PHF 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Adj. Flow (vph) 0 0 0 0 0 0 466 0 0 0 0 1029 RTOR Reduction (vph) 0 0 0 0 0 0 211 0 0 0 0 74 Lane Group Flow (vph) 0 0 0 0 0 0 255 0 0 0 0 955 Turn Type Prot custom Protected Phases 5 Permitted Phases 6 Actuated Green, G (s) 11.9 76.1 Effective Green, g (s) 13.9 78.1 Actuated g/C Ratio 0.14 0.78 Clearance Time (s) 6.0 6.0 Vehicle Extension (s) 3.0 3.0 Lane Grp Cap (vph) 477 3165 v/s Ratio Prot c0.07 v/s Ratio Perm c0.24 v/c Ratio 0.53 0.30 Uniform Delay, d1 40.0 3.1 Progression Factor 1.00 0.54 Incremental Delay, d2 1.2 0.2 Delay (s) 41.2 1.9 Level of Service D A Approach Delay (s) 0.0 0.0 41.2 1.9 Approach LOS A A D A I"tersection Summary ., . . a,�� HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 14.2 0.34 100.0 34.5% 15 HCM Level of Service Sum of lost time (s) ICU Level of Service 8.0 A G:\043103000-One Bayfront Plaza\Calcs\Synchro\AM_Existing.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 12/7/2006 Timings 2006 AM Peak Hour 4: SE 2nd Street & Biscayne Blvd Existing Traffic Conditions Lane Group NBL SBR Lane Configurations rrrr Volume (vph) 415 916 Turn Type Protcustom Protected Phases 5 Permitted Phases 6 Detector Phases 5 6 Minimum Initial (s) 4.0 4.0 Minimum Split (s) 10.0 22.0 Total Split (s) 33.0 67.0 Total Split (%) 33.0% 67.0% Yellow Time (s) 4.0 4.0 All -Red Time (s) 2.0 2.0 Lead/Lag Lead Lag Lead -Lag Optimize? Recall Mode None C-Max Act Effct Green (s) 13.9 78.1 Actuated g/C Ratio 0.14 0.78 v/c Ratio 0.68 0.32 Control Delay 19.4 1.5 Queue Delay 0.0 0.0 Total Delay 19.4 1.5 LOS B A Approach Delay Approach LOS Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2: and 6:SBR, Start of Green Natural Cycle: 40 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.68 Intersection Signal Delay: 7.1 Intersection Capacity Utilization 34.5% Analysis Period (min) 15 Intersection LOS: A ICU Level of Service A Splits and Phases: 4: SE 2nd Street & Biscayne Blvd G:\043103000-One Bayfront Plaza\Calcs\Synchro\AM_Existing.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 12/7/2006 HCM Signalized Intersection Capacity Analysis 2006 AM Peak Hour 2: SE 1st Street & Biscayne Blvd (Northbound) Existing Traffic Conditions 4/ Movement EBL EBR NBL NBT SBT SBR Lane Configurations VIMf ttf Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 Lane Util. Factor 0.94 0.86 Frt 1.00 1.00 Flt Protected 0.95 1.00 Satd. Flow (prot) 4990 6408 Flt Permitted 0.95 1.00 Satd. Flow (perm) 4990 6408 Volume (vph) 428 0 0 809 0 0 Peak -hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 441 0 0 834 0 0 RTOR Reduction (vph) 304 0 0 0 0 0 Lane Group Flow (vph) 137 0 0 834 0 0 Turn Type Protected Phases 5 Permitted Phases Actuated Green, G (s) 31.0 Effective Green, g (s) 31.0 Actuated g/C Ratio 0.31 Clearance Time (s) 4.0 1 61.0 61.0 0.61 4.0 Lane Grp Cap (vph) 1547 v/s Ratio Prot c0.03 v/s Ratio Perm v/c Ratio 0.09 Uniform Delay, d1 24.5 Progression Factor 0.00 Incremental Delay, d2 0.1 Delay (s) 0.1 Level of Service A Approach Delay (s) 0.1 Approach LOS A Intersection Summary. HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 5.8 0.18 100.0 26.5% 15 3909 c0.13 0.21 8.7 1.00 0.1 8.9 A 8.9 A 0.0 A HCM Level of Service Sum of lost time (s) ICU Level of Service 16.0 A G:\043103000-One Bayfront Plaza\Calcs\Synchro\AM_Existing.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 12/7/2006 Timings 2: SE 1st Street & Biscayne Blvd (Northbound) 2006 AM Peak Hour Existing Traffic Conditions Lane Group ' 1 EBL NBT 04 Lane Configurations Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phases Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary 1 tttt 428 809 5 1 3 4 7 8 5 1 1.0 1.0 1.0 1.0 1.0 1.0 20.0 20.0 5.0 4.0 5.0 4.0 35.0 65.0 61.0 4.0 31.0 4.0 35.0% 65.0% 61% 4% 31% 4% 4.0 4.0 4.0 2.0 4.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 Lead Lag Lead Lag Yes Yes Max Max Max Max Max Max 31.0 61.0 0.31 0.61 0.23 0.21 0.3 8.9 0.0 0.0 0.3 8.9 A A 0.3 8.9 A A Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:, Start of Green Natural Cycle: 40 Control Type: Pretimed Maximum v/c Ratio: 0.49 Intersection Signal Delay: 5.9 Intersection Capacity Utilization 26.5% Analysis Period (min) 15 Intersection LOS: A ICU Level of Service A Splits and Phases: 2: SE 1st Street & Biscayne Blvd (Northbound) #2 01 #2 `i m5 yh1:. ��'.: g1 .._ _ , a. ,: �: TFf� �3�z`M�+`§`Yw4, yw. {� 'A Y`fi'Ye'?. #1 1 08 #l�Y"g7.6:'�i§';"CR' -4 #1 07 -40' 41r t a._. swy tad{ M.,. 4 1 Y;,44,y,: G:\043103000-One Bayfront Plaza\Calcs\Synchro\AM_Existing.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 12/7/2006 HCM Signalized Intersection Capacity Analysis 2006 AM Peak Hour 1: SE 1st Street & Biscayne Blvd (Southbound) Existing Traffic Conditions Movement EBL EBT EBR WBL WBT ' WBR. NBL, NBT NBR SBL SBT SBR Lane Configurations 'HT+ 4ttt Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 Lane Util. Factor 0.91 0.86 Frt 0.96 1.00 Flt Protected 1.00 1.00 Satd. Flow (prot) 4858 6385 Flt Permitted 1.00 1.00 Satd. Flow (perm) 4858 6385 Volume (vph) 0 413 176 0 0 0 0 0 0 70 913 0 Peak -hour factor, PHF 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Adj. Flow (vph) 0 475 202 0 0 0 0 0 0 80 1049 0 RTOR Reduction (vph) 0 69 0 0 0 0 0 0 0 0 12 0 Lane Group Flow (vph) 0 608 0 0 0 0 0 0 0 0 1117 0 Turn Type custom Protected Phases 4 7 Permitted Phases Actuated Green, G (s) 31.0 Effective Green, g (s) 27.0 Actuated g/C Ratio 0.27 Clearance Time (s) 38 3 61.0 57.0 0.57 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection.,Summa y HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 1312 c0.13 0.46 30.5 1.00 1.2 31.6 C 31.6 C 19.0 0.36 100.0 32.9% 15 0.0 A HCM Level of Service Sum of lost time (s) ICU Level of Service 0.0 A 16.0 A 3639 0.17 0.31 11.2 1.00 0.2 11.4 B 11.4 B G:\043103000-One Bayfront Plaza\Calcs\Synchro\AM_Existing.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 12/7/2006 Timings 2006 AM Peak Hour 1: SE 1st Street & Biscayne Blvd (Southbound) Existing Traffic Conditions 1 Lane Group EBT SBT 07 08 Lane Configurations +4' 4ttt Volume (vph) 413 913 Turn Type Protected Phases 4 7 3 8 1 3 4 5 7 8 Permitted Phases Detector Phases 4 7 3 8 Minimum Initial (s) 1.0 1.0 1.0 1.0 1.0 1.0 Minimum Split (s) 20.0 5.0 4.0 20.0 5.0 4.0 Total Split (s) 35.0 65.0 65.0 61.0 4.0 35.0 31.0 4.0 Total Split (%) 35.0% 65.0% 65% 61% 4% 35% 31% 4% Yellow Time (s) 4.0 4.0 2.0 4.0 4.0 2.0 All -Red Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode Max Max Max Max Max Max Act Effct Green (s) 27.0 57.0 Actuated g/C Ratio 0.27 0.57 v/c Ratio 0.49 0.31 Control Delay 27.6 11.2 Queue Delay 0.0 0.0 Total Delay 27.6 11.2 LOS C B Approach Delay 27.6 11.2 Approach LOS C B Intersection, Summary, . Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:, Start of Green Natural Cycle: 40 Control Type: Pretimed Maximum v/c Ratio: 0.49 Intersection Signal Delay: 17.3 Intersection Capacity Utilization 32.9% Analysis Period (min) 15 Intersection LOS: B ICU Level of Service A Splits and Phases: 1: SE 1st Street & Biscayne Blvd (Southbound) #2 tm1 #2 a5 j 4 $ S�L F �QQJ'! bet {rY V,�,ye 't. yy4k�.i iL' ..^ cNkiji��ii'?Ffh=. ' f 1 '%. i �j i1Y� Y i - L.;'3F��i t`>�, f� ''4��47711''App 3z J jjkk,,v. �� L"33.r�3 #1 ♦ 08 #1 -4' #1 07 41 ° � :,*S 4 ,,i, . n ` � 41 7� 1 ' j� !- e( 1 G:\043103000-One Bayfront Plaza\Calcs\Synchro\AM_Existing.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 12/7/2006 HCM Signalized Intersection Capacity Analysis 2006 AM Peak Hour 5: SE 1st Street & SE 3rd Avenue Existing Traffic Conditions 1- Ak- t P 1 4/ Movement EBL EBT EBR WBL WBT VVBR NBL NBT NBR SBL SBT SBR Lane Configurations +ft) er + Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 Lane Util. Factor 0.91 0.88 1.00 1.00 Frt 0.99 0.85 1.00 1.00 Flt Protected 1.00 1.00 0.95 1.00 Satd. Flow (prot) 5037 2787 1770 1863 Flt Permitted 1.00 1.00 0.95 1.00 Satd. Flow (perm) 5037 2787 1770 1863 Volume (vph) 0 590 40 0 0 0 0 0 416 49 21 0 Peak -hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 0 648 44 0 0 0 0 0 457 54 23 0 RTOR Reduction (vph) 0 15 0 0 0 0 0 0 160 15 0 0 Lane Group Flow (vph) 0 677 0 0 0 0 0 0 297 39 23 0 Turn Type custom pm+pt Protected Phases 4 1 6 Permitted Phases 2 6 Actuated Green, G (s) 15.9 57.5 64.1 64.1 Effective Green, g (s) 16.9 58.5 65.1 65.1 Actuated g/C Ratio 0.19 0.65 0.72 0.72 Clearance Time (s) 5.0 5.0 3.0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 946 1812 1280 1348 v/s Ratio Prot c0.13 c0.00 0.01 v/s Ratio Perm c0.11 0.02 v/c Ratio 0.72 0.16 0.03 0.02 Uniform Delay, d1 34.3 6.2 3.5 3.5 Progression Factor 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.6 0.2 0.0 0.0 Delay (s) 36.9 6.4 3.5 3.5 Level of Service D A A A Approach Delay (s) 36.9 0.0 6.4 3.5 Approach LOS D A A A Intersection Summary HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 23.4 0.28 90.0 40.2% 15 HCM Level of Service Sum of lost time (s) ICU Level of Service 12.0 A G:\043103000-One Bayfront Plaza\Calcs\Synchro\AM_Existing.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 12/7/2006 Timings 2006 AM Peak Hour 5: SE 1st Street & SE 3rd Avenue Existing Traffic Conditions Lane Group EBT NBR SBL SBT' Lane Configurations Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phases Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary flit rr + 590 416 49 21 custom pm+pt 4 1 6 2 6 4 2 1 6 4.0 4.0 4.0 4.0 21.0 21.0 8.0 21.0 53.0 24.0 13.0 37.0 58.9% 26.7% 14.4% 41.1% 4.0 4.0 3.0 4.0 1.0 1.0 0.0 1.0 Lag Lead None C-Max None C-Max 16.9 59.8 65.1 65.1 0.19 0.66 0.72 0.72 0.72 0.22 0.04 0.02 33.3 0.3 1.5 4.3 0.0 0.0 0.0 0.0 33.3 0.3 1.5 4.3 C A A A 33.3 2.3 C A Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBR and 6:SBTL, Start of Green Natural Cycle: 50 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.72 Intersection Signal Delay: 19.1 Intersection Capacity Utilization 40.2% Analysis Period (min) 15 Intersection LOS: B ICU Level of Service A Splits and Phases: 5: SE 1st Street & SE 3rd Avenue 01 02 NMI 06 'I" 04 G:\043103000-One Bayfront Plaza\Calcs\Synchro\AM_Existing.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 12/7/2006 P.M. Peak Hour HCM Signalized Intersection Capacity Analysis 2006 PM Peak Hour 6: SE 2nd Street & SE 3rd Avenue Existing Traffic Conditions --IP.....IF 11-- k. `\ t /"\tb d Movement EBL 'EBT ' EBR WBL WBT : WBR NBL NBT NBR ' SBL SBT.:'SBR Lane Configurations M'+ 41 't, Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 Lane Util. Factor 0.81 ,_ ; .. 0.95 _ , 1.00 Frt 0.99 1.00 0.88 Fit Protected 1.00 "wll 0 96'� 1.00 Satd. Flow (prot) 7492 3406 1642 Fit Permitted 1.00 0.70 1.00 Satd. Flow (perm) 7492 2467 1642 Volume (vph) 0 0 0 26 1751 77 529 146 0 0 15 104 Peak -hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 0 0 0 27 1787 79 540 149 0 0 15 106 RTOR Reduction (vph) 0 0 0 0 10 0 0 0 0 0 10 0 Lane Group Flow (vph) 0 0 0 0 1883 0 0 689 0 0 111 0 Turn Type Perm pm+pt Protected Phases 8 5 2 6 Permitted Phases 8 2 Actuated Green, G (s) 30.9 59.1 59.1 Effective Green, g (s) 31.9 60.1 60.1 Actuated g/C Ratio 0.32 0.60 0.60 Clearance Time (s) 5.0 5.0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap (vohl 2390 1483 987 v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS ersectionuSurr mk' 0.0 A 0.25 0.79 31.0 0.93 1.7 30.7 C 30.7 C c0.28 0.46 11.0 1.00 0.2 11.3 B 11.3 B 0.07 0.11 8.5 2.86 0.2 24.6 C 24.6 C HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 25.5 0.58 100.0 64.3% 15 HCM Level of Service Sum of lost time (s) ICU Level of Service 8.0 G:\043103000-One Bayfront Plaza\Revised_ Calcs\Synchro\PM_Existing.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 1/25/2007 Timings 2006 PM Peak Hour 6: SE 2nd Street & SE 3rd Avenue Existing Traffic Conditions Lane Group WBT' ' NBL NBT SBT Lane Configurations Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phases Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode None Act Effct Green (s) 31.9 Actuated g/C Ratio 0.32 v/c Ratio 0.79 Control Delay 28.8 Queue Delay 0.0 Total Delay 28.8 LOS Approach Delay 28.8 Approach LOS C lrtersection Summary C Trot 4+ I 1751 529 146 15 pm+pt 8 5 2 6 2 8 5 2 6 4.0 4.0 4.0 4.0 21.0 8.0 21.0 21.0 55.0 13.0 45.0 32.0 55.0% 13.0% 45.0% 32.0% 4.0 3.0 4.0 4.0 1.0 0.0 1.0 1.0 Lead None Lag C-Max C-Max 60.1 60.1 0.60 0.60 0.50 0.12 13.7 22.8 0.0 0.0 13.7 22.8 B C 13.7 B C 22.8 Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Natural Cycle: 50 Control Type: Actuated -Coordinated ti1414,7„ a Maximum v/c Ratio: 0.79 Intersection Signal Delay: 24.7 Intersection Capacity Utilization 64.3% Analysis Period (min) 15 Intersection LOS: C ICU Level of Service C Splits and Phases: 6: SE 2nd Street & SE 3rd Avenue 02 4\ 05 ♦ 06 1 08 G:\043103000-One Bayfront Plaza\Revised_ Calcs\Synchro\PM_Existing.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 1/25/2007 HCM Signalized Intersection Capacity Analysis 2006 PM Peak Hour 4: SE 2nd Street & Biscayne Blvd Existing Traffic Conditions Movement, Lane Configurations Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Volume (vph) Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersect pn Sur i ie y EBL EBT EBR 1900 1900 1900 0 0 0 0 0 0 0.95 0.95 0.95 0.95 0.95 0.95 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 0.0 A 14.0 0.34 100.0 36.2% 15 0.0 A '- WBL WBT WBR NBL, 1900 1900 1900 1900 4.0 0.97 1.00 0.95 3433 0.95 3433 391 0.95 412 255 157 Prot 5 9.3 11.3 0.11 6.0 3.0 388 c0.05 0.40 41.2 1.00 0.7 41.9 D HCM Level of Service Sum of lost time (s) ICU Level of Service I NBT NBR 1900 1900 0 0 0 0.95 0.95 0.95 0 0 0 0 0 0 0 0 0 41.9 8.0 A I SBL SBT SBR rrrr 1900 1900 1900 4.0 0.64 0.85 1.00 4053 1.00 4053 0 1052 0.95 0.95 0 1107 0 30 0 1077 custom 3.7 A 6 78.7 80.7 0.81 6.0 3.0 3271 c0.27 0.33 2.5 1.35 0.2 3.7 A G:\043103000-One Bayfront Plaza\Calcs\Synchro\PM_Existing.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 12/7/2006 Timings 2006 PM Peak Hour 4: SE 2nd Street & Biscayne Blvd Existing Traffic Conditions 4, 4/ Lane Group NBL SBR, Lane Configurations if) rrrr Volume (vph) 391 1052 Turn Type Prot custom Protected Phases 5 Permitted Phases 6 Detector Phases 5 6 Minimum Initial (s) 4.0 4.0 Minimum Split (s) 10.0 22.0 Total Split (s) 23.0 77.0 Total Split (%) 23.0% 77.0% Yellow Time (s) 4.0 4.0 All -Red Time (s) 2.0 2.0 Lead/Lag Lead Lag Lead -Lag Optimize? Recall Mode None C-Max Act Effct Green (s) 11.3 80.7 Actuated g/C Ratio 0.11 0.81 v/c Ratio 0.64 0.34 Control Delay 14.4 3.4 Queue Delay 0.0 0.1 Total Delay 14.4 3.5 LOS B A Approach Delay Approach LOS Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2: and 6:SBR, Start of Green Natural Cycle: 40 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.64 Intersection Signal Delay: 6.5 Intersection Capacity Utilization 36.2% Analysis Period (min) 15 Intersection LOS: A ICU Level of Service A Splits and Phases: 4: SE 2nd Street & Biscayne Blvd G:\043103000-One Bayfront Plaza\Calcs\Synchro\PM_Existing.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 12/7/2006 HCM Signalized Intersection Capacity Analysis 2006 PM Peak Hour 2: SE 1st Street & Biscayne Blvd (Northbound) Existing Traffic Conditions t 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Vivj tilt Ideal Flow (vphpl) 1900 1900 1900 Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Volume (vph) Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) 1900 4.0 0.94 1.00 0.95 4990 0.95 4990. 871 0.93 937 99 838 0 0 0.93 0.93 0 0 0 0 0 0 1900 4.0 0.86 1.00 1.00 6408 1.00 6408 1325 0.93 1425 0 1425 1900 0 0 0.93 0.93 0 0 0 0 0 0 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) 5 1 30.0 30.0 0.30 4.0 62.0 62.0 0.62 4.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Iriters cton SOmmary 1497 3973 c0.17 c0.22 0.56 29.4 0.18 0.9 6.1 A 6.1 A HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 8.2 0.44 100.0 42.4% 15 0.36 9.3 1.00 0.3 9.5 A 9.5 A 0.0 A HCM Level of Service Sum of lost time (s) ICU Level of Service 16.0 A G:\043103000-One Bayfront Plaza\Calcs\Synchro\PM_Existing.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 12/7/2006 Timings 2: SE 1st Street & Biscayne Blvd (Northbound) 2006 PM Peak Hour Existing Traffic Conditions Lane Group EBL NBT07 Lane Configurations In) tttt Volume (vph) 871 1325 Turn Type Protected Phases 5 1 3 4 7 8 Permitted Phases Detector Phases 5 1 Minimum Initial (s) 1.0 1.0 1.0 1.0 1.0 1.0 Minimum Split (s) 20.0 20.0 5.0 4.0 5.0 4.0 Total Split (s) 34.0 66.0 62.0 4.0 30.0 4.0 Total Split (%) 34.0% 66.0% 62% 4% 30% 4% Yellow Time (s) 4.0 4.0 4.0 2.0 4.0 2.0 All -Red Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode Max Max Max Max Max Max Act Effct Green (s) 30.0 62.0 Actuated g/C Ratio 0.30 0.62 v/c Ratio 0.59 0.36 Control Delay 5.3 9.6 Queue Delay 0.0 0.0 Total Delay 5.3 9.6 LOS A A Approach Delay 5.3 9.6 Approach LOS A A Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:, Start of Green Natural Cycle: 40 Control Type: Pretimed Maximum v/c Ratio: 0.92 Intersection Signal Delay: 7.9 Intersection Capacity Utilization 42.4% Analysis Period (min) 15 Intersection LOS: A ICU Level of Service A Splits and Phases: 2: SE 1st Street & Biscayne Blvd (Northbound) #2 '' 01 #2 05 66is'. 34 s 141 1 08 #1 141 --• 07 G:\043103000-One Bayfront Plaza\Calcs\Synchro\PM_Existing.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 12/7/2006 HCM Signalized Intersection Capacity Analysis 2006 PM Peak Hour 1: SE 1st Street & Biscayne Blvd (Southbound) Existing Traffic Conditions Movement Lane Configurations Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Volume (vph) Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) EBL EB r EBR WBL WBT VUBR . NBL : NBT NBR - SBL 411+ 1900 1900 4.0 0.91 0.95 1.00 4831 1.00 4831 0 795 0.96 0.96 0 828 0 90 0 1153 47 30.0 26.0 0.26 SBT SBR 41ti 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 4.0 0.86 1.00 0.99 6375 0.99 6375 398 0 0 0 0 0 0 99 862 0 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 415 0 0 0 0 0 0 103 898 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 995 0 custom 3 38 62.0 58.0 0.58 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersect on,Summary,, HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 1256 c0.24 0.92 36.0 1.03 12.0 49.0 D 49.0 D 31.9 0.47 100.0 44.9% 15 0.0 A HCM Level of Service Sum of lost time (s) ICU Level of Service 0.0 A 16.0 A 3698 0.16 0.27 10.5 1.00 0.2 10.6 B 10.6 B G:\043103000-One Bayfront Plaza\Calcs\Synchro\PM_Existing.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 12/7/2006 Timings 1: SE 1st Street & Biscayne Blvd (Southbound) Lane Group EBTSBT 1 r3 04 07`. 2006 PM Peak Hour Existing Traffic Conditions Lane Configurations 4tff Volume (vph) 795 862 Turn Type Protected Phases 4 7 3 8 1 3 4 5 7 8 Permitted Phases Detector Phases 4 7 3 8 Minimum Initial (s) 1.0 1.0 1.0 1.0 1.0 1.0 Minimum Split (s) 20.0 5.0 4.0 20.0 5.0 4.0 Total Split (s) 34.0 66.0 66.0 62.0 4.0 34.0 30.0 4.0 Total Split (%) 34.0% 66.0% 66% 62% 4% 34% 30% 4% Yellow Time (s) 4.0 4.0 2.0 4.0 4.0 2.0 All -Red Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode Max Max Max Max Max Max Act Effct Green (s) 26.0 58.0 Actuated g/C Ratio 0.26 0.58 v/c Ratio 0.92 0.27 Control Delay 45.8 10.5 Queue Delay 0.0 0.0 Total Delay 45.8 10.5 LOS D B Approach Delay 45.8 10.5 Approach LOS D B Intersection Summary.;:;:. Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:, Start of Green Natural Cycle: 40 Control Type: Pretimed Maximum v/c Ratio: 0.92 Intersection Signal Delay: 30.0 Intersection Capacity Utilization 44.9% Analysis Period (min) 15 Intersection LOS: C ICU Level of Service A Splits and Phases: 1: SE 1st Street & Biscayne Blvd (Southbound) #2 I' 1 #2 '05 #1 1 08 #1 #1 07 ° .iII .i Itt w. `Yr,.,:. 4 G:\043103000-One Bayfront Plaza\Calcs\Synchro\PM_Existing.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 12/7/2006 HCM Signalized Intersection Capacity Analysis 2006 PM Peak Hour 5: SE 1st Street & SE 3rd Avenue Existing Traffic Conditions f Movement EBL Lane Configurations Ideal Flow (vphpl) 1900 Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Fit Permitted Satd. Flow (perm) Volume (vph) 0 Peak -hour factor, PHF 0.93 Adj. Flow (vph) 0 RTOR Reduction (vph) 0 Lane Group Flow (vph) 0 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersecfon summary;; °. ♦-- EBT EBR WBL 1900 1900 1900 1900 1900 1900 4.0 0.91 0.98 1.00 4974 1.00 4974 463 79 0 0 0 0 0 0.93 0.93 0.93 0.93 0.93 0.93 0.93 498 85 0 0 0 0 0 49 0 0 0 0 0 0 534 0 0 0 0 0 0 WBT WBR NBL NBT NBR SBL SBT. SBR rri+ 1900 1900 1900 1900 1900 4.0 4.0 4.0 0.88 1.00 1.00 0.85 1.00 1.00 1.00 0.95 1.00 2787 1770 1863 1.00 0.95 1.00 2787 1770 1863 232 29 43 0 0.93 0.93 0.93 0.93 249 31 46 0 73 7 0 0 176 24 46 0 custom pm+pt 4 1 6 2 6 14.0 69.5 76.0 76.0 15.0 70.5 77.0 77.0 0.15 0.70 0.77 0.77 5.0 5.0 3.0 5.0 3.0 3.0 3.0 3.0 746 1965 1363 1435 c0.11 0.00 c0.02 c0.06 0.01 0.72 0.09 0.02 0.03 40.5 4.6 2.7 2.7 1.00 1.00 1.00 1.00 3.3 0.1 0.0 0.0 43.7 4.7 2.7 2.8 D A A A 43.7 0.0 4.7 2.7 D A A A HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 29.6 0.19 100.0 32.2% 15 HCM Level of Service Sum of lost time (s) ICU Level of Service 12.0 A G:\043103000-One Bayfront Plaza\Calcs\Synchro\PM_Existing.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 12/7/2006 Timings 2006 PM Peak Hour 5: SE 1st Street & SE 3rd Avenue Existing Traffic Conditions t Lane Group EBT NBR SBL SBT Lane Configurations +ft. err Volume (vph) 463 232 29 43 Turn Type custom pm+pt Protected Phases 4 1 6 Permitted Phases 2 6 Detector Phases 4 2 1 6 Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 21.0 21.0 8.0 21.0 Total Split (s) 63.0 24.0 13.0 37.0 Total Split (%) 63.0% 24.0% 13.0% 37.0% Yellow Time (s) 4.0 4.0 3.0 4.0 All -Red Time (s) 1.0 1.0 0.0 1.0 Lead/Lag Lag Lead Lead -Lag Optimize? Recall Mode None C-Max None C-Max Act Effct Green (s) 15.0 71.7 77.0 77.0 Actuated g/C Ratio 0.15 0.72 0.77 0.77 v/c Ratio 0.73 0.11 0.02 0.03 Control Delay 36.3 0.1 1.3 3.3 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 36.3 0.1 1.3 3.3 LOS D A A A Approach Delay 36.3 2.5 Approach LOS D A Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBR and 6:SBTL, Start of Green Natural Cycle: 50 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.73 Intersection Signal Delay: 23.5 Intersection Capacity Utilization 32.2% Analysis Period (min) 15 Intersection LOS: C ICU Level of Service A Splits and Phases: 5: SE 1st Street & SE 3rd Avenue 01 02' 04 2 KVieft I t6 N vim M: 11 1 06 an j ,aa l 1 G:\043103000-One Bayfront Plaza\Calcs\Synchro\PM_Existing.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 12/7/2006 APPENDIX E: Growth Trend Analyses FDOT Historical Count Information Florida Department of Transportation Transportation Statistics Office 2005 Historical AADT Report -aunty: 87 - DADE Site: 0100 - SR 968/EB SE 1 ST, 200' W SR 5/US-1/BISCAYNE BLVD Year AADT Direction 1 Direction 2 K Factor D Factor T Factor 2005 F 11000 0.08 1.00 4.30 2004 C 9300 E 9300 W 0 0.08 1.00 9.70 2003 C 10000 E 10000 W 0 0.08 1.00 5.00 2002 C 10500 E 10500 W 0 0.09 1.00 4.60 2001 C 11000 El 11000 W 0 0.08 1.00 5.30 2000 C 13000 E 13000 W 0 0.08 1.00 4.40 1999 C 10000 E 10000 W 0 0.09 1.00 3.90 1998 C 11000 E 11000 w 0 0.10 1.00 2.70 1997 C 10000 E 0 W 10000 0.09 1.00 5.20 1996 C 12500 E 12500 W 0 0.09 1.00 5.40 1995 C 17500 E 17500 W 0 0.08 0.63 5.40 1994 C 11500 E 0 w 0 0.09 0.60 4.40 1993 C 11000 E 0 W 0 0.00 0.00 0.00 1992 C 11500 E 0 W 0 0.00 0.00 0.00 1991 12300 E 0 W 0 0.00 0.00 0.00 1990 11659 E 0 W 0 0.00 0.00 0.00 1989 14168 E 10682 w 3486 0.00 0.00 0.00 1988 14977 E 9916 W 5061 0.00 0.00 0.00 1987 15663 E 8409 w 7254 0.00 0.00 0.00 1986 16479 E 10201 W 6278 0.00 0.00 0.00 1985 16755 E 10482 W 6273 0.00 0.00 0.00 AADT Flags: C = Computed; E = Manual Estimate; F = First Year Estimate S = Second Year Estimate; T = Third Year Estimate; X = Unknown Florida Department of Transportation Transportation Statistics Office 2005 Historical AADT Report ,.ounty: 87 - DADE Site: 0101 - SR 968/FLAGLER ST/WB, 200' W US-1/BISCAYNE BLVD Year AADT Direction 1 Direction 2 K Factor D Factor T Factor 2005 F 2004 C 2003 C 2002 C 2001 C 2000 C 1999 C 1998 C 1997 C 1996 C 1995 C 1994 C 1993 C 1992 C 1991 1990 5400 4600 E 3800 E 4300 E 4700 E 4500 E 4800 E 6100 E 4700 E 4900 E 5600 E 5500 E 5300 E 6400 E 5542 E 5713 E 0.08 1.00 4.30 O W 4600 0.08 1.00 9.70 O W 3800 0.08 1.00 5.00 O W 4300 0.09 1.00 4.60 O W 4700 0.08 1.00 5.30 O W 4500 0.08 1.00 4.40 O W 4800 0.09 1.00 3.90 O W 6100 0.11 1.00 2.70 4700 W 0 0.09 1.00 5.20 O W 4900 0.09 1.00 5.40 O W 0 0.08 0.63 10.30 O w 0 0.09 0.60 2.40 O w 0 0.00 0.00 0.00 0 w 0 0.00 0.00 0.00 0 w 0 0.00 0.00 0.00 O w 0 0.00 0.00 0.00 AADT Flags: C = Computed; E = Manual Estimate; F = First Year Estimate S = Second Year Estimate; T = Third Year Estimate; X = Unknown Florida Department of Transportation Transportation Statistics Office 2005 Historical AADT Report _Junty: 87 - DADE Site: 5045 - SR 5/US-1/NB, 200' E SE 2 AV ON SE 4 ST Year AADT Direction 1 Direction 2 K Factor D Factor T Factor 2005 C 19000 N 0 19000 0.08 1.00 3.50 2004 C 23500 N 23500 0 0.08 0.67 6.20 2003 C 21000 N 21000 0 0.08 0.72 4.80 2002 C 22500 N 22500 0 0.09 0.68 3.40 2001 C 22500 N 22500 0 0.08 0.54 5.30 2000 C 21000 N 21000 0 0.08 0.53 3.10 1999 C 22500 N 22500 0 0.09 0.53 3.10 1998 C 21500 N 21500 0 0.09 0.53 2.50 1997 C 19000 N 19000 0 0.09 0.65 2.30 1996 C 23000 N 23000 0 0.09 1.00 2.90 1995 C 21000 N 0 21000 0.08 0.63 6.70 1994 C 13500 N 0 0 0.09 0.60 5.50 1993 C 21500 N 0 0 0.00 0.00 0.00 1992 C 24000 N 0 0 0.00 0.00 0.00 1991 21114 N 0 0 0.00 0.00 0.00 1990 22632 N 0 0 0.00 0.00 0.00 1989 44105 N 23803 20302 0.00 0.00 0.00 1988 39238 N 18260 20978 0.00 0.00 0.00 1987 31048 N 12937 18111 0.00 0.00 0.00 1986 39562 N 19106 20456 0.00 0.00 0.00 1985 56681 N 28687 27994 0.00 0.00 0.00 1976 28174 N 14826 13348 0.00 0.00 0.00 AADT Flags: C = Computed; E = Manual Estimate; F = First Year Estimate S = Second Year Estimate; T = Third Year Estimate; X = Unknown Florida Department of Transportation Transportation Statistics Office 2005 Historical AADT Report _aunty: 87 - DADE Site: 5046 - SR 5/US-1/SB, 200' E SE 2 AV ON SE 2 ST Year AADT Direction 1 Direction 2 K Factor D Factor T Factor 2005 C 17500 W 17500 0 0.08 1.00 3.50 2004 C 20000 W 0 20000 0.08 1.00 6.20 2003 C 22000 W 0 22000 0.08 1.00 4.80 2002 C 23500 W 0 23500 0.09 1.00 3.40 2001 C 26000 14\ 0 26000 0.08 1.00 5.30 2000 C 24500 W 0 24500 0.08 1.00 3.10 1999 C 25000 W 0 25000 0.09 1.00 3.10 1998 C 23500 W 23500 0 0.08 1.00 2.50 1997 C 22000 W 0 22000 0.09 1.00 2.30 1996 C 22500 W 0 22500 0.09 1.00 2.90 1995 C 8200 W 8200 0 0.08 0.63 5.40 1994 C 11500 W 0 0 0.09 0.60 4.40 1993 C 24500 W 0 0 0.00 0.00 0.00 1992 C 24000 W 0 0 0.00 0.00 0.00 1991 21883 W 0 0 0.00 0.00 0.00 1990 21494 W 0 0 0.00 0.00 0.00 AADT Flags: C = Computed; E = Manual Estimate; F = First Year Estimate S = Second Year Estimate; T = Third Year Estimate; X = Unknown Florida Department of Transportation Transportation Statistics Office 2005 Historical AADT Report aunty: 87 - DADE Site: 5047 - SR 5/US-1, 100' S FLAGLER ST Year AADT Direction 1 Direction 2 K Factor D Factor T Factor 2005 F 42000 N 25500 S 16500 0.08 0.66 3.50 2004 C 36000 N 22000 S 14000 0.08 0.67 6.20 2003 C 37500 N 24000 S 13500 0.08 0.72 4.80 2002 C 34000 N 21500 S 12500 0.09 0.68 3.40 2001 C 35500 23000 S 12500 0.08 0.54 5.30 2000 C N00 N 27500 S 14500 0.08 0.53 3.10 1999 C 36000 N 23000 S 13000 0.09 0.53 3.10 1998 C 34500 N 21500 S 13000 0.08 0.53 2.50 1997 C 33500 N 21000 S 12500 0.09 0.65 2.30 1996 C 32500 N 20500 S 12000 0.09 0.53 2.90 1995 C 29500 N 18500 S 11000 0.08 0.63 6.70 1994 C 30000 N 18500 S 11500 0.09 0.60 5.50 1993 C 35500 N 22000 S 13500 0.00 0.00 0.00 1991 36661 N 23174 S 13487 0.00 0.00 0.00 1990 31278 N 19823 S 11455 0.00 0.00 0.00 1989 32400 N 22937 S 9463 0.00 0.00 0.00 1988 30862 N 18684 S 12178 0.00 0.00 0.00 1986 29717 N 18081 S 11636 0.00 0.00 0.00 1985 31430 N 20210 S 11220 0.00 0.00 0.00 1976 30698 N 19363 S 11335 0.00 0.00 0.00 AADT Flags: C = Computed; E = Manual Estimate; F = First Year Estimate S = Second Year Estimate; T = Third Year Estimate; X = Unknown Growth Trend Analyses TRAFFIC TRENDS SR 968/EB SE 1 ST -- 200' W of SR 5/US-1 County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 12000 10000 8000 6000 4000 2000 0 D Observed Count Fitted Curve 1 1 1-I f III 2001 2006 2011 2016 2021 Year **Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2005 to Design Year): Printed: -120 6.9°!° - 1.18% - 1.13% 1-Dec-06 Straight Line Growth Option Miami -Dade 87-0100 SR 968/EB SE 1 ST Year Traffic (ADT/AADT) Count* Trend** 2001 11000 10600 2002 10500 10500 2003 10000 10400 2004 9300 10200 2005 11000 10100 2006 Opening Year Trend 2006 N/A 10000 2009 Mid -Year Trend 2009 N/A 9600 2012 Design Year Trend 2012 N/A 9300 TRANPLAN Forecasts/Trends *Axle -Adjusted TRAFFIC TRENDS SR 968/FLAGLER ST -- 200' W of US 1/BISCAYNE BLVD County: Station #: Highway: 9000 8000 — O 7000 — N • 6000 — d 0 5000 — 4000 — • 3000 a) 2000 1000 - Observed Count Fitted Curve 2001 2006 2011 2016 2021 Year "Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2005 to Design Year): Printed: 170 21.1% 4.17% 3.50% 1-Dec-06 Straight Line Growth Option Miami -Dade 87-0101 SR 968/FLAGLER ST Year Traffic (ADT/AADT) Count* Trend** 2001 4700 4200 2002 4300 4400 2003 3800 4600 2004 4600 4700 2005 5400 4900 2006 Opening Year Trend 2006 N/A 5100 2009 Mid -Year Trend 2009 N/A 5600 2012 Design Year Trend 2012 N/A 6100 TRANPLAN Forecasts/Trends *Axle -Adjusted TRAFFIC TRENDS SR 5/US-1 -- 200' E of SE 2 AVE on SE 4 ST County: Station #: Highway: 25000 20000 UJ d V j 15000 U w r.. fQ L 10000 d co m 5000 0 =Observed Count Fitted Curve 2001 2006 2011 Year 2016 2021 ** Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2005 to Design Year): Printed: -600 29.3% -2.62% -2.93% 1-Dec-06 Straight Line Growth Option Miami -Dade 87-5045 SR 5/US-1 Year Traffic (ADT/AADT) Count* Trend** 2001 22500 22900 2002 22500 22300 2003 21000 21700 2004 23500 21100 2005 19000 20500 2006 Opening Year Trend 2006 N/A 19900 2009 Mid -Year Trend 2009 N/A 18100 2012 Design Year Trend 2012 N/A 16300 TRANPLAN Forecasts/Trends *Axle -Adjusted TRAFFIC TRENDS SR 5/US-1 -- 200' E of SE 2 AVE on SE 2 ST County: Station #: Highway: Miami -Dade 87-5046 SR 5/US-1 30000 20000 - W 13 10000 — m 7 c.) 0 1— -10000 — ca R L 001 -20000 — -30000 =Observed Count Fitted Curve 2006 2011 016 2021 Year "Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate {2005 to Design Year): Printed: -2,050 99.3% -7.92% -11.54% 1-Dec-06 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2001 26000 25900 2002 23500 23900 2003 22000 21800 2004 20000 19800 2005 17500 17700 2006 Opening Year Trend 2006 N/A 15700 2009 Mid -Year Trend 2009 N/A 9500 2012 Design Year Trend 2012 N/A 3400 TRANPLAN Forecasts/Trends *Axle -Adjusted TRAFFIC TRENDS SR 5/US-1 -- 100' S of FLAGLER ST County: Station #: Highway: Miami -Dade 87 47 SR 5/US-1 80000 70000 a 60000 M d V d 50000 40000 a 0 30000 a m 20000 10000 0 Observed Count Fitted Curve 2001 2006 2011 2016 2021 Year **Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2005 to Design Year): Printed: 1,500 60.0% 4.41% 3.75% 1-Dec-06 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2001 35500 34000 2002 34000 35500 2003 37500 37000 2004 36000 38500 2005 42000 40000 2006 Opening Year Trend 2006 N/A 41500 2009 Mid -Year Trend 2009 N/A 46000 2012 Design Year Trend 2012 N/A 50500 TRANPLAN Forecasts/Trends *Axle -Adjusted A.M. Peak Hour HCM Unsignalized Intersection Capacity Analysis 19: SE 2nd Street & Project Driveway 2013 PM Peak Hour Future Traffic Conditions Movement EBL'' EBT WBT WBR tttt Free Free 0% 0% 0 0 2207 197 0.92 0.92 0.92 0.92 0 0 2399' 214 Lane Configurations Sign Control Grade Volume (veh/h) Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) SBL SBR rrr- Stop 0% 0 0.92 761 0.92 827 299 288' 2613 4.1 2.2 100 162 2506 707 2506 707 6.8 6,9 3.5 3.3 100 0 23 378 Direction, Lane # Volume Total WB1;WB2 WB3 WB4 685 685 685 557 SB 1 SB 2 SB 3 276 276 276 Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary 0 0 1700 0.40 0 0.0 0 0 1700 0.40 0 0.0 0 0 1700 0.40 0 0.0 0 214 1700 0.33 0 0.0 0.0 0 276 378 0.73 141 36.3 E 36.3 E 0 276 378 0.73 141 36.3 E 0 276 378 0.73 141 36.3 E SiptA Average Delay Intersection Capacity Utilization Analysis Period (min) 8.7 59.7% 15 ICU Level of Service G:\043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARK\PM_Future.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 2/26/2007 HCM Unsignalized Intersection Capacity Analysis 17: SE 1st Street & Project Driveway 2013 PM Peak Hour Future Traffic Conditions 4- Movement EBT ''EBR- WBL WBT NBLNBR Lane Configurations + 't rprf* Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 750 162 0 0 0 410 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 815 176 0 0 0 446 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) None 282 280 0.88 0.88 0.88 991 903 360 716 615 0 4.1 6.8 6.9 2.2 100 774 3.5 3.3 100 53 372 953 Direction, Lane # EB 1 . EB 2 EB 3 NB 1 NB 2 NB 3 Volume Total 326 326 339 149 149 149 Volume Left 0 0 0 0 0 0 Volume Right 0 0 176 149 149 149 cSH 1700 1700 1700 953 953 953 Volume to Capacity 0.19 0.19 0.20 0.16 0.16 0.16 Queue Length 95th (ft) 0 0 0 14 14 14 Control Delay (s) 0.0 0.0 0.0 9.5 9.5 9.5 Lane LOS A A A Approach Delay (s) 0.0 9.5 Approach LOS A Intersection Summary ` Average Delay Intersection Capacity Utilization Analysis Period (min) ,,. �,. 2.9 34.3% 15 ICU Level of Service G:\043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARK\PM_Future.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 2/26/2007 APPENDIX F: Volume Development Worksheets VOLUME DEVELOPMENT SHEET SE 3rd Avenue & SE 2nd Street AM PEAK HOUR Description Left SE 3rd Avenue Southbound Right Left SE 2nd Street Westbound Right Left SE 3rd Avenue Northbound Right Left SE 2nd Street Eastbound Right Through Through Through Through 2006 Existing Traffic 0 8 67 35 989 102 530 313 0 0 0 0 Peak Season Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2006 Volume Conversion 0 8 67 35 989 102 530 313 0 0 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5 % 0.5% 0.5% Background Growth 0 0 2 1 35 4 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 N 00 a 0 0 0 0 0 0 0 0 0 0 01V 00 0 0 0 Committed Projects DuPont Towers (DuPont Plaza) 0 0 0 0 0 0 0 0 0 Everglades on the Bay 0 0 0 0 0 0 0 0 0 Lynx Downtown 0 0 0 0 0 0 0 0 0 Metropolitan Miami -Met 3 0 0 0 0 0 0 0 0 0 Miami Dade a Community College Parking Garage 0 0 0 0 0 0 0 0 0 One Miami (Parcel A) 0 0 0 0 0 0 0 0 0 Park Suites at 50 Biscayne 0 0 0 0 0 0 0 0 0 River Front East (Miami River Village) 0 0 0 0 0 0 0 0 0 River Front West (Miami River Village 0 0 0 0 0 0 0 0 0 The Loft Downtown (The Loft 2) 0 0 0 0 0 0 0 0 0 2013 Background Traffic 0 8 69 36 1024 106 0 0 0 Project Traffic 0 0 0 0 207 0 0 0 0 Pass -By Traffic 0 0 0 0 0 0 0 0 0 2013 Total Traffic 0 8 69 36 1231 106 549 324 0 0 0 0 VOLUME DEVELOPMENT SHEET Biscayne Boulevard & SE 2nd Street AM PEAK HOUR Description Biscayne Left Boulevard Southbound Right Left SE 2nd Street Westbound Right Biscayne Left Boulevard Northbound Right Left SE 2nd Street Eastbound Right Through Through Through Through 2006 Existing Traffic 0 0 916 0 0 0 415 0 0 0 0 0 Peak Season Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2006 Volume Conversion 0 0 916 0 0 0 415 0 0 0 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5 Background Growth ON el 0000000000 a 0 0 0000000000 0 0 0 0 0000000000 0 0 o 0 0000000000 0 00 0 0000000000 0 00 0 0000000000 0 00 I J 15 0 0 0 0 0 Committed Projects DuPont Towers (DuPont Plaza) 0 0 0 0 0 0 Everglades on the Bay 0 0 0 0 0 0 Lynx Downtown 0 0 0 0 0 0 Metropolitan Miami -Met 3 0 0 0 0 0 0 Miami Dade a Community College Parking Garage 0 0 0 0 0 0 One Miami (Parcel A) 0 0 0 0 0 0 Park Suites at 50 Biscayne 0 0 0 0 0 0 River Front East (Miami River Village) 0 0, 0 0 0 0 River Front West (Miami River Village 0 0 0 0 0 0 The Loft Downtown (The Loft 2) 0 0 0 0 0 0 2013 Background Traffic 430 0 0 0 0 0 Project Traffic 339 0 0 0 0 0 Pass -By Traffic 0 0 0 0 0 0 2013 Total Traffic 0 0 1259 0 0 0 769 0 0 0 0 0 VOLUME DEVELOPMENT SHEET Biscayne Boulevard (Northbound) & SE 1st Street AM PEAK HOUR Biscayne Description Boulevard Left (Northboun South bound Right ) Left SE 1st Street Westbound Right Biscayne Boulevard Left (Northbound Northbound Right Left SE 1st Street Eastbound Right' Through Through Through Through 2006 Existing Traffic 0 0 0 0 0 0 0 809 0 428 0 39 Peak Season Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2006 Volume Conversion 0 0 0 0 0 0 0 809 0 428 0 39 Annual Growth Rate 0.5% 0.5% 0.5 % 0.5% 0.5% 0.5% 0.5 % 0.5% 0.5% 0.5% 0.5% 0.5% Background Growth O 0000000000 0 00 0 0000000000 0 00 0 0000000000 0 00 0 0 0 00000000.o 0 0 0 0000000000 0 CO O O O 0 0 0 0 0 0 0 0 0 0 2 00 o 0 0 0 0 0 0 0 0 0 0 0 CO ; 00 0 0000000000 0 00 c 0000000000 Committed Projects DuPont Towers (DuPont Plaza) 0 0 0 Everglades on the Bay 0 0 0 Lynx Downtown 0 0 0 Metropolitan Miami -Met 3 0 0 0 Miami Dade a Community College Parking Garage 0 0 0 One Miami (Parcel A) 0 0 0 Park Suites at 50 Biscayne 0 0 0 River Front East (Miami River Village) 0 0 0 River Front West (Miami River Village 0 0 -0 The Loft Downtown (The Loft 2) 0 0 0 2013 Background Traffic 0 0 0 Project Traffic 0 0 0 Pass -By Traffic 0 0 0 2013 Total Traffic 0 0 0 0 0 0 0 838 0 511 0 40 Please note that this movement occurs prior to the signalized intersection VOLUME DEVELOPMENT SHEET Biscayne Boulevard (Southbound) & SE 1st Street AM PEAK HOUR Biscayne Description Boulevard Left (Southbound) Southbound Right Left SE 1st Street Westbound Right Biscayne Boulevard Left (Southbound Northbound Right Left SE 1st Street Eastbound Right Through Through Through Through 2006 Existing Traffic 70 913 0 0 0 0 0 0 0 0 413 176 Peak Season Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2006 Volume Conversion 70 913 0 0 0 0 0 0 0 0 413 176 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Background Growth i 00 I. 0 0 0 0 0 0 0 0 0 0 J 0 N N 0 0 0 0 0 0 0 0 0 0 N 00 0 O O O O 0 O 0 O O O 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 15 6 Committed Projects DuPont Towers (DuPont Plaza) 0 0 0 0 0 0 Everglades on the Bay 0 0 0 0 0 0 Lynx Downtown 0 0 0 0 0 0 Metropolitan Miami -Met 3 0 0 0 0 0 0 Miami Dade a Community College Parking Garage 0 0 0 0 0 0 One Miami (Parcel A) 0 0 0 0 0 0 Park Suites at 50 Biscayne 0 0 0 0 0 0 River Front East (Miami River Village) 0 0 0 0 0 0 River Front West (Miami River Village 0 0 0 0 0 0 The Loft Downtown (The Loft 2) 0 0 0 0 0 0 2013 Background Traffic 0 0 0 0 428 182 Project Traffic 0 0 0 0 68 28 Pass -By Traffic 0 0 0 0 0 0 2013 Total Traffic 72 1227 0 0 0 0 0 0 0 0 496 210 PEAK HOUR DETERMINATION STUDY AREA INTERSECTION TOTALS Description 7:00 7:15 7:30 AM Peak Hour 7:45 8:00 8:15 8:30 8:45 SE 2nd Street & SE 3rd Avenue 282 279 316 423 484 513 537 510 SE 2nd Street & Biscayne Boulevard 156 227 242 293 319 326 375 311 SE 1st Street & Biscayne Boulevard (Northbound) 257 245 253 354 329 300 317 330 SE 1st Street & Biscayne Boulevard (Southbound) 229 240 263 352 345 365 451 411 SE 1st Street & SE 3rd Avenue 157 170 191 259 231 285 292 308 Totals 1081 1161 1265 1681 1708 1789 1972 1870 5188 5815 6443 7150 7339 g.•1043103000-one bayfront plazalcalcs1(anc_02_23_07.x1sJpeak hour (am) 2/27/200711:58 � —� Kimley-Horn and Associates, Inc. Copyright 02004, Kimley-Horn and Associates, Inc. Peak Hour 8:00 AM-9:00 AM P.M. Peak Hour VOLUME DEVELOPMENT SHEET SE 3rd Avenue & SE 2nd Street PM PEAK HOUR Description Left SE 3rd Avenue Southbound Right Left SE 2nd Street Westbound Right Left SE 3rd Avenue Northbound Right l Left SE 2nd Street Eastbound Right Through Through Through Through 2006 Existing Traffic 0 15 104 26 1751 77 529 146 0 0 0 0 Peak Season Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2006 Volume Conversion 0 15 104 26 1751 77 529 146 0 0 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Background Growth o 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 1 62 3 19 5 0 0 0 0 0 0 0 0 0 0 0 a 0 00 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 00 Committed Projects DuPont Towers (DuPont Plaza) 0 0 0 0 0 0 Everglades on the Bay 0 131 42 0 0 0 Lynx Downtown 0 0 0 0 0 0 Metropolitan Miami -Met 3 0 354 12 165 64 0 Miami Dade a Community College Parking Garage 0 0 0 0 0 0 One Miami (Parcel A) 0 57 0 0 0 0 Park Suites at 50 Biscayne 0 0 0 0 0 0 River Front East (Miami River Village) 0 0 0 0 0 0 River Front West (Miami River Village 0 0 0 0 0 0 The Loft Downtown (The Loft 2) 0 0 0 0 0 0 2013 Background Traffic 27 2355 134 713 215 0 Project Traffic 0 878 0 0 0 0 Pass -By Traffic 0 0 0 0 0 0 2013 Total Traffic 0 16 108 27 3233 134 713 215 0 0 0 0 VOLUME DEVELOPMENT SHEET Biscayne Boulevard & SE 2nd Street PM PEAK HOUR Description Biscayne Left Boulevard Southbound Right Left SE 2nd Street Westbound Right Biscayne Left Boulevard Northbound Right Left SE 2nd Street Eastbound Right Through Through Through Through 2006 Existing Traffic Peak Season Factor 2006 Volume Conversion Annual Growth Rate Background Growth i Committed Projects DuPont Towers (DuPont Plaza) Everglades on the Bay Lynx Downtown Metropolitan Miami -Met 3 Miami Dade a Community College Parking Garage One Miami (Parcel A) Park Suites at 50 Biscayne River Front East (Miami River Village) River Front West (Miami River Village The Loft Downtown (The Loft 2) 2013 Background Traffic Project Traffic Pass -By Traffic 2013 Total Traffic 0 1.00 0 1.00 1052 1.00 0 1.00 0 1.00 0 1.00 391 1.00 0 1.00 0 1.00 0 1.00 0 1.00 0 1.00 0 0 1052 0 0 0 391 0 0 0 0 0 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% N M N o o N o „,� 0 0 0 o ti o o 1 N 0 0000000000 0 00 I0 0000000000 0 00 0 0000000000 0 00 0 0000000000 0 00 0 0000000000 0 00 0 0000000000 0 00 0 0000000000 0 0 0 vo 0 o.Q000 0 0 00 Q 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0000000000 0 00 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 1389 0 0 0 1015 0 0 0 0 0 VOLUME DEVELOPMENT SHEET Biscayne Boulevard (Northbound) & SE 1st Street PM PEAK HOUR Biscayne Description Boulevard Left (Northbound) Southbound Right Left SE 1st Street Westbound Right Biscayne Boulevard Left (Northbound Northbound Right Left SE 1st Street Eastbound Right* Through Through Through Through 2006 Existing Traffic 0 0 0 0 0 0 0 1325 0 871 0 41 Peak Season Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2006 Volume Conversion 0 0 0 0 0 0 0 1325 0 871 0 41 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Background Growth o 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N C 0 0 0 0 0 0 0 0 0 0 d 0 0 O .000000000 0 00 31 0 1 Committed Projects DuPont Towers (DuPont Plaza) 0 0 0 Everglades on the Bay 0 0 0 Lynx Downtown 0 0 0 Metropolitan Miami -Met 3 0 0 0 Miami Dade a Community College Parking Garage 0 0 0 One Miami (Parcel A) 0 0 0 Park Suites at 50 Biscayne 0 0 0 River Front East (Miami River Village) 0 0 0 River Front West (Miami River Village 0 0 0 The Loft Downtown (The Loft 2) 0 0 0 2013 Background Traffic 902 0 42 Project Traffic 293 0 0 Pass -By Traffic 0 0 0 2013 Total Traffic 0 0 0 0 0 0 0 1435 0 1195 0 42 Please note that this movement occurs prior to the signalized intersection VOLUME DEVELOPMENT SHEET Biscayne Boulevard (Southbound) & SE 1st Street PM PEAK HOUR Biscayne Description Boulevard Left (Southbound) Southbound Right Left SE 1st Street Westbound Right Biscayne Boulevard Left (Southbound Northbound Right Left SE ist Street Eastbound Right Through Through Through Through 2006 Existing Traffic Peak Season Factor 2006 Volume Conversion Annual Growth Rate Background Growth Committed Projects DuPont Towers (DuPont Plaza) Everglades on the Bay Lynx Downtown Metropolitan Miami -Met 3 Miami Dade a Community College Parking Garage One Miami (Parcel A) Park Suites at 50 Biscayne River Front East (Miami River Village) River Front West (Miami River Village The Loft Downtown (The Loft 2) 2013 Background Traffic Project Traffic Pass -By Traffic 2013 Total Traffic 99 1.00 862 1.00 0 1.00 0 1.00 0 1.00 0 1.00 0 1.00 0 1.00 0 1.00 0 1.00 795 1.00 398 1.00 99 862 0 0 0 0 0 0 0 0 795 398 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0 5% 0.5% 00 O 0000000000 A Q 00 0000000000 .. 00 O 0000000,000 O 00 0 0000000000 0 00 0 0000000000 0 00 O 0000000000 O O 0000000000 O 00 0 0000000000 0 00 O 0000000000 O 00 0000000000 - ~ O O-- 00 N 0000000000 N 00i O 0 0000000000 0 00 103 983 0 0 0 0 0 0 0 0 1116 529 PEAK HOUR DETERMINATION STUDY AREA INTERSECTION TOTALS Description 16:00 16:15 16:30 PM Peak Hour 16:45 17:00 17:15 17:30 17:45 SE 2nd Street & SE 3rd Avenue 500 550 425 662 656 642 678 672 SE 2nd Street & Biscayne Boulevard 325 302 239 311 333 360 369 381 SE 1st Street & Biscayne Boulevard (Northbound) 364 326 391 515 530 603 563 541 SE 1st Street & Biscayne Boulevard (Souhbound) 426 401 431 508 539 528 526 561 SE 1st Street & SE 3rd Avenue 163 160 185 219 198 212 228 208 Totals 1778 1739 1671 2215 2256 2345 2364 2363 7403 7881 8487 9180 9328 g:1043103000.one bayfront plazakwlcs\[tmc_02_2307.xls1penk hour (pm) 2/27/2007 11:58 � _� rn Kim ley-Hom and Associates, Inc. Copyright 0 2004, Kindey-Horn and Associates, Inc. Peak Hour 5:00 PM-6:00 PM APPENDIX G: A.M and P.M Trip Generation Tables AM PEAK HOUR TRIP GENERATION COMPARISON EXISTING AM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS VOLUMES INTERNAL CAPTURE EXTERNAL TRIPS PASS -BY CAPTURE NET NEW EXTERNAL TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 1 1 General Office Building 7 710 261.264 ksf 88% 12% 356 48 404 1.0% 4 354 46 400 0.0% 0 354 46 400 2 Shopping Center 7 820 78.942 ksf 61% 39% 83 53 136 2.9% 4 81 51 132 41.7% 56 53 23 76 3 4 5 6 7 8 9 10 11 12 13 14 15 Total: 439 101 540 1.5% 8 435 97 532 10.5% 56 407 69 476 PROPOSED AM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS VOLUMES INTERNAL CAPTURE EXTERNAL TRIPS PASS -BY CAPTURE NET NEW EXTERNAL TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 2 1 General Office Building 7 710 2125 ksf 88% 12% 1,903 260 2.163 0.8% 18 1,894 251 2,145 0.0% 0 1,894 251 2,145 2 Shopping Center 7 820 112 ksf 61% 39% 102 66 168 22.0% 37 80 51 131 37.6% 50 55 26 81 3 Recreational CommunityCenter 7 495 120 ksf 61% 39% 118 76 194 0.0% 0 118 76 194 0.0% 0 118 76 194 4 Hotel 7 310 850 room 61% 39% 354 227 581 8.1% 47 334 200 534 0.0% 0 334 200 534 5 6 7 8 9 10 11 12 13 14 15 Total: 2,477 629 3.106 3.3% 102 2,426 578 3,004 1.7% 50 2,401 553 2,954 G:1043103000-One Bayfront Plaza\Calcs\tripgen7 am2.xls: PRINT -PEAK HOUR 2/26/2007,5:24 PM PM PEAK HOUR TRIP GENERATION COMPARISON EXISTING PM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS VOLUMES INTERNAL CAPTURE EXTERNAL TRIPS PASS -BY CAPTURE NET NEW EXTERNAL TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 1 1 General Office Building 7 710 261.264 ksf 17% 83% 63 308 371 3.5% 13 55 303 358 0.0% 0 55 303 358 2 Shopping Center 7 820 78.942 ksf 48% 52% 257 279 536 2.4% 13 252 271 523 41.7% 218 143 162 305 3 4 5 6 7 8 9 10 11 12 13 14 15 Total: 320 587 907 2.9% 26 307 574 881 24.7% 218 198 465 663 PROPOSED PM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS VOLUMES INTERNAL CAPTURE EXTERNAL TRIPS PASS -BY CAPTURE NET NEW EXTERNAL TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 2 1 General Office Building 7 710 2125 ksf 17% 83% 418 2,041 2,459 1.2% 29 400 2,030 2,430 0.0% 0 400 2,030 2,430 2 Shopping Center 7 820 112 ksf 48% 52% 324 351 675 17.3% 117 271 287 558 37.6% 210 166 182 348 3 Recreational Community Center 7 495 120 ksf 29% 71% 57 140 197 0.0% 0 57 140 197 0.0% 0 57 140 197 4 Hotel 7 310 850 room 53% 47% 266 236 502 22.3% 112 208 182 390 0.0% 0 208 182 390 5 6 7 8 9 10 11 12 13 14 15 Total: 1,065 2,768 3,833 6.7% 258 936 2,639 3,575 5.9% 210 831 2,534 3,365 G:\043103000-One Bayfront Plaza\Calcs\tripgen7 pm2.xls: PRINT -PEAK HOUR 2/26/2007,5:25 PM APPENDIX H: Cardinal Trip Distribution Miami -Dade Interim 2005 Cost Feasible Plan ORIGIN ZONE DIRECTIONAL DISTRIBUTION SUMMARY CARDINAL DIRECTIONS I TOTAL I NNE ENE ESE SSE SSW WSW WNW NNW -6541 TRIPS 1488 633 261 114 1699 3708 3341 3034 14278 PERCENT 10.42 4.43 1.83 0.80 11.90 25.97 23.40 21.25 542 TRIPS 122 71 30 29 113 328 296 268 1257 PERCENT 9.71 5.65 2.39 2.31 8.99 26.09 23.55 21.32 543 TRIPS 172 86 39 81 141 364 300 291 1474 PERCENT 11.67 5.83 2.65 5.50 9.57 24.69 20.35 19.74 544 TRIPS 696 313 227 311 443 1457 1209 1161 5817 PERCENT 11.96 5.38 3.90 5.35 7.62 25.05 20.78 19.96 545 TRIPS 203 120 87 125 124 409 375 340 1783 PERCENT 11.39 6.73 4.88 7.01 6.95 22.94 21.03 19.07 546 TRIPS 506 235 228 201 234 810 670 644 3528 PERCENT 14.34 6.66 6.46 5.70 6.63 22.96 18.99 18.25 547 TRIPS 131 73 74 40 71 198 156 180 923 PERCENT 14.19 7.91 8.02 4.33 7.69 21.45 16.90 19.50 548 TRIPS 981 556 447 346 541 1657 1278 1574 7380 PERCENT 13.29 7.53 6.06 4.69 7.33 22.45 17.32 21.33 549 TRIPS 1416 807 426 499 599 2436 1903 2217 10303 PERCENT 13.74 7.83 4.13 4.84 5.81 23.64 18.47 21.52 550 TRIPS 199 89 64 74 96 377 334 337 1570 PERCENT 12.68 5.67 4.08 4.71 6.11 24.01 21.27 21.46 551 TRIPS 1020 605 468 549 495 2008 1789 1611 8545 PERCENT 11.94 7.08 5.48 6.42 5.79 23.50 20.94 18.85 552 TRIPS 489 197 188 244 289 1050 900 876 4233 PERCENT 11.55 4.65 4.44 5.76 6.83 24.81 21.26 20.69 553 TRIPS 299 137 68 131 177 618 548 568 2546 PERCENT 11.74 5.38 2.67 5.15 6.95 24.27 21.52 22.31 554 TRIPS 921 501 236 290 534 1817 1699 1782 7780 PERCENT _11.84 6.44 3.03 3.73 6.86 23.35 21.84 22.90 555 TRIPS 1424 540 217 99 1320 3070 3005 2645 12320 PERCENT 11.56 4.38 1.76 0.80 10.71 24.92 24.39 21.47 - 37 - 1/18/05 APPENDIX I: Future Conditions (2013 Without Project) SYNCHRO 6.0 Outputs A.M. Peak Hour HCM Signalized Intersection Capacity Analysis 2013 AM Peak Hour 6: SE 2nd Street & SE 3rd Avenue Background Traffic Conditions Movement Lane Configurations Ideal Flow (vphpl) 1900 Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Volume (vph) Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS fil***106 Bi r d EBB" 0 0 0 36 0.95 0.95 0.95 0.95 0 0 0 38 0 0 0 0 0 0 0 0 Perm 0.0 A -l• EBT , EBR . WBL >WBT WBR NBL NBT a'tttt+ 4+ 1900 1900 1900 1900 1900 1900 1900 4.0 4.0 0.81 0.95 0.99 1.00 1.00 0.97 7429 3431 1.00 0.74 7429 2622 1024 106 549 324 0.95 0.95 0.95 0.95 1078 112 578 341 21 0 0 0 1207 0 0 919 pm+pt 8 5 2 8 2 25.0 75.0 26.0 76.0 0.24 0.69 5.0 5.0 3.0 3.0 1756 1812 0.16 0.69 38.3 1.00 1.1 39.4 D 39.4 D c0.35 0.51 8.1 1.00 0.2 8.3 A 8.3 A 4/ NBR- SBL SBT SBR 1900 1900 1900 1900 4.0 1.00 0.88 1.00 1636 1.00 1636 0 0 8 69 0.95 0.95 0.95 0.95 0 0 8 73 0 0 17 0 0 0 64 0 6 75.0 76.0 0.69 5.0 3.0 1130 0.04 0.06 5.5 1.00 0.1 5.6 A 5.6 A HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 25.4 0.55 110.0 57.5% 15 HCM Level of Service Sum of lost time (s) ICU Level of Service 8.0 G:\043103000-One Bayfront Plaza\Revised_ Calcs\Synchro\AM_Background.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 1/25/2007 Timings 6: SE 2nd Street & SE 3rd Avenue 2013 AM Peak Hour Background Traffic Conditions Lane Group WBT NBL NBT SBT Lane Configurations vim 4+ T. Volume (vph) 1024 549 324 8 Turn Type pm+pt Protected Phases 8 5 2 6 Permitted Phases 2 Detector Phases 8 5 2 6 Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 21.0 8.0 21.0 21.0 Total Split (s) 47.0 13.0 63.0 50.0 Total Split (%) 42.7% 11.8% 57.3% 45.5% Yellow Time (s) 4.0 3.0 4.0 4.0 All -Red Time (s) 1.0 0.0 1.0 1.0 Lead/Lag Lead Lag Lead -Lag Optimize? Recall Mode None None C-Max C-Max Act Effct Green (s) 26.0 Actuated g/C Ratio 0.24 v/c Ratio 0.69 Control Delay 37.6 Queue Delay 0.0 Total Delay 37.6 LOS D Approach Delay 37.6 Approach LOS D Ir;Isrsection Summary 76.0 0.69 0.52 10.1 0.0 10.1 B 10.1 B 76.0 0.69 0.07 3.0 0.0 3.0 A 3.0 A Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Natural Cycle: 50 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.69 Intersection Signal Delay: 25.0 Intersection Capacity Utilization 57.5% Analysis Period (min) 15 Intersection LOS: C ICU Level of Service B Splits and Phases: 6: SE 2nd Street & SE 3rd Avenue t 02 05 06 4-- 08 ii screic f G:\043103000-One Bayfront Plaza\Revised_ Calcs\Synchro\AM_Background.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 1/25/2007 HCM Signalized Intersection Capacity Analysis 2013 AM Peak Hour 4: SE 2nd Street & Biscayne Blvd Background Traffic Conditions Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations rrrr Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 Lane Util. Factor 0.97 0.64 Frt 1.00 0.85 Flt Protected 0.95 1.00 Satd. Flow (prot) 3433 4053 Flt Permitted 0.95 1.00 Satd. Flow (perm) 3433 4053 Volume (vph) 0 0 0 0 0 0 430 0 0 0 0 949 Peak -hour factor, PHF 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Adj. Flow (vph) 0 0 0 0 0 0 483 0 0 0 0 1066 RTOR Reduction (vph) 0 0 0 0 0 0 192 0 0 0 0 71 Lane Group Flow (vph) 0 0 0 0 0 0 291 0 0 0 0 995 Turn Type Prot custom Protected Phases 5 Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) 0.0 Approach LOS A Ittiersec#lon sSun►�ary, 0.0 A 12.9 14.9 0.15 6.0 3.0 512 c0.08 0.57 39.6 1.00 1.4 41.0 D 41.0 2.1 A 6 75.1 77.1 0.77 6.0 3.0 3125 c0.25 0.32 3.5 0.52 0.3 2.1 A HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 14.2 0.36 100.0 35.5% 15 HCM Level of Service Sum of lost time (s) ICU Level of Service 8.0 A G:\043103000-One Bayfront Plaza\Calcs\Synchro\AM_Background.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 12/7/2006 Timings 4: SE 2nd Street & Biscayne Blvd 2013 AM Peak Hour Background Traffic Conditions Lane Group NBL SBR Lane Configurations "' rrrr Volume (vph) 430 949 Turn Type Prot custom Protected Phases 5 Permitted Phases 6 Detector Phases 5 6 Minimum Initial (s) 4.0 4.0 Minimum Split (s) 10.0 22.0 Total Split (s) 33.0 67.0 Total Split (%) 33.0% 67.0% Yellow Time (s) 4.0 4.0 All -Red Time (s) 2.0 2.0 Lead/Lag Lead Lag Lead -Lag Optimize? Recall Mode None C-Max Act Effct Green (s) 14.9 77.1 Actuated g/C Ratio 0.15 0.77 v/c Ratio 0.69 0.33 Control Delay 21.6 1.6 Queue Delay 0.0 0.0 Total Delay 21.6 1.7 LOS C A Approach Delay Approach LOS Intersection Summary, Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2: and 6:SBR, Start of Green Natural Cycle: 40 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.69 Intersection Signal Delay: 7.9 Intersection Capacity Utilization 35.5% Analysis Period (min) 15 Intersection LOS: A ICU Level of Service A Splits and Phases: 4: SE 2nd Street & Biscayne Blvd 4\ 05 06 G:\043103000-One Bayfront Plaza\Calcs\Synchro\AM_Background.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 12/7/2006 HCM Signalized Intersection Capacity Analysis 2013 AM Peak Hour 2: SE 1st Street & Biscayne Blvd (Northbound) Background Traffic Conditions Movement EBL EBR 4\ t NBL NBT SBT 4/ SBR Lane Configurations vivi) ttf t Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 Lane Util. Factor 0.94 0.86 Frt 1.00 1.00 Flt Protected 0.95 1.00 Satd. Flow (prot) 4990 6408 Flt Permitted 0.95 1.00 Satd. Flow (perm) 4990 6408 Volume (vph) 443 0 0 838 0 0 Peak -hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 457 0 0 864 0 0 RTOR Reduction (vph) 315 0 0 0 0 0 Lane Group Flow (vph) 142 0 0 864 0 0 Turn Type Protected Phases 5 1 Permitted Phases Actuated Green, G (s) 31.0 61.0 Effective Green, g (s) 31.0 61.0 Actuated g/C Ratio 0.31 0.61 Clearance Time (s) 4.0 4.0 Lane Grp Cap (vph) 1547 3909 v/s Ratio Prot c0.03 c0.13 v/s Ratio Perm v/c Ratio 0.09 Uniform Delay, d1 24.5 Progression Factor 0.00 Incremental Delay, d2 0.1 Delay (s) 0.1 Level of Service A Approach Delay (s) 0.1 Approach LOS A ntersectbn,Summary 0.22 8.8 1.00 0.1 8.9 A 8.9 A 0.0 A HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 5.9 0.19 100.0 27.2% 15 HCM Level of Service Sum of lost time (s) ICU Level of Service 16.0 A G:\043103000-One Bayfront Plaza\Calcs\Synchro\AM_Background.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 12/7/2006 Timings 2: SE 1st Street & Biscayne Blvd (Northbound) 2013 AM Peak Hour Background Traffic Conditions f t Lane Group EBL NBT 03.. 04 07; Lane Configurations Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phases Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary`; Vi'fitttf 443 838 5 1 3 4 7 8 5 1 1.0 1.0 1.0 1.0 1.0 1.0 20.0 20.0 5.0 4.0 5.0 4.0 35.0 65.0 61.0 4.0 31.0 4.0 35.0% 65.0% 61% 4% 31% 4% 4.0 4.0 4.0 2.0 4.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 Lead Lag Lead Lag Yes Yes Max Max Max Max Max Max 31.0 61.0 0.31 0.61 0.24 0.22 0.3 9.0 0.0 0.0 0.3 9.0 A A 0.3 9.0 A A Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:, Start of Green Natural Cycle: 40 Control Type: Pretimed Maximum v/c Ratio: 0.51 Intersection Signal Delay: 6.0 Intersection Capacity Utilization 27.2% Analysis Period (min) 15 Intersection LOS: A ICU Level of Service A Splits and Phases: 2: SE 1st Street & Biscayne Blvd (Northbound) G:\043103000-One Bayfront Plaza\Calcs\Synchro\AM_Background.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 12/7/2006 HCM Signalized Intersection Capacity Analysis 2013 AM Peak Hour 1: SE 1st Street & Biscayne Blvd (Southbound) Background Traffic Conditions Movement Lane Configurations Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Volume (vph) Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) BBL 1900 0 0.87 0 0 0 4-- EBT EBR WBL `" WBT 1900 4.0 0.91 0.96 1.00 4858 1.00 4858 428 0.87 492 64 637 47 31.0 27.0 0.27 4/ WBR NBL NBT NBR ; "SBL:. SBT SBR 4111 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 4.0 0.86 1.00 1.00 6385 1.00 6385 1 82 0 0 0 0 0 0 72 945 0 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 209 0 0 0 0 0 0 83 1086 0 0 0 0 0 0 0 0 0 12 0 0 0 0 0 0 0 0 0 1157 0 custom 3 38 61.0 57.0 0.57 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Irt�tseaton Surimary HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 1312 c0.13 0.49 30.7 1.00 1.3 32.0 C 32.0 C 19.2 0.37 100.0 33.8% 15 0.0 A HCM Level of Service Sum of lost time (s) ICU Level of Service 0.0 A 16.0 A 3639 0.18 0.32 11.3 1.00 0.2 11.5 B 11.5 B G:\043103000-One Bayfront Plaza\Calcs\Synchro\AM_Background.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 12/7/2006 Timings 2013 AM Peak Hour 1: SE 1st Street & Biscayne Blvd (Southbound) Background Traffic Conditions Lane Group EBT SBT 01 03 04 r 5 07 08 Lane Configurations 4'44+ 4ttt Volume (vph) 428 945 Turn Type Protected Phases 4 7 3 8 1 3 4 5 7 8 Permitted Phases Detector Phases 4 7 3 8 Minimum Initial (s) 1.0 1.0 1.0 1.0 1.0 1.0 Minimum Split (s) 20.0 5.0 4.0 20.0 5.0 4.0 Total Split (s) 35.0 65.0 65.0 61.0 4.0 35.0 31.0 4.0 Total Split (%) 35.0% 65.0% 65% 61% 4% 35% 31 % 4% Yellow Time (s) 4.0 4.0 2.0 4.0 4.0 2.0 All -Red Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode Max Max Max Max Max Max Act Effct Green (s) 27.0 57.0 Actuated g/C Ratio 0.27 0.57 v/c Ratio 0.51 0.32 Control Delay 28.4 11.3 Queue Delay 0.0 0.0 Total Delay 28.4 11.3 LOS C B Approach Delay 28.4 11.3 Approach LOS C B Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:, Start of Green Natural Cycle: 40 Control Type: Pretimed Maximum v/c Ratio: 0.51 Intersection Signal Delay: 17.7 Intersection Capacity Utilization 33.8% Analysis Period (min) 15 Intersection LOS: B ICU Level of Service A Splits and Phases: 1: SE 1st Street & Biscayne Blvd (Southbound) #2 40411 ♦ 08 #1 #2 05 #1 ' 07 -]y L N9 i'. G:\043103000-One Bayfront Plaza\Calcs\Synchro\AM_Background.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 12/7/2006 HCM Signalized Intersection Capacity Analysis 2013 AM Peak Hour 5: SE 1st Street & SE 3rd Avenue Background Traffic Conditions Movement EBL EBT EBR VVBL WBT WBR NBL NBT NBR SBL . SBT SBR Lane Configurations 4114 rr Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 Lane Util. Factor 0.91 0.88 1.00 1.00 Frt 0.99 0.85 1.00 1.00 Flt Protected 1.00 1.00 0.95 1.00 Satd. Flow (prot) 5037 2787 1770 1863 Flt Permitted 1.00 1.00 0.95 1.00 Satd. Flow (perm) 5037 2787 1770 1863 Volume (vph) 0 611 41 0 0 0 0 0 431 51 22 0 Peak -hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 0 671 45 0 0 0 0 0 474 56 24 0 RTOR Reduction (vph) 0 15 0 0 0 0 0 0 174 16 0 0 Lane Group Flow (vph) 0 701 0 0 0 0 0 0 300 40 24 0 Turn Type custom pm+pt Protected Phases 4 1 6 Permitted Phases 2 6 Actuated Green, G (s) 16.4 55.9 63.6 63.6 Effective Green, g (s) 17.4 56.9 64.6 64.6 Actuated g/C Ratio 0.19 0.63 0.72 0.72 Clearance Time (s) 5.0 5.0 3.0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 974 1762 1270 1337 v/s Ratio Prot c0.14 c0.00 0.01 v/s Ratio Perm c0.11 0.02 v/c Ratio 0.72 0.17 0.03 0.02 Uniform Delay, d1 34.0 6.8 3.7 3.6 Progression Factor 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.6 0.2 0.0 0.0 Delay (s) 36.7 7.0 3.7 3.7 Level of Service D A A A Approach Delay (s) 36.7 0.0 7.0 3.7 Approach LOS D A A A lrtersec#ion $umna 111 HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 23.5 0.29 90.0 41.1% 15 HCM Level of Service Sum of lost time (s) ICU Level of Service 12.0 A G:\043103000-One Bayfront Plaza\Calcs\Synchro\AM_Background.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 12/7/2006 Timings 5: SE 1st Street & SE 3rd Avenue 2013 AM Peak Hour Background Traffic Conditions Lane Group EBT NBR SBL SgT Lane Configurations Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phases Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS fnters0cton ,$ummary + re' + 611 431 51 22 custom pm+pt 4 1 6 2 6 4 2 1 6 4.0 4.0 4.0 4.0 21.0 21.0 8.0 21.0 53.0 24.0 13.0 37.0 58.9% 26.7% 14.4% 41.1% 4.0 4.0 3.0 4.0 1.0 1.0 0.0 1.0 Lag Lead None C-Max None C-Max 17.4 0.19 0.72 33.0 0.0 33.0 C 33.0 C 57.5 0.64 0.24 0.5 0.2 0.7 A 64.6 0.72 0.04 1.5 0.0 1.5 A 64.6 0.72 0.02 4.5 0.0 4.5 A 2.4 A Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBR and 6:SBTL, Start of Green Natural Cycle: 50 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.72 Intersection Signal Delay: 19.0 Intersection Capacity Utilization 41.1% Analysis Period (min) 15 Intersection LOS: B ICU Level of Service A Splits and Phases: 5: SE 1st Street & SE 3rd Avenue m1 o2 04 �' h �,jl�, ��� .. 4P ry 1 � k g '2.4M �rF'.W . "iwzti .' gry5 A����I d ) ' '; ti �ls y sx.,z �. fi i5�+4 : &'„� YY 1,at t a �y�,c;- :§ **3, "A ����Y ;3r ti`.. �9r4±. JN �.n�?..j��';4I [54.s1 06 + G:\043103000-One Bayfront Plaza\Calcs\Synchro\AM_Background.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 12/7/2006 P.M. Peak Hour HCM Signalized Intersection Capacity Analysis 2013 PM Peak Hour (Splits Optimized) 6: SE 2nd Street & SE 3rd Avenue Background Traffic Conditions Movement BBL'; EBT EBR WBL. V BT WBR NBL, NBT F BR ' SBL SBT; : SB,R Lane Configurations 1'ttr'+ 4+ 1, Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 Lane Util. Factor 0.81 0.95 1.00 Frt 0.99 1.00 0.88 Flt Protected 1.00 0.96 1.00 Satd. Flow (prot) 7480 3408 1643 Flt Permitted 1.00 0.70 1.00 Satd. Flow (perm) 7480 2473 1643 Volume (vph) 0 0 0 27 2355 134 713 215 0 0 16 108 Peak -hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 0 0 0 28 2403 137 728 219 0 0 16 110 RTOR Reduction (vph) 0 0 0 0 10 0 0 0 0 0 4 0 Lane Group Flow (vph) 0 0 0 0 2558 0 0 947 0 0 122 0 Turn Type Perm pm+pt Protected Phases 8 5 2 6 Permitted Phases 8 2 Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm 0.34 v/c Ratio 0.83 Uniform Delay, d1 26.4 Progression Factor 0.95 Incremental Delay, d2 1.4 Delay (s) 26.6 Level of Service C Approach Delay (s) 0.0 26.6 Approach LOS A C 40.0 50.0 50.0 41.0 51.0 51.0 0.41 0.51 0.51 5.0 5.0 5.0 3.0 3.0 3.0 3067 1261 838 0.07 c0.38 1.25d1 19.5 1.00 2.6 22.0 C 22.0 C 0.15 13.0 0.76 0.4 10.2 B 10.2 B Irilerse tioksu 'tmary. HCM Average Control Delay 24.8 HCM Volume to Capacity ratio 0.79 Actuated Cycle Length (s) 100.0 Sum of lost time (s) Intersection Capacity Utilization 86.4% ICU Level of Service Analysis Period (min) 15 dl Defacto Left Lane. Recode with 1 though lane as a left lane. c Critical Lane Group HCM Level of Service 8.0 G:\043103000-One Bayfront Plaza\Revised_ Calcs\Synchro\PM_Background_SplitsOptimizedsy7.sy7 Synchro 6 Report 1/25/2007 Kimley-Horn and Associates, Inc. Timings 2013 PM Peak Hour (Splits Optimized) 6: SE 2nd Street & SE 3rd Avenue Background Traffic Conditions 4- 4 I Lane Group WBT NBL. NBT BBT Lane Configurations tfff 4+ T. Volume (vph) 2355 713 215 16 Turn Type pm+pt Protected Phases 8 5 2 6 Permitted Phases 2 Detector Phases 8 5 2 6 Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 21.0 8.0 21.0 21.0 Total Split (s) 45.0 8.0 55.0 47.0 Total Split (%) 45.0% 8.0% 55.0% 47.0% Yellow Time (s) 4.0 3.0 4.0 4.0 All -Red Time (s) 1.0 0.0 1.0 1.0 Lead/Lag Lead Lag Lead -Lag Optimize? Recall Mode None None C-Max C-Max Act Effct Green (s) 41.0 Actuated g/C Ratio 0.41 v/c Ratio 0.84 Control Delay 27.1 Queue Delay 0.0 Total Delay 27.1 LOS C Approach Delay 27.1 Approach LOS C Intersection Summer 51.0 0.51 1.25dI 25.6 0.0 25.6 C 25.6 C 51.0 0.51 0.15 9.6 0.0 9.6 A 9.6 A Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Natural Cycle: 55 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay: 26.1 Intersection Capacity Utilization 86.4% Analysis Period (min) 15 dl Defacto Left Lane. Recode with 1 though lane as a left lane. Intersection LOS: C ICU Level of Service E Splits and Phases: 6: SE 2nd Street & SE 3rd Avenue m2 qfi 4\ 05 $ o0 1- 08 WI + F'y'3 a ' "' u <i . a "�fi f it p7 y EgfilE 'M' `' . zw. Sii G:\043103000-One Bayfront Plaza\Revised_ Calcs\Synchro\PM_Background_SplitsOptimizedsy7.sy7 Synchro 6 Report 1/25/2007 Kimley-Horn and Associates, Inc. HCM Signalized Intersection Capacity Analysis 2013 PM Peak Hour (Splits Optimized) 4: SE 2nd Street & Biscayne Blvd Background Traffic Conditions f 4\ t Moverrent EBL EBt EBR NBL , „ NBT . NBR' SBL. SBT' ;SBR Lane Configurations rrrr Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 Lane Util. Factor 0.97 0.64 Frt 1.00 0.85 Flt Protected 0.95 1.00 Satd. Flow (prot) 3433 4053 Fit Permitted 0.95 1.00 Satd. Flow (perm) 3433 4053 Volume (vph) 0 0 0 0 0 0 908 0 0 0 0 1182 Peak -hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 0 0 0 0 0 0 956 0 0 0 0 1244 RTOR Reduction (vph) 0 0 0 0 0 0 36 0 0 0 0 73 Lane Group Flow (vph) 0 0 0 0 0 0 920 0 0 0 0 1171 Turn Type Prot custom Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, di Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) 0.0 0.0 Approach LOS A A �� N > v� » � Ya .u= tix trrt 8'+ �-i� fa tun- � a� -'q�2 e 7 Y A x 7 Yc r 0411 n Bui m d �:; . ,t F, ti �w , F zl ,>:.,k ' _E .. P k: HCM Average Control Delay 19.5 HCM Level of Service HCM Volume to Capacity ratio 0.61 Actuated Cycle Length (s) 100.0 Sum of lost time (s) Intersection Capacity Utilization 53.2% ICU Level of Service Analysis Period (min) 15 c Critical Lane Group WBL ,. WBT , WBR 5 6 31.9 56.1 33.9 58.1 0.34 0.58 6.0 6.0 3.0 3.0 1164 2355 c0.27 0.79 29.8 1.00 3.7 33.6 C 33.6 8.7 C A 8.0 A c0.29 0.50 12.3 0.65 0.7 8.7 A G:\043103000-One Bayfront Plaza\Revised_ Calcs\Synchro\PM_Background_SplitsOptimizedsy7.sy7 Synchro 6 Report 1/25/2007 Kimley-Horn and Associates, Inc. Timings 2013 PM Peak Hour (Splits Optimized) 4: SE 2nd Street & Biscayne Blvd Background Traffic Conditions 4 4/ Lane Group NBL SBR Lane Configurations rrrr Volume (vph) 908 1182 Turn Type Prot custom Protected Phases 5 Permitted Phases 6 Detector Phases 5 6 Minimum Initial (s) 4.0 4.0 Minimum Split (s) 10.0 22.0 Total Split (s) 50.0 50.0 Total Split (%) 50.0% 50.0% Yellow Time (s) 4.0 4.0 All -Red Time (s) 2.0 2.0 Lead/Lag Lead Lag Lead -Lag Optimize? Recall Mode None C-Max Act Effct Green (s) 33.9 58.1 Actuated g/C Ratio 0.34 0.58 v/c Ratio 0.80 0.51 Control Delay 29.2 8.1 Queue Delay 0.0 0.1 Total Delay 29.2 8.2 LOS C A Approach Delay Approach LOS Oftilaktkinf 3N'k�.tKSi Si�pRff4 S.: Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2: and 6:SBR, Start of Green Natural Cycle: 45 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.80 Intersection Signal Delay: 17.3 Intersection Capacity Utilization 532% Analysis Period (min) 15 Intersection LOS: B ICU Level of Service A Splits and Phases: 4: SE 2nd Street & Biscayne Blvd G:\043103000-One Bayfront Plaza\Revised_ Calcs\Synchro\PM_Background_SplitsOptimizedsy7.sy7 Synchro 6 Report 1/25/2007 Kimley-Horn and Associates, Inc. HCM Signalized Intersection Capacity Analysis 2013 PM Peak Hour 2: SE 1st Street & Biscayne Blvd (Northbound) Background Traffic Conditions f 4 l 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations ")" Mt Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 Lane Util. Factor 0.94 0.86 Frt 1.00 1.00 Flt Protected 0.95 1.00 Satd. Flow (prot) 4990 6408 Flt Permitted 0.95 1.00 Satd. Flow (perm) 4990 6408 Volume (vph) 902 0 0 1435 0 0 Peak -hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 970 0 0 1543 0 0 RTOR Reduction (vph) 75 0 0 0 0 0 Lane Group Flow (vph) 895 0 0 1543 0 0 Turn Type Protected Phases 5 1 Permitted Phases Actuated Green, G (s) 30.0 62.0 Effective Green, g (s) 30.0 62.0 Actuated g/C Ratio 0.30 0.62 Clearance Time (s) 4.0 4.0 Lane Grp Cap (vph) 1497 3973 v/s Ratio Prot c0.18 c0.24 v/s Ratio Perm v/c Ratio 0.60 Uniform Delay, d1 29.9 Progression Factor 0.20 Incremental Delay, d2 0.9 Delay (s) 6.9 Level of Service A Approach Delay (s) 6.9 Approach LOS A Int0rsect on Summary 0.39 9.5 1.00 0.3 9.8 A 9.8 A 0.0 A HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 8.7 0.47 100.0 44.6% 15 HCM Level of Service Sum of lost time (s) ICU Level of Service 16.0 A G:\043103000-One Bayfront Plaza\Calcs\Synchro\PM_Background.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 12/7/2006 Timings 2: SE 1st Street & Biscayne Blvd (Northbound) 2013 PM Peak Hour Background Traffic Conditions Lane Group EBL NBT 04 07 Lane Configurations Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phases Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS ,{,ntersection Summary '"'M 1111 902 1435 5 1 3 4 7 8 5 1 1.0 1.0 1.0 1.0 1.0 1.0 20.0 20.0 5.0 4.0 5.0 4.0 34.0 66.0 62.0 4.0 30.0 4.0 34.0% 66.0% 62% 4% 30% 4% 4.0 4.0 4.0 2.0 4.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 Lead Lag Lead Lag Yes Yes Max Max Max Max Max Max 30.0 62.0 0.30 0.62 0.62 0.39 6.3 9.9 0.0 0.0 6.3 9.9 A A 6.3 9.9 A A Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:, Start of Green Natural Cycle: 40 Control Type: Pretimed Maximum v/c Ratio: 0.96 Intersection Signal Delay: 8.5 Intersection Capacity Utilization 44.6% Analysis Period (min) 15 Intersection LOS: A ICU Level of Service A Splits and Phases: 2: SE 1st Street & Biscayne Blvd (Northbound) #2 t m1 #2 m5 X` ,dY t Jy 3 .�n?�G �+ J��+�] Q Y Y''� 4 f n 1.l"iF'!� �iht )r�I��'z 'N 4�i,i &yF.sN Y< N:. 1'tnA{�>!i .lS �.�. Ff Y 3+Er ��A Y°"�.l .A"-Y,2 �'��9 .i1;9 . I� ,a{ ig tf. �,sl' ,., y. 'C`S,}S' Sty. Y N .. .9 ;S,: S., i�4"^{{i4a.k M��;�^:M'Ate°ti. MiF�".r:x ... # I j # 1 # 1 ,�{gyy.(�us�i�. }#u(,',a p5 }t�Ynk¢%h?%liYi � 'sak 5+ ey"+"�r5nh �" x .."Th.Y,ln^r1:�Mts�.p?,'}?'�.Ti".�.Y�:13kvn'.e.7 b l-' .., iH.,'.' �. 4, .,. 2iAld"IF"•' .. nth-tt� r.".Y....� .. �' . 43.i' G:\043103000-One Bayfront Plaza\Calcs\Synchro\PM_Background.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 12/7/2006 HCM Signalized Intersection Capacity Analysis 2013 PM Peak Hour 1: SE 1st Street & Biscayne Blvd (Southbound) Background Traffic Conditions --�► .,i 4-- Movement EBL EBT EBR WBL NBT NBR SBL Lane Configurations ttir Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 Lane Util. Factor 0.91 Frt 0.95 Flt Protected 1.00 Satd. Flow (prot) 4831 Flt Permitted 1.00 Satd. Flow (perm) 4831 Volume (vph) 0 823 Peak -hour factor, PHF 0.96 0.96 Adj. Flow (vph) 0 857 RTOR Reduction (vph) 0 90 Lane Group Flow (vph) 0 1196 Turn Type Protected Phases 4 7 Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) 30.0 26.0 0.26 41 WBT WBRNBL 412 0 0 0 0 0 0 103 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 429 0 0 0 0 0 0 107 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 custom 3 SBT SBR 4'ttt 1900 1900 4.0 0.86 1.00 0.99 6375 0.99 6375 893 0 0.96 0.96 930 0 5 0 1032 0 38 62.0 58.0 0.58 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Ii terer#ion Su%mmary.'' HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 1256 c0.25 0.95 36.4 1.00 16.2 52.7 D 52.7 D 34.0 0.49 100.0 46.3% 15 0.0 A HCM Level of Service Sum of lost time (s) ICU Level of Service 0.0 A 16.0 A 3698 0.16 0.28 10.5 1.00 0.2 10.7 B 10.7 B G:\043103000-One Bayfront Plaza\Calcs\Synchro\PM_Background.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 12/7/2006 Timings 2013 PM Peak Hour 1: SE 1st Street & Biscayne Blvd (Southbound) Background Traffic Conditions Lane Group EBT SBT1 r�3 04 05. 07 • 08 Lane Configurations ++1. 4fft Volume (vph) 823 893 Turn Type Protected Phases 4 7 3 8 1 3 4 5 7 8 Permitted Phases Detector Phases 4 7 3 8 Minimum Initial (s) 1.0 1.0 1.0 1.0 1.0 1.0 Minimum Split (s) 20.0 5.0 4.0 20.0 5.0 4.0 Total Split (s) 34.0 66.0 66.0 62.0 4.0 34.0 30.0 4.0 Total Split (%) 34.0% 66.0% 66% 62% 4% 34% 30% 4% Yellow Time (s) 4.0 4.0 2.0 4.0 4.0 2.0 All -Red Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode Max Max Max Max Max Max Act Effct Green (s) 26.0 58.0 Actuated g/C Ratio 0.26 0.58 v/c Ratio 0.96 0.28 Control Delay 49.6 10.6 Queue Delay 0.0 0.0 Total Delay 49.6 10.6 LOS D B Approach Delay 49.6 10.6 Approach LOS D B Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:, Start of Green Natural Cycle: 40 Control Type: Pretimed Maximum v/c Ratio: 0.96 Intersection Signal Delay: 32.2 Intersection Capacity Utilization 46.3% Analysis Period (min) 15 Intersection LOS: C ICU Level of Service A Splits and Phases: 1: SE 1st Street & Biscayne Blvd (Southbound) 142 0�1y-�, #2 05 ,yyt yy�, 66 s hb .Y 1. ^ t f ��., ,. w % � N' , iJ', ,F e}�, fF 'G F�i,'°�l i>��._ 6. }'1A ., -:i 4, yl3e 4t � 1t� 95�{ i' "� TiR ?`�� �, #1 1 08 #1 --10-+0. #1 07 ..... n• ,.� <., . _. 4`' <G:}$WGF. �y+Sta :li 1 G:\043103000-One Bayfront Plaza\Calcs\Synchro\PM_Background.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 12/7/2006 HCM Signalized Intersection Capacity Analysis 2013 PM Peak Hour 5: SE 1st Street & SE 3rd Avenue Background Traffic Conditions -+.. '- t /4* Movement EBL EBT . EBR WBL WBT WBR; NBL NBT NBR SBL SBT SBR Lane Configurations +114 rir + Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 Lane Util. Factor 0.91 0.88 1.00 1.00 Frt 0.98 0.85 1.00 1.00 Flt Protected 1.00 1.00 0.95 1.00 Satd. Flow (prot) 4974 2787 1770 1863 Flt Permitted 1.00 1.00 0.95 1.00 Satd. Flow (perm) 4974 2787 1770 1863 Volume (vph) 0 479 82 0 0 0 0 0 358 30 45 0 Peak -hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 0 515 88 0 0 0 0 0 385 32 48 0 RTOR Reduction (vph) 0 49 0 0 0 0 0 0 115 7 0 0 Lane Group Flow (vph) 0 554 0 0 0 0 0 0 270 25 48 0 Turn Type custom pm+pt Protected Phases 4 1 6 Permitted Phases 2 6 Actuated Green, G (s) 14.3 69.2 75.7 75.7 Effective Green, g (s) 15.3 70.2 76.7 76.7 Actuated g/C Ratio 0.15 0.70 0.77 0.77 Clearance Time (s) 5.0 5.0 3.0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 761 1956 1358 1429 v/s Ratio Prot c0.11 0.00 c0.03 v/s Ratio Perm c0.10 0.01 v/c Ratio 0.73 0.14 0.02 0.03 Uniform Delay, d1 40.4 4.9 2.8 2.8 Progression Factor 1.00 1.00 1.00 1.00 Incremental Delay, d2 3.5 0.1 0.0 0.0 Delay (s) 43.9 5.0 2.8 2.8 Level of Service D A A A Approach Delay (s) 43.9 0.0 5.0 2.8 Approach LOS D A A A intersection summary. HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 26.8 0.24 100.0 36.9% 15 HCM Level of Service Sum of lost time (s) ICU Level of Service 12.0 A G:\043103000-One Bayfront Plaza\Calcs\Synchro\PM_Background.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 12/7/2006 Timings 2013 PM Peak Hour 5: SE 1st Street & SE 3rd Avenue Background Traffic Conditions Lane Group Lane Configurations Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phases Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS I,nterseetion Summary EBT NBR SBL SBT 479 358 30 45 custom pm+pt 4 1 6 2 6 4 2 1 6 4.0 4.0 4.0 4.0 21.0 21.0 8.0 21.0 63.0 24.0 13.0 37.0 63.0% 24.0% 13.0% 37.0% 4.0 4.0 3.0 4.0 1.0 1.0 0.0 1.0 Lag Lead None 15.3 0.15 0.74 36.3 0.0 36.3 D 36.3 D C-Max 71.4 0.71 0.17 0.1 0.0 0.1 A None 76.7 0.77 0.02 1.3 0.0 1.3 A C-Max 76.7 0.77 0.03 3.4 0.0 3.4 A 2.5 A Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBR and 6:SBTL, Start of Green Natural Cycle: 50 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay: 20.7 Intersection Capacity Utilization 36.9°I0 Analysis Period (min) 15 Intersection LOS: C ICU Level of Service A Splits and Phases: 5: SE 1st Street & SE 3rd Avenue 01 02 -0.' 04 24 SOW) 06 G:\043103000-One Bayfront Plaza\Calcs\Synchro\PM_Background.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 12/7/2006 APPENDIX J: Future Conditions (2013 With Project) SYNCHRO 6.0 Outputs A.M. Peak Hour HCM Signalized Intersection Capacity Analysis 2013 AM Peak Hour 6: SE 2nd Street & SE 3rd Avenue Future Traffic Conditions Movement Lane Configurations Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Fit Permitted Satd. Flow (perm) EBL'' , EBT EBR 1900 1900 1900 WBL �tft� 1900 " 1900 4.0 0.81 0.99 1.00 7447 1.00 7447 1NBR ':NBL NBT NBR SBL SBT. SBR 4' 1900 1900 1900 1900 1900 1900 1900 4.0 4.0 0.95 1.00 1.00 0.88 k ` 0.97 1.00 3431 1636 fl,y 0.74 1.00 2624 1636 Volume (vph) Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) 0 0 0.95 0.95 0 0 0 0 0 0.95 0 0 36 0.95 38 0 1231 106 0.95 0.95 1296 112 17 0 549 0.95 578 0 324 0.95 341 0 0 0.95 0 0 0 0.95 0 0 8 0.95 8 15 69 0.95 73 0 Lane Group Flow (vph) 1429 0 919 0 66 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot.: v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delays) Approach LOS Perm 8 0.0 A pm+pt 8 5 2 29.6 30.6 0.28 5.0 3.0 2072 0.19 0.69 35.5 1.00 1.0 36.4 D 36.4 D 2 70.4 71.4 0.65 5.0 3.0 1703 c0.35 0.54 10.4 1.00 0.3 10.8 B 10.8 B 70.4 71.4 0.65 5.0 3.0 1062 0.04 0.06 7.1 1.00 0.1 7.2 A 7.2 A ThtWction'Sum na1'so., ,' , j fAncia TAW Pr HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 25.8 0.58 110.0 59.9% 15 HCM Level of Service Sum of lost time (s) ICY Level of Service 8.0 B G:\043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARK\AM_Future.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 2/26/2007 Timings 6: SE 2nd Street & SE 3rd Avenue 2013 AM Peak Hour Future Traffic Conditions Lane Group "'-- 4 t WBT NBL NBT SBT Lane Configurations Ti Volume (vph) 1231 549 Turn Type pm+pt Protected Phases 8 5 Permitted Phases 2 Detector Phases 8 5 2 6 Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 21.0 8.0 21.0 21.0 Total Split (s) 47.0 13.0 63.0 50.0 Total Split (%) 42.7% 11.8% 57.3% 45.5% Yellow Time (s) 4.0 3.0 4.0 4.0 All -Red Time (s) 1.0 0.0 1.0 1.0 Lead/Lag Lead Lag Lead -Lag Optimize? Recall Mode None None C-Max C-Max Act Effct Green (s) 30.6 Actuated g/C Ratio 0.28 v/c Ratio 0.69 Control Delay 35.1 Queue Delay 0.0 Total Delay 35.1 LOS D Approach Delay 35.1 Approach LOS D 71.4 71.4 0.65 0.65 0.56 0.08 13.0 4.7 0.0 0.0 13.0 4.7 B A 13.0 4.7 B A intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Natural Cycle: 50 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.69 Intersection Signal Delay: 25.8 Intersection Capacity Utilization 59.9% Analysis Period (min) 15 Intersection LOS: C ICU Level of Service B Splits and Phases: 6: SE 2nd Street & SE 3rd Avenue 02 1 05 1 06 m8 G:\043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARK\AM_Future.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 2/26/2007 HCM Signalized Intersection Capacity Analysis 4: SE 2nd Street & Biscayne Blvd (Southbound) 2013 AM Peak Hour Future Traffic Conditions Movement Lane Configurations Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Fit Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Volume (vph) Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS f -111. 4 4\ EBL`< EBT r. , EBR'. WBL<'`WBi W R :,';NBL.y 1900 1900 1900 1900 1900 1900 1900 4.0 0.97 1.00 0.95 3433 0.95 3433 0 0 0 0 0 0 769 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0 0 0 0 0 0 864 0 0 0 0 0 0 75 0 0 0 0 0 0 789 Prot ��. 5 0.0 A 0.0 A 1' BT' NI3F SBR rrrr 1900 1900 1900 1900 1900 4.0 0.64 0.85 1.00 4053 1.00 4053 0 0 0 0 1259 0.89 0.89 0.89 0.89 0.89 0 0 0 0 1415 0 0 0 0 17 0 0 0 0 1398 custom 256 27.6 0 28`_ 6.0 3.0'" 948 c0.23 0.83 34.0 1.00 6.3 40.3 D 40.3 4.9 A 6 62.4 64.4 0.64 6.0 3.0 2610 c0.34 0.54 9.7 0.43 0.7 4.9 A �ntersecfion "Surma ;.� HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 18.3 0.62 100.0 50.6% 15 HCM Level of Service Sum of lost time (s) ICU Level of Service 8.0 G:\043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARK\AM_Future.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 2/26/2007 Timings 4: SE 2nd Street & Biscayne Blvd (Southbound) 2013 AM Peak Hour Future Traffic Conditions Lane Group NBL SBR Lane Configurations Volume (vph) Turn Type rrrr 769 1259 Prot custom Protected Phases 5 Permitted Phases 6 Detector Phases 5 6 ;r Minimum Initial (s) 4.0 4.0 Minimum Split (s) 10.0 22.0 Total Split (s) 33.0 67.0 Total Split (%) 33.0% 67.0%'°- Yellow Time (s) 4.0 4.0 All -Red Time (s) 2.0 2.0 Lead/Lag Lead Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summarys None C-Max 27.6 0.28 0.84 36.6 0.0 36.6 D Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2: and 6:SBR, Start of Green Natural Cycle: 45 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay: 16.9 Intersection Capacity Utilization 50.6% Analysis Period (min) 15 64.4 0.64 0.54` 4.9 0.0 4.9 Intersection LOS: B ICU Level of Service A Splits and Phases: 4: SE 2nd Street & Biscayne Blvd (Southbound) m5 ELTIMOV 06 G:\043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARK\AM_Future.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 2/26/2007 HCM Signalized Intersection Capacity Analysis 2: SE 1st Street & Biscayne Blvd (Northbound) 2013 AM Peak Hour Future Traffic Conditions 4\ T Movement • EBL EBR NBL NBT SBT SBR Lane Configurations Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) 1900 1900 1900 4.0 0.94 1.00 0.95 4990 0.95 4990 till 1900 1900 4.0 0.86 1.00 1.00 6408 1.00 6408 1900 Volume (vph) Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) 511 0.97 527 331 196 0 0 838 0.97 0.97 0.97 0 0 864 0 0 0 0 0 864 0 0 0.97 0.97 0 0 0 0 0 0 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 0.0 31.0 31.0 0.31 4.0 1547 c0.04 0.13 24.8 0.00 0.1 0.1 A 0.1 A 61.0 61.0 0.61 4.0 3909 c0.13 0.22 8.8 1.00 0.1 8.9 A 8.9 A HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 5.6 0.20 100.0 28.5% 15 HCM Level of Service Sum of lost time (s) ICU Level of Service 16.0 A G:\043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARK\AM_Future.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 2/26/2007 Timings 2: SE 1st Street & Biscayne Blvd (Northbound) 2013 AM Peak Hour Future Traffic Conditions t Lane Group EBL, NBT 8 Lane Configurations Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phases Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS )11 Mt 511 838 5 `wt 1.0 1.0 1.0 1.0 1.0 1.0 20.0 20.0 5.0 4.0 5.0 4.0 35.0 65.0 61.0 4.0 31.0 4.0 35.0% 65.0% 61% 4% 31 % 4% 4.0 4.0 4.0 2.0 4.0 2.0 0.0' 'k"0.0 0.0 0.0 0.0 0.0 Lead Lag Lead Lag Yes Yes Max Max Max Max Max Max 31.0 61.0 0.31 0.61 0.28 0.22 0.3 9.0 0.0 0.0 0.3 9.0 A A 0.3 9.0 A A ti• Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:, Start of Green Natural Cycle: 40 Control Type: Pretimed Maximum v/c Ratio: 0.61 Intersection Signal Delay: 5.7 Intersection Capacity Utilization 28.5%0 Analysis Period (min) 15 Intersection LOS: A ICU Level of Service A Splits and Phases: 2: SE 1st Street & Biscayne Blvd (Northbound) #2 1 ' m1 #1 # 08 #1 -10' 07 G:\043103000-One Bayfront Plaza\Calcs\Synchro\FUTU RE_MARK\AM_Future.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 2/26/2007 HCM Signalized Intersection Capacity Analysis 1: SE 1st Street & Biscayne Blvd (Southbound) c 4- 2013 AM Peak Hour Future Traffic Conditions 4\ t \► Movement EBL -` EBT .;EBR WBL' T WBR - NBL NBT NBR SBL `: SBT SBR Lane Configurations Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Volume (vph) Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) at 1900 1900 1900 4.0 0.91 0.96 1.00 4859 1.00 4859 1900 1900 0 496 210 0 0 0.87 0.87 0.87 0.87 0.87 0 570 241 0 0 0 28 0 0 0 1900 1900 1900 1900 0 0.87 0 0 0 0.87 0 0 0 0.87 0 0 0 0.87 0 0 4111 1900 1900 1900 4.0 0.86 1.00 1.00 6390 1.00 6390 72 1227 0 0.87 0.87 0.87 83 1410 0 0 9 0 Lane Group Flow (vph) 0 783 0 0 0 0 0 0 0 0 1484 0 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated gIC Ratio Clearance Time (s) 4 7 ..._,. r 31.0` 27.0 0.27 custom 38 3 61.0 57.0 0.57 Lane Grp Cap (vph) 1312 3642 v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS c0.16 0.60 31.8 1.00 2.0 33.8 C 33.8 G 0.0 A 0.0 A 0.23 0.41 12.0 1.00 0.3 12.4 B 12.4 B Intersection Summary HCM Average Control Delay 19.9 HCM Level of Service B HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 0.47 100.0 39.8% 15 Sum of lost time (s) ICU Level of Service 16.0 A G:\043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARK\AM_Future.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 2/26/2007 Timings 1: SE 1st Street & Biscayne Blvd (Southbound) 2013 AM Peak Hour Future Traffic Conditions Lane Group EBT SBT ra8 Lane Configurations Volume (vph). Turn Type Protected Phases Permitted Phases Detector Phases Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode t4T 4ittt 496 1227, 47 38 4 7 3 8a 35.0 65.0 35.0% 65.0% Act Effct Green (s) 27.0 57.0 Actuated g/C Ratio 0.27 0.57 v/c Ratio 0.61 0.41 Control Delay 32.5 12.3 Queue Delay 0.0 0.0 Total Delay 32.5 12.3 LOS C B Approach Delay 32.5 12.3 Approach LOS C B Intersection Summary 1.0 1.0 1.0 1.0 1.0 20.0 5.0 4.0 20.0 5.0 65.0 61.0 4.0 35.0 31.0 65% 61% 4% 35% 31% 4.0 4.0 2.0 4.0 4.0 0.0 0.0 0.0 0.0 0.0 Lead Lag Lead Yes Max Max Max Max Max 1.0 4.0 4.0 4% 2.0 0.0 Lag Yes Max Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:, Start of Green .... .:.. ....... . Natural Cycle: 40 Control Type: Pretimed Maximum v/c Ratio: 0.61 Intersection Signal Delay: 19.4 Intersection Capacity Utilization 39.8% Analysis Period (min) 15 Intersection LOS: B ICU Level of Service A Splits and Phases: 1: SE 1st Street & Biscayne Blvd (Southbound) #2 01 #2 5 Cass #1 ♦ 08 #1 -* 07 G:\043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARK\AM_Future.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 2/26/2007 HCM Signalized Intersection Capacity Analysis 2013 AM Peak Hour 5: SE 1st Street & SE 3rd Avenue Future Traffic Conditions Movement Lane Configurations Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt f EBL "EBT +fib 1900 1900 4.0 0.99 c - 4\ r. ,r 4/ EBR WBL WBT :.WBR NBL NBT NBR SBL SBT SBR rir 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 4.0 4.0 4.0 0.88 1.00 1.00 0.85 1.00 1.00 Flt Protected 1.00 1.00 0.95 1.00 Satd. Flow (prot) 5U5t3 2/t3/ 1//U 1tiFi:i Flt Permitted 1.00 1.00 0.95 1.00 Satd. Flow (perm) 5058 2787 1770 1863 Volume (vph) 0 1119 41 0 0 0 0 0 431 51 22 Peak -hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0 0.91 Adj. Flow (vph) 1230 45 0 0 0 0 0 474 56 24 RTOR Reduction (vph) 0 6 0 0 0 0 0 0 177 22 0 0 Lane Group Flow (vph) 1269 0 0 0 0 0 0 297 34 24 0 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary custom pm+pt 4 1 6 2 6 28.5 43.6 51.5 51.5 29.5 44.6 52.5 52.5 0.33 0.50 0.58 0.58 5.0 5.0 3.0 5.0 3.0 3.0 3.0 3.0 1658 1381 1033 1087 c0.25 c0.00 0.01 c0.11 0.02 0.77 0.22 0.03 0.02 27.1 12.8 8.0 7.9 1.00 1.00 1.00 1.00 2.2 0.4 0.0 0.0 29.3 13.2 8.0 8.0 C B A A 29.3 0.0 13.2 8.0 C A B A HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 24.2 0.41 90.0 50.9% 15 HCM Level of Service Sum of lost time (s) ICU Level.of Service 12.0 G:\043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARK\AM_Future.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 2/26/2007 Timings 5: SE 1st Street & SE 3rd Avenue 2013 AM Peak Hour Future Traffic Conditions i Lane Group EBT 'NBR SBL ' SBT' Lane Configurations ++T+ rr 9 + Volume (vph) 1119 431 51 22 Turn Type custom pm+pt Protected Phases 4 1 6 Permitted Phases 2 6 Detector Phases 4 2 1 6 Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 21.0 21.0 8.0 21.0 Total Split (s) 53.0 24.0 13.0 37.0 Total Split (%) 58.9% 26.7% 14.4% 41.1 Yellow Time (s) All -Red Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio 4.0 4.0 1.0 1.0 Lag None C-Max 29.5 45.3 0.33 0.50 3.0 0.0 Lead 4.0 1.0 None C-Max 52.5 52.5 0.58 0.58 v/c Ratio 0.77 0.30 0.05 0.02 Control Delay 27.1 5.0 3.7 9.9 Queue Delay 0.0 0.2 0.0 0.0 Total Delay LOS Approach Delay Approach LOS Intersection Summary 27.1 C 27.1 5.2 3.7 9.9 A A A 5.5 A Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBR and 6:SBTL, Start of Green. Natural Cycle: 50 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.77 Intersection Signal Delay: 20.5 Intersection Capacity Utilization 50.9% Analysis Period (min) 15 Intersection LOS: C ICU Level of Service A Splits and Phases: 5: SE 1st Street & SE 3rd Avenue 01 02 04 1-3:t I 24.E .......:. L, - Y_:.- i . ,'I ir 06 G:\043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARK\AM_Future.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 2/26/2007 HCM Unsignalized Intersection Capacity Analysis 2013 AM Peak Hour 19: SE 2nd Street & Project Driveway Future Traffic Conditions Movement EBL EBT WBT ' WBR SBL . 'SBR .: Lane Configurations tttt Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 0 0 1406 621 0 179 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 0 1528 675 0 195 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) 299 288 pX, platoon unblocked vC, conflicting volume 2203 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 2203 tC, single (s) 4.1 tC, 2 stage (s) tF (s) 2.2 p0 queue free % 100 cM capacity (veh/h) 235 1866 720 1866 720 6.8 6.9 3.5 3.3 100 47 64 371 birection Lane # WB 1 WB 2:. W B` 3 : W B 4 .; SB 1,='. Volume Total 437 437 437 893 195 Volume Left 0 0 0 0 0 Volume Right 0 0 0 675 195 cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS 1700 0.26 0 0.0 1700 0.26 0 0.0 1700 0.26 0 0.0 1700 0.53 0 0.0 0.0 371 0.53 73 25.0 C 25.0 C )ntersecton Summary Average Delay Intersection Capacity Utilization Analysis Period (min) 2.0 48.5% 15 ICU Level of Service G:\043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARK\AM_Future.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 2/26/2007 HCM Unsignalized Intersection Capacity Analysis 17: SE 1st Street & Project Driveway 2013 AM Peak Hour Future Traffic Conditions c 44-- Movement EBT .. EBR WBL WBT NBL " 'NBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 1092 508 0 0 0 96 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 1187 552 0 0 0 104 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) 292 pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) 4404004414 p0 queue free % cM capacity (veh/h) Direction, Lane # EB 1 EB 2 ;.EB 3 NB 1 None 270 0.78 1739 1387 0.78 0.78 1463 672 1033 21 4.1 6.8 6.9 Volume Total Volume Left Volume Right cS H Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS 2.2 100 383 475 475 790 104 0 0 0 0 0 0 552 104 1700 1700 1700 822 0.28 0.28 0.46 0.13 0 0 0 11 0.0 0.0 0.0 10.0 B 0.0 10.0 B intersection Summary. Average Delay Intersection Capacity Utilization Analysis Period (min) 3.5 3.3 100 87 178 822 0.6 45.1%. 15 ICU Level of Service G:\043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARK\AM_Future.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 2/26/2007 P.M. Peak Hour HCM Signalized Intersection Capacity Analysis 6: SE 2nd Street & SE 3rd Avenue 2013 PM Peak Hour Future Traffic Conditions •Ni i 4- I t \t' 1, "/ Movement EBL" "EBT EBR WBL W BT WBR NBL NBT ''NBR i s SBL-: SBT ' SBR Lane Configurations Mtt1T 41' t Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 Lane Util. Factor n_ `' 0.81 0.95 1.00 Frt 0.99 1.00 0.88 Flt Protected ' k 1.00 0.96 1.00 Satd. Flow (prot) 7496 3408 1643 Fit Permitted s ' , 1.00 0.70 1.00 Satd. Flow (perm) 7496 2468 1643 Volume (vph) 0 0 0 27 3233 134 713 215 0 0 16 108 Peak -hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 0 0 0 28 3299 137 728 219 0 0 16 110 RTOR Reduction (vph) 0 0 0 0 7 0 0 0 0 0 5 0 Lane Group Flow (vph) 0 0 0 0 3457 0 0 947 - 0 0 121 0 Turn Type Perm pm+pt Protected Phases „8 5 2 6 Permitted Phases 8 2 Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm 0.46 v/c Ratio 0.90 Uniform Delay, d1 22.3 Progression Factor 1.01 Incremental Delay, d2 3.2 Delay (s) 25.7 Level of Service C Approach Delay (s) 0.0 25.7 Approach LOS A C intersection Summary 50.0 40.0 40.0 51.0 41.0 41.0 0.51 0.41 0.41 5.0 5.0 5.0 3.0 3.0 3.0 3823 1012 674 0.07 c0.38 1.70dI 28.2 1.00 15.1 43.4 D 43.4 D 0.18 18.8 2,04 0.6 39.0 D 39.0 D HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) dl Defacto Left Lane. Recode with 1 though lane as a left lane. c Critical Lane Group 29.8 0.92 100.0 96.6% 15 HCM Level of Service Sum of lost time (s) ICU Level of Service 8.0 F G:\043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARK\PM_Future.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 2/26/2007 Timings 6: SE 2nd Street & SE 3rd Avenue 2013 PM Peak Hour Future Traffic Conditions Lane Group I i WBT NBL ' 'NBT SBT Lane Configurations Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phases Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary ttttT 3233 713 T 215 16 pm+pt 5 2 6 2 8 5 2 6 4.0 4.0 4.0 4.0 21.0 8.0 21.0 21.0 55.0 13.0 45.0 32.0 55.0% 13.0% 45.0% 32.0% 4.0 3.0 4.0 4.0 1.0 0.0 1.0 1.0 Lead Lag 8 None None C-Max C-Max 51.0 0.51 0.90 26.5 0.4 26.9 C 26.9 C, 41.0 41.0 0.41 0.41 1.70d1 0.19 60.1 37.2 0.0 0.0 60.1 37.2 E D 60.1 37.2 E D Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBT, Start of Green Natural Cycle: 75 Control Type: Actuated -Coordinated Maximum v/c Ratio: 1.00 Intersection Signal Delay: 34.1 Intersection Capacity Utilization 96.6% Analysis Period (min) 15 dl Defacto Left Lane. Recode with 1 though lane as a left lane. Intersection LOS: C ICU Level of Service F Splits and Phases: 6: SE 2nd Street & SE 3rd Avenue t m2 45`s i I 4\ m5 1 06 m8 32 .,,csr-,«•aeax .vPxHxr:tecf �.'::a. -. wwsx.• G:\043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARK\PM_Future.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 2/26/2007 HCM Signalized Intersection Capacity Analysis 4: SE 2nd Street & Biscayne Blvd (Southbound) 2013 PM Peak Hour Future Traffic Conditions Movement 7 '\ I t1' `• •l •EBL' EBT- EBR: 'SBR Lane Configurations Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Volume (vph) Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS iiiteirsecton"Summary 1900 1900 1900 1900 1900 1900 4.0 0.97 1.00 0.95 3433 0.95 3433 0 0 0 0 0 0 1015 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0 0 0 0 0 0 1068 0 0 0 0 0 0 19 0 0 0 0 0 0 1049 Prot 0.0 A 0.0 A 35.7 37.7 0.38 6.0 3.0 1294 c0.31 0.81 28.0 1.00 4.0 31.9 C rrrr 1900 1900 1900 1900 1900 4.0 0.64 0.85 1.00 4053 1.00 4053 0 0 0 0 1389 0.95 0.95 0.95 0.95 0.95 0 0 0 0 1462 0 0 0 0 53 0 0 0 0 1409 custom 31.9 21.2 6 52.3 54.3 0.54 6.0 3.0 2201 c0.35 0.64 16.0 1.25 1.3 21.2 C HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 25.7 0.71 100.0 59.9% 15 HCM Level of Service Sum of lost time (s) ICU Level of Service 8.0 B G:\043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARK\PM_Future.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 2/26/2007 1900 Timings 4: SE 2nd Street & Biscayne Blvd (Southbound) 2013 PM Peak Hour Future Traffic Conditions 4\ 4/ Lane Group NBLSBR Lane Configurations Volume (vph) Turn Type Protected Phases rrrr 1015 1389 Prot custom 5 Permitted Phases 6 Detector Phases 5 6 Minimum Initial (s) 4.0 4.0 Minimum Split (s) 10.0 22.0 Total Split (s) 49.0 51.0 Total Split (%) 49.0% 51.0%'y Yellow Time (s) 4.0 4.0 All -Red Time (s) 2.0 2.0 Lead/Lag Lead Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS intersection Summary None C-Max 37.7 54.3 0.38 0.54 0.81 0.65 29.1 21.1 0.1 0.7 29.2 21.8 C C Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2: and 6:SBR, Start of Green Natural Cycle: 45 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.81 Intersection Signal Delay: 24.9 Intersection Capacity Utilization 59.9% Analysis Period (min) 15 Intersection LOS: C ICU Level of Service B Splits and Phases: 4: SE 2nd Street & Biscayne Blvd (Southbound) G:\043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARK\PM_Future.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 2/26/2007 HCM Signalized Intersection Capacity Analysis 2: SE 1st Street & Biscayne Blvd (Northbound) 2013 PM Peak Hour Future Traffic Conditions Movement 4\ I EBL EBR NBL NBT ` SBT .' `SBR Lane Configurations 'pi) tttt Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 Lane Util. Factor 0.94 " ' _; 0.86 Frt 1.00 1.00 Flt Protected 0.95 1.00 Satd. Flow (prot) 4990 6408 Flt Permitted 0.95 1.00 Satd. Flow (perm) 4990 6408 Volume (vph, 1195 0 0 1435 0 0 Peak -hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 1285 0 0 1543 0 0 RTOR Reduction (vph) 36 0 0 0 0 0 Lane Group Flow (vph) 1249 0 1543 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) 39.0 53.0 Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) 39.0 0.39 4.0 53.0 0.53 4.0 Lane Grp Cap (vph) 1946 v/s Ratio Prot c0.25 v/s Ratio Perm v/c Ratio 0.64 Uniform Delay, d1 24.8 Progression Factor 1.21 Incremental Delay, d2 1.2 Delay (s) 31.2 Level of Service C Approach Delay (s) 31.2 Approach LOS C 'intersection Surnmaty 3396 c0.24 0.45 14.5 1.00 0.4 15.0 B 15.0 B A 0.0 HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 22.4 0.53 100.0 50.2% 15 HCM Level of Service Sum of lost time (s) ICU Level of Service 8.0 A G:\043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARK\PM_Future.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 2/26/2007 Timings 2: SE 1st Street & Biscayne Blvd (Northbound) 2013 PM Peak Hour Future Traffic Conditions Lane Group Lane Configurations Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phases Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary EBL . NBT 'w'i tilt 1195 1435'. 03 04 7 5 1 `' 1.0 1.0 1.0 1.0 1.0 20.0 20.0 5.0 4.0 5.0 43.0 57.0 14.0 43.0 8.0 43.0% 57.0% 14% 43'/0 8% 4.0 4.0 4.0 2.0 4.0 0.0 0.0 0.0 0.0 0.0 Lead Lag Lead Yes Max Max 39.0 0.39 0.65 30.1 0.0 30.1 C 30.1 Max 53.0 0.53 0.45 15.1 0.0 9 15.1 15.1 C B. Max Max Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:, Start of Green Natural Cycle: 45 Control Type: Pretimed Maximum v/c Ratio: 0.74 Intersection Signal Delay: 21.9 Intersection Capacity Utilization 50.2% Analysis Period (min) 15 1.0 4.0 35.0 35% 2.0 0.0 Lag Yes Max Intersection LOS: C ICU Level of Service A Splits and Phases: 2: SE 1st Street & Biscayne Blvd (Northbound) #2 1 #2 #1 03 #1 - * 04 #1 -Si' 07 #1 08 4 G:\043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARK\PM_Future.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 2/26/2007 HCM Signalized Intersection Capacity Analysis 1: SE 1st Street & Biscayne Blvd (Southbound) 2013 PM Peak Hour Future Traffic Conditions Movement EBL. EBT EBR WBL: WET :WBR NBL NBT NBR = SBL :" SBT SBR Lane Configurations + 4ttt Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 Lane Util. Factor 0.91 ��� f�a 0.86 Frt 0.95 1.00 Fit Protected 1.00 u 1.00 Satd. Flow (prot) 4840 6378 Fit Permitted 1.00 af a�: r ; x ' �_ 1.00 Satd. Flow (perm) 4840 6378 Volume (vph) 1116 529 0 0 0 0 103 983 0 Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Turn Type Protected Phases *- Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0 1162 551 0 0 0 0 0 0 107 1024 0 0 28 0 0 0 0 0 0 0 0 18 0 0 1685 0 0 0 0 0 0 0 0 1113 0 custom 47 47.0 47.0 0.47 45.0 45.0 0.45 Lane Grp Cap (vph) 2275 2870 v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary c0.35 0.74 21.5 0.58 2.2 14.8 B 14.8 B 0.0 A z 0.0 A 0.17 0.39 18.3 1.00 0.4 18.7 B 18.7 B HCM Average Control Delay 16.3 HCM Level of Service HCM Volume to Capacity ratio 0.57 Actuated Cycle Length (s) 100.0 Intersection Capacity Utilization 55.9% Analysis Period (min) 15 c Critical Lane Group Sum of lost time (s) ICU Level of Service 8.0 G:\043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARK\PM_Future.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 2/26/2007 Timings 1: SE 1st Street & Biscayne Blvd (Southbound) 2013 PM Peak Hour Future Traffic Conditions Lane Group Lane Configurations Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phases EBT 1116 SBT 4111 983 47 38 47 38 03 v4 0 Minimum Initial (s) 1.0 1.0 1.0 1.0 1.0 1.0 Minimum Split (s) 20.0 5.0 4.0 20.0 5.0 4.0 Total Split (s) 51.0 49.0 57.0 14.0 43.0 43.0 8.0 35.0 Total Split (%) 51.0% 49.0% 57% 14% 43% 43% 8% 35% Yellow Time (s) 4.0 4.0 2.0 4.0 4.0 2.0 Alt -Red Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode Max Max Max Max Max Max Act Effct Green (s) 47.0 45.0 Actuated g/C Ratio 0.47 0.45 v/c Ratio 0.74 0.39 Control Delay 14.5 18.3 Queue Delay 0.2 0.0 Total Delay 14.8 18.3 LOS B B Approach Delay 14.8 18.3 Approach LOS B B Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:, Start of Green Natural Cycle: 45 Control Type: Pretimed Maximum v/c Ratio: 0.74 Intersection Signal Delay: 16.2 Intersection Capacity Utilization 55.9% Analysis Period (min) 15 Intersection LOS: B ICU Level of Service B Splits and Phases: 1: SE 1st Street & Biscayne Blvd (Southbound) #2 ..t 01 #2 m5 i t S ...f & t 3Ye 'r4.�s r,i^ai #nSg�„s^k'r' , ,.. z, L `"fz:+' in� as,w .r �. v', ..f:d ��,Zf. >v �. T� ..;:... ,{. Y. # 4I' 03 #1 04 IV 07 141I * 08 y,� 1� S 43 S ,r �'s%}.Y G:\043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARK\PM_Future.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 2/26/2007 HCM Signalized Intersection Capacity Analysis 2013 PM Peak Hour 5: SE 1st Street & SE 3rd Avenue Future Traffic Conditions Movement EBL EBT . ` EBR Lane Configurations +f'+ Ideal Flow (vphpl) 1900 1900 Total Lost time (s) 4.0 Lane Util. Factor 0.91 Frt 0.98 Fit Protected 1.00 Satd. Flow (prot) 4999 Fit Permitted 1.00 Satd. Flow (perm) 4999 WBL 'WBT 'WBR NBL 1900 1900 1900 1900 1900 1' NBT NBR ! SBL ' SBT ` SBR rrr t 1900 1900 1900 1900 1900 4.0 4.0 4.0 0.88 1.00 1.00 0.85 1.00 1.00 1.00 0.95 1.00 2787 1770 1863 1.00 0.95 1.00 2787 1770 1863 Volume (vph) Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS intelieetion Summary HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 0 641 82 0 0 0 0 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0 689 88 0 0 0 0 0 31 0 0 0 0 0 0 746 0 0 0 0 0 18.3 19.3 0.19 5.0 3.0 965 c0.15 0.77 38.3 1.00 3.9 42.2 D 42.2 D 0 0.93 0 0 0 custom 0.0 28.6 0.28 100.0 40.1% 15 A HCM Level of Service Sum of lost time (s) ICU Level of Service 358 30 45 0 0.93 0.93 0.93 0.93 385 32 48 0 130 9 0 0 255 23 48 0 pm+pt 1 6 2 6 65.2 71.7 71.7 66.2 72.7 72.7 0.66 0.73 0.73 5.0 3.0 5.0 3.0 3.0 3.0 1845 1287 1354 0.00 c0.03 c0.09 0.01 0.14 0.02 0.04 6.3 3.8 3.8 1.00 1.00 1.00 0.1 0.0 0.0 6.4 3.8 3.9 A A A 6.4 3.8 A A 12.0 A G:\043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARK\PM_Future.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 2/26/2007 Timings 5: SE 1st Street & SE 3rd Avenue 2013 PM Peak Hour Future Traffic Conditions Lane Group EBT NBR SBL SBT Lane Configurations 414ti rf4' Volume (vph) 641 358 30 45 Turn Type custom pm+pt Protected Phases 4 1 6 Permitted Phases 2 6 Detector Phases 4 2 1 6 Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 21.0 21.0 8.0 21.0 Total Split (s) 63.0 24.0 13.0 37.0 Total Split (%) 63.0% 24.0% 13.0% 37.0% Yellow Time (s) 4.0 4.0 3.0 4.0 All -Red Time (s) 1.0 1.0 0.0 1.0 Lead/Lag Lag Lead Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS None 19.3 0.19 0.78 36.2 0.0 36.2 D 36.2 D C-Max None C-Max 67.4 72.7 72.7 0.67 0.73 0.73 0.19 0.02 0.04 0.3 1.8 4.6 0.0 0.0 0.0 0.3 1.8 4.6 A A A 3.5 A Intersection SummarY`"�''" Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBR and 6:SBTL, Start of Green Natural Cycle: 50 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.78 Intersection Signal Delay: 23.0 Intersection Capacity Utilization 40.1 Analysis Period (min) 15 Intersection LOS: C ICU Level of Service A Splits and Phases: 5: SE 1st Street & SE 3rd Avenue ml 02 ' 04 1.3; g ..I 2ks kf . , , _ , I is , .... s V'l7', G:\043103000-One Bayfront Plaza\Calcs\Synchro\FUTURE_MARK\PM_Future.sy7 Synchro 6 Report Kimley-Horn and Associates, Inc. 2/26/2007 3 ONE BAYFRONT PLAZA MAJOR USE SPECIAL PERMIT SITE UTILITY STUDY Prepared By: Kimley-Horn and Associates, Inc. 1691 Michigan Avenue, Suite 400 Miami Beach, FL 33139 March, 2007 ■ One Bayfront Plaza MAJOR USE SPECIAL PERMIT SITE UTILITY STUDY PREPARED FOR Florida East Coast Reality, Inc. One Bayfront Plaza Site Utility Study Kimley-Horn and Associates, Inc. March, 2007 One Bayfront Plaza MAJOR USE SPECIAL PERMIT SITE UTILITY STUDY PREPARED FOR Florida East Coast Reality, Inc. One Bayfront Plaza Site Utility Study Site Utility Study Introduction One Bayfront Plaza is a proposed 70-story mixed use development to be located on a 2.25 acre site between SE 1S` Street and SE 2nd Street to the north and south respectively and Biscayne Blvd and NE 3rd Avenue along the east and west sides in the City of Miami, Florida (See Site Location Map -Fig 1). The One Bayfront Plaza project shall consist of a total of 850 hotel units, 112,000 SF of retail, 2,125 ,000 SF of office and parking facilities totaling 2,580 spaces from the 4th to 13th floors. Table 1 Project Summary Occupancy Units Floor Area (SF) Retail ------- 112,000 Office 2,125,000 Parking (Gross) 2,580 Hotel Units 850 One Bayfront Plaza Site Utility Study Page 2 Figure 1: Site Location Map One Bayfront Plaza Site Utility Study PROJECT LOCATION Page 3 I. Drainage Existing Drainage System Based on site observations and available information, there is an existing drainage system serving existing residential building, located at the project site. A new storm water management system will be constructed to retain the runoff generated by the proposed improvements, as required by code (see below). Proposed Drainage System The drainage system for the proposed development will consist of drainage wells and exfiltration trench, for water quality purposes, if possible, to facilitate on -site disposal of storm water runoff. The 5-year design storm event will be used to design the storm water management system, in accordance with Section D-4, "Water Control", of Part 2 of the Miami -Dade County Public Works Manual. Based on preliminary calculations, it is anticipated that three (3) drainage wells will provide sufficient capacity to dispose of the design 5-year 24-hour storm water runoff generated by the proposed development on the west side of Biscayne Blvd. Preliminary drainage computations for the project areas are provided in Attachment "A" Preliminary Drainage Well Calculations, which includes the basis for design. The fmal drainage design for the project shall be in conformance with the requirements of the Miami - Dade County Department of Environmental Resources Management (DERM) Water Control Section, Florida Department of Environmental Protection (FDEP), and other local, state and federal regulatory agencies having jurisdiction over the project. Flood Criteria: The proposed project site grade elevations will be designed to meet floodplain management criteria according to Federal, State, Miami -Dade County and City of Miami standards as follows: One Bayfront Plaza Site Utility Study Page 4 1. The subject property is located in PANEL 191 of 625 of COMMUNITY -PANEL NUMBER 12025C0191J of the Flood Insurance Rate Map (FIRM). According to the National Flood Insurance Program, the property is located within the following Flood Zones: (1) Flood Zone AE and has a base flood elevation 9.0 (See Attachment A.) (2) Flood Zone AE and has a base flood elevation 11.0 (See Attachment A.) (3) Flood Zone X (See Attachment A.) 2. Miami -Dade County Flood Criteria elevation is estimated to be 5.0 ft. NGVD. This will be used to determine proposed minimum site grade elevations. 3. The average October ground water table elevation is estimated to be 2.0 ft. NGVD. This will be used as the control water elevation for storm water management calculations (Source: Miami -Dade County Public Works Manual, Volume II - Design Standard Detail WC 2-2). II. Water Distribution System The water mains owned and operated by the Miami -Dade Water and Sewer Department (MDWASD) in the vicinity of the project are shown in the Table 2 below. Table 2 Existing Water Mains Location Between Water Main(s) SE 1st ST Biscayne Blvd and NE 3rd Ave 12" SE 2nd ST Biscayne Blvd and NE 3'd Ave 12" NE 3rd Ave SE 1st ST and SE 2"d ST 12" Biscayne Blvd SE lst ST and SE 2"d ST 12 One Bayfront Plaza Site Utility Study Page 5 In accordance with Miami -Dade Water and Sewer Department (MDWASD) criteria, a 12-inch water main is required along the frontage of all commercial developments. In addition, MDWASD may request additional fire hydrants be placed in the vicinities of the subject project. A final determination of the points of connection and requirements will not be provided by MDWASD until Water and Sewer Agreement is requested by the owner. Water service meters would need to be purchased by the owner and installed by MDWASD officials. See Attachment "C" for a copy of the MDWASD water atlas sheet for the project area. III. Sanitary Sewer Collection System Table 3 depicts the sanitary sewer mains owned and operated by the Miami -Dade Water and Sewer Department within the vicinity of the project. Table 3 Existing Sanitary Sewer Mains Location Between Sanitary Sewer Line(s) SE 2nd ST Biscayne Blvd and NE 3rd Ave 36" Interceptor Biscayne Blvd E Flagler St and SE 1st ST. 10" The existing 10-inch gravity sanitary sewer main along Biscayne Blvd may have sufficient capacity to accommodate the proposed development. However, this cannot be verified until a downstream analysis of the existing 10-inch gravity line is completed. A letter of availability and further coordination with MDWASD is recommended to verify the proposed sanitary sewer service connection points and requirements for this project. MDWASD may require upgrades to the existing sanitary sewer system, but this can not be determined without a request for a Water and Sewer Agreement. One Bayfront Plaza Site Utility Study Page 6 t'4 WASI) Pump Station i 30-0001 at 390 NW 4 rive receives the 110Ws 'f10111 these mains. As of 11 /02/06, this pump station is O tiiig a an av ragcy rly N Al'O'1'-of 4.91 hours which is 49% o of its design capacity? , Therefore, a new sanitary sewer pump station or upgrades to said pump station may not be required for the proposed development. A final determination regarding the status of the existing transmission system and the need for possible improvements will not be made until construction plans are submitted to the Miami - Dade County DERM Wastewater Section and a Sanitary Sewage System Capacity Certification Letter is issued. Please refer to Attachment "D" for Pump Station Monthly Information. Table 4 Water & Sewer Flow Generation Type of Occupancy Quantity Usage rate Total Average Daily Flow (GPJ)) Hotel 850 units 100 GPD/Room 85,000 Office 2,125,000 SF 10/100 GPD/S.F 212,500 Retail 112,000 SF 5/100 GPD/S.F 5,600 Total Anticipated Flow 303,100 One Bayfront Plaza Site Utility Study Page 7 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 5. Table 5 Solid Waste Generation Ty e o� rvuOccu ante til?=. y ,� uantity '- �... �.. � a � , . YJsage, rate �, � � �C'Qta�d Waste , �enerated {`1'on��aY) Hotel 850 units 6 lbs/unit/day 2.55 Office (High rise) 2,125,000 SF 2 lbs/1000 S.F/day 2.13 Retail 112,000 SF 7.5 lbs/1000S.F/day 0.42 Total Anticipated Solid Waste Generated 5.10 One Bayfront Plaza Site Utility Study Page 8 Attachment A Maps One Bayfront Plaza Site Utility Study Page 9 5TH ST 4 H ST 3RD ST 0 0 0 a 0 T 0 CD m O 0 c 0 0 7 N T J SE w z NE 2ND ST NE 1ST ST FLAGLER ST 1 ST ST 0 V) n 21 CO W SE 3RD ST BISCAY E BDW PROJECT LOCATION 0 II. filey-Horn and Associates, Inc. ASSLOntIA 1691 Michigan Avenue, Suite 400 Miami Beach, Florida 33139 Phone: 305-673-2025 Fax: 305-673-4882 ONE BAYFRONT PLAZA LOCATION MAP 0 U M N n a0 0 w c O a 0 ► Imley-Horn and Associates, Inc. T 1691 Michigan Avenue Suite 400 Miami Beach, Florida 33139 Phone: 305-673-2025 Fax: 305-673-4882 ONE BAYFRONT PLAZA FLOOD CRITERIA MAP 01 War 0 • R /r NOTES: r, CONTOUR INTERVAL 10.R OT. (Exelpt ax indcat$dy 2..4TUM IS MEAN SEA LEVEL. b- w kt JECT E' 1E END: a c 0 1691 Michigan Ave Suite 400 Miami Beach, Florida 33139 L._Aley-Hom and Associates, Phone: 305-673-2025 Fax 305-673-4882 ONE BAYFRONT PLAZA AVERAGE OCTOBER GROUND WATER LEVEL 1960-75 73 S 3p053 ; _ _°• N. APPROXIMATE SCALE r,c Z,m SL i - —'-- 500 0 500 FEET ' - F—T H H I . I ECT ii�EAE g l5/ ST eApj a., , , K ® _. �. J - - NATIONAL FLOOD INSURANCE PROGRAM v __ ___ _ LI LJ_ _ V/FLCYi•i II 81, = _ FIRM 2 ONE" _ I , , ELooD INSUW 10E RniE MAP . - ���®� DADB COUNTY, N FLORIDA ��r�z 9iP"7 � _ a ��r6-�w A TED AND INCORPORATED AREAS St allo sl �� '• =ENE �E iu a. PANEL 151 CIF 625 ------ ZONE X »-SL• .11Iri fONILNS 1penytt NhBFA F4F1 I¢{R. - MAP NUMBER 12025C-019IJ MAP REVISED sm \ <til s — — MARCH 2, 1994 9' = � sE tlZit' = __ _ - BEST AVAILABLE COPY AT THIS TIME - __� - _ _ .- MI. 1. M!GS an copyoft partial of Me &bow aafcrmoad /cad ma k -� -- _ . was extracted ualnp F-MITorvuae ibM maps not 'elect changes '— — -- rimymade _— -� ttt b to Fllood Tn ��` k. For the Wesel ptttdMuct t* abwd Naatlonall FImwettrnce Program taxi maps check the FEMA Hood Map Store atwx.'.maohma.ot. . ;� yL — � =T _ 1691 Michigan Avenue, Suite 400 Miami Beach, Florida 33139 ..ley -Horn and Associates, Inc. Phone: 305-673-2025 ©axe oanvoo am mamma R Fax: 305-673-4882 W ONE BAYFRONT PLAZA F.I.R.M. FLOOD INSURANCE RATE MAP Attachment B Preliminary Drainage Well Calculations One Bayfront Plaza Site Utility Study Page 10 One Bayfront Plaza City of Miami, Florida 1. Site Data: A. Control Water Table Elevation = NGVD (Mean High Tide elev. per MLW Bay Datum) B. County Flood Criteria Elevation = '. :00"NGVD (County Flood Criteria Map, see Appendix A) C. F.I.R.M. Base Flood Elevation = ij.0OiNGVD Zone X (Map No.12025C01871- Appendix A) D. Average Road Crown Elevation = /P •NGVD E. Average Existing Onsite Grade Elevation = 0 NGVD F. Prop. Lowest Drainage Inlet Elevation = 1 .0(I NGVD 2. Total Site Area (A) = A. Impervious Areas: a) Asphalt and concrete pavement = b) Roof areas = Total Impervious Area (Al) = B. Pervious areas: a) Green Areas = Total Pervious Area (A2) = 3. Weighted Runoff Coefficient (C): Runoff Coefficient Impervious (C1) -- Runoff Coefficient Pervious (C2) = C = [(Al x C1) + (A2 x C2)] / A; C = 0.855 C x A = Total Contributing Area; C x A = 1.92 Acres 2.250 Acres (see Drainage Areas Map -Appendix B) Acres Acres 2.080 Acres (92%) tl` 1)4 Acres 0.170 Acres (8%) 4. Time required to generate one inch of runoff (per DERM Water Control Section D-4) Rainfall Intensity (I) = 308.5 / [(48.6 x F-1111) ± t (0.5895 + F-2/3)] Frequency (F) = years - Frequency Curve Q = CIA, V = Qt; V(1 in.) = Qt(1;to in) = Time to generate 1 inch of runoff V(I n) = CIAt(1 in.) 1"xA=CIAt(Im) ; Solving for to i„_), to in.) = 1" / (IC) Time to Generate one inch of run-off t(in) = 11.76 Min. Time to reach the inlet (tc.) = NM Min. Total Time required to generate 1 in of runoff: = 21.76 Min. H:\One Bayfront plaza Site Utility Study\06-18-06 WELLS -Ono Bayfront Plaza.xls BASIN 5. Cumulative Runoff (Inflow Mass Diagram) `(Sec) 8 10 15 21.76 30 40 50 60 90 120 180 480 600 900 1305 1800 2400 3000 3600 5400 7200 10800 1.923 1.923 1.923 1.923 1.923 1.923 1.923 1.923 1.923 1.923 1.923 6.405 6.166 5.641 5.059 4.493 3.956 3.534 3.193 2.477 2.023 1.480 12.32 11.86 10.85 9.73 8.64 7.61 6.80 6.14 4.76 3.89 2.85 5,912 7,115 9,763 12,700 15,553 18,260 20,389 22,108 25,721 28,010 30,746 6. Drainage Well Design Discharge Rate: Based on well discharge rate of: GPM/ft. Head tlr N �... � i' ��-sc t GVD)1 3M ) ., • � fa �' ''t? A xr c a '�At y y !;� i� � d'+. : L�}?:Fd :� +r, lGtl l i iin W 17 # i -L�.4.. (ft.� z �r�.,,, ��(Ni[[� t.. �.,. Y.. '� v�J e .. t e 5 A Q' <� �x --� & {i fta�t"TP �1 `S DW-1 11.00 2.00 2.2 6.80 6.06 0 t 876.8 DW-2 11.00 2.00 2.2 6.80. 6.06 t.' ` -.ea 876.8 DW-3 11.00 2.00 2.2 6.80 6.06 o m a 876.8 Well Discharge Rate (CFS) 18.18 Total Storage (CF) 2630.40 7. Detention Time: The drainage well structure must be designed to detain runoff for a minimum of 90 seconds prior to discharge. Qd = Design Runoff Rate (CFS) = Vd = Detention Volume (CF) = Qd x 90 sec. = Vd l = Detention Volume Per Well (CF) _ W = Width of Well Structure (ft.) = L Length of Well Structure (ft.) = 9.73 CFS 875.55 CF 875.55 CF 4.0 ft. 8.0 ft. Hm;p is the minimum depth required from the top of well casing to the floor of the well box to achieve 90 second detention time: Hm;o. (ft-) = Vdl / ( W x L) = 27.40 ft. Top of Well Casing Elev. = 6.50 ft. Elevation at Floor of Well Box (NGVD) = Top of Well Casing Elev. - Hm;p. = -20.90 HOOne Bayfiwl plaza Sae Utley Sl d/A6-1B-06 WELLS -One Bayf ont Plaza xis WELLS 8. Excess storm water runoff excluding well structure storage: lime: Well DItiC:hal'',t' R.oe (C l''). AccutnulateAl Wel: 1)i,ti,11, . Vi?luclo ,. (t'1;). A(c,l lulate:I Storm Runoff.' (CF) 1i tal the: i(1lk' Vohin (CF),, (IVfln•) `(Sec) , 8 480 18.18 8,727 5,912 -2,815 10 600 18.18 10,909 7,115 -3,794 15 900 18.18 16,363 9,763 -6,600 21.76 1,305.44 18.18 23,734 12,700 -11,035 30 1800 18.18 32,726 15,553 -17,173 40 2400 18.18 43,635 18,260 -25,375 50 3000 18.18 54,544 20,389 -34,155 60 3600 18.18 65,452 22,108 -43,345 90 5400 18.18 98,179 25,721 -72,458 120 7200 18.18 130,905 28,010 -102,895 180 10800 18.18 196,357 30,746 -165,611 9. Excess storm water runoff including well structure storage: 'lijnc ,. Accututll,itc( tItorttt Runi}ll (CI) tatatte1 \\'Ca.e II (C1') \ccu:rtlflaw \,'cll DrAll(Uj?e Volume ((I`) i ,11OAerOa:, Volume (CI') ). 8 480 5,912 2,630 8,727 -5,445.43 10 600 7,115 2,630 10,909 -6,424.38 15 900 9,763 2,630 16,363 -9,230.27 21.76 1,305.44 12,700 2,630 23,734 -13,665.14 30 1800 15,553 2,630 32,726 -19,803.84 40 2400 18,260 2,630 43,635 -28,005.60 50 3000 20,389 2,630 54,544 -36,785.09 60 3600 22,108 2,630 65,452 -45,975.21 90 5400 25,721 2,630 98,179 -75,087.96 120 7200 28,010 2,630 130,905 -105,525.05 180 10800 30,746 2,630 196,357 -168,241.07 Safety Factor 'Safety Factor 1.87% 2.36% HAOne Bayf,ont plaza She Utdly Studyd16.18-06 WELLS One nayrnx8 PLvaAs WELLS Attachment C Existing Utility Records One Bayfront Plaza Site Utility Study 9219 347 1 -HOP OVER \N,_ 6" 1 8 8„ ( 9 2 1 9 \\ 47 12" VER 1021 ll 1021 1 J\. 2 (9219 1 6 / HOP O cJ w 8" ' ! OP OVER r �\ 642 3 �. Cv cv 1 7 9219 \ 20 (, 398 1 NE 3 ST r—� = (9219(99 i 46 \ 45 1 NE2ST 12" 12" 2 ( 397 f57 \ 9219=\ 19: _/ 2713 .- 7 9053 9219 7 -+O J =a r Art 7878 L 39 0 z Well Tank Valve Reducer Plug Sludge l Treatme Access Continue Fire Hyd Fire Hyd Air Rele; 15' \ FLFR 42 2824 1 172 1 , SE\ST r 277 425 0 VE R � �. 6" { lid T is 1 SE 3 ST 449 2980 I 1 '437 \ 438 \ 2924!'�� 1 j 280 1- 440 480 447 462A 461) 2981 i 1 3003 2809 I 1 '45B \ �435 ti 518 �5 i J�! � JG PLAZA 4 442 q �r! i `. , ...� 1 n ry a—._I'KM. i2 ' — '-'y .HOP \ 3 /—�ti 2 t may` y� 12 (6 6 \6434 c3 1 i 2 \, \ 13 `-�i y 646S 1 2P05-521 MdT 1 .y, s 2 8 10 1 28107 Attachment D Pump Station Monthly Information One Bayfront Plaza Site Utility Study • 1 Kimley Horn was retained to perform a limited Site Utility Study and performed only those tasks specifically stated in our scope of services. The Client may use this report as part of its due diligence, but this report should not be used as the sole basis for the Client's decision making. We endeavored to research site development issues and constraints to the extent practical given the limited scope, budget, and schedule agreed to with the Client. Our assessment is based in large part on information provided to us by others (city staff DOT staff, Utility Company Representatives, etc.) and therefore is only as accurate and complete as the information provided to us. This report is based on our knowledge as of March 20, 2007. New issues may arise during development because of changes in governmental rules and policy, changed circumstances, or unforeseen conditions. Our assessment is based on the desires of the Client that have been specifically disclosed to us. The Client should do its own due diligence to become comfortable with our findings and to be sure no other significant development issues exist. Major Use Special Permit Site Utility Study Royal Atlantic, Tract `A" Sportman Park, Section "A" City of Miami, Florida Page 13 4 ONE BAYFRONT PLAZA MAJOR USE SPECIAL PERMIT ECONOMIC IMPACT ANALYSIS Prepared By: Sharpton, Brunson & Company, P.A. One Southeast Third Avenue, Suite 2100 Miami, Florida 33131 ONE BAY PLAZA Econy eoc rnpact Analysis Su miffed to: City t f Miami Pr spare i F r: Northwestern Capital Corporation Prepared by: SHARPTON, BRUNSON & COMPANY, P.A. One Southeast Third Avenue Suite 2100 Miami, Florida 33131 (305) 374-1574 SHARPTON, BRUNSON & COMPANY, P.A. Certified Public Accountants & Business Consultants ONE BAYFRONT PLAZA TABLE OF CONTENTS PAGE(S) The Project Overview 1 Executive Summary Introduction Summary of Benefits 2 3 Objectives And Definitions Objectives 5 Definition of Economic and Tax Impact 5 Direct and Indirect Effects 5 Measures of Economic Impact 6 Description of Results 7 Discussion Of The Results By Economic Indicators Impact Indicators 8 Results of Indicators 8 Impact of Construction 8 Impact of Ongoing Operations 9 Impact on Local Tax Revenues 9 Analysis by Economic Indicators 9 Employment 9 Wages 10 Output 10 Local Taxes 11 Public Sector Cost 12 Impact Fees 12 Exhibits Exhibit I: Summary of Economic Impact 13 Exhibit II: Impact and Other Fees 14 Project Overview One Bayfront Plaza is located at 100 South Biscayne Boulevard in the City of Miami, Florida (the Project). The Project consists of 2,125,100 square feet of class "A" office space in one tower, an 850 room hotel in a second tower, 112,000 square feet of retail space, 120,000 square feet of banquet/ exhibition space, and a 2,563 space parking garage in the pedestal base that takes in two full city blocks. Every major global city has a site with the potential and location to be that city's epicenter, where the city's most identifying landmark or trophy building should be found. One Bayfront Plaza is that site and will become Miami's signature building. The Project, which is situated at the south end of the widest section of Miami's main thoroughfare, Biscayne Boulevard, overlooks both Biscayne Bay and Bayfront Park. The site encompasses two full city blocks containing approximately 100,000 square feet of net lot area, is bounded by Biscayne Boulevard, SE 1st Streets and SE 3rd Avenue. It is directly across from the main Metro - mover station and is one block from 1-95 entrance and exit ramps. It is the ideal location for redevelop- ment of what will become Miami's largest and most prestigious office tower. The Project will rise 70 stories and will reach a height of 1,180 feet to the top of the decorative spire. The views will be unparalleled. The development will serve as a catalyst to attract new investment activity and is the ideal project in size, scope, location and amenities to attract national and international business. The office tower will have large open and flexible floor plates with 35,000 square feet each. The floors will have spectacular direct bay views. The 850 key, world class, full service hotel tower will serve not only the needs of the office and the retail component; it will increase the existing central business district hotel room inventory by more than 20%. This hotel component is obviously needed in the center core of Miami's business district inasmuch as the last major hotel was developed in 1982. It will be the first new hotel built north of the Miami River in 25 years. The Project will also provide two full levels of premium retail mall space in addition to the ground level retail areas, for a total 112,000 square feet of retail space. This is a key element as the Miami Downtown Development Authority projected a need for 400,000 additional square feet of retail space to service only the current downtown office and residential needs. One Bayfront Plaza's retail component will provide 30% of that need. The Project's retail mall will also create a parallel destination for the 12 million annual visitors to Bayside Market- place, as well as for the more than 4 million annual cruise ship passengers. -1- Introduction This document represents an in-depth economic and tax benefits analysis of the development and operation of a first class office building, a 850 room hotel in a second tower, and retail facilities. The Project currently contemplated is comprised of the following components: ❑ 2,125,100 square feet of office space. ❑ 112,000 square feet of retail. ❑ 850 room hotel ❑ 2,563 parking spaces. This analysis encompasses the entire Project and estimates the economic and tax benefits for both its developmental and operational phases. -2- Summary of Benefits The Project will bring significant economic benefits to the city of Miami (the City). This section summarizes the impact of the project on employ- ment, public sector revenues and other economic benefits as a result of the development. Employment Employment considerations include the direct employment resulting from the Project. Average developmental construction phase employment will be for approximately 2,260 employees and the Project management is expected to employ 570 people for on- going maintenance and operation of the facilities. Wages To compute the wages associated with the new employment we started with budgeted data directly related to the developmental and operational phases of the Project, and we incorporated data from our research on retail sales. Total direct and indirect impacts expected from wages associated with the new development approximate the following: One Time $ 508,135,680 Tax Revenue The estimate of the public sector revenues associated with the development includes taxes and other revenues generated directly by the Project. Although public sector costs are important elements in measuring fiscal impact, these benefits have not been quantified in this document. This analysis only measures the benefits derived from the develop- ment. Annual tax revenue expected to be created totals $24,998,089. Output The estimate of total economic impact is measured by total output. This analysis measures the economic impact of developmental costs and ongoing, operational expenditures. To determine the effect of respending within the City, we utilized a multiplier to compute total direct and indirect benefits. Total output expected to be generated, as a result of the develop- mental and operational phases of the Project will approximate the following: One Time $ 1,365,022,923 Annual $ 30,818,880 Annual $ 63,577,360 -3- Summary Of Benefits Significant Community Benefits: ➢ Jobs ➢ Wages ➢ Taxes ➢ Economic Activity Hotel Guests', Office Workers' and Retail/Restaurant Employees' Spending Impacting Local Businesses: ➢ Food ➢ Recreation/Entertainment ➢ Transportation ➢ Retail The following table and charts summarize the economic impact of One Bayfront Plaza project. CONSTRUCTION ANNUAL PERIOD IMPACT RECURRING Economic Activity Stimulated Output $ 1,365,022,923 $ 62,577,360 Wages 508,135,680 30,818,880 Taxes 24,998,089 $ 1,873,158,603 $ 118,394,329 Jobs Created 2,260 570 -4- Objectives And Definitions Objectives The objective of this analysis is to provide information on the various benefits created by the Project and to prepare an estimate of such benefits to the City. Our analysis is based on an economic model, which estimates economic and tax impacts of various projects on a desig- nated area. The model is specifically tailored to the City of Miami (the City). Definition of Economic and Tax impact The construction and subsequent oper- ation of the Project will create important benefits within the City. These benefits include new income, new jobs, new tax revenue and new economic activity impacting upon every sector of the local economy. Moreover, through the multi- plier effect of respending and reinvesting, indirect economic benefits are added to the direct benefits brought about by initial construction expenditures, the expendi- tures from ongoing operations and new spending at the retail enterprises. Direct and indirect Effects The total economic impact of public and private projects and policies on a region does not end with the impact from the initial construction expenditures; the continued benefits to the local economy must also be considered. Income to firms furnishing construction materials and services is subsequently converted into employee salaries, material purchases, investment in plant and equipment, savings, profits, purchases of services, and a variety of other economic activities. Income to laborers is subsequently respent for purchasing of food, housing, transportation, education, entertainment, medical and dental services, clothing, personal services, and a wide variety of other goods and services. Furthermore, income to the govern- mental unit is respent as salaries, purchases, and support of a variety of programs, including education, transportation, and social services. In turn, individuals, firms, and governments furnishing these goods and services again spend their income for more purchases, salaries, investments, and savings. In this manner, indirect benefits result each time the initial sum is respent, and the additional sum available in the local economy induces further job creation, business development and savings. Quantification of these indirect benefits has been the object of considerable economic study. Because economic relationships are so complex in our modern society, no single area or political unit is a completely self-contained economic unit. Therefore, purchases from other areas and political units are necessary, and goods services are exported in return. As purchases are made from other units, some of the benefits of economic respending are lost to the local economy. Ultimately, a smaller and smaller portion of the initial sum would remain, until, after several rounds of respending, an insignifi- cant sum is left. -5- Objectives And Definitions The indirect effects can be viewed as a set of "ripples" in the economy. Indirect, like direct, resources require labor, materials, equipment and services for their production to induce further job creation and spending of wages. The "ripple" of the indirect effect multiplies the original impact of the purchase. The common measure of the magnitude of the "ripple" effect is called a multiplier. A multiplier measures the total magnitude of the impact on each particular economic indicator as a multiple of the initial, direct effect. For instance, a multiplier of "1" would signify no "ripple" effects as the total impact is 1 times the initial impact, while a multiplier of "2" would imply that the total impact is 2 times the direct effect. The actual magnitude of a multiplier depends on the likelihood the goods and services purchased in a region would be produced in, or provided from the region. The model we used to estimate the total economic impact incorporates a multiplier developed by utilizing past consumption and production patterns in the City. There will be significant economic benefit derived from the expenditures of the residents of the Project on eating, drinking, grocery, recreation, retail etc. This report does not include the economic impact of such expendi- tures. Measures of Economic Impact Various measures can be used to indicate the impact of a policy or project on a region. Specifically, for this study, they are the increases in local employment, wages, tax revenue and output that result. Definitions of these measures are as follows: Employment is measured full-time equivalent jobs. Wages include wages, salaries, and proprietor's income only. They may include non -wage compensation, such as pensions, insurance, and other fringe benefits. Wages are assumed to be expended by households in the area at which the wage-earner works. Local taxes include additional reve- nues from both ad valorem and non ad valorem assessments. Direct expenditures include those sums expended for land acquisition, site preparation and all hard and soft costs associated with a project. Indirect expenditures are those sums expended within the local economy as a result of the "ripple" effect described earlier. Output describes total economic activity, and is essentially equivalent to the sum of direct and indirect expendi- tures (exclusive of wages and taxes). -6- Objectives And Definitions Description of Results For the purpose of describing the total economic benefits of the Project, the related expenditures and econ- omic activity stimulated have been broken into two categories: ➢ Developmental ➢ Annual Recurring Developmental expenditures include those expenditures related to the design and construction phase of the Project and related amenities. Annual recurring activities stimulated are those expenditures incurred in connection with the ongoing oper- ation of the Project, and the sales and expenditures of the retail enter- prises leasing space at the Project. -7- Discussion Of The Results By Economic Indicators Impact Indicators We measured the Project's impact on four commonly used indicators of economic activity. Those indicators are: ➢ Jobs ➢ Wages ➢ Total output ➢ Local taxes Results of Indicators Exhibit I details the Project's direct and indirect impact on the above economic indicators for Miami. A summary of such impact follows: DEVELOPMENT OUTPUT One Time: Direct Indirect Annual: Operational: Direct Indirect The economic indicator most commonly measured, and publicly reported on to gauge the economic impact of a public project is output. The impact of a project on the indicator output is often referred to as the project's economic impact. Impact of Construction The site preparation and construction expenditures, including soft costs and impact fees are estimated at $994 million. Such activity will create approximately 2,260 new full time equivalent jobs and employ a maximum of 2,960 workers during peak periods. The workers will earn approximately $270.4 million in direct wages. WAGES TAXES EMPLOYMENT $ 726,385,123 $270,400,000 638,637,800 237,735,680 $1,365,022,923 $508,135,680 2,260 2,260 $ 33,300,000 $ 16,400,000 $24,998,089 570 29,277,360 14,418,880 $ 62,577,360 $ 30,818,880 $24,998,089 570 -8- Discussion Of The Results By Economic Indicators Impact of Ongoing Operations As a result of the on -going operation and maintenance of the Project, Miami will gain approximately 570 new, permanent full-time equivalent jobs. The wages of the workers who obtain these positions will provide an impact of approximately $30.8 million annually. The total expenditures for the Project's operations, will provide a new, permanent impact of $62.6 million annually to the City's economy. This impact consists of the effects of the direct expenditures from the maintenance, security and day-to-day operation of the Project, and the multiplied effects of such spending thus creating indirect benefits. Impact on Local Tax Revenues As a result of the construction and operation of the Project, various state, city and city governments and agencies would gain an estimated annual tax benefit of $25 million. Analysis by Economic Indicators Our analysis of the economic and tax benefits of the Project was done by each major phase of the Project. We identified the major phases to be developmental and operational. This analysis determines the econ- omic benefits to the City by identi- fying such benefits for each of the phases. The effects on economic indicators used to measure benefits (employ- ment, wages, output and taxes) were computed for each phase. Employment Employment is one of the most important economic benefits of the Project. It is one of the most accessible and direct benefits for the City's residents and it's residents and is a primary means by which develop- mental, operational and maintenance expenditures generate indirect econ- omic benefits. A portion of this employment occurs on -site as a result of new spending at the retail enter- prises, and a portion is derived from on -going operations of the Project. Further employment is generated off - site by the expenditures of employees of the Project and businesses located in the Project, at area businesses. As can be seen in Exhibit I, total short- term (developmental) employment will average 2,260 employees over a thirty month period and the total on -going employment will average 570. The total on -going positions can be summarized as follows: • Management • Security • Parking • Maintenance/Facilities • Retail -9- Discussion Of The Results By Economic Indicators Wages The analysis deemed wages are a direct by-product of employment. As discussed in the above section, both on -site and off -site jobs are created. There were both temporary and permanent in nature. To compute the wages associated with the new employment we started with budgeted data directly related to the developmental and operational phases of the Project. Employment, such as construction related employment, was obtained directly from construction estimates. These numbers were tested for reasonableness. Output The output generated, as a result of the development and operations of the Project, is caused by the follow- ing type of expenditures: ➢ Development costs expended in the City (100%) ➢ Annual operational expenditures of management company ➢ New spending in the locality by employees of businesses located in the Project To incorporate the impact of dollars being respent and/or reinvested in the City, a multiplier was applied to total direct output. A multiplier of 1.8792 was used to determine total direct and indirect output created by the Project. This multiplier indicates that for every $100 spent in Miami, another $187.92 will be respent or reinvested in Miami. This multiplier was obtained from the Dade City Planning Department. Direct output from the developmental phase of the Project is primarily a result of developer costs. These costs include land acquisition, site prep- aration and soft and hard costs relating to the Project's construction. To determine the total output we determined what development costs were expected to be or had been spent in Miami. Total direct output during the development phase is $726 million. Total indirect output created by the direct respending in Miami is $638 million. Thus total Miami output from the development of the Project is $1.4 billion. The final component of output results from the direct operating expenditures of the Project, and the indirect benefits created as a result of the multiplier effect on direct output. The Developer provided us with an annual operating budget for the Project. An overall assumption was made that all expenditures would be spent initially in the City. -10- Discussion Of The Results By Economic Indicators Output (Contd.) The total operating expenditures incorporate all estimated expenses of the ongoing operation of the Project. The impact of the retail enterprises was measured separately as an econ- omic indicator. To incorporate the potential respen- ding and reinvesting in Miami, the multiplier effect was measured. By applying a multiplier of 1.8792 to the total direct output from operating expenditures and the retail enterprises, we determined total output (direct and indirect) from on -going operating expenditures and retail sales. Local Taxes A key and significant benefit generated from the development and operation of the Project is taxes. Several types of tax revenue will be generated from this project including ad valorem taxes. Specific ad valorem taxes include real and personal property taxes. Other taxes include occupational taxes and community development taxes. New real property taxes will be as- sessed on the Project. The assess- ment is based on a predetermined mileage rate being applied to the taxable value of the real property. We computed real property taxes for the developmental phase based on the cost of the development of the Project. This assessment base is very conserv- ative since tax on real property typically is assessed on appraised values and not actual cost. The basis for ongoing taxes is also overall cost. The mileage rate was obtained from the City Tax Collectors office relative to the Project's location. The projected annual real property taxes are approximately $25 million. Total ad valorem taxes assessed by Miami -Dade County are allocated based on mileage rates to certain governmental entities. Listed below is the allocation of projected tax revenue. City Operating City Miscellaneous School Operating County Operating Debt Service - City Debt Service - County South Florida Water Library Operating School Debt Service Florida Inland Navigation Environmental Projects Children's Trust TOTAL $ 8,325,802 497,093 7,646,278 5,582,349 617,389 283,343 593,529 483,174 411,593 38,276 99,419 419,844 $24,998,089 Discussion Of The Results By Economic Indicators Local Taxes (Contd.) Although not quantified, the City, through its receipt of allocated state sales taxes will receive an additional benefit as a result of the development and operation of the Project, and from the retail enterprises. Public Sector Costs Impact fees Very significant factors in measuring the economic impact on a specific region of a project are impact and other required development fees. A summary of these fees are listed below: ➢ City of Miami Developmental Impact Fee ➢ City of Miami Developmental Admin Fee ➢ Downtown Development Supplemental Fee ➢ Miami -Dade County School Impact Fee ➢ Building Permit Fee ➢ Installation Energy Fee ➢ Other Fees For the purpose of this economic impact analysis, fees are included as a part of the direct development cost (output). Impact fees total approximately $3.7 million and other fees total approximately $3.5 million. These fees are shown in detail in Exhibit II. -12- Exhibit List Exhibit I Exhibit II Summary of Economic Impact Impact and Other Fees Exhibit - I Summary of Economic Impact OUTPUTWAGES DIRECT DEVELOPMENTAL $ 726,385,123 $ 270,400,000 OPERATIONAL 33,300,000 16,400,000 TOTAL DIRECT EMPLOYMENT TAXES 2,260 570 $ 24,998,089 759,685,123 286,800,000 2,830 24,998,089 INDIRECT DEVELOPMENTAL 638,637,800 237,735,680 OPERATIONAL 29,277,360 14,418,880 TOTAL INDIRECT 667,915,160 252,154,560 TOTAL BENEFITS $ 1,427,600,283 $ 538,954,560 2,830 $ 24,998,089 TOTAL DEVELOPMENTAL $ 1,365,022,923 $ 508,135,680 2,260 TOTAL OPERATIONAL 62,577,360 30,818,880 570 $ 24,998,089 TOTAL BENEFITS $ 1,427,600,283 $ 538,954,560 2,830 $ 24,998,089 - 13 - Exhibit - II IMPACT AND OTHER FEES: A. Development Square Footages: Square Footage 1) Total gross building area (with parking) 3,806,000 2) Maximum development area (FAR) 2,844,911 3) Gross parking area 975,000 B. Impact Fees: Amount 1) City of Miami Developmental Impact Fee $ 1,449,675 2) Developmental Impact Administration Fee 43,490 3) Downtown Development Supplemental Fee 2,195,148 Total of all Impact Fees $ 3,688,313 C. Non -Impact Fees: 1) Miami Dade W.A.S.A. "connection fees" $ 2,471,525 2) Building Permit Fee 195,000 3) Installation Energy Fee 384,000 4) Major Use Special Permit Application Fee 30,000 5) Miami -Dade County Code Compliance 400,000 6) Radon Gas Fee 4,875 7) Fire Plan Review Fee 9,263 8) Ground Cover Fee 824 9) Land Use/Zoning 978 10) Zoning Review for Building Permit Fee 60 11) Certificate of Occupancy Fee 250 12) Application Fee 35 Total of all Non -Impact Fees $ 3,496,810 Total of all Fees for Project $ 7,185,123 Source: City of Miami Planning, Building and Zoning Department. Miami Dade County Impact Fees - 14 - ONE BAYFRONT PLAZA MAJOR USE SPECIAL PERMIT SURVEY OF PROPERTY Prepared By: Accurate Construction Survey Corp. 3203 Mary Street, #2 Miami, FL 33133 ACCURATE CONSTRUCTION SURVEY CORP. P.O. BOX 332161 MIAMI, FLORIDA 33233-2181 (305) 447-6908 FAX (305) 447-9660 EMAIL: INFO®SURVEYFLCOM 2841 DAY AVENUE MLALD, F10RlDA 33133 REPORT OF ALTA/ACSM SPECIAL PURPOSE BOUNDARY SURVEY FOR DEMOLITION FORA NEW COMPLEX LANDS DESCRIBED HEREIN PLAT BOOK 85 AT PAGE 76 WAIN-DADE COUNTY, FLORIDA ORIGINAL DATE: JANUARY 30, 2004 CURRENT DATE: NOVEMBER 1. 2000 )P(:AT. DESCRIPTION: THAT PART OF BLOCK 127N OF "PLAT OF BLOCK 127N AND PORTION OF 120N", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 25, AT PAGE 76, OF THE MIMIC RECORDS OF 10AM1-DADS COUNTY, FLORIDA, BOUNDED ON THE WEST BY SOUTHEAST 9rd AVENUE, BOUNDED ON THE SOUTH BY SOUTHEAST End STREET, ON THE EAST BY BISCAYNE BOULEVARD. AND ON THE NORTH BY SOUTHEAST let STREET. IINRI'® TO AND FOR: NORTHWESTERN CAPITAL CORPORATION, A FLORIDA CORPORATION 100 SDUTII BISCAYNE BOULEVARD KLEE, FIORD)A 33131 EINTREEED N: NORTHWESTERN CAPITAL CORPORATION, A FLORIDA CORPORATION ARGON ONA REALTY ADVISORS. INC. TRANSAMERICA FINANCIAL LIFE INSURANCE COMPANY. a Now York Corporation REAL ESTATE ALTERNATIVES PORTFOLIO S. a Delaware LDOHed AebWty Company AND ANY OP THEE AFFILIATES, SUCCESSORS OR ASSIGNS ROSENTHAL ROSENTHAL RA00O3 LIG COMMONWEALTH LAND TOTE N0002240E COMPANY BURYCY DATE: M. .CERTIFIED, MARIE 27 2006 REVISIONS: MARSH 30. 2006 (0T2RMENTR & THAT DATA). RBPLS10N8: ABB 4. 2000 ADDIEO_wsL 21vCTT1 R _ ). 8H0ISI0N9: NOVEMBER 1. 2006 IDRRUTION & ZONED RIGHT -DP -WAY) ACCURACY. THE EXPECTED USE OF TIE LAN. A8 CLARET® IN THE MINWUM TECHNICAL STANDARDS (61G17-(4 FAR). R 'HIGH RISK COMMERCIAL:. THE MINDOIM REATPE DISTANCE ACCURACY FOR TES TYPE OF SURVEY E 1 FOOT N 10,000 FRET. TEE ACCURACY °STAINED BY IMMUREMENT WITH A S010QA TOTAL STATION (SAT 4110-R) AND CHICAGO 900 NOT STEEL TAPE AND CALCULATION OF A CLOSED GFEMETEC FIGURE WAS POUND TO EXCEED THDR REQUIREMENT. DATA SOURCES: THE DESCRIPTION WAR POEMS EO HY THE 011NEN AND ROSENTHAL ROSENTHAL HAMC0, TIC AND COIWONWEAAR LAND TYNLE INSURANCE COMPANY C(M MITMENT N0. 602011772CA. RRFLTIVE DATE: MARCE 9, ZOOS. EAHEMEMS THE RECORD PLAT SHOWS NO UTILITY EASEMENTS, UTILITY EASEMENTS ABS FRED IN MA10 -DADS COUNTY PUBLIC RECORDS FOR ALL UTILITY SERVICES AS REQUIRED AND SHOWN HEREON. BOUIU)ARY NCON5lST000®: NO DIFFERENCES GREATER THAN 00.09 FEET WEIR NOTED BY MEASUREMENTS AS COMPARED 70 CALCULATIONS FROM TIE. DATA RECEIVED AND ARE SHOWN AS RECORD AM) SPECIAL NOT. THE ORIGINAL UNDERLYING RECORD PAT AND CRY OF MIAMI ATIAS WERE TAIT2 INTO ACUOUNT FOR THE STATEMENTS MADE BENEON. 010020SSIONAL S(1R1E'YUB: ANO MAPPER IN RESPONSIBLE CHARGE: CSATHES W. .CARE, LICENSE NUMBER LS 1080 (STATE OF F1,0RIDA)- LB 7265 MAP OF BOUNDARY ALTA/ACRM SURVEY FOR: SEE THE NAP OF BOUNDARY SURVEY. THIS SURVEY MAP IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER. THE SIGNATURE AND SEAL CAN BE FOUND AT THE END OF THE REPORT ON SHEET 1. THE MAP AND REPORT ARE NOT COMPLETE WITHOUT THE OTHER. THIS SURVEY, IF PROVIDED ON ELECTRONIC MEDIA, IS NOT COMPLETE WITH OUT THIS ORIGINAL, SIGNED AND SEATED BARD COPY OF THIS MAP OF SURVEY. TITLE COMMITMENT No. 60263773CA SCHEDULE B-E EXCEPTIONS: 1. RESERVATIONS RESTRICTIONS. AND DEDICATIONS AS CONTAINED ON THE PLAT OF PLAT OF BLOCK 127N AND A PORTION OF 120N RECORDED IN PLAT BOOK 26. PAGE 76, OF THE PUBLIC RECORDS OF 1QAM1-DADS COUNTY, FLARIDA: a) THE STREETS, AVENUES AND BOULEVARD AS SHOWN ON THE PLAT ARE HEREBY DEDICATED TO TIE PERPETUAL URE OF THE PUBLIC FOR PROPER STREET AND HIGHWAY PURPOSES, IT BEING EXPRESSLY UNDERSTOOD THAT THE GRANTOR HEREIN RESERVES UNTO ITSELF, AND NS SUCCESSORS AND ASSIGNS. THE REVERSION OR REVERSIONS THEREOF WHENEVER ANY OF THE PROPERTY DEDICATED HEREIN SI1AI.). CEASE TO BE USED AS A PUBLIC STREET OR HIGHWAY WHETHER THE SALE SHALL BE DISCONTINUED BY TAW OR OTHERWISE. b) IT L9 FURTHER UNDERSTOOD AND 13 CONSIDERATION FOR THE ENTERING INTO THIS DEED OF DEDICATION, THAT THE LOCATION OF THE CURBS ON AND AROUND TER PROPERTY AS SHORN ON THE PAT, SHALL BERME AS SHOWN THEREON, AND SHALL BE CONSIDERED THE TRUE LOCATION OF THE SAID CURBS, AND SHALL NEVER BE ALTERED 0R CHANGED SO AS TO ENCROACH ON ANY OF THE PROPERTY AS SHOWN ON THE PAT BETIIEEN THIS EAST LINTS OF BLOCKS 120 NORTH AND 121 NORTH, AND THE CURB LINES ON HISCAYNE BOULEVARD. 12. FLORIDA POWER & LIGHT COMPANY EASEMENT DATED DECEMBER 20, 2000, 0.R. BK. 18418 AT PAGE 4666, OF THE PUBLIC RECORDS OF MOA21-DADS COUNTY. (PLOTTED SPECIFIC PORTION PROM EXHIBIT II" & BLANKET EASEMENT AS TO SERVICE T1@OUG10TOUT STRUCTURE) DELEISTAIDIFIL 1. TIM 1rt0V=Y HEREON RNPIUMEN1S A 800NDA= A5-BUILT SITE SLIMY. UMERIMMINO NIMETMC3 AND/OK VALETS III T NO LOCATED. THE SCOPE OF TM SURVEY Di TO MIME ISM TL® AS PROVIDED AND RETREH� HE HY TTRUE common. AND THE U.XELTBIG PLAT(41 40 AS MIMI N 1= C IMONWP.ALTH LAND TITO DIE RANGE COMPANY COMDETIEUT. MCROACRMHTH 1ERC NOTED BY THIS SURVEY AND SHOWN HEREON. RANY NOTORIOUS a MN. or oCT: WATER AND/OR We OF TDE DESC®RO PA C= FOR ICITIB-OF-WAY, INGRESS OR EGRESS ® SIR! ON 1188 SURD= DRAWING. HOWEVER, TIM OMIT DOM NOT PURPORT N HER@.T ANY =CORM INBraH01118 OR SGND-OF WAY OMNI THAN AM SUMO SHOWN GOILISMILLx LAND THE i AI DV R 1O PANY COMA" OOTIGOIT, ABP DRAWING, 4. TIM RBF1YOR DM RESEARCH THE PARTICULAR MUM AR W4N1® BY THE EORRO or THE 00CIa® PARCEL 1HR SURVEY DOES NOT CRAFT THAT IUT0R2 DPHOV7Im0R WY NADIR CONPIJANCB WITH THE ZONING BROULT80N3 OF THE CITE OP MIAIO AB WY BE CURRENT.T IN PLAICE. NORTH A0R011 AND RMWIGE ARE DEWED FROM TR A29MI= I®IAN ON T86 RECORDED PLAT AND CITY OP mum HURRY ATTAR PROEMS TREY ZONED RIGHT -OP -WAY ALL AND RERG HIDOAN. THE BAR IMES W THE ,STY OF MMIO AJAR ARE BROWN ESERON R 1TR MIME INSURANCE RATE MAP PANE. WALL DATED S-D-W DEBT DINT 7-17-0 CO W INTF no. LOW KATSNAC FRO® INSURANCE PROGRAM DBNIIBAI89 THE HERON AI0 10 BB WWII LONE 21E' A Y . E2TAT R / 11ET. TEM B A SPEOAL FLOOD KARAM ZONE (CORRIHEICTED IN TDB IMO t2R0. - NO FIORD 8EgUITOSD Te - (274 TBFU PAW ZONE 'A8' ILO RFS 1001E HAVE PREPARED) T. ETEATIM E A 2E1 IRO N (1 E . GENUS= =MCIL DAMN AND BERM1AW ARE CRY, Gomm, STATE=008= VIAMCAL NBPBBE06 MONUIWRTR O. 18E B A HAND SURVEY AND WAB PREPARED M ACCORDANCE 000 FLORIDA BATOMW 472 AND THE SURVEY COMPLIES MI THE MONNIY TH1011204 @TANDE08 ADOPTED BY THE MM. OWE BOARD 2PPRO2®BENAL LANE SURVEYORS PORSU.UN TO MAPTEE E 1T-0. TIORMA ADIGNBTRATHO CODE, WERE THE 104SR�08 PI THE DBEA 2ROCATRH. B. EL8ATONR APPEAR 80 gy41L20 (0. f1ID BIXCH WANE USR WAD: OTT OF MIANI R9EIP0IRN BEIOB VIER A102 RECORD PUT EEOWS NO 0ASHERN a OTDGTE SE VE= ARE PROVEED SO THE 211E MONO ND =ROES 701E DEDICATED RGHTS OP WAY AM Of01TY 2ABEmOW EEPElEEID. O DESIGN Do31, I.)RD COPY DRAWL., (LIP OF )Ua 0Yl 140 THE DISISETTE131 EEc EDE COWIRTE £UN1SY. TR. DISKETIETS1 ARE - T Ins SIGNED AM RAM° _SAL Is TEE RRPont of HERSEY OS THIE EUREET IME,IDED FOR THE pas oF THE PARTIES To 1{11031 THIS SURVEY IS OM.. 70 APO R. ANY co_TOR �AIDN REPRODUCTION NOT ORIEN.TE. THIS TURVExoR TIME. Av °RISME TO VERIFY TRE..E CONTACTED FOR REVIEW. APPRO.. AND MUTTS PRIOR TO ANY ESCAYETI011 SE !IOW SUTTEE SHOULD BE DIVE, TO TEE EERYITE PROTTDERF SITE AREA SQUARE FEET = 97,817.136 +/- ACRES = 2.25 +/- W SURVEY NUMBER: 00-OE -270 SHEET 1 OF Q LOCATED IN: THE CITY OF MIAMI IIIAW-DADE COUNTY FLORIDA LOCATION SKETCH SCALE: 1=100 FEET (IN 11x17 DRAWING) BITE SKETCH SCALE: 1=50FEET (IN 11 x17 DRAWING) SPECIAL. NITER: THE SITE IS ZONED CBD (CENTRAL BUSINESS DISTRICT). NO HEIGHT OR SITE COVERAGE LIMITATIONS. CITY RIGHT OF WAY REQUIREMENTS ARE FOR 25 FOOT RADIUS RETURNS AT ALL CORNERS. PLATTED AND ZONED RIGHT-OF-WAY LINES ARE SHOWN IN THE DETAILED LOCATION MAP SHOWN ON SHEET 1, HEREON. CURRENT 5 FOOT BUILDING SETBACK REQUIREMENTS ALONG ALL RIGHT-OF-WAY PROPERTY LINES. NO WATER RUN-OFF DEVICES ARE VISIBLE ON BUILDING EXTERIOR (INTERNAL SYSTEM IS ASSUMED). ALL EXISTING IMPROVEMENTS ARE TO BE DEMOLISHED. THIS AS -BUILT SURVEY WAS MODIFIED TO FACILITATE A NEW PROPOSED OFFICE TOWER. HOTEL AND PARKING GARAGE. SURVEYDES CERTIFICATE 112E GNORRBIGNED. RUING A RRCRBCERED SUHVEYDR GP THE STATE OP FLORIDA. CERTIFIES TO NOR INIESTRRN CAPITAL CORPORATION. ARGON USA REALTY ADVISORS, INC. TILINSAH®ICA FINANCIAL LIFE 1NSHRMICE COMPANY. REAL ESTATE ALTERNATIVES PORTFOLIO 2 ROSENTHAI, ROSENTHAL RASCO, LIE AND COMMONWEALTH LAND. TITLE NSIINAN(E COMPANY AS F011AW3: 1. NHS MAP OR PLAT AND THE SURVEY ON BIRCH IT 19 RASED WERE MADE IN ACCORDANCE WITH TIE 'YND111M S7ANDAR0 DRTAO. REMUERYffi213 POR ALTA/ACBM LAND THI2 SNEPS. TOMMY RSIAS.RBED AND ADOPTED BY THE AMERICAN LINO) T1TIE ASSOCIATION AND THE AMERICAN CONGRESS ON SURVEYING ARO MAPPING IN 1999 AND THIS SURVEY MID THE REQUMEMEITe FOR AN URBAN SURVEY AS DEFINED THEREIN. 2. THE SURVEY WAS MADE ON THE GROUND AND Rlwnm21e.0 BKf0KEN MARCH 20, SODS AND APRI. 4, 2008 AND CORRECTLY SNOWS THE AREA OF THE SUBJECT PROPERTY, THE LOCATION AND TYPE OF AIL BUODNGS. STRUCTURES AND OTHER IMPROVEMENTS SITUATED ON THE SUBJECT PROPERTY. AHD ANY OTHER MA7TER8 SITUATED ON THE S0R18CT PROPERTY. S. EXCEPT AS SHORN, THERE ARE N0 VISIBLE EASEMENTS 0R moors DP WAY OF WITCH THE UNDERSIGNED HAS BEEN AMMO. 4. EXCEPT AS SHOWN ON THE SURVEY, THERE ARE NO OBSERVABLE. ABOVE GROUND ENCROACHMENTS (e) HY THE I0PR0V0EN18 ON THE SUBJECT PROPERTY UPON AR /IMO PROPERTIES, STREETS, 0R AWNS. OR (b) 8Y THE IPHOTFIENN ON ADJOINING PROPERTIES, SMNEAIS, 0R AL12YS UPON THE SUBJECT PROPCWPY. 6. THE LOCATION OF EACH EASEMENT, RIGHT OF WAY. SERVITUDE. AND OTHER MATTER AFFECTING THE SUBJECT PROPERTY AND LISTED IN THE 1171E COWRTMEET DATED FEBRUARY 7, 210E BY COMMONWEALTH AND TIER INSURANCE COMPANY WITH RESPECT TO THE SUBJECT PROPERTY. HAS (0001 SHOWN ON THE SURVEY, TOGETHER EDT APPROPRIATE RECORDING RBFEENCLS, TO THE EXTENT THAT SUCH MATTERS CAN DE LOCATED. THE PROPERTY SHOWN ON THE SURVEY 1S THE PROPERTY DESCRIBED IN THAT TITHE COMMITMENT. THE LOCATION OF ALL °PROVE ENIS ON THE SUBJECT PROPERTY N N ACCORD WITH M➢N(UM 00104CX PROYISONS AND R0TOICYIONS AS or TIE DATE op CON0TRTCYION 07 BHYIORD REVERENCED IN SUCH TTT2 C010IBMENT. 8, THE SUBJECT PROPERTY HAS ACCESS TO AND 1R011 A DULY DEDICATED AND ACCEPTED PUBLIC STREET OR HIGHWAY (SE. 3rd AVENUE. S. BISCAYNE BLVD., 9.E. ]et & 2od St... ALONG & ADJACENT TO 17E YOUR(4) PROPERTY LINES. 7. EXCEPT AS SHOWN, T88 SUBJECT PROPERTY DOES NEP SERVE ANY ADJOINING PROPERTY FOR DRAINAGE, UTILITIES. 0R INGRESS OR EGRESS. B. THE RECORD DESCRIPTION OF THE 9UDJECT PROPERTY PORYB A MATHEMATICALLY HOSED FIGURE. 9. THE PROPERTY E NOT WITHIN A SPECIAL FLOOD HAZARD AREA THE FLORIDA. INSURANCE RATE MAP PANEL 0I91I DATED 3,2:34. INDEX BATE 7-17-96 00101ULY1Y N0. 120E50 NATIONAL FLOOD INSURANCE PROGRAM DELINEATES THE NRREM DESCRIBED IAND TO RE WITHIN ZONE EIEPATION 00 N/A PFOT. THIS R A SPECIAL FLOOD HAZARD ZONE. (CONSTRUCTED IN THE MID MOON - 140 FLOOD REQUIREMENTS - 1974 THEM 19B7 ZONE "AE' 0.0 B.F.E. WOULD HAVE PREVAILED) 10. THE LEGAL DESCRIPTION E A METER & 20WD3 PORTION OP A PATTED PARCEL N0 HIATUS OR OVERLAP OF T88 PARCELS WERE CAIOIILATED OR OBSERVED ON THE GROUND. T08 PARTIES TASTED ABOVE ARE ENT= TO RELY ON THE SURVEY AHD TRIO CERTIFICATE AS DENG TRUE AND ACCURATE. TINS IS TO CERTIFY THAT THIS MAP AND THE SURVEY ON WHICH ET S BASED WERE MADE IN ACCORDANCE WITH 'MIN81U1 STANDARD OETA0, REQUIREMENTS FOR ALTA/ACSM 1AN0 TNLE SURVEYS: JOINTLY ESTABLISHED AND ADOPTED BY ALTA ACM AND mpg N (P0H, AND INCLUDES 2TEIN 2, B. 4. B, 7(6), 7(11)(1). 7(C). D. 10, T(B) SIURFACE OBSERVATION SHOWN, l4, 15, AND 1B OF TABLE A THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED HY ALTA. ESPS, ACSN AND IN EFFECT ON TUE DATE OF THE CERTIFICATION, TIE UNDERSIGNED FURTHER CERAM. THAT THE POSITIONAL UNCERTAINTIES RESULTING FROM IRE SURVEY MEASUREMENTS HARE ON 111E SURVEY DO NOT EXCEED THE ALLOWABLE POSITIONAL TOLERANCE.' ACCURATE CONSTRUCTION SURVEY CORP. P.O. BOX 332181 MIAMI, FLORIDA 33233-2181 (305) 447-8906 FAX (305) 447-9660 EMAIL: INFO@SURVEYFLCOM 2841 DAY AVENUE 10A1W. FLORIDA 33133 MAP OF BOUNDARY ALTA/AGSM SURVEY FOR SEE THE MAP OF BOUNDARY SURVEY. 11113 SURVEY MAP IS NOT VALB1 WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AM) MAPPER THE SOINATURR AND SEAL CAN BE FOUND AT THE END OF THE REPORT ON SHEEP 1. THE MAP AND REPORT ARE NOT COMPLETE WTT80IIT THE OTHER. THIS SURVEY. IF PROVIDED ON ELECTRONIC MEDIA. 1S NOT COMPLETE RTf11 OUT THIS ORIGINAL, SIGNED AND SEALED HARD COPY OF THIS MAP OF SURVEY. LEGAL. DESCRIPH0N: THAT PART OF BLOCK 127N OF 'FIAT OF BLOCK 127N AND PORTION OF 1EON', ACCORDING TO THE FIAT THEREOF. AS RECORDED 1N PLAT BOOK 26, AT PAGE 76. OF THE PUBLIC RECORDS OF MIAMI-DADE COMITY. FLORIDA BOUNDED ON THE WEST BY SOUTHEAST 3rd AVENUE, BOUNDED ON THE SOUTH BY SOUTHEAST End STREET, ON THE EAST BY BICAYNE BOULEVARD, AND ON THE NORTH BY SOUTHEAST let STREET. SITE AREA SQUARE FEET = 97,817.88 +/— ACRES = 2.25 +/— LOCATED IN: THE CITY OF VIM MIAMI—DADE COUNTY. FLORIDA LOCATION SKETCH SCALE: 1=100 FEET (IN 113[17 DRAWING) I T• ='NO VV - VOTER VALVE • T,�RR. ANGLE, L..� ICIER 1..Q ABSDI PCP - P• ER TORCOMM POINT 1 _ cam, (10 RN - PENNaTREFYRD�IMUNINTCBS EirBUMS WMCI. PC - PEONY IV CLOVE11/1 RIGHT Dr DAY OM PiRN - n0011 WAXn : T TYPICAL ODA SENT., :� �NTCFW DIS - WE NEW MissCR -wTAR.gRmRAT,mKG SP - PARKING MICE MD 4T - GREASE TRAP m.¢N' re _ FIBER amIROFFIL es - U TART LSWI1 MIK oS- -°. LINE RPV - .TER Mal Wn ROO DETECTOR DEED - PILE. a PUS. SWARDS — — 5FLAGLER 11 25' 5 II jI N W 11 vi 4 ' 25' ior jm Iq r 10' A. PLAT OF BLOCK 127N AND PORTION OF 120N (25-75) STREET 5 28.7I I i, 33.73 I I PLAT OF BLOCK 127N AND PORTION OF 120N (25-75) m I5�1 1 S.E. 1st STREET m . 14S.E. 1st STREET m .daaw Dl s AMMO' E � • e.7s•j}jh . j/1 / j j j /7/j � / j/i4 '> , I j/%///%///�////////////�////�/ / // /// ///� 20I j' ; .//'; /////////////////////// /////////////// PD I 1 /, //.PLAT OF BLOCK 127N AND///j��o-'.' CO = :j///PORTION OF 120N (25-75)"/////°` i w j ,-//// /// ////%%//�/i j// j/i� j///j// e I W vi J I i i%////////i/////// j j//-///�///i/// jy// Z //////////////,/////////////////// 2Oit SURVEY NUMBER: 00-09-270 0,1� SHEET a OF 3 125' jf II 1Q' r NaT PLAT OF BLOCK 127N AND PORTION OF 120N (25-75) 3175 ' .E S. 2nd STREET — ▪ - ---�----------- a --ilk-- o S.E. End STREET ri / . 1 1)25' I � jI jI j jI JI jl j 4 w a b !I N I 151.24' r=a It vi IIy j m S.E. 3rd II STREET irt wear (N) E At5.'24' 40' I ACCURATE CONSTRUCTION SURVEY CORP. P.O. BOX 332181 MIAMI, FLORIDA 33233-2181 (305) 447-6906 FAX (305) 447-9660 EMAIL: INFO®SURVEYFL.COM 2341 DAY AVENUE MAW, FLORIDA 33133 I.F&AT. DE:333 PTTON: THAT PART OF BLOCK 127N OF 'PLAT OF BLOCK 127N AND PORTION OF 120N', ACCORDING TO THE FIAT THEREOF, AS RECORDED IN PLAT BOOK 25, AT PAGE 75. OF THE PUBLIC RECORDS OF MIAMI—DADE COUNTY. FLORIDA, BOUNDED ON THE BEST BY SOUTHEAST 3rd AVENUE, BOUNDED ON THE SOUTH BY SOUTHEAST End STREET. ON THE EAST BY BISCAYNE BOULEVARD. AND ON TIE NORTH BY SOUTHEAST let STREET. SITE. AREA SQUARE FEET = 97.617.86 +/— ACRES = 2.25 +/— LOCATED IN: THE CITY OF MIA141 MIAMI-DADS COUNTY FLORIDA LOCATION SKETCH SCALE: 1=50 FEET ON 11x17 DRAWING) FGFND LOOM PARK W- VA RNVALVcivra.ue� a'w.i CALL- manArco PCP - PERMANENT CO PM - CATCH LONER RREMOE Pandi CPS - mC RIE KOCK nia PC - PORN OF CURVE =6XP RAI mKT or VAT CC CONCRETE N - DROLL HEE e▪ n . • POW OF CMa[MFNNT NN VA - VAi[R w.p 'WIN MO - ETRE NC MG -- ANDRM PARKING M G �R IIBBEER���COP pTS DE - IITI ITT MEW. NnL EOM PL - PP2 EOC a - P e — R�TO NO4010 B LINE DEED - FILED IN PUBLIC RECORDS REV - WATER NMI OMR FLOW DETECTOR MAP OF BOUNDARY ALTA/ACSN SURVEY FOR SEE THE MAP OF BOUNDARY SURVEY. THIS SURVEY MAP IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF TEE FLORIDA LICENSED SURVEYOR AND MAPPER. THE SIGNATURE AND SEAL CAN BE FOUND AT THE END OF THIN REPORT ON SHEET 1. THE MAP AND REPORT ARE NOT COMPLETE WITH0ITT THE OTEIE R. THIS SURVEY. IF PROVIDED ON ELECTRONIC MEDIA, IS NOT COMPLETE WITH OUT THIS ORIGINAL SIGNED AND SEALED HARD COPY OF THIS MAP OF SURVEY. ME -- 28.75' � I F''H 15' 33.75 - ND0,pe 28.75 -- E ML FN (No ID) In (U N W E / N. S SURVEY NUMBER: 06-09-270 STREETMI OM WATER MAIN - SEWER AIN - UNDERGROUND POWER & ELECTRIC m A'rla1°"ATPT STORM (RAIN SYSTEM - GAS MAIN sPLAT. .td... i yRt3Ve V ti I END ID.H. .,�.em. 143 'n+® Ei ip - o'ke'(No D> WATER MAIN - SEWER MAIN - UNDERGROUND POWER & ELECTRIC STORM DRAIN SYSTEM - GAS MAIN D) - '3 -fly 1•'5824� _------ --- 'fie---'e �'�: S, U) (U ` I 19y.:-T4� ----- S.E. 2nd STREETp7.3 CLAM LAW Er PLA o 4�Rm SHEET ,T OF 2 3 6 ONE BAYFRONT PLAZA MAJOR USE SPECIAL PERMIT DRAWINGS SUBMITTED Prepared By: Terra Architecture, Inc. 232 Andalusia Avenue Suite 230 Coral Gables, Florida 33134 14) 41), ) 4 44,4.,14 ),-44.44,44 VIEW I: !WM WEST VIEW FROM EAST VIEW FROM NORTH EAST \Inv FROM EAST SITE PHOTOS 0 * Midtown Mimi"( t r Retail and Residential • .1 Modol Cities • Overtowp; Reel ntla EnterlaInme . . • Wynwood ' ' • • •., • - "New Realifentle to Developments Edgewater a a [WM ons HetelafFte oln • ,tele ade Community Collae and Avomio 41 • , • Reildinfiel Matamin Park .1. :• demean OM OM ONE IJ Thiatin. • BAYFRON ,)< PLAZA,/ It SiDgettrAl, RETAst, EMU RTAINVEM Havana f , rickell •,-- • ary Orlekoll Village • and Rest4Min -111 We Brisket" • -,South Brickell TERRA ARCHITECTURE • Watson Island Miami -Dade Seaport LEGEND DDA Boundari CRA Boundaries Biscayne Boulevar Art, Culture & Entertainment Emerging Sub -Districts Under Construction Developme Planned Development Under ConstructioniPlanned Retail Developments Flagler Streetnewelry District GENERAL LOCATION MAP ONE BAYFRONT PLAZA No S. BISCAYNE BLVD. MIAMI, FLORIDA FLORIDA EAST COAST REALTY UL L 1 j MARROTT HOTEL I - S 5 PAP cOSION CENTER t NE' THREE BV¢D'HCS E. FLA EER STREET SE 1ST STREET OFFICE 6 0 70-STORY I HOTEL` 70-STORY SE 2N11 SIREE1 PAZIP C STRICTURE RNA COVERED NET TA Bukca1O5 J I I d4- YET ONE XiOOAP Rt t i FLTORE CONIVIONRY CONNECT* BAYFRONT PARK BAYFRONT PARK Noon STRJCTTRz CHOPIN PLAZA !,4fERCCN ROIT/L HOTEL POOL DECK PARCNO S,RUCNRE ORE VW GENERAL LOCATION MAP TERRA C *aloe Msg. Cabkn S 31 3. o. a 0.11. . TM tL : Aupw oR021-1,.:1 SFTE-. ih.se Oeeigne And OraWilge Are The COPI.,gh ed P-ap.rty Of TERRA A,Mllt[Iurt and Uny Nof A• R�PrMie... F.nwf r I nr Th Ar n' Tree Contractor Mus Check And Verify All D1mer&o s Of Tne IOb And BF RaFPPnttbl* Far S1me Re.urfing My A!crepanclee fa 10. Mrlhllecte Referee Commencing work Orawmgs lNot i0 Re Scaled 1-95 RAMP 1-95 RAMP MET THREE 9...-^.INGS MET TWO BUILDINGS E. FLAGLER STREET SE 1ST STREET_ PARKNG STRUCTURE TOPE OMINIU COVERED ( WAC11WM PLAZA TOWER MET ONE DOMINI METROMOV CONNECTION BAYFRONT PARK PARKING STRUCTURE OFFICE 4-STORY BAYFRONT PARK CHOP1AP1A[2 P00L DECK VIEW FROM WEST VIEW EROM EAST VIEW FROM NORTH EAST VIEW FROM EAST Heainq Ban. ^ ,2 • SITE PHOTOS::, TERRA Cotai GhI IL J.1134 •%. ACCURATE CONSTRUCTION SURVEY CORP. P.O. BOX 332181 MIAMI, FLORIDA 33233-2181 (305) 447- 6906 FAX (305) 443-9660 EMAIL: INFOF0SHRVEYFL.CCM UE 11WML 1 FLORIDA DAY EN 23133 REPORT LANDS DASTA/SCSMOET HEREIN SURVEY PLAT 30K LIAEff 025 AT PAGE 75 2,1 LORIDA RICI1AL DATE' H.NDATE: APRILF2,, 2007 LRAM DFS^RI='TOI MAP OF VACANT srl'E BOUNDARY ALTA/AGSM SURVEY FOR SEE THE MAP OF BOUNDARY SURVEY. THIS SURVEY MAP . NOT VAUD VITHOUT LORIDA LICENSED 5 RVEYOR AND MAPPER SIONNIVRE AND OINTHE SIGNATURE ANO SEAL U. E.NSED SEAL or THE CAN BE HE MAP AND REPORTIHND AARE NOT CO.IETB WITHOUT THTT. END OF THE REPORT ON E OTHER, T PROVIDED ON ELECTRONIC .� ORIG.A4 SIGNED AND SEALED HARD COPY OOFLTHE MAPSOF SEIM,. F BLOCK 127N OF 'PLAT OF BLOCK 12EN AND PORTION OF ACCORDING TO THE PLAY THERETEE, AS RECORDED N PLAT BOOK 25, AT PAGE 75, OF THE FLORIDA B WEST CBYFSOr[HEAST 3rtl AVENUE,BOUNDED ON THE SOUTH BY SOUTHEAST 2, SOUTH STREET, 1st sEASSTREET'.BDE Y BISCAYNE BOULEVARD, AND (IN KBE Nc U OP PTIPTED ART FoR RIL,RD TO, NORTHWESTERN CAPITAL CORPORATION. A FLORIDA CORPORATION REAL ESTATE: ALTERNATEES PORTFOLIO 2. Delay ara Limi d DELHI" Coro -Ear, AND ANY ne THEIR L.:LUTES. SUCCESSOR,' OR ASSIGNS COMORE.ALTH LAND Ty. INSUPSLICE RECERTIFIED, MARCH 2006 ARCH 30 2026 (EASEMENT.. a PLAT DATA ITIOR AL STRUCTURE RetESION"Pea 2037 (ASD&WANE s . Yon E O RP, Cuc0uTIONSI. RERP'R'CTED USE F4C. LAND: AS CLASSIFIED IN T. &MAUR TYLIELKAL ACCURACY ) POUT 00190ED BY EXLEETHEVL TAP 9277 WITH A A,IDM o. „COTAL 41102T)I7 FIGURE RWAS A DATA SOURCES: COL,TYT. TEE RECORD PLAT PUBLIC RECORDS C0R All D/ ORS NO UTILITY RASE.NTS. TILRI 2EENCE2 9Ecu �o AND 2H0R.TBOUNDARY INCONSIST.CIES: VIrOXIGITTAT8uNeaRLEPIO RECORD PLAT AND CITE OF ML.41 ATLAS WERE TEENY INTO ACCOUNT FOR THE STATE.NTS ID.DE HEREON or Ise FLORIDA FiBmwo nn IOEO 2220' (c"n) 01012902E es )020 11 suavcn hYLslercERC e As suevrer 0 sns)-µ ��r rn[`up 0r�sum�iez� 22m 190v9792 9 80001 E LOCATED IN: THE CITY OF MIAMI MIAMI-DADE COUNTY, FLORIDA LOCATION SKETCH SCALE: 1 6O FEET SITE AREA S@UARE FEE_ = 95,269.02 +/- ACRES = 2.20 TTLI INSURANCE A Ro DS KAP DR MAT AND INE SURVEY ON WHICH IT IS BASED WERE EIN ACCORDANCE WITH T. 21.2411.1 STANDARD DETAIL REJOINS...WS MR A A&ANO TITLE SURFER: JOINTLY ESTIBUS.D AND ADOPTED AY TIM AMERICAN LAND TITELE MI 4, 20. AND CORRECTLY SHOWS THE AREA OF 211E =MELT PROPERTY, THE ON ANC TYPE OF BURIN., STRUCTURES AND OTHER IMPROVE.NTS SITUATED ON THE SUB.. PROPERTY. AND ANY OTHER LAMM SITUATED ON TTIE SUBJECT PROPERTY. EXCEET AS SHOWN. T.RE ARE NO VISIBLE EASEMENTS OR RIGHTS OF WAY OF WRIGH THE UNDERSIGNED HAS BEEN ADTSED. 4. EXCEPT AS SHOWN(a) BY THE IMPECV11111211b ON ADJOINING PROPER.S, STREETS. OR kJ., o R(5)BfOarATIRL&TL. REgEN2 LE&E.,.....NC,ES, TO THE_EXTENT TEAT SUCH MATTERS LPN BF C0S. THE R�ryRAD GWYe30 ACCEPTED U0 HIGHWAY s261. L. ISCAYNE BLVD.. 5E.1,t & R'RR40H�R PROPERTY L... CLOSED FIGURE. PANEL 2 THE PROPERTY IS NOT INSURANCE RATE �uSDATED 1 NAL PL000 INDEX D DANCE e THE 7- - FLORIDAT. .R.E. DESCRIBED LAND TO DE In.. ZONE 2AE. te .X. ELEVATION 0 0 11 0 10. J., LEGAL DESCRIPTION IS A METES BOLRDS PORTION OF A FiaTim PARCEL IATUS OR OVERIAP OF T. PARCELS Yf ERE cacumFer OR OBSLEIED ON ,HE T. PARTIES LISTED ABOVE ARE ENTITLED TO RELY ON THE SURVEY AND 'MS CERTIFICATE AS noun &KT END EccuRARE THIS IS TO CR.. THAL THIS MAP AND THE SIM. ON .1C1.1 BASED RE REQUIREMAENTS u.TA/ACSM LAND Tam SURVEYS: .10.R. ESTABLISHED AND ADOPTED BY ALTA, AGSM AND NSFS . v(A)eas(0)1 ). 7(al. H, 1'0)7ACE PROFESSION SURVEYOR .AND RAPPER IN RESPONSIBLE CHARGE. CHARLs W. CARR, UMRRR (STATE OF FLORIDA) N LB 255 SEAL PLAT OF PLGCK 127N AND OF 120N 25-75) S.E. 2nd STREET _._— S.E. 2nd STREET / a J '' J II P, S.E. 3rd I' STREET i TITLE COMMIMENT No. 502.773CA SCHEDULE_ B-2 ...MR L. RESERVATIONS_ RESTRICTIONS. AND DEDICATIONS ONS AS COF 12. ONTAINED ON rim FLAT OE YVE BLOCK 12TH a. a 75. OF THE PLIL RECORDS OF KM -DADE COUNTY, CORDED IN PUT BD. 25, PAGEUB FLORA, eTHE STREETS, AVENUES AND BOULEVARD AS ON ARE HEREBY DEDICATED TD THE PERPETUAL USE OF THE I THE PUBLIC FOR PROPER STET AND HIGHWAY- PURPOSES. IT BEING ID PRESSLT UNDERSTOOD THAT THE GRANTOR E HERE. RSSN OR REVERSIONS ITSELF. AND ITS SUCCESSORS THEREOT WT{E .ERIDANYoF THE PROPERTY DEDICATED HERE. SHALL CEASE TO EHA)LBECED AS A PUBLIC DI DISCONTINUED BYLAWT ON HIGHWAY OR OTHERWISE. rHETHER THE N)rr Is FOR T. ENT'ERNG INTO THIS CONSIDERATIONR UNDERSTOOD AND IS TBIS DE OF DEDICATION, THAT THELOCATION OF THE CURBS ON OAROUND THE PROPERTY AS SHALE REMAIN AS SHORN THEREON. AND WEE PLAT,OWN ON TILE BE CONSIDERED THE LOCATIONTRUE .T. R CHANGED C TO ENCROACH H OSE N ANY THE OPROPERTY AS moo ON THE PLAT BETDEEN THE EAST 1.m NORTH AND 127 NORTH, AND THE CURB LUES ON BISCAYNE BOULEVARD & LIGHT COMPANY EASEMENT DATED DECEMBER 20, 2000, O.R. BK. 19410 AT PAGE 4605, OF THE PUBLIC RECORDS OF IMAM - DADE COUNTY, LOTTED BLANKET EASEMENT ASP TO SERVICE CTHR000II{TOIFIC OUT A OS'RIEITURE) H & CIES- SPECIAL NOTES: THE SITE IS ZONED CRP (CENTRAL BUSINESS DISTRICT). NO HEIGHT OR SITE COVERAGE LIMITATIONS. CITY RIGHT OF WAY REOUt1EMENTS ARE FOR 25 FOOT RA➢ITIS RETURNS AT ALT, CORNERS. FLATTED AND ZONED RIGHT-OF-WAY I.1NES ARE SHOWN LN THE DETAH,ED LOCATION MAP SHOWN ON SHEET 1, HEREON. CURRENONG ALLT 5 FOOT RUII.UINC SE'I'BAC( RE@UIOCF.:NTS ALRIGHT-OF-WAY PP.O?ERTY LINES. In m m 5 CAL --�--- - O.FL.AGLER PLAT OF BLOCK 127N AND PORTION OF 120N (25-75) h{{� S.E. n 1st STREET ZEST rl Jrm_---:_- — _—_- 77 N oN=- s �jjjj%//RASA zonlcn///%//j////%� /j///////j///j j. /j/////// /j/i r / 71/ /!//: ://:11 :1;;1' :7;/1/1/ %�i II ^/ //�/LT/�OF/BLOCK/ 1275 ND/ �j%/ a PORTION 0 W%/jjPORTION OF 120N (2c-75)/7/ 2 j// j// //// //// j/ jj/ jj // j/j jjj' //// CLlir Q 33-S/i i; /i /i 35 ao n Eo i ii i 20 f 7H>:— SURVEY NUMBER. 03-04-020-R I 0.7E STREET PLAT OF BT•OCK 127N AND PORTION OF 120N (25-75) 20) SHEET I OF 2 ACCURAI'L' CONSTRUCTION SURVEY CORP. P O. 332161 WOE,FLORIDA 33233-2181 (305) 447-6906 FAX (305) 447-8660 EVA, SITEPIANA3ELISOUTINNET 2641 DAY AVENUE MIAMI, FLORIDA 33133 LEGAL DESCRIPTION: THAT PART OF BLOCK 127N OF 'PLAT OF BLOCK 123N AND x110N OF HL PLAT THEREOF. AS RECORDED IN PLAT FBOOOOKM 25. ET PAGE F THE PUBLIC OUNDEDEON RECORDSOFTHE WEST THE TPBBYSOUTHEAST T3rrd FLORIDA, BOUT. EAST BY BISCAYAST let NEE BOULEVARD, AND ON tl THE NORTH BY 0L4P OF VACANT SITE BOUNDARY ALTA/AGSM survey FOR. E T. MAP OF BOUNDARY SURVEY. THIS SURVEY NOT VALID WITHOUT THE SIGNATURE .AND ORIGINAL .1.0 SEAL OF THE FLORIDA ELT o LICENSED SURVEYOR AND MAP TUE MAP AND REPORT GNATURE ARE SEAL A OOMPLEEUND TE WITHOUT THE OTHER. REPORT THIS SURVEEY, IFEPROVIDED ON NOT COIS NOT MPLETE T NTH OUT THIS ORIGINSIGNED AND SEALED CO, OFTHISS .11 COMPLETE AL G T.OF S.VEY.-LSD HARD 28J5' 33.7` SPECIAL NOTES: J 0111'. SEE IS ZONED C3D (CENTRAL BUSINESS 'V DISTRICT). LB A0 HEIGHTOR SITE COVERAGE LIMITATIONS_ LT CITY RIGHT OF 11'AY UIONSREMENTS ARE N'OR W 25 FOOT RADIllS RETURN<_ A'f dLi. CORNERS. ~ PE..AT5 1 XH ZONDD It1GHT-05100Y LIVES ARE 00 510 T' THE DET1ILGCATIDII` MAP SHONN LJ ON SHEET I, HEREON. z CURRENT 5 FOOT BUILDING SETBACK vT, ❑ REQUIREMENTS d 401 ALONG ALL RIGHT -OF -MAY PROPERTY LINES. Z � L7 TTLE EXCEPTIONS"N-'� Nam- sszsa»ac sFfINDU1- p- 1. RESERVATIONS. RESTRICTIONS, ANC DEDICATIONS AS 3' CONTAINED ON E PLAT OF PLAT OF BLOCK PORTION OF 20N RECORDED IN PLAT BOOK 2, PAGE 75 OF THE PUBLIC RECORDS OF b0LAMl-DADE COUNTY, FLORIDA: °) THE STREETS, BOULEVARD AS OWN ON THE PLATARE HEREBY DEDICATED TO THE PUBLIC FOR PROPER STREET DPBT HIGHWAY PURPOSES, IT BIDING EXPRESSLY UNDERSTOOD ITSELF, E AND ITS AGRANTOR ND RESERVE, DASSIGNS r T. BEIARSION OR REVERSIONS THEREOF INTO ANY A PROPERTY DEDGATED H STALL THENEVDR NEASE TO BE USED AS A PUBLIC S HIGHWAY WHETHER THE SAME SHALLRH IN R DISCONTINUED SY LAW OR b)rr IS FLRTHER UNDERSTOOD AND IS C FOR THE £ TERING INTO THIS DE'S0 DFDEDICATION mN HAT THE LOCATION OF THE CURBS ON AND AROUND THE PROPERTY AS SHOWNN THE PLAT SHALL REMAIN AB HO WN THEREON, NB }HALL EE CONSIDERED THE TRUE DOO' THE SAID CURBS, A. SHALL NEV. R CHANGED SO AS TOENCROA.CHON ANT OF THE PROPERTY .AS SHOWN ON THE FLAT BETWEEN THE EAST LINES OF BLOCKS 20 NORTH AND t2 NORTH. AND THE CURB LINES ON DECEMBER 200P0�R re LIMIT M PARY 2060, OR. BK.1P 13 ATSPAGE L4666E OF THE [DADE COUNTY. (PLOTTED C PORTION ERAS DS OF I - ERAS EXHIETI'6B6 BLANKET EASEMENT AS TO SF.RNrU. THROUCUIOUT STRUCTURE) MAIN - SEWER 40 f, 1 „)I L AD Cif �I In I S co LE PPHPFRTY BASE - . 3UILDIN:= �R LAVE CBEU 33.7!5 28,75' 55o I✓ �N55 337 55 ML - FND D,h. (No ID) CC O ti P-: �. R=25,00' T3 - A =90'-00'-34' )A=39.27' /T=24.95' / fl Lr) ClJ LOCATED IN: THE CITY OF MIAMI MIAMI-DADE COUNTY FLORIDA SITE S0EI'CH SCALE: 1 : 20 FEET S E. T :.-,t STESE WATER MAIN - SEWER '.AIN - UNDERGROUND POWER 5 ELEC RIC LO STORM RAIN SYSTEM - GAS MAIN O., ` C C-P44 F'; dO .ar-40968'S L'95•0gE J (426 --5' N-E REOIiREMENT 11131 Y LINE1 BASE BUILD_IVG/ LINE (3°L) ,es�? 89°59 d�7LP°:air F1 S 5O NAGE BUILDING LINE )(33L) 1D LsnI � I 00 L001, TY 5' SETBAC, RLN, ILBLN. \, S.E. \ 2nd STREET o LAMA -ER MAIN - SEWER MAIN - JNDERSROUNC POWER 5 ELECTRIC od- STORM DRAIN SYSTEM - GAS MAIN n (u SURVEY NUMBER, 07-04-020-R SHEET 2 0' C ILL T RILL ,IDEwALI{ 221 0 m EXIT I ENTRY Live Oak R 2c 7 RETA!LT J ENTRY us vkg,nlanot aak /11.11 X = SET PROP' T L �. , HOTEL ENTRY PARKING ENTRY/ GARAGG AID- EXIT b � PARKING ENTRY/ GARAGE EXIT ENTRY SE 1ST STREET Guano SE 2ND STREET RETAIL > NO OF WEE MPS ENTRY PAVRG PLAZA O+ A; rceFICE vaim LOBB erous Lave Oolc te llo i la Royal Palm BLEUMW 4 ANxG PAiixINN � I LANDSCAPE FIRST FLOOR PLAN Scale. 1"=20'-0" z _" °yL TERRA Gales FL 33134 "Rel. 305.9752123 Fax J6fi513.2565 LeveiAeElnalwa ATOP ART AND OF Revisions 3-5-07 Drawn AMP Checked By AMP Scale u HAW 0605 Number 0 Shan Num. L 11.0 V dcM1�a�I ntgo Moltgomery Pa 3.\ _0„ _ SETBACK BT n1do nobilis Bsmatkio Palm hor so er Palm Bismorklo r°bilis Cassia fistula ismorlua Palm Golden Aower Tree 359.65' Qaspermo elegore Polm 'rro°1ba gloeea aradise free <h Appleo SE 1ST STREET OFFICE SPACE Vetcnia mantgomeLyon° PROPERTY LINE 359.41 Gismo. nobilis Gisela<ki< Polls SE 2ND STREET ?s p I LANDSCAPE POOL DECK PLAN L•z.0 Seale:1"=20t.O1t U r is 404/2-__...— TES 1 AMGables e Coral Gab]les FL 33134 TeL 30,973715 Fex 18603/866 imam<Mhk .Net Date Of Issue 3-5-07 Drawn ey /iieLP Checked ey AMP Scale SO a lob Number 0605 SAW %a e L-2.O 24 General Planting Notes: Plant materials shall conform to grades and stondords for Flaridc Na. 1 ar better es given in grades and stando°ds for nursery plants, part 1 (current edition) and port II (current edition) by the Florida Deportment of Agriculture and Consumer Services Divisions of Plant Industry. Planting mix/backfill mix shall be clean and free of construction debris, weeds, rack aria noxious pests d disease. The planting re shall be amended with o um f forty (4O percent of r,f muck or horticultural aaceptoble organic material. The minimum minimum depth shall oreos four (4) inches for ground cover reds and sodded grass areas Trees and shrubs shall be fertilized at the time of planting with agriform planting tablets, 20-10-5 formula 21 grams, at m nfacturers recommended rote. Trees and shrubs shall be planted with a minimum of 6" of topsoil r0otboll. Fertilizer shall comply with state fertilizer lows. It shall have a chemical designation as indicted for each type of plant: Tort: 4-1-2 N-P-K with m,cronutrients. Apply et o rate of 1 lb. of nitrogen per 1000 s.£. Palms 2-1-1 N P K with micranutrients. Shrubs a Trees' 7-6-6 N P K with mcranutrienis. Mulch shall be bean, bright and free of weeds, moss sticks cks and other cebr's. All work shall be done in accordance with authorities having jurisciction. Contractor shall submit shop drawings for approval. No changes/ substitrtiors shall be made without prior consent of the designer. Contractor shall field vedfy locators of all utilities prior to installation. All landscoce a s shall be sodded unless otherwise noted. Landscape contractor shall coordinate his work with that of the irrigation contractor. All plants ond plant beds stall have a 3" layer of clean weed free, organic mulch (eucalyptus where possibT. e). M.rlch shall contain less than 10% wood chips. The location and existence of utilities (overhead and underground) shall be thoroughly vestigated and verified by the Landscape Contractor before the work begins in gigging and work SO lot Lo damage exiling utilities in sold areas, such u underground of any cables, ° wires utilities The caused Contractor shall be responsible for the us repair any damage by the work. Initially water the plant material to develop uniform coverage and deep woter penetration of of least 6". Avoid erosion, pudding, and washing soil away from plant roots. Plant quantities in plant legend are for reference only. If discrepencies exist between quantities in legend and quantity shown on plan, plan shall govern. Plant quantities are provided as a courtesy and should be verified by the contractor prior to bidding Sou anmi be clean and visibly free or weeds, noxious pests, and diseases. All planting holes shall be excavated to a minimum of 1 1/2 times the diameter of the root ball of plant to be planted and back filled with planting soil. Plant beds shall be excavated to a minimum of 12" and bock fil'.ed with planting sail. All sizes shaver S r plant material on the plan ore to be considered a minimums. All plants mu st or exceed these m mmm iurequirements for height, spread, trunk caliper. All shrubs, trees and palms shall be minimum of 6' awoy from all other utilities. All landscape installation to be 100% irrigated to me.,t local and state regulations with a minimum of 50% overlap (See Plans and Specs) Irrigation system shall be equipped with rain sensor. PLANT LIST DISCRIPTION: LARGE CANOPY TREE WY SYMBOL TOTAL BOTANICAL NAME COMMON NAME NATIVE SPECIFICATION 42 Qaeral5 virginiana Live Oak yes 18' HT, 9' SPR.. 3° CAL. 6.5' C.T. MIN MATCH Lysilama latisiliqua Wild Tamarind yes 18' HT, 9' SPR.. 3° CAL 6.5' C.T. MIN. MATCH Simmouba glauco Paradse Tree yes 18.M,J-SPR 3°.CAL,_65 CT.. MIN.,MATCU_ Debris regia Royal Poinciana no 181 HT 9' SPR. 3° CAL., 65 C.T.MIN., MATCH Clusa rose° Pitch Apple yes 12' HT, 5' SPR 3° CAL, 4.5 C.T. MIN., MATCH Cassia fistula Golden Shower Tree no 18' HT,' SPR.. CAL., 6.5 C.T. MIN., MATCH DISCRIPTON: SMALL CANOPY TREE Q1Y SYMBOL TOTAL'BOTANICAL NAME 12 Myrico fe Si I1 o nicolai ra Cuaamen San:tum DISCRIPTION: LARGE PALM - Ott SYMBOL BOTANICAL NAME 47 Blsmorkia no K kaps(s fbifs is Vetc_hiq monigomeryana Royston° eiata DISCRIPTIDN: SMALL PALM SYMBOL COMMON NAME W�rfle White Bird of Paradse Native Lignum Vitae COMMON NAME Bismarkic Palm NATIVE SPECFICATION yes 12 HT 5' SPR 3 CAL. 4.5i CT MIN MATCH nn !0 HT 5' CPR 3° CAL. 4.5' C.T. MIN MATCH yes 12 HT 5' SPR 3° CAL. 4.5' C.T MIN. MATCH Unknown Montgomery Palm Florida Royal Palm OH( TOTAL BOTANICAL NAME COMMON NAME 2 ychospermo elegons Solitaire Palm lOnaudonhoenix sargentii Buccaneer Palm NATIVE SPECIFICATION nno 18' 0A IE. MATCH a i6' CA H"1 MATCH 14' OA . MATC ye HI H yes 24' OF HT. MATCH NATIVE SPECIFICATION no IF-OVTli.odgroH yes 15' 0A HT., MATCH DISCRIPTION: SHRUBS/GROUNDCOVERS QTY SYMBOL TOTALJBOTANCAL NAME COMMON NAME NAME SPECIFICATION " 0 13,680,11N:so ord grant 24° x 24 MIV 4 O.C., Full Eltgt twill Sp. 'Ole(' [Mod Bougainvillea Purple no 24 x24 0_C., Full 0 Psychotre nervosa Wild Coffee yes 24" x 24, MIN.6' 0.C., Full Jgsmiaium volubile Wax Jasmine no 24 Y. 24 MIN. 24 O.C. Full Liriape musmri sp. E,y57 reen Gant 0 12 x 12, MIN., 18 OC_, Full Pittosporum table° P'Posoomm no 2a" y 244 MIN. £a" OC. Full Nephrolepsis biserrata Sword Ferri yes 24 x 24- MIN 24" 0.C., FulL_. Cr SOD Sirelittio regime Bird of Paradise no 4 0.H. MIN. 36° 0.C. Full Conocarpus erattus 5erceus Silver Buttonwood yes 30" x 24", MIN., 24" 0.C., Full Philodendron sdloum Philodendron x 24", MIN., 36° C.C., Full Chrysobalenus iaaco Red Tip yes 30° x 24" MIN. 24° C.C., Full Philodendron Xanadu Xanandu no 24° x 24° MIN 24° C.C. Full All areas not covered by shrubs & groundcover shall be sodded with Paspalum vaginatum "Seashore Paspalum". IRRIGATION All landscape areas to receive 100% coverage by means o an automat. sprinkle- system with rom sensor. / 1 \ LANDSCAPE LIST/NOTES L-3!) Scale: NTS TERRA Owns Coral Gables FL 33134 305.9752123 Fax 7865133865 re.urz6ebe9welun Date Of Issue 03-5-07 n sv AArtB Cher:d By ScahAMP e AS SHOWN 0605 L.LJ LU LL z EXIT HOTEL DROP OFF DRIVE ENTRY RETAIL" ENTRY 71 . SIDEWALK' PARKING / EXIT ENTRY OFFICE DROP OFF ENTRY/ EXIT SE 2ND STREET OSITE PLAN Kt, METROMOVER b CONNECTION 0 se< TERRA sum,, .verae Coral Cables FL 3313.1 Tel SOS,S213 L. TKt i AR ING ENTRy/ 1p SE I ST STREET co 7 co,= IT 1GARAGE EXIT EXIT RETAIL ENTRY ;=> --1- 3-3 3ili'',1,I,KAL. _ AIM, Ep "--1,3-n 4E37 N.I7A.- 11643+,— ir • - IfiL-N 1_,,,_ • 12.0EEP 'Pt TIA .-D!• ''--; V. - - -5' . 1 -- (-?' - rt:•,%•.- -'',"-- ' .. ' Nww"." I f8. I COLONADE I -SfE01:III - - ",-,---- • v,41 -- LL, 411:4t - ilimli ma = > 33'-9 Z L13.1 % Hgll' AY' 111131 :I OSF 1 Del LLI : Z : 1 • E EXIT ENT BAY 2 BAY 3 RETAIL 2,4-00 SF LOADING -- EL. *8 -17 NO VAL ..0410PE ,tlfiEV.4 RAMP PARKING ENTRY/ GARAGE EXIT RETAIL SPACE --- 3,300 SF EL ICE DEEP CIO_ONADE SE 2ND STREET LA/A EL +12.0's E.L,E21,°17,D. . • . - RETASPACE.' 7,500 "- . • •- I ' • - • 1ST FLOOR PLAN EL LYS RUBLE MARX SIDEWALK PATTERN WALEMARX EATLEEN .,05.5/33,11, ii- SE 1ST STREET FL: a I1',7''�j'R. RETAIL SPACE 3,300 SF EL+12.0' OFFICE BEN `® EL.+12.0' ESCALATOR UP TO RETAIL PLAZA PLAN EL+I2.0' RETAIL O SPACE B BURLE MARX PATTERN _ TERRA At ant= FL 33134 TeL3O59732723 NF 796S122B65 Ts nitei ivs ;%TRASH. DOCK EL +I 1' 0" RETAIL SPACE 4- SIDE SE -Lab STREET LOADING EL +g-0" N.G.V.D. 40' 0' ACCESS TO DOCK MECH. ROOM VALET ONLY —� OUTH PARKING RAMP PLAN SE 1ST STREET 32'-0' EL +9:-‘6," CURB 1‘. PROPERTY LINE -' SIDEWALK' RETAIL SPACE EL +12'-0° N G V.D. WB-EO I X AASHTO 'o o 10'-0'X BAYi,2 Q 55-0,Fi WB-50 RASHFO-.. a BAY 5 +�25'-cnl o HP9 WHEEL LINE OF LOADING \ EL -TIT-0' N.G.VD. 'I °' IS'-O'CLEAR HEIGHT 1,, tgAStJ BIN. DRAGE' 14NDKR RAMP L472.0'NGVD PARKING GARAGE ENTRY/ EXIT N"-140 CLEAR I HEIGHT LINEOFCURB FLOOR SLOPES DOWN UNbER RAMP, fW/ 14'-O'CLEAR T RAMPUPTOPA $.61. SETBACK VALET ONLY o a j TO PARKING o ',i 1 ACCESS TO DOCK L+4-6' NGVD MECH. ROOM LOADI bOCK° FL M OF MUM EOAHDS 00V!EW TES' Cand Gables FL 33134 Tel 3019/3110 f43a6S63l63 11nIW.0l4dG z 33'-9 L.LJ 0- BBL CO CO T SE 1ST STREET .n \ T�m-r cle•-o-9la-o ie•-aT ls-c er-0•9es-o•9lr-v9le•a•9 RETAIL SPACE — 11,000 SF HOTEL ...GARAGE ELEVS Q Nto BELOW CO CO RETAIL. SPACE \ 4,500SF RETAIL a: - SPACE \ 2,200 SF RETAIL SPACE / 21,000 SF / !` SE 2ND STREET T ND FLOOR PLAN - RETAIL CM' OF OOAMI COARDS Walt Pup. works �3mv1-o7 does not.711, TERRA 94 Coral Gable. FL 33134 hr. l86.132BER rekx J CO COQj \ �' I( �N•_}• �18'-0'�1C-0•C 484)18'-O' 18'-0'�IB'-0•- IK-0• el 'I 3B _ 5'-0 SETBACK, PROPERTY UNE 3, 59.65 LCr RAMP TO'FARKING • g ( . 1 Rk MPTOPAR r __I �'-t5' SETBACK °-s_._o_a a- _—__— - ��o} ----0----- —A_—O---O —L' I n.ROPERTY LINE 359.441' _ —_ — __ 'y \ I /K, WI-0 /J� 3u-if So-ti' ao-o 2a•-0 N mi d b xc xo V 8 f ' m1 _I SE 2ND STREET SE 1ST STREET `‘‘i \s RETAIL SPACE, 19,000SF 0 RETAIL SPACE 36,600 SF OPEN • e'BY\ BELOW • 3RD FLOOR PLAN - RETAIL r=m•-a ETROMOVER iCONNECTION b q - I.% I§ CITY F NMI ar_i ev;_w BOarna.o7- 11, C"q BL PARK ON RAMP Il to PARK ON RAMP 0'-0' SETBACK m•-rile-rc !ARKING_ , 17$SPACES/LEVEL - --t 7 17 I 1 V r E El( y t; I _ — �T-- �— I T IIT— —i r= II— (j— I—'T• ;, WOPERN LINE 359.41' SE 1ST STREET 'SETBACK CFFICL',;,� i4000S4 Ej _r I ! l:J xc xo 0'-04E TBACK SE 2ND STREET 5'-0° SETBACK d Lu z >- En PARKING TABLE REG. LE. Pas 95 1ST 2ND 3RD P9 PI6 SUBTOTAL-. 0 0 B3 NO TOTAL SPACES. CI" HOOP SPACES 2.583 39 E2 PARKING LEVELS P4-P17 / OFFICE LEVELS 4-13 TERRA Coral °Ades 3 33134 Tel x x 8 0,04TBACK SE 1ST STREET C T (Y-0" SETBACK V. SETBACK r (;) 4C- 1-1N1_ .65 oiL GE ELEVS ---- OP,FjCE GA R rP 1,- ''/MRS I ' / _II_ —I .... •-13. —1—v77—Rift-I— L --i: -- .- , \ ,... , PARKING .„, :-. . . 140 SPACES ''' il _j_ f .____ ; -- - - .1 .. • pi i , 1 ti 'I bi r , i ----; ----, =-----417,--7--77 1 i ' --0 4 , ,.=. -1=Tr-_-., ...="7.-_-r-c=1= -=rn -_-=-,=,-_—,-_, z..„. ..-_, 2_.i..-' ,-.— 1 1,s, j ..-2r. „ N<NOPERTY UNE 359.41' SE 2ND STREET PARKING LEVEL P18 / OFFI TE PARKING TABLE EEG. HDCP 43 D:CE 1-17 SPACES SPACES ;?2 MUCH LIDARDS DVIEW 1-112.ng Boards -Gate w z w > m w z PRE- FUNCfION HALL 5,000 SF 111111 , -0' SETBACK _ ___—__--- �---------�-- -PROPERTY LINE 359.41 PROPERTY _LINE 359.65' EXHIBIT HALL 21,000 SF SE 1ST STREET 99Q�rQ99 99 zr-roc-Te'-o• �s-o• is'-o•-pie-o•--is-o•- la-o• ie-��k-ie-o•� WOE CORRIDOR / HOTEL/BANOUEI `-66../ -ADMIN. OFFICES 5,500SE SE 2ND STREET Mann n.E XHIBIT LEVEL P19 / OFFI E 15 & 16 TERRA WORM C.0.41 Cable. FL 33134 Tel SOS9,S1Lt3 Fu. RfiS1L166S llevashkeleilvet z'. LU F-33'-9" of z! SE 1ST STREET TI T (( c) 9 ti�' 6'-0,1<-16'-0'-3i IL iJ] .r ' _0_SE_T&1CK _____PROPERTY LINE __359_65 PRE - FUNCTION ;,.''�- HALL 5,000 SF li6l0i,Ill ' yy® GRAND BALLROOM 14,000 SF OMSIBLE INTO 6 ROOMS NI III Ill IC- CORRIDOR SETBACK 30-0- I —J w z -® m / SPAi ._ s,othsF 16 PTfECEPTION ��SB01TF9M � '� ... �\ ATPOOLABOVE TO. ROCM P \ PROPERTY LINE 359.41 SE 2ND STREET BALLROOM LEVEL P20! OFFICE 7 SE 1ST STREET LEVEL REG. ROOMS SUITES P2IIPOOLOECKI 8 4 P22112ESTAUR,L4TJ 0 0 P23-P68j46 PL?ST 828 0 P89-P01PENTFOU8EJ 0 18 SUBTOTALS^ 828 22 TOT TL ROOMS. 050 7 76.E PROPERTY LINE 359 SE 2ND STREET SE 1ST STREET => \ n 4 4 ,,rQ 4 Q 4 4 m*-r IV-r 3p-le-v4c-Je-m-X-16'-r-31F,s-o ,e-e,g-a ,e-r4 BBL _-'yam: ../5-0' SETBACK PROPERTY IJNE 359.85' 'JL h _ — ' ,1 _ HOTEL 11,800 SF SE 2ND STREET HOTELROOM TABLE LEVEL ROOMS l3 RODMS P21 (POOL DECKJ P22[RESTAURANT) PRA-PPEN3HAS) P5941OTEN1HOJSEI SJRIDTALS- TOTALROOMS- 6,71 eo m: ;d-a-az S9n"Lo HOTEL LEVELS P22! FICE LEVEL 18 SE 1ST STREET q Q 0 •-rQ Q Q 4 ) 9 7r-r-3�,s•-n•�,s-0• Ir-r-�,r-o•�,r-0•�le•-a-�,ra�,s�'� 5'_0_SE(BACK .., _____PROPFHIY UNE __359_Cp5 HOTEL 11800 SE o- MU mr< C- SE ZND STREET �00 v - HOTIL ROOM TABLE LEVEL REG. ROOMS SUITES P21 (40010EOT] 0 4 P22(RESTAURANT] P23.R68(46 FIRST 0 82B 0 0 P64POO(PENTHOUSE] 0 IB SUBTOTALS- 524 22. TOTAL ROOMS- 050 HOTEL LEVELS P23-68 /'OFFICE LEVELS 19-39 TERRA MEM Coral Cablea FL 33134 Tat 305975I113 Fax 756967945 Terdki9kM 3B_L_.- o-ems'-off sErencK W tihi"� • O-- w > 9"')k�Y Q I a. m w Z' HOTEL { 11,800 SF av00ae SE 1ST STREET 140'-r9 Q Cr) Q Q lg-0•�1e•-0•-i�ie•-o•�ir-0• his-o� x le• -a• �la�-o•� P211P00L DECK) P22(ReTAURANTJ P23-P68I46 FLZSj F69Y70jPEMBOLJS 9 SUBTO TOTA0800MO- SE 2ND STREET 1 OHOTELLEVELS P69-P70 / OFFICE LEVELS 0-59 ®1•-? .P 0 828 828 850 TERRA Coral Cables I. 33134 18 t2 SE 1ST STREET SE 2ND STREET TERRA 1311.111/4/oreax Coral Cables FL 33134 Te1305.075-1133 Fax78.310855 reardabliwitet wLu c5 w zi In BBL 917 '-0" SETBACK ____�P_ROPER1Y LINE __359_55' SE 1ST STREET SE 2ND STREET OBSERVATION LEVEL it BISCAYNE BLVD. 7D`/�OJ�3 NL 14' 0" 14.-0" .51‘-ti" CITY OF C-174 -IDS HOTEL UNIT PLANS SCALE: 1/8" = 1'-0" Tx= ant= 4 33 134 I, 305 9,2123 Fre:4.13.3,5 ,1.611-0.3rar114t1 4i? nelLe 0,LL<m Denson\ 41 TBe A,Fn110e4x 3e10 a 40mmen049 R6r%, Dro0052 4+1 10 8, S4a1 .01111 VIE 11 MEN' IMMO 11 1E111E1 memo inn ���� �n1 nlln �� Cefflil inln� IEEE MEET .T.: !••_ null Immo 468333 LEOINT ++10494T' NGVDI TOPOFTOWSIIO m OME1'H ROOF 1+992'-10' NGVDI OBSERVO TION I0E1K X*VROOF 1+967-10'MGVUI =5'-0" AI FVFI-J01+954'-4• NGVDI 13-0" *LFVFL4810427'-TO 'NGVDI ,$L VEl 661+901'-2'NGVD 13'-0" 61 EVEL-641+834'L'N9V0I- IY4'. 13'.4, hI FVFL-671+N4 13-0„ AI EVFL-60 3'87I'-2' NGVDI Y 13,4' VV ALEVEL-581.+]94'.3' NGVol - 3+ 3'9" .0LRY.k1-541+767'-10' NGVD) I3-0" 13,4' .61 FVFI -54 I+791'-2'. NGVDI Y 13,4" OFFICE (IBSRRVAT111 Roth 1 UFFICE ���� 01F1LF 1 zrzr...1 UFFICE 13'-0" orF1u 13.4 ''''''OFFICE .... 1 _ 0F4ICF. a. FIQ OFFICE 0FF1121 $LEVE4521+714 x'NGV01 13'4 13'4" $LFVEL501 607 10'NGVD1 13'4 _OFFIC ALFVEL981+661 2' NGVUI V 4(FVFI-041+6i4-6'N.0VDI 13-0" OIFIC N0(38000 L A 13'4' OFFICE LEVEL-423+581-2 NGWOJ_I3OFFICE VV L344 OFFICE ... .n+�++.v�.......�v 9LEVFL-401+SS4b' NIGVP/ 13-0 OFFICE `T QLBVFI.38 I+52] 10'NGVDI 134' OFFlC 'I 134 "+ AI FVEL36050 L-2.dFiVOJ 13'4 030('E 1 13-0 OFFICE z o 1 Oh ALEVEL391+s)94"r�cyot UFtICL 111 •� 13'-0 OrrllE $LEVEL321++4 OFFICE { ..• +EV�L301+4,21 ,2"1,044 f3 lad"3" OFFICE I 4LEy$L281+3944`-9„4,I4jyO) 134 AIFVEL,261+36� V AIFVFI21334(FNGv4J 13 �ilr'' S5 13'+In, $LEVEL 77303T44.YYGI�.DJ._.C3'-4 9LEVEL 2D f 284+11VDJ_I,� ,i., 13,p', OLEVEL-181+261'2'Miff VDf rLLLVFI IR 112/1/4' 14GV01 QLEVEL 141 202 10INGDI 0 VE1121 18 *LEVFI-101+14. *LEVEL 81 7'd'127,3LG r3R V_. ALEVEL 6I+ ID I .3 463 4+03 13? V 33 Or+v, I144RFS+ 1 VRL.M030' 2-0 NSwI 0E�13o 32-0NSL F� LFVE6n i}}, $ Aa-111]0`M13 aVDl O BIS AY#1 RIND OF11CL 1 OF1ICL OFFICE OFFICE roe4:� PARKING 6 PARKING PARKB7G DRIVE. ELEVATION MATERIAL LEGEND I'10.5/8' LIGHT TEXTURE STUCCO FINISH ON MASONRY 1085TRATE, COLOR i: WHITE P70.5/8' NGHT TEXTURE STUCCO FINISH ON MASONRY SUBSTRATE, COLOR 2: CREAM PTO 5/B' LIGHT TEXTURE STUCCO FINISH ON MASONRY SUBSTRATE, COLOR 3: LIGHT BLUEGREY 02 GRANITE PANELS RESISTA CURTNNWNTGIA4ALLGIA2ING ASSEMBLY, W/TIMED IMPACT 93 ALUM WINDOW ASSEMBLY, F3UOROPOLYMER NN., W/ 04 11N1L+, IMPAC 15465:ANTGIASS Li_ALUM+10307RGNT02551+7LYLUOROPOLYMR FIN., V7/ 7WJE0, IMPAC1 RESISTAMGLA35 a DECORATIVE ALUM GRILLE, FLUOROFOLYMER FIN. 09 RARING SYSTEM W/CLEAR GLASS El- FABRIC AWNING ON ANNOD. GAIV. STEEL ERNE 0�9 - METAL SUN SCREEN, FLUOROPOLYMEB FIN. El- TWEED SPANDREL GLASS&ALUM ASSEMBLY +HIGH POI' 1+824'L'NMID) X own-I/ROOF I+774'V'NGVOI �1 EVELsIO+]42'-.n'. N.G.wJ.... 12' 0"... 12' On til (VE1..P69.'+]40'6' NGVD).... 9'•6" $CEVFL-P671+721'4''y453L 34. --- AI FVFLP6,5�03.0 V0053--_ 9'•6" V .ALFVFL-P6i 1+483$'YGVDI 9' 6" V 9 6" LEvEL.P61 1+661.6' NGVDI 9 {�" �9 Y(n $LFVE4P591 fi45d'N07+0+3 - 9 fi" 9' 6" $IFVEI-PS]1626- 4333621__ V6" F hI FVLP55 E160) 'NGVDJ 'F9,-66" •LEVEL,P5315884'14GVDI .$1EVE0P5I 1+569 6'1+1GVp1__ 9 0. 9•'6" LEVEL-P491+5504'14GV01 AVVIFVFI-P4]I+53 P-4'N,0063 B-6 9'b" 01.FVFJ--P451512 6S0GVD)_ 9'4" $LEVEL-P431+4934' NGVO3 *LEVELP411+4744'NGVDJ 9LFVFL-P391.4554'NGVOJ_ 7 6" AVFVIFI-Pit(+4344 NGVDI _ 9. 6" *LEVEL-P351+41].'L1JGV01_ 9_6" Y 9' 6" $I FVE4491 1+3984' NGVD) 9-6" AI FVF1.Pai1 i-Z46'.NG.VDJ_._9`6n V 96„ 91.PVF1-P291+360'4' NGVDI 9fi9'6" " AI FVFI-P2] 1+341 6' NGVD) V $LEVF1 .P251 3224' NGVD.) 9_6" ALEVEI-P231-298I'O .0' NGVD) RIi13SY OVLEVFL-P22102870' VDI NG POOL DICK 0LEVEI-P211+263 0 NGVDI.--._201-0" BALLROOM 6LEVEL-P201+13B-11'NGVD3 25'-0" V EXHIBITLIALL 25'-0" hl EVFLPI B 11201'.6' NGVD3 12' 6" V 9-B *LEVELP I61+L83'4'Novo) 9'.0' 9�' 4 E V E4 P 14 I+ i 45,b' NG V DI OLEVU-P I21+1,1,6" NGVDI 9' 0' 01FVEI-1,101+12Yb' NGVO1 �I FVFI P81+11 I4 NGVD] 9'-0 90 AIFVFI .P6 i+936 NGVDI A'�0 9 2r6)+0 6 NGVDI-_-10'-0_ 2'4 0n1,EVF43_0(+42'-0' VGVOI 20:.0„ 9L VEL -2 3 37-0' NGVD). 12-+'NGVD{ 20'-0" (were Designs Ane Drawings Are The Copyr:gwte0 P,operty a TERRA Aretllecture Cntl Nay Not B, Reprotluc,0 E"Thept with 30,clfle Written Consent 0( The Arcnilects. The Contractor Nu,t Check P"G Yeril All D!mensl0ne UI 0, Jcb A 0 05 Re,p.0,61e 1"or Son,. Nep.r11ng A"y Di,cr,poncles to , Arehlteete Pebre Canmenoing 0,*0 wrow:ng, Nol io Be Swl,d. 70 FLOORS/ 763'-0° 10 0 48 HOTEL FLOORS {`HIGH POINT I+824'-0" NGVD) •MECH/ROOF [+774'-D- NGVDJ -\LEVEL-P701+762,0' NGVDJ 12'-0" 77 121-0„ ,LEVEL-P691+740',6' NGVD) 9'-6" I' -SLEVEL-P67 (+721'-6` NGVD) 9'-6" VV 9l-be iLEVEL-P651+7D2'L' NGVD) 9.6 P 9,-6,1 l6FVfl-P63 NGVD) 9'-6" iPP 9,-6n LEVEL-P611+664'-6 NGVD) 9'-6" P 9,-6" LEVEL-P591+645-6 NGVD) 9'-6" 9,-6" _i LEVEL-P571+626,6"NGVD) 9'-6" iLEVEL-P5S 1+607-6-NGVD) 9'-6" VV 9,-6e OLEVEL-P53 (+5E8'-6" NGVDJ 9'-6" 9,-6"1 _OLEVEL-P5I 1E569'-6 NGVD) 9,'6, 9,-6" , LEVEL-P491+550'-6' NGVDJ 9'-6" 9l_6„ ILEVEL-P47 (+531'-6' NGVDJ YY 9'-6" LEVEL-P451+512'-6' NGVD) 9'•6" P 9'-6,1 ,LEVEL-P43(*493'-6' NGVD) 9'-6" '1 Y 91-6" _OLEVEL-P4I (+474'-6'5J0VR1-9-6i' 9,6" ,E_EVEL-P391+455-6' NGVDJ 9,-6„ ,) {`LEVEL-P37(*436-6 NGVDJ._ 9 6" YY 4LEVEL-P351+414-6 NGVD) 9.6" ) ,`LEVEL-P33I+398 6 NGVD) 9-6" .``LEVEL-P31 1+379 6_,(,JGVFd) 9 6" V9 6" _OLEVRI-P_2 60 6 Nyi J 9 6' •LEVEL-P27 (+341 0 9'-6"' 9 6" , LEVR-P251+322 6 N0 9 6" , LEVEL•P231+298.0 '? 40LLO5BYEVEL-P22 (+283 II -_ a rM6nv r •.LEVEL-P21 1+263 0 _11,,LEVEL-P201+2380` 4LEVEL-P(81+201-b NGj sb LEVEL-PI61+ 183fi Nml,s( ems. ,`LLEVEL-P140.1654¢ N V Z {\LEVEL-P121+147fi• NG�J'. Z P ifr EVEL-P1 I, 129 a Y 4LEVEL-P81+1 I I' ¢' Ng (E{ ioLEVEL-P61+93-6 NGVDf_ U #LEVEL-P4 (+74'-6 N_ yGVD_ VEL.+62'-S'; 00 {�LEVEL. (+52',0' NGVD) L+40'El I o- _4iLEVEL-2 (+32'-0' 'i}LEVEL-I (+12'-0' VEL+O'-0' ROOM' 25,9(, A£ SE 2ND STREET ROOF ME.CH PH HOTEL PH HOTEL HOTEL HOTEL HOTEL HOTEL HOTEL HOTEL HOTEL HOTEL HOTEL HOTEL HOTEL HOTEL HOTS ROTE HOTEL }IOTEL HOTEL HOTEL HOTEL HOTEL HOTEL HOTE 1101'EI HOTEL HOTEL HOTEL HOTEL HOTEL HOTEL HOTEL IOTEL HOTEL HOTEL }IOTEL 0' EL HOTEL HOTEL HOTEL HOTEL HOTE HOTEL OTEL • IOTEL HOTEL HOTEL HOTEL RESTWRANT CONCIERGE:,EVEL FITNESS RV 0EGIC O,RM I BALLROOM LAUNDRY I EXHIBIT LEVEL PARKING PAH(CING P G PARKB(G PARKING PARKING PARKING PARKING PARKING PARKING PARKING PARKING PARKING RETAIL RETAIL SERVICE PARKING PARKING a PARKING PARKING L RETAIL RETAIL SHOP ARCADE 7 SIDEWALK SE 2ND STREET E -8'4" 3'-6°- > LEGEND t - DECORATIVE GRILLE 2 - ALUM GLAZING SYSTEM 3 - PTD. STUCCO FINISH ON MASONRY SUBSTRATE 4 - METAL CANOPY 5 - FABRIC AWNING 6 - GRANITE BASE 7 - STUCCO REVEALS 8 - METAL PANELS 9 - CONC EYEBROW ilzese Orsigns 9 tl Droxings A L:opNi96fetl Prof=rfy Df TFRRP A lecture antl Moy Nct 3c Pgproducec Excepf w 'n Specific Written Consent a! Thc Aro6i:acts. Ife Con,roclor .Must enar:k Ana v y II Dim..n.iens Of The Jeb Antl Be Responsible Far Same. eP y y i>c epunciez io The Aren Rec[a Before Lommer. q h. Un q de sc"Icd TOTAL BLDG HEIGHT =1037' a _ HIGH POINT 14 4O0TWI m OPAECH ROOF 11992310' NGV01 OBSERVATION DECK X25 0" hROOF I+q6)-10' NGVDI VO4EV EL-/01+9544' NGVDI VV 13'-0" oLEV4L681+927'-ID NGVD; 13'4" 13,4" LEVEL-661+901'32' NGVD] 13-4 hLEVEL-6411874'66' NGVDI 13'-4" V 13'-0" ALEVEL-G21*847610-NGVDI 1 12 4' LEVEL-606)8>I'-T NGVD) 1�'-4" V 1-4" EVEL-5814794'-6' NGVDI 0LEVEL-561+]62'-10' NGVDI _o4EVEL 541+/41-2" NGVD] hI 6VE1.521+]1436"N61,01I 134" 13'4' $LEVEL-501+68I'-10' NGVD) 134 13'4" OLEVEL481+661'-2' NGVDI 13'4" 13'4" hLEVEL-44_I+60)'-I0"NGVD) 134 1 13'4" LEVEL-421+581'2' NGVDI 13'4" LEVEL-401+554'36' NGVD) 134 13'4" m 0LEVEL-381+5726ID"NGV0) IT-4" 13,4" Lr LEVEL-361+501'-2' NGVD) 134 13'4" LEVEL-34 De2436' NGVD) 13'4" p 13'4" oLEVEL-32 1+44/310' NGVD1 13'4" 13'4" ALEVEL-301*411'-2' NGVD) 13'4" V AI DYE! -2B I+394'-5' NGVDI 13'4' 13'4" 13'4" $LEVEL-461*63466"NOV0) 13'4" VALEVEL-261+36/'-10' NGVDI 0LEVEL 241+341'-2' NGV01 hLE0 EL-221+319'6' NGVDI 13'4" 13'-4" 13'-4' 13,4" ,LEVEL-201+262610'NGVO] 13'4' �6LEVEL-I B 1+261'2' NGVDI 13 -4" 13-4" 0LEVEL 61+2.34''6"NGVD) 13,4" 13'_4" 13'4' ALEVEL-141+20/'10' NGVD) _ALEVEL= 121+181'2' NGVD) 1�LEV; EL-101+1, 54'-6'NGVD1 LEVEL81+I22'-10' NGVD] VVALEVEL-61* 101'-2- NGVD) 13'4" 13'A" \ $ VE-p41[-/9'6-NGVD) LEVE j� 53'_0'NGVDI 22'-6" L OEL2]+370'NGVD) �EL+O'-0EVEL-1'D 1+12-NGVD) 20,0"� 3%,.I BISCAYNE BL5D. ENTRY PA. m IMM =M' diliad1 I. ilia:, O680E PARKIN 0.VOING DROP OFF EMU / EXIT } ELEVATION MATERIAL LEGEND PTD.5/8' LIGHTTEXNRE STUCCO FINISH ON MASDVRY SUBSTRATE, COI DR I: WHITE PT0.5/8' UGHTTEXNRE STUCCO FINISH ON MASONRY COLOR 2: CREAM PM. 5/8' LIGHTTEANRE STUCCO FINISH ON MASONRY SUBSTRATE, COLOR 3: LIGHT SLUE -GREY 02 GIRANRE PANELS 03 RESIS CURLAIN WALLGUZING ASSEMBLY, El/TINTED, IMPACT TAMGLA55 AWM WINDOWA55EMBLY, FLUOROPOLYMER FIN„ W/ 04 TINTED, IMPACT RESISTANTGV55 OS AWMSTOREFROMAi0EMBL*,,FW9R0POLYMERRN.,W/ TINTED.IMPAC39066TA W GUSS 06 DECORATIVE ALUM GRILLE, FLU0R0POLYMER FIN. RAILING SYSTEMW' CLEAR GLASS OB FAIRIC AWNING ON ANNOD. GALV. STEEL FRAME 09 METAL SUN SCREEN, FLUOROPOLYMER HN 10 DNTEDSPAN2REL GLASS &ALUM ASSEMBLY O {J{BeI 00 — 08 cm II.EVEL-P 181+40136' NGVDI ALEVEGP I61*183'6'NGVDI VVh1 FVFI-P' 41+166'-6' N ,VDT 01.6VEL-P'.21+149' 6' NGVD). ALEVEL-P'4 Q 1� ID 1+129' NGVDI V r6LEVEL-P81+111'-6' NGVD) M1¢LFVEI P61+93 6"NGVDI v VEL+6I,'74 N/46"NGVD) r hLEVEL-3)*52'-O'NGVDI � 1/EL+90'U c vLFVEL 0l*32'-0' NGVD) Iz D NGVDI E3R0 AVE, AHIGH PAINT 1+824'-0"NGVD) XiME H/ROOF 1+774'-0'NGVD) OLEVEL-P2014762'-0' NGVDI 124O OLEVEL-8691*/40-6' NGVD) 9'-6" ObLE V ELP6/ 1+721'-6' NGVDI 9'-6" 4,6" VALEVE_P691+202'-6' NGVD) AI EVE!-863 I+683'36'N./D) V V' LEVELP611+664'-s NGvu) OLEVEL-P591+445'-6' NGVDI. $LEVEL-P521*626'16'NGVD) 9'-6" oLEVE4PS3 I+6073-6'NGVD) 9'-6" ALEVEL-P531*588'-6-NGVD) OLEVEL-P511*569'-6' NGVD) �V OLEVEL-P401+550'-6' NGVD) 9,6" 1� 4,LEVEL-P471*53136' NGVDI 9'-6" 9,6" 0LEVEL-P43(+51z'-6' NGVD)... 9'6" 4LEVEL-P431*493'-6' NGVD)..... 9'6 OLEVEL-P411+47436' NGVD) 92-6 yL6" OLEVEL-P391+45536' NGVD) '`LEVEL-P321+436'-6' NGVD) Y 9',6" OLEVEI-P351+412'4' NGVD) 4 9,6" 01EVEL-P331+398'-6' NGVD) ALE3LFI .P31 1*3/9'-6' NGVD) 9,6" LEVEL-P291+360'-6' NGVD).... LEVEL-P2/ 1+341'-6" NGVDI Y LEVEL-P251+322'4"NGVDI 9'6" REST. ,oLE VEL-P33 H-20860' NGVDI LOBBY 04EVE1-8471*38360' NGVDI POOL DECK 0LEVEL-P211*263'U'NGVD, V BALLROOM EL 820 (+238'U' LEY NGVDIEXHIBIT HALL. 12'-6" 90" 9,0" 9,0" 9'-0" 9,0" 9-0" 22'-6' 20-0" 20,0' ONE BAYFRONT PLAZA 100 SOUTH BISCAYNE BLVD. MIAMI, FLORIDA 33131 :a TM1e Contaor ITeCM1DegpAVerDawAilDs lmAeensm. Y ppreomm¢ncnq wark.Dawings Not To. Seplod. MAIN ENTRY PLAZA BISCAYNE BLVD. RETAIL SHOPS OFFICE PARKING DROPP OFF DRIVE ENTRY/ EXIT SE 1 ST STREET ELEVATION (NORTH ELEVATION) RETAIL SHOPS TERRA 232 Nat&Aseue Coral Gables FL 33t34 N NE 3RD AVENUE Hsaring a,s vc �c works cam, 4-2-2, 4 I 21I LEGEND 1 - DECORATIVE GRILLE 2 - ALUM GLAZING SYSTEM 3 - PTD. STUCCO FINISH ON MASONRY SUBSTRATE 4- METAL CANOPY 5 - FABRIC AWNING 6 - GRANITE BASE 7 - STUCCO REVEALS 8 - METAL PANELS 9 - CONC EYEBROW BISCAYNE BLVD SE 1ST STREET ELEVATION TO PARKING. - . He ,$ 4; patr �..os oee_S`c4-d Zonino °_ar :% TERRA 232 AnIalusa/me Coral Gables FL 33134 TeL 305.952E3 ram 65 LEGEND 1 - DECORATIVE GRILLE 2 - ALUM GLAZING SYSTEM 3 - PTD. STUCCO FINISH ON MASONRY SUBSTRATE 4 - METAL CANOPY 5 - FABRIC AWNING 6 - GRANITE BASE 7-STUCCO REVEALS 8 - METAL PANELS 9 - CONC EYEBROW II I --.1I SE 1ST STREET ELEVATION p,.."oord E-3f2 JUE 4-[-1 TERRA 112 Nab. Mess Coral Gables FL 3313♦ Tel. 3059212123 Fax 75611.2. rmaraat er Conf h e DcsMy winyo i CopT ON p9.ty Of iE R 9ct9r a' Not Bc A II e a P tl ixccet tM1 Sp9c Pc V f 1 nrcn Lac o R-sP - P ny 0 i T AVrc6"tees 3efo, 0 r,"g x'ork cOraw nys INof i9 Be ScoleE ELEVATION MATERIAL LEGEND PI0. 08' LIGHT TEXTURE SNCCO FINISH ON MASONRY SUBSTRATE COLOR I: MMITE 019 - PI0. 518' LIGHT TEXTURE STUCCO FINISH ON MASONRY 511BSIVATE, COLOR 2: CREAM PTO 5/8' LIGHT TEXTURE STUCCO FINISH ON MASONRY SUBSTRATE, COLOR 3: LIGHT BLUE -GREY N GRANITE PANELS 03 RE CURTSIAIN WALLGIAZING ASSEMBLY, ll/TIMED, IMPACT STAMGIASS W/ ALUM WINDOW MY, FLU., EFL < iIN ED, IMPACTRESISTAASSEBLNTGIA55OROPOLYMER FIN AWMSTDREFRONTASSEMRLY FI UOf00POLVMEV FIN, W/ �.I TINTED, IM10CI80SISTANTGVSS DECORATIVE ALUM GRILLEEIL0ROPO1YMEIR011. Ep RAILING M EMW/CLEAR GLASS FABRICAWNING ON ANNOD. GALV. STEEL FRAME Do�. - METAL SUNSCREEN, FL UOROPOLYMERFIN, 10 TINTED SPANDREL GLASS &ALUM ASSEMBLY 0 m m 0 48 HO1 EL FLOORS AHIGH POINT (+824'-0' NGVDI ALEVEL-P691+)40'-6' NGVDI. AVLEVEL-P6)1021',6' NGVD) .$1 EVFJ-P651+702-6 NGVDI h LEVEL P63 I683-6' NGVD) 0LEVR-P61 1+664' 6' NGVD) LEVEL P591+645' b' NGVD) 0LEVEL-P5z 1-1626' 6' NGVD) 4LEVEL-P55 1+607-6' NGVD) )0LEVFI-P531+588'd' NGVD) . LEY EL-P 51 1+569'd- NGVD) 0LEVEL-P49 (S50'-6' NGVD) ALEVEL-P4)1+531',6. NGVD) 1�I EVER POI 1+512.6' NGVD) ALEVELP431+49 6 NGVD) _hIV EVEL 11411+474-6 NGVDI $LEVEL P391+455 6' NGVDI 4LEVEL-P32 1143E2.6' NGVDI LEVEL-P351+4171b' NGVDI 0LEVEL-P331+398',6' NGVDI 0LEVEL-P31 1+329'-6' NG1/01 4/6001-P293 360'-6'NGV01 lVI.EVEL-P27 1+341'-6' NGVDI OLEVEL-925 1+322'S' NGVD) AL EVELP]31+298'19 NGVDI REST. _OM ECH/ROOFI+Z)4'-0' NO/0) $LEVEL PI01+262'-0' NGVD) 12'-0" 12'-0' 9,6 9' 6' 96 9,6 96 96' 9 6' 9,6 9,6 96 9 6' 9'-6 9'-6 9'-6 9,6 9,6 9'-6 9'-6' 9,6 9,6 9'-6' 9'-6' 9'-6' 9L6' 9,6" 96' 9'-6" 9' 6" 9,,6" 9,6„ EVEL-P221+283' 0" NGVD) LOBBY POOL DECK LEVEL-P211+Z63'-O'NGVD) 26-0 BALLROOM OLFVFL-P201+238'-0' NGVD) EXHIBIT HALL 0IEVEL- P 18 1+201L' NGVD) ▪ LEVEL-P 161, 83'-6' NGVD) LEVEL-PI41+165-6' NGVD) ,LEVEL-P12 I+14T'-6'NGVDI. 1 ,LEVEL-Pm(+lz9.-a-Ncvo) hVLEVEL-PA I+111'-6"NGVDI ALEVEL-P61+93'-6" NGVD) \/ VAEVEL-T41+)4'-6'NGVD) 3 (+52' 0' NGVD', o �EL:q`a D A LVELo a{+320 NGVDI V z /\ �ELVEOL011+12 0 NGV , 20'-0" 12'-6" 9'-0" 9' e, 9,-0" 22'-6" Ino cos on m 19 03 16.1 mow , Toni ��mmm■m w�:l III mm . u �ul ■y n Inn. I�I ,nman !E01 Imamv� r I 16=-I ®®�I m �! . �' _. m=mil ■"�' I 111.in In`�� Innis! ill I Inn /Im T. T. uI1 •I _III In �.II� `II�LIn� ee°■I 5 ►.;R', ilk, tall I.I InI I,�.II.I�Run ! ' L11r 1I: Lei nI. '1.11 I.II.I IpO i■I i ! iEN li R ■ I I II I.I O n4. III 111� •V E°I I I 2.I ®: IIWWIII14 ''i :n• n i•mi �■ E.: IIn1 !L!w.. mum I• E l '• L' I nand 1� !MN •® :RN III.II.III.I -- •m1■ m® us1u i.. m■mi imp nrn nu nnn •..I) im■mI■■Imum son mn_n nu onn n 52!on 1 o Ienlim Innily��a =RI al pm MIME is m<Iv Iuundumu m■mi move SEM cm mom IV+3RD AVE. // Ill I i ^I I_E.—I III �I � m gm mon Iill rum •mIllli ! I�ll• ram■ 11 ■m!�! ■■mi mn gMEI El ■n■n® IIl�g! ■■!u. mil ■ imi:-■ Er nn■ni 111- EMI _•l i.sui p !_ Emma !nii.i Epss■■M■ii ammili __M_IIggu g I !!!H ■I� ®! !g 1 .0. • E!Iii11 1 m RUIN MIMI , 44 4 4P. * Walt I•En-nn i m m "WO !!!!C!!!!i I I -fir ®iI III1I4 gie _: mmnm;:;I: ne'n�ll� 'l i�� �IiJI It, oB 0. 2.9 n102 OFF OL TOTAL BLOG HEIGHT / 0HIGH POINT 1+1049'-0' NGVDI TOP 0FT0W0R 16'0" m 0ME0 I ROOF I+992'-10' NGV94 OBSERVATION DECK X AROOF 1+967-10"NGVDI VALEVEL-201+954'-6' NGVD) IT-4"R LEVEL-681+92,10' NGVD) 13'-4" .ILEVEL-661'-901'-2' NGVD) 0LEVEL-61 1+874'-6' NGVD) ]3'4" $LEVEL-6221+84)'-10' AGVD). 13'4" 0LEVEL-601+821'-2' NGVDI LEVEL-5011294'-6' NGVDI ¢LEVEL-561+267' O' NGVD) LEVEL 54 -1-241'-2' NGVD) 0LEV0L 52I+)14-6' NGVD) 13'4" 1114" 19-4 194" 13 4" .LEVEL501+689 D NGVD) 134 134 13'4' LEVEL 481+661 2' NOVDI 0LEVEL-46 11-634'-6' NGVD) hLEVEL-441+60)'-10" NGVD) 1�0LEVEL-49 L'-59I'-2' NGVDI. 0LEVEL-401+554'-6' NGVD) • ALEVEL381+522'-10' NGVD) LLYYA EL361+591'-2'NGVD) O AAV OV.. 1 494'-6' ) 0 0'-EVEL-321+447'-10 NGVD, 8 01 EVEL-30)+421'-2' NGVD) V'-6ALEVEI-281+394' NGVD) AI PvEL-261+36)'-19' NGVD) VOLE VEL-241+341'-2' NGVD) 0LEVEL-221+314'fi' NGVD) LFVEL-201+28I'-I U- NGV01 V01 PVEL-181+26 P-r NGVDI LEVEL-161+234'-6' NG/0) h4YLEVEL-141+200'-)0" NGVD) )0LEVEL-'-z' 12(+181NGVD) .LL E V EL-10 IT 154'.6' NG/O) V NNALEVEL-81+12Z'-10' NGVD) ALEVEL, I+ 101,211 NGVD) 01 r62'bl+b' NGVD) AEEVEL 3 (52 0" NGVD) oryop-37.-a.m.psvEm AEivELl.ti 1 120 OV01 BISCAYNE BLVD. 13'4" 13'4" ,4" 134" 1349 13'-4" 13'4" 13'4" 13'4" 13'4" 13'4" 13'-4" 13'4" 13'4' 13' 4" 13'4" 13'4" 13'4" 13'-4" 13',4" 13'-4" 13'4" 13',4" 22-6" 20-0" 20-0" 91 ONE BAYFRONT PLAZA 100 SOUTH BISCAYNE BLVD. MIAMI, FLORIDA 33131 Scaled. Tho.e Designs And Orawlngs be Tne Co Ig�led Property 011ENRA Arc0lloc . ana May Not Os Reproduced f.cept w M1 SpesJt Written Consent o - Arcfiitacts. he Con actor Uusl Check And /erlty All �imensian9 Ofp0M1e Job And 6e Resporsidle For Same. Reporting Any Discrepancies To The Aresiterls Before Camman�ing wo k.sllrnwinpv Nnl To 9 i11 lia..m woman mom iii■■■®I MAIM-i IiII�■■_■117 ummomma III ■■■I 1i1 ■■°II .I■ ii00 III 1111 ..minis ■®S !Eii mug ■■e■eiii _■■e�o1ii isis ..■ ...■ Ommoommumi M.®iliii ummommii e■■3eM■i .■.i■ii .....m i�■e■■i■•■i i...■®■11 IMMERSE NINO m■■IU■ii inammili ......i Aimallil ar Essim 'Rim ° NI ■iil rearmlialiffidll'��I MERR NN IUI1 I__....0 _ iii iiiiiii[d� ®..I iiiiiiiq =09i1miiiiiiiiiliii� W -.1 I.11� 11.■_h .1ii I +loii"Iiiiillli in iiiiise dimIli .R ME i TERRA Pa Coal Gables FL 33139 Td..7321n Fu]9551i2B65 iaaW*k&1nFm NE 3RD AVENUE RETAIL SHOPS PARKING ENTRY/ EXIT OFFICE DROPP OFF DRIVE SE 2ND STREET ELEVATION (SOUTH ELEVATION) RETAIL SHOPS BISCAYNE BLVD- LEGEND 1 - DECORATIVE GRILLE 2 - ALUM GLAZING SYSTEM 3 - PTD. STUCCO FINISH ON MASONRY SUBSTRATE 4 - METAL CANOPY 5 - FABRIC AWNING 6 - GRANITE BASE 7 - STUCCO REVEALS S - METAL PANELS 9 - CONC EYEBROW A203 A203 SE 2ND STREET ELEVATION 3 13, TERRA Mee 92 M91®Arou Coral Cables FL 33134 TeL 1053I32123 Fa.. mssv.1eus Termara•bbostand LEGEND 1 - DECORATIVE GRILLE 2 - ALUM GLAZING SYSTEM 3 - PTD. STUCCO FINISH ON MASONRY SUBSTRATE 4 - METAL CANOPY 5 - FABRIC AWNING 6 - GRANITE BASE 7 - STUCCO REVEALS 8 - METAL PANELS 9 - CONC EYEBROW 8 =41. lei ;aN I Pi....\ OFFICE DROP OFF DRIVE SE 2ND STREET ELEVATION TERRA ISIMM ordlCab"les FL 33134 TeL 305.952123 fax I94513260 TEA lv^n TFeso Oasig.ti And 0 wingNs Ar¢ l CapyrlyFtrid Prope ty 0 TERRA AreFitectule and M o; B¢ Reproduced Exce witF P The Contractor ust CFec - - pt Specii �itlen m¢n t -The reFlkects repan e is Sefa Cam cnc ng wo k. JrA¢wings Not To Be xaled. 70 FLOORS/ 763'0' lD 0 O X OLIGHPOINT I�82^'-U'NGVDJ OMECH/ROOF I;+774'-0' NGVDI �LEVEL-P701+262'-0' NGVDJ 12'-0" 4 I2 0' ALEVEL-P691+J40'-6' NGVDI 9'-6' 4 9'-6' 01 FVFLP6/ 1+)Z1' 6' NGVDI 9'-6' 1 9' 6' LeVEI-r651+)02'6' NGvul 9'-6' Y 9'-6' ALEVEL-P631+483'-6' NGVDI V 9i-6' $LEVEL-P61 1+664'-6' NGVDI 9' 0' LEVEL P591+645' 6' NGVDI 9' 6' LEVEL-P5>1+626'-6' NG'2D) 9-6' V 9-6' 44ALEVEL-P551+60T-6' NGVDI 96� OLEVEL-P531+588'-6' NGVDI 9L6 $LEVELP511+569'-6' NGVDI 0 991+s50'-6'NGVO) �L¢Veo-r .4.LEVEL-P471+531'-6' NGVD1 Y 0LEVELP951+512'-6"NGVDI 9'6' w+ ALEVEI/P431+493'-6' NGVDI 9'-6' 11 9'-6 riLEVLLr91 14T4'-6. NGVD) 9,6' VV 9,6' .LLFVELP391+455'-6'NGVD) 9'-6' YY 96 LEVEL P3% 1+436'-6' NGVDI OO 9'-6 r,LEVEI.P351,41T-6. NGVD) 9'-6' VV 9'.6' cLEVEL-P331' 390'-6' NGVDl 9''6' V 9'.6' LFVELP31 1+979'-6' NGVDI 9''6' VV 9,6 ALEVEL-P29 I-I.3E0',6'NGVOJ 9'6' V 9-6 $LEVELP271+341'-6 NGVDI 9'-6' 9'6' OLEVEL-7251' 32z'-6" NG VDI 9'-6' 9-6, 0LEVELP231*298'-O'NGVDI RE$T. oLEVEI P283 221E LOBDY '-0' NGVDI POOL DECK $LE V 9 -P21 I+]63',0' NGVDI 20'-0" BALLR00M ALEVEL-P201+238'-O'NGVD1 2$ 0 P EX1IBITHALL 25,0" 0LEva- i 1 6'NGVD1 12.9 - l0+2D;- 9-0 ALEVEL-' 16+183'-6' NGVDI 9'Q' V 9'-0' ALEVEL-P 141* 165',6' NGVDI 9',0 $LEVEL-P 12 I+I4T-6' NGVDI 9 -0 .¢ L_P I0L29'-6"NGVDJ 9-0 $LEVEL-PsI+111,t,"NGVDI 9'-0' E LEVEL -PG 1+93'S"NGVDI 9-11' Y ALEVEL-P41+24'-6'NGVOJ 10'-0' V EL.+62 6' 22L6' 0EL.MO FVFL-3'O+52'-0' NGV01 0E20'-0r32'0"NGVDJ 20'-0" NGVD) 15!_ Pv 88 3E2ND STREET ELEVATION MATERIAI. LEGEND El_PM. 5/8'IIGHT TEXTURE STUCCO FINISH ON MASONRY SUBSTRATE, COLOR I. WHITE ET PTO. SAT LIGHT TEATURESTUCCO FMISH ON MASONRY COLOR 2'. CREAM PTO. 5/8'LIGHT MOIRE STUCCOFINISH ON MASONRY SuBSTRATE OI043 C COLOR 3'. LIGHT BLUE GRY 02 GRANITE PANELS CUBTAIN WALL GLACINGASSEMBLY W/ ENTEO, IMPACT 03 RESBTAMGIA$$ A/LMW44000A5SPM4LY.FW0R0FOLYMERFIN,W/ 09 iIId1FD.IMPACf REASiANTGU55 OS ALUMS0OREFRONTA55EM4LY FLUOROPOLYNERFIN W/ 0 TIMED,IMPACFRESIS5AMGIASS DECORATIVE ALUM GRILIE,FLUOROPOLYMER FIN. 02 RAILING SYSTEM W/ CLEAR GVS5 El— FABRIC AWNING ON ANNOD, GALV.6TEB FRAME 09 METAL SUN SCREEN,FLUOROPOLYMER FIN. 19 TIMED SPANDREL CLASS 6 ALUM ASSEMBLY o a14 : 4121 W uaID9<D�$ ONE BAYFRONT PLAZA '100 SOUTH BISCAYNE BLVD. MIAMI, FLORIDA 33131 TM1em Designs Antl Drawings Are iFe c riV,2 P o ty Df TERRA A inn Contractor Must l:M1eck Antl erify All Dimenslonc DfpTM1e Job Asd Ba Responsible For Some.e Repe tiny Nny Descre rodcrxtl < Th wi:M1 5 ecic wrrtfnn Ccnseci Tn grcrltecN q A panties TCMThe AreFiteels 113afore Commencing werk.eDrawngs Not To De Scaled WEST ELEVATION (NE 3RD AVENUE) LEGEND 1 - DECORATIVE GRILLE 2 - ALUM GLAZING SYSTEM 3 - PTD. STUCCO FINISH ON MASONRY SUBSTRATE 4 - METAL CANOPY 5 - FABRIC AWNING 6- GRANITE BASE 7 - STUCCO REVEALS 8- METAL PANELS 9 - CONC EYEBROW SE 1ST STREET J J WEST ELEVATION (NE 3RD AVENUE) e. es�3ns 0 e ContraNeeCM1GrawlIncol" CEA ANx 34c owo fk.e AocgNot To 3e Sealetl. NO NA313 1 TOTAL BLDG HEIGHT= 103 AHIGI3 POINT 1+1049'-0" NGVDI 41 TOP OF TOWER AMECH ROOF +992-10" NGVCI 1' OBSERVATION DECK X $ROCIF 1+96240'NGVDI .5 0 06E4111I-R01+954',6' NGVDI 41E2/11:1 1+92J'10'NGVDI 13'4" 13.4' ALEVI=1-6(. -901'.2' 840Dl 13L4' V 13,4' 4LEV0L641+9I4 4' NGVDI 13,4" 13,4' LEVCL-C414942'�10' NGVDI 13,4' A V ALEVLL601*B21'-Z' NGVDI 13,4' Y 13,4' 13'-4' 13'-4' ALEVEL-561+/6/'-10' NGV01 13 -4 V 13'-4" 13'-0" 13' 4" rLEVEL-50.1+60]'-10' IJGvDI 13'-4" Y 4L _LEVIJ.-g81+901'2'NGVDI �� 13,4" ALEVII-4611-634'§' NGVDI 13'4' � LEVI:L-44J+602'-10 NGVDI ' :3'-0" 400111L 42 I+481' 2"NGVDJ 13'4" V 13�-4 4LLEV11-40 T+55466'NGVDI 13'4' ALEVI:L-38I+52]'-10' NGVDI V 6/01:L-361+501'-2"NGVDJ 13'-4" O o Y 1_,M:L-341+424'd' NGV01. 13''4" 13'4" 4LEVFi 321+442'-10'NGV01 13'-4" 0LE41L-581+7_24.6' NGVDI VI=L-54 1+241' 2" NGVDI OLEVF-L-521+/ 14' 6" NGVDI rLLEVL:L-301+421'-2' NGVDI 13' 4" Y� 13'-0" 01,64 L-28 I+394'-6' NGVDI 13' 4" 13'.4" r9LEVF1L-261+362'-10' NGVDJ 13'-4" VV 13' 4" h7EVF1-241+341' 2" NGVDI 13'-4" l� 13'-0" 40469'L-021+314' 6' NGVDI 14'4" ALEVI=L-201+z&2'-1 U'N0V0I 13 4 1 13'-0" f09_EL-1+261'-2' NGvol 13L4" 1Y-0" .1LEVL'L-161+234'6' NGVDJ 13"4 �� 13'4„ hLEVF'L-141+z02'-lo' NGVDI 13'" VV 13'A" LLLI0+0I'-2'NGVDI 13' 13'-0" EVFL-IDI+:54'-,NGVDI 13'4" 13'4' $LEVEL$1+12]'- 10' NGVDI 13'-4" 13,4" ,,EV LEL-61+101'-2'NGVDI t�-r 1� 13'-0" AL.EVEL-4J+246 5140OJ 1344"" VEL.+62'b' 6 • $LEVEL-3 (+5_ 00' NGVDI 22' 6" 0 I Z I32'-0' NGV"1 00,1_I_1+12'-0" NGVDI -0 0 " EL.+a SE2ND51'1EET ipd, \. lilii _� k�Torw 3► i�i9i�inaPi® � n IRON mann :■■ i 1 Num' :BEE mass ILILLHE NI■aaaaa 1 ... �.ENSISI®1 III I o®�ru�1��q� ::;:: 1:R::iliglIn. _ EER l_ini ME ...aa■f■1 ®1I� ■�M ■■■■®■■1 Erma �■ 1 1111■■■..s.. MW.o1 ■11■■aaal■■ ■!■■! i f�®II ®�i a�■_- •• IXEM-'! oajaa; a IN II Ilb MIME ®�aaaa®a_ ■ ■■_■■■■I HiMeliin IN .Mu■■■■■ ■■■■■■ "E I�m■ 1 ■■ l■■aaa a..!■II 1111111 NEEMEERE i ■ eta 19u;i 0 's ="c7 P 9 ,111111191 �-_ L I Vim" r 9 i�gaeas as Milk- 1,Is-i�l FOB AIN, • ■m� 1 �F� 0�4� s R� II 11 to yl .BIrnIRE gg■a■ou �-'i �ili1 I m E 0 ELEVATION MATERIAL LEGEND PTD.5/8. LGHT TEXTURE 540CCOFINISH OV MASONRY SUBSl0TE COLOR I:IVHITE 510 5/13' LIGHT TEXTURE. STUCCO FINISH ON MASONRY SUBSTRATE, COLOR 2. CREAM PTD.S/A WI IT TEXTURE STUCCO FINISH ON MAiONRY SUBSTRATE COLOR fl 3: LIGHT BLUEGRET E- GRANRE PANELS CUSISTAMRTAINWALL GLAZING ASSEMBLY, W/ TINTED. IMPACT REGI/S1 I��II ALUMWIMSOWASSBABLY, FL0000POLYMERNN.,W( 04 TINTED.IMPACTRESISTANTGLASS ITSALUMSTOREFRONTASSEMBLY,FLOROPOLYMER FIN., W/ IINTFD. IMPgCTRESISTANTGIASS r DECORATIVE ALUM GRIT F FFUOROPOLYMER FIN. 0) RAILlll04/5 W/ ['FAR GLASS E- FABRIC AWNING ON ANNOD, GAL, STEEL FRAME 09 METAL SUN SCREEN, HUOROPOLYMER FIN. IR TINTED SPANDREL GLASS&ALUM ASSEMBLY ENTRY PLAZA L STREET D W g ONE BAYFRONT PLAZA 100 SOUTH BISCAYNE BLVD. M1AM1, FLORIDA 33131 4/1// 3 V1,1' TM1 eagns and Orowingo A dpylgftedd Prop Bty Of TERR P cni lecture a .Nay M1 de Reproduced Excep: with Specific Vlrilter. Consent of Tfl ArcM1itacts. rnctpr Mcs sCM1ec+ And Venfy All imensians Of e a n e fes>dns, a -or Same. tAg ties To ire Ar;M1il Or nen rk Are A Ta 9e Ssae hny piscrepdn ecte Ael a Cnm ink w wings EAST ELEVATION (BISCAYNE BLVD.) SCALE I" — 40'-0" LEGEND 1 - DECORATIVE GRILLE 2 - ALUM GLAZING SYSTEM 3- PTD. STUCCO FINISH ON MASONRY SUBSTRATE 4- METAL CANOPY 5- FABRICAWNING 8 - GRANITE BASE 7 - STUCCO REVEALS 8 - METAL PANELS 9 - CO NC EYEBROW SE 2ND STREET SE 1ST STREET EAST ELEVATION (BISCAYNE BLVD.) Mcon TERRA 714111211,1113 Averue Coal G Gables FL 33134 Tat3O5.9152113 TmudwErdwtlaulet o Mete ea.e If FAME Fuson INPM MS. OM MIME MA. sum Walls Fla ®RANK '?l F MOM m�� retat PAW TERRA PIM !Mrs IA! bi . 0 F�1414444446�1iip��'�qp��, H1�HA&4A414441iiilli"a"11 11, r € .i5H444R4Hg411N1 ���ti&�4�mNtHilII�Iyi,,! '8811�1j•! l44ii ' ii �@j��l�€tN8i4�tA....Ihll�1i, iii�j��itN4i F g�tPA�4i44i,1" tlhi r.4Ni4--4143'NNttt��ii 1 u..:' ��4111��1i1Nt9�AFF441®4114�j�111 �..� ��IHHININ4R444461�11i1j' Illjl EilA,ilfilllll .i:1i 'if var iiii[ai1liinl i.......4Ai�Yipp ii®ilsaoa"411ii I� �nisilA iiillil' 1111;i, i;;..' fiiil l�iNlll i t;e tMo6��c�aiiea9ljp ioiiiijilrtla��!iii gA IAiN 141iii :61:1::ii:1;::i ,gi ��4u4�.4Ai41414i§111111q,�: ii!. q12 i��� ii:.�ii„fili1€H6NilAiihiliii iiiiiiiiiiiiiln�!iOoiliiiiii(�It4' IIi1 Ailiiliiilliilllif ...,i P�9��F�tl�ii11iiilligl+4tiii0iiai 91'0ivili!i�i,11NNH+illliliai :111:!r; IE�'? ilI!I.iIIIIIH::II4111;�iiiiiii�sEuiiiiiuj11uiiiu ;ia a IllIiiiiiiii.iigii!!O"iiiliii� iiI iiiiiwlieiiili iiiiii4igiiii!U uiUhir.. till® e_ �.. Allllallii WisitentiraNNOI Nifiiii 1@NiilGll� .. id'e9ilij1 e 2 x_ — - till!' 3iiil moll Iih iii A 2 A R1 DETAIL OF GLASS RAILING 2' PIA. ALUM.TUbE HANDRAIL, KYNAR FINISH, TYP. ALUM. HANDRAIL SUPPORT PLATE. WELDED TO POST, KYNAR FINISH. TYP. ALUM. POST CLOSURE PLATE WELDED TO POST. KYNAR FlNrsH, TYP. DETAIL OF GLASS RAILING ALUM. PLATE. WELDED TO ALUM. POSTS, KYNAR FINISH. TYP. CLEAR LAMINATED GLASS��r 2"X 2' SO. ALUM. POST SUPPORT. KYNAR FINISH, TYP. ALUM PLATE. WELUN TO ALUM, POS IS, KYNAR FINISH. TYP OF POST OPEN CLEAR LAMINATED CLASS OPEN CF POE RAIL SECTION RAIL ELEVATION OF POST TERRA 1 Neve LAMINATED,TINTED GLASS SPANDRELS VIRACON, GREY LAMINATED,TINTED VISION GLASS VIRACON, BLUE -GREY TYPICAL PAINT COLOR A BM 2021-70 PALE STRAW TYPICAL PAINT COLOR B BM 2088-50 COOL LAVA TYPICAL PAINT COLOR C BM 2067-40 BLUE LAPIS DECORATIVE GRILLES AIROLITE, AIRFOIL' TERRA Coral Cable. 1Icl 509321:3 ]B65,86 1 ixcshw.4lm A HEARING BOARDS 444 SW 2nd Avenue, 7th Floor • Miami, Florida 33130 Telephone 305-416-2030 • Fax 305-416-2035 www.miamigov.com/hearing boards PUBLIC HEARING APPLICATION FOR A MAJOR USE SPECIAL PERMIT Welcome to Hearing Boards! This application is intended to serve as a guide in acquainting you with our public hearing process. By any means, please feel free to contact us at the number above, should you have any questions. CITY OF MIAMI ORDINANCE NO. 11469, CODIFIED IN CHAPTER 2, ARTICLE VI OF THE CITY CODE STATES THAT 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. Copies of lobbyist documentation with proof of payment must be submitted with the complete application. The deadline to file the complete application with supporting documents is the first five working days (1-5) of each month from 8:00 am until 3:00 pm, and on the fifth day, at 12:00 pm. The responses to this application must be typed and signed in black ink. Please note that pursuant to Section 1304.2.2 of the Miami Zoning Ordinance, no application shall be deemed to have been filed unless and until the applications shall have been completed. All pertinent and accurate information/documentation; i.e., the plans, reports, exhibits, shall be presented at the time of filing, in addition to the paid receipt. The applicant is responsible for the accuracy of the information contained in the application and all supporting materials. If you like, you could bring the materials to our office for staff review before the deadline to ensure the application is complete. Upon submittal, this application must be accompanied with a signed Zoning Referral. You will be responsible, if needed, to bring an interpreter for the English language to any presentation before city boards, committees and the city commission. A valid power of attorney will be required if neither applicant or legal counsel representing the applicant execute the application or desire to make a presentation before city boards, committees and the city commission. Copies of City Commission resolutions can be obtained at our website through the "Legislative Hub", or for certified copies, contact the City Clerk's Office at 305-250-5360. Applications given to customers do not constitute action from the City of Miami without plans review and written comments from the Office of Zoning. Before submitting an application for Major Use Special Permit (MUSP), the applicant shall confer with the zoning administrator and the director of the Planning Department or their designee to obtain information and guidance before initiating the process. It is intended that the MUSPs be required where specified uses and/or occupancies involve matters deemed to be of citywide or area -wide importance. The City Commission shall be solely responsible for determinations on applications for MUSPs. (See Article 17 of ordinance No. 11000, as amended.) The director of the Planning department shall make recommendations on all applications for MUSPs and for any amendments thereto and shall transmit said applications and recommendations to the Planning Advisory Board for its recommendations and may make referrals to other agencies, bodies, or officers for review, analysis, and/or technical findings and determinations and reports thereon. (See Section 1301.4 of Ordinance No. 11000, as amended.) Final approval of this MUSP application shall consist of an executed resolution by the Miami City Commission and a development order, which specifies the conditions under which this MUSP application is approved. Tibor Hollo, Vice President, NORTHWESTERN CAPITAL CORPORATION, A Florida Corporation, hereby apply for approval of ONE BAYFRONT PLAZA a Major Use Special Permit at 100 South Biscayne Boulevard, Miami, Florida 33131 (also known as 350 SE 1st Street) , and in support of that request, furnish the following: 1. The property/location listed does not have any open code enforcement/lien violations. The subject property does not have any open code enforcement/lien violations. See attached letter. 2. One (1) original survey prepared by a State of Florida registered land surveyor within six (6) months from the date of application. An Original sealed Survey is included at Section 111 TAB 5 of the Supporting Documents. 3. One (1) original 24x36" plan, signed and sealed by a State of Florida registered architect or engineer showing property boundaries and proposed structure(s), parking, landscaping, etc.; building elevations and dimensions and computations of lot area and building spacing. An Original sealed Plan 24"x36" has been submitted to the Office of Hearing Boards. 4. Original plan needs to be stamped, dated and initialed by Hearing Boards designee first and then by (1) Public Works on the 8th Floor, (2) Zoning on the 4th Floor and (3) Planning on the 3`d Floor, prior to submittal. Note: Plans are to be submitted to Zoning for first time review starting from the 8th through the 20th of each month. Zoning will not be accepting first-time review plans after the 20th day of the month. Rev. 09-20-06 2 Original Plans, stamped, dated and initialed by Hearing Board, Public Works, Zoning and Planning are included at Section 111 TAB 6 of the Supporting Documents. 5. After obtaining signatures from the above departments, two (2) 11x17" and one (1) 81/2x11" copies of the original plan. Original Plans, stamped, dated and initialed by Hearing Board, Public Works, Zoning and Planning are included at Section 111 TAB 6 of the Supporting Documents. 6. At least two photographs that show the entire property (land and improvements). Photographs are included at Section 111 TAB 6 of the Supporting Documents. 7. A clear and legible copy of the recorded warranty deed and tax forms of the most current year that shows the present owner(s) and legal description of the property. A copy of the Warranty Deed, and the Property Tax bill with evidence of payment is provided at Section I TAB 8. 8. A clear and legible copy of the subject property address and legal description on a separate sheet of paper, labeled as "Exhibit A" to coincide with the current survey's legal description. The legal description labeled "Exhibit A" is provided at Section I TAB F. 9. Affidavit and disclosure of ownership of all owners and contract purchasers of the subject property (see pages 5 and 6). A Disclosure of Ownership of the property is provided at Section l TAB B. An Affidavit is provided at Section I TAB C. 10. Certified list of owners of real estate within 500 feet of the subject property (see pages 7 and 8). A Certified List of owners is provided at Section I TAB E. 11. What is the acreage of the project/property site? 2.25 Net Acres 12. What is the purpose of this application/nature of proposed use? Development of existing 18 story office and retail building with an Office Tower, a Hotel Tower, Parking Garage, Retail/Commercial Mall and Exhibition and Banqueting Space. 13. Is the property within the boundaries of a historic site, historic district or archeological zone? Please contact the Planning Department on the 3rd Floor for information. YES 14. Is the property within the boundaries of an Environmental Preservation District? Please contact the Planning Department on the 3rd Floor for information. N/A 15. For corporations and partnerships indicated, the following documents are to be submitted: a) Articles of Incorporation; b) Certificate from Tallahassee Tess than one (1) year old showing good standing; Rev. 09-20-06 3 c) Corporate Resolution or a Power of Attorney signed by the secretary of the Corporation authorizing the person who signed the application to do so; d) Non-profit organizations: A list of Board of Directors less than one (1) year old. The Articles of Incorporation, a Certificate of Good Standing and A Corporate Resolution authorizing the signatory is provided at Section I TAB C. 16. A signed Traffic Sufficiency Letter from the City of Miami's traffic consultant. A Traffic Impact Analysis and Sufficiency Letter is provided at Section Ill TAB 2. 17. Maps showing the existing zoning designation and the adopted comprehensive plan designation for areas on and around the property. A Zoning Map of the site is provided at Section I TAB H. 18. General 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. The Locator map is provided at Section 111 TAB 6 of the Supporting Documents. 19. Concept Plan: a) Site plan and relevant information per Section 1304.2.1 d-h in Zoning Ordinance 11000, as amended. b) Relationships to surrounding existing and proposed uses and activities, systems and facilities, per Section 1702.2.2a in Zoning Ordinance 11000, as amended. c) How concept affects existing zoning and adopted comprehensive plan principles and designations; tabulation of any required variances, special permits, changes of zoning or exemptions, per Section 1702.2.2b in Zoning Ordinance 11000, as amended. The Site Plan and relevant information is located within Section Ill, TAB 6 of the Supporting Documents. Relationships to surroundings are included in Section 11, Project Description. 20. Developmental Impact Study (an application for development approval for a Development of Regional Impact may substitute). Refer to Section II, Project Description. 21. Twenty (20) "MUSP" books —including an original —containing 8 I/2 x 11" copies of the above information, including this application and any other public hearing applications. If the project requires a Variance or Special Exception request, thirty (30) books are required. Twenty (20) "MUSP" Books including the original are provided. 22. One (1) electronic copy of every document included in the MUSP book, individually scanned in ".pdf" f orm. For example: 1) Outside Cover, 2) Inside Cover, 3) Table of Contents, 4) Application and Supporting Documentation, 5) Aerial Photos, 6) Survey, 7) Plans, etc. An electronic copy of all documents included in the MUSP is provided. 23. All documents, reports, studies, exhibits (8 1/z x11") or other materials to be submitted at the hearing shall be submitted with this application and will be kept as part of the record. 24. Cost of processing according to Section 62-156 of the Miami City Code*: Rev. 09-20-06 4 a) Major Use Special Permit $ b) Additional fee for any required special permits; such as, Comprehensive Plan, Zoning Atlas, Special Exception(s) and/or Variance(s) $ c) Public hearing and public meeting mail notice fee $ d) Total: $ *Pursuant to Ordinance 127 •, all planning and zoning fees in excess of $25, 000.00, shall be paid in the form of certifio. check, cashier's check, or money order. Signature—. Name Tibor Hollo Address 100 South Biscayne Blvd. #900 Miami, Fl 33131 Telephone 305-358-7710 E-mail thollo(c�fecr.com The application submittal date is the date stamped by Hearing Boards' staff on the front page. STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing was acknowledged before me this 0 D day of 417 20 7 , by who is a(n) Officer and Director corporation of Northwestern Capital Corporation a Florida corporation. He/She is personally known to me or who has produced as identification and who did (did not) take an oa h. (Stamp) Yoanna Garcia Commission iDD409266 bat �• �`," Expires: MAIL 21, 2009 www.AARo,kiNoTARY.com Signature Rev. 09-20-06 5 ONE BAYFRONT PLAZA MAJOR USE SPECIAL PERMIT Addendum to Application Special Permits March 2007 1) To apply for a Major Use Special Permit, as per Article 17, Section 1701 definition (2), to allow non-residential uses involving in excess of two hundred thousand (200,000) square feet of floor area, 2) To apply for a Major use Special Permit , as per Article 17, Section 1701 definition (3) to allow a hotel involving in excess of three hundred fifty (350) rooms. 3) To apply for a Major use Special Permit , as per Article 17, Section 1701 definition (7) to allow for any single use or combination of uses requiring or proposing to provide in excess of five hundred (500) parking spaces. 4) Special Permits: a) To apply for a Class II Special Permit for development within the CDB district. b) To apply for a Class II Special Permit to allow a waiver of the required five foot setback on lots which have less than two hundred (200) linear feet of frontage on a given street. c) To apply for a Class II Special Permit as per City of Miami's Off -Street Parking Guides and Standards to reduce parking stall width when adjacent to a wall or column. d) To apply for a Class II Special Permit as per City of Miami's Off -Street Parking Guides and Standards to allow reduction of required backup distance from 23'0" feet to 22'0 e) To apply for a Class II Special Permit to allow a reduction in size in loading berths. f) To apply for a Class II Special Permit of allow temporary structures, occupancies, and uses necessary for construction including but not limited to a construction trailers, security trailers, construction fence and covered walkway. d) To apply for a Class II Special Permit to allow maneuvering on public street (NE 2" Street) of loading trucks. e) To apply for a Class II Special Permit to allow outdoor dining. h) To apply for a Class I Permit for permanent recreation facilities. i) To apply for a Class I Permit for staging and temporary off street parking during construction. j) To apply for a Class I Permit to allow development/construction/rental and sales signage. k) To apply for a Class I Permit for a Federal Aviation Authority clearance letter. I) To apply for a Class I Permit to allow temporary events such as groundbreaking ceremonies and the like. m) To apply for a Class I Permit to allow for a sales/rental office. o) To apply for Class I Permit to allow valet parking at the project. To request a waiver from the City Commission as to the items listed below: NOTE: a) To request a waiver from the noise ordinance during the required concrete pours for construction of the building. b) To request an extension of the hours to facilitate concrete pours for construction of the building. 1 To request and to apply for all lesser permits as may be required, to allow development and construction of this project as contemplated under this Major Use Special Permit Application as submitted and per plans on file subject to and including any changes or modifications as may be required as part of the Major Use Special Permit process to be included in a Resolution Approving the project. 2) A Certificate of Appropriateness for ground disturbing activities has been applied for and the conditions of same when issued included as part of the Resolution Approving the project. ONE BAYFRONT PLAZA 100 SOUTH BISCAYNE BOULEVARD CBD-CENTRAL BUSINESS DISTRICT COMMERCIAL APPLICATION FOR MAJOR USE SPECIAL PERMIT SUBJECT TO COMPLIANCE WITH ZONING ORDINANCE 11000 and THE CITY CODE, AS AMENDED, AND TO ALL APPLICABLE CRITERIA, CONSIDERATIONS AND/OR OTHER REGULATIONS. The proposed development "ONE BAYFRONT PLAZA" will be comprised of a Hotel Tower of 850 rooms and an Office Tower with approximately 2,125,000 square feet of floor area, both towers will have a common podium that include approximately 112,000 square feet of retail floor area at the first three levels, and 120,000 square feet of exhibition/banquet floor area. The taller of the two structures (the Office Tower) will have a maximum height of 1,037 feet 0 inches A.G.L. (1,049 feet 0 inches N.G.V.D.) at top of parapet. The proposed project will provided a total of 2,563 off-street parking spaces. Three (3) parking spaces are in excess of the required 2,560 parking spaces for the project, which may be utilized and maintained as valet parking Pursuant to Zoning Ordinance 11000, as amended, Supplement 14, the Zoning Ordinance of the City of Miami, Florida, the subject proposal for ONE BAYFRONT PLAZA at 100 South Biscayne Boulevard Miami, Florida, has been submitted and reviewed to allow an application for Major Use Special Permit, subject to all applicable criteria; MAJOR USE SPECIAL PERMIT, as per ARTICLE 17, Section 1701, Definition (2), to allow non-residential uses involving in excess of two hundred thousand (200,000) square feet of floor area; MAJOR USE SPECIAL PERMIT, as per ARTICLE 17, Section 1701, Definition (3), to allow a hotel involving in excess of three hundred fifty (350) rooms; MAJOR USE SPECIAL PERMIT, as per ARTICLE 17. Section 1701, Definition (7), for any single use or combination of uses requiring or proposing to provide in excess Of five hundred (500) off-street parking spaces; The Major Use Special Permit encompasses the following Special Permits and, requests: CLASS II SPECIAL PERMIT, as per ARTICLE 4, Section 401, Class II Special Permits, to allow erection of any new building in CBD district; CLASS II SPECIAL PERMIT, as per ARTICLE 4, Section 401, Class II Special Permits, to allow a waiver of the required five-foot setback on Lots which have less than two hundred (200) linear feet of frontage on a given street and where the location, size and nature of adjacent buildings would preclude future redevelopment with a consistent setback along at least one half (Y2) of the block; CLASS II SPECIAL. PERMIT, as per Article 15, Sect.1512 Off -Street Parking Guides & Standards, to allow reduction of required parking backup distance from 23'-0" to 22'-0". CLASS II SPECIAL PERMIT, as per Article 15, Sect.1512, Section 1512, Class II Special Permit required for waiver of design standard and guidelines to allow a waiver of City of Miami Parking Guides & Standards requirement of one (I) additional foot in stall dimension where the side of any stall abuts a wall, fence, building, or other physical obstruction, to allow the minimum stall width dimension of 8'-6" from face of any obstruction; CLASS II SPECIAL PERMIT, as per ARTICLE 9, Section 923, Sub -Section 923.2, Sub - Section 923.2.1. Reduction in stall dimensions by Class II Special Permit; criteria and limitations on reductions, to allow reduction of eight (8) 12'x35'x15' loading berth dimensions to eight (8) 10'x 25'x15' as follows; Required Proposed Four (4) 12 feet wide x 35 feet long x 15 feet high Five (5) 12 feetwide x 55 foot long x 15 feet high Three (3) 12 feet wide x 55 feet long x 15 feet high Eight (8) 10 feet wide x 25 foot long x 15 feet high CLASS II SPECIAL PERMIT, as per ARTICLE 9, Section 927. Temporary structures, occupancies, and uses during construction, criteria for special permits, to allow temporary structures, occupancies, and uses reasonably necessary for construction such as construction fence, covered walkway and if encroaching public property must be approved by other city departments; CLASS II SPECIAL PERMIT, as per ARTICLE 9, Section 917, Sub -Section 917.1.1, Parking maneuvers on public streets or sidewalks prohibited; backing into an alley by Class II Special Permit; exceptions, to allow maneuvering on public street (S.E. 1st Street) of three (3) loading trucks; CLASS I SPECIAL PERMIT, as per ARTICLE 9, Section 906, Sub -Section 906.9. Temporary special events; special permits; criteria, to allow temporary carnival, festival, fair or similar type event on privately owned or City -owned land such as a ground breaking ceremony; CLASS I SPECIAL PERMIT, as per ARTICLE 9, Section 916, Sub -Section 916.2.1. Temporary special event parking, to allow parking for temporary special event such as ground breaking ceremonies; CLASS I SPECIAL PERMIT, as per ARTICLE 9, Section 918, Sub -Section 918.2. Temporary off-street offsite parking for construction crews, criteria, to allow temporary off- street offsite parking, for construction crews working on a residential project under construction, within R-3 or more permissive zoning district; CLASS I SPECIAL PERMIT, as per ARTICLE 9, Section 920, Sub -Section 920.1.2. Limitations on occupancy of mobile homes, to allow parking of mobile homes, trailers or manufactured homes, when authorized for security or other purposes in connection with land development such as construction trailer(s) and other temporary construction offices such as watchman's quarters, leasing and sales centers; CLASS I SPECIAL PERMIT, as per ARTICLE 10, Section 10.5, Sub -Section 10.5.4.5, CBD-Central Business District Commercial, Temporary Signs (3) , to allow temporary development signs; REQUEST, for waiver of CHAPTER 36 NOISE, Section 36-6 Construction Equipment (a) permitting the operation of construction equipment exceeding the sound level'of a reading of 0:79 weighted average dBA at any time and/or day subject to the City Manager Exception pursuant to Section 36-6 (c) and all the applicable criteria; REQUEST for applicable MAJOR USE SPECIAL PERMIT, that the following conditions be required at the time of issuance of Shell Permit instead of at issuance of Foundation Permit: The requirement to record in the Public Records a Declaration of Covenants and/or Restrictions providing that the ownership, operation and maintenance of all common areas and facilities will be by the property owner and/or a mandatory property owner association; And the requirement to record in the Public Records a Unity of Title or a covenant in lieu of a Unity of Title. . Note: When more than one (1) special permit is required to address the same issue, the highest raking permit granted shall be considered sufficient. Criteria from all applicable special permits will be utilized in the review and approval of such permits. anny Zoning Development Supervisor Date B ONE BAYFRONT PLAZA MAJOR USE SPECIAL PERMIT Disclosure of Ownership of One Bayfront Plaza Warranty Deed Tax Bill Evidence of Payment DISCLOSURE OF OWNERSHIP 1. List the owner(s) of the subject property and percentage of ownership. Note: The Miami City Code requires disclosure of all parties having a financial interest, either direct or indirect, with respect to a presentation, request or petition. Accordingly, disclosure of shareholders of corporations, beneficiaries of trusts, and/or any other interested parties, together with their address(es) and proportionate interest are required. Please supply additional lists, if applicable. Owner's Name(es) Northwestern Capital Corporation Subject Property Address(es) 100 South Biscayne Boulevard, Suite 900 Miami, Florida 33131 Telephone Number 305-358-7710 E-mail Address thollo(cr�fecr.com " 2. Street address and legal description of any property owned by any and all parties listed in answer to question #1 located within 500 feet of the subject property. Please supply additional lists, if applicable. Street Address N/A Tibor Hollo, As Vice President,NCC Legal Description Owner(s) or Attorney Name Owner(s)orAttorney Signature STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing was acknowledged before me this .56 day of iY%L Gy 20 a , by I who is a(n) individual/partner/agent/corporation of WAS ✓h ^wt'e -/1CP1 a(n) individual/partnership/corporation. ,j(.She is personally known tp"rrie or who has produced as identification and who did (did n•t) take an oath. (Stamp), ,��. Yoanna Garcia . = Commission #DD40926 ; Expires: MAR. 21, 2009 ..`°`' WW/W.AARONNOTARY.com Rev. 09-20-06 7 Signature EXHIBIT "B" The 100% Shareholder of Northwestern Capital Corporation is: Northwestern Holding Corporation, a Florida Corporation 100 South Biscayne Boulevard # 900 Miami, Florida 33131 The 100% Shareholder of Northwestern Holding Corporation is: One Bayfront Plaza LLC, A Limited Liability Corporation 100 South Biscayne Boulevard # 900 Miami, Florida 33131 The Managing Member of One Bayfront Plaza LLC is: Tibor Hollo (100%) Wayne Hollo (0%) Jerome Hollo (0%) 100 South Biscayne Boulevard # 900 Miami, Florida 33131 I983DEC 29 AN 9'29 8 9 R 4 7 3 1 74 PERSONAL.REPRESENTATIVES' DEED elF. 143TTMZ2 i 8 f4EC. THIS INDENTURE, made and entered into this /0 day of December, 1989, between Allan H. Goldman and.Jane H. Goldman, as PERSONAL REPRESENTATIVES OF THE ESTATE OF SOL GOLDMAN, Deceased parties of the first part and Northwestern Capital Corporation, a Florida Corporation, party of the second part, with offices at 444 Brickeli Avenue, Miami,Florida 33131. WITNESSETH, that the said parties of the first part, for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable considerationto theminhand paid by the party of the second part, receipt whereof is hereby acknowledged, have granted, bargained and sold to the said party of the second pact, its assigns forever, all of parties of the first part's interest in that certain parcel of land.lying and'being in Dade County, Florida, more par- ticularly described as follows, to wit: That part of Block 127N of "Plat of Block 127N and Portion of 120N", according to the Plat thereof, as recorded in Plat Book 25 at Page 75, of the Public Records of Dade County, Florida, bounded on the West by Southeast 3rd Avenue, bounded on the South by Southeast 2nd Street, on the East by Biscayne Boulevard, and on the North by 'Southeast 1st Street. of the Public Records of Dade County, Florida. SUBJECT TO: Covenants, conditions; restrictions,.reservations, limitations, easements and other matters of record, rights of. tenants of premises and taxes for the year 1989 and subsequent:years. TO HAVE AND TO HOLD the same and all the estate, right, title or interest whatsoever of parties .of the first part either in Law or in equity unto the said party of the second part, its assigns forever. IN WITNESS WHEREOF, parties of the first part have signed these resents and affixed their seals the day and year first hereinabove Gr.itten. Signed, sealed'and delivered In the presence of: \NLAAk(Ar„. w.tness Witness kAtk,tc.CS, Witness Witness Documentary Stamps Collected $ //°, ova' $ 9-420U4 .SURTAX Doc. Stamps Collected Class "C" fntangibla Tax Collected $ Ri Par P. Brinker, • Clerk, Dade Coun Fla. 13yC+Cwte? ADC Allan H. Goldman, as Personal Representative of the Estate of Sol Goldman, Deceased. Jane H. Goldman, as Personal Representative of the Estate of Sol Goldman, Deceased. Al. :eLa e,,,, t4ETW N TO triCOR TITLE INSURANCE COMA 7255 N.W.19 St., Suite A Miami, Florida 33126 STATE OF NEW YORK ' ) COUNTY OF NEW YORK �FF.14377PG22 i 9 NkC. SS: The foregoing instrument was acknowledged before me this of December, 1989, by Allan H. Goldman, as Personal Representative of the Estate of Sol Goldman, Deceased. Notary Public My Commission Expires: MIN GQRIN MAMY PUOK State 0 Mm Ycrh STATE OF NEW YORK ) tlo, 30.0001p25 Qualified in Nassau Couity S S : Commission Expires July 31,1930 COUNTY OF NEW YORK ) ) The foregoing instrument was acknowledged before me this VA of December, 1.989, by Jane H. Goldman, as Personal Representatives of the Estate of Sol Goldman, Deceased. NOTARY PUBLIC SSllaatteoi Na)r Ywh Qualified 30Nassau Cows), Commission Expires July 31, 19S13 aECOauts) m omchu. aassu C$A Of DADE COUNTY, noalmA. RECORD VERIFIED RICWUID P. Aatnn t) CLERK CIRCUIT COURT -2- 01-0112-000-2060 'A Miami -Dade County, Florida ifl�P iTfbR l� k 1 ${ bill'1 &1R.C Ilxte .1,A r + e 4 s NOTICE OF AD VALOREIV TAXES AND NON —AD VALOREM ASSESSMENTS € E, IE f f S Il .1 >s �s tl„ 1 P�'1 z O R T A N' 1 i�tP F O �� nr A >I' 8 O c� 1386:.8 -- - - - - l ,' e o P' •�'3�.Y �it Sc�.711 �:k �7 �E Pit "' n:�ti����iLi4�}; G _ c �t u. �:Y uh. .d4..�.. w�✓,4�S,t 0101 .__.�_ miEMECTSt affirm p!3�P y r 5. NORTHWESTERN. Cp4PITAL CORPORATION 359 SE 100 S I3ISCAYNE .Ell:\/Il Mil�.M1 a 33131 School Board School Board Debt Service Florida -Inland Navigation Dist South Florida Water Mgrnt District Everglades Construction Project Childrens Trust Authority County Wide Operating County Wide Debt Service Library District Miami Operating Miami Debt Service Miami Miscellaneous .y Of v iami Fire „lay+ IA06 EAl , MINE litaI1Bl�'gt'�1�t IPt 01-01 12-000-2060 FOLIO NUMBER 3.5:a5E Ss 'ROPERTY ADDRESS it 7.69100 0.41400 0.03850 0.59700 0.10000 0.42230 5.61500 0.28500 0.48600 8.37450 0.62100 0.50000 5,330.0000 pat/ 42,000,000 NAM j 42,000,000 42,000,000 42,000,000 42,000,000 42,000,000 42,000,000 42,000,000. 42,000,000 42,000,000 42,000,000 42,000,000 42,000,000 T RETAIN FOR YOUR RECOI.DS 4 1.00 323,022.00 17,388.00 1,617.00 25,074.00 4,200.00 17,736.60 235,830.00 11,970.00 20,412.00 351,729.00 26,082.00 21,000.00 5,330.00 4i0Lk'�s4 ai Combined taxes and assessmen$1,0611,390.60 Fomxemsniogmca:1a4+Rvicae. AysrAooxnm npao- mwitUlnenAtv.M..R JE p a i by Nodember, 30, 20p6$1,0.14,934.9Fi, If'paicl byDeremlier 31, 2006$1,02.9,548.88 If paid by'1anuary 3l; 20Q41, J40,162:79 If paid by t ebruary 28, 2907.$ I,0 6,776.69 If paid by'March 31; 2001$1;061,390.60 S DETACH HERE AND RETURN IBIS PORTIOP. 11111411 YOUR PAYMENT 1 LEGAL. DESCRIPTION MIAMI NORTH PB 25-75 BLK127NLYGEOFSE3AVE LOT SIZE 98273 SC1 FT 1JORT1-HWESTERN CAPITAL CORPORATION S BPSCAYNE BLVD ...MI FL 33131 IIIIEN�11I1� II 11I1i11111111RI11�1111111 *ocucl2aon2oao* Make checks payable to: M9r;15:'ifif•°t lade Tuu Cutfie tow (in 0.5. funds drn min on U.S. banks) Please use envelope provided or ;nail to 140 VI Hagler Street Miami, Ft. 33130-1575 138628 ° ,Jtl tW 4.WE Amount if paid b 11➢�!lEMIf8 f 30, 2000u $ 1,018,934.98 MtVaLikaatracG{;¢:9).Lr3WItAtixstwsnr00a 4c.astacu',Aar;:uca,'t,w Amount if paid by DECEdV1P;;ER 311, 2006 $ 1,029,548.88 taiVAif?1,5111,11SCFP,a1i'.•Ci IZARMaiaTMOZZkitnTrAVIIMt'C"'AMZ.40,t1, Amount if paid by XANI,JARIT : 11, 2007 $ 1,040,162.79 l'ATMTff.r„srr1Mir4 W aZZI: W.14 sracm1a1111MA V ^Tra YR!,_..•s,,.;-:.�, . Amount if paid by FEB11 W1lR Y 28, 31911, $ 1,0 0,776,6'9 Amount if paid by t;'lf^.. C111134n 21 17 1,�16 i , 90.669 JI 6003B 01,011,200020600 0106139060 00000C=00 0000000 0000000 00000 5 Miami -Dade County. Real Estate Tax Information Page 1 of 1 Show Me: Property Taxes Search By: Select Item Detail Tax Information: Real Estate Tax Info 2006 Taxes Prior Years Taxes Due 2006 Ad Valorem 2006 Non -Ad Valorem 2006 Back Assessments 2006 Enterprise Folio 2006 Historical Abatements 2007 Quarterly Payments 2006 Tax Notice/Memorandum © 2002 Miami -Dade County. All rights reserved. 2006 Taxes Tax Today's Date: 03/28/2007 Last Update: 03/26/2007 Year: 2006 Folio Number: 01 01120002060 M IAM I Owner's Name: NORTHWESTERN CAPITAL CORPORATION Property Address: 350 SE 1 ST Total Value : 40525905 Millage Code: 0101 Exemptions : None Gross Total Taxes: Ad Valorem Non Advalorem Total Gross: 1018995.52 5330.00 1024325.52 2006 Taxes are in paid status. Payments Applied To 2006 Taxes: Date Applied Register/Receipt Amount Paid 11/29/2006 6006/0000760A 983352.50 Amounts due are subject to change without notice. Contact Information E-Mail: proptax@ miamidade.gov (305) 270-4916 Downtown Office: 140 W Flagler St., Room 101 Miami, FL 33130 South Miami -Dade Office: 10710 SW 211 St, Room 104 Miami, FL 33189 Office Hours: Mon - Fri 8:00 am - 5:00 pm Related Links: Tax Collector Property Appraiser Florida State Dept of Revenue i Property Tax Home I Real Estate Tax Info 12006 Taxes I Prior Years 12006 Non -Ad Valorem 2006 Back Assessments 12006 Enterprise Folio 12006 Historical Abatements 12007 Quarterly Payments I 2006 Tax Notice/Memorandum Miami -Dade Home I Using Our Site I About I Phone Directory I Privacy I Disclaimer E-mail your comments, questions and suggestions to Webmaster http://egvsys. miamidade.gov:1608/wwwserv/ggvt/txcaw02. dia?foli o=0 101 120002060 3/28/2007 c ONE BAYFRONT PLAZA MAJOR USE SPECIAL PERMIT Affidavit of Authority To Act Articles of Incorporation Certificate Of Good Standing Written Consent of Directors In Lieu of Special Meeting AFFIDAVIT OF AUTHORITY TO AC` Before me, the undersigned, this day personally appeared T ► b oc (-(-o ((o , who being by me first deposes and says: 1. That he/she is the owner, or the legal representative of the owner, submitting the accompanying application for a public hearing as required by the Code of the City of Miami, Florida, affecting the real property located in the City of Miami, as described and listed on the foregoing pages of this affidavit and made a part thereof. 2. That all owners who he/she represents, if any, have given his/her full and complete permission for him/her to act in his/her behalf for the change or modification of a classification or regulation of zoning as set out in the foregoing petition, 0 including or 0 not including responses to day to day staff inquires. 3. That the foregoing pages are 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 Affiant sayeth not. —r;boc \-10(to Applicant(s) Name STATE OF FLORIDA COUNTY OF MIAMI-DADE Applicant(s) Signature The foregoing was acknowledged before me this 20 07 , by who is a(n) individual/partner/agent/corporation of a(n) individual/partnership/corporation. &/She is ersorially known to me or who has produced as identification and who did (did no take an oath. (Stamp)Y"f,'�.,, Yoarma.. Garcia • ' Comission tDI)4O9260 po.. t)cAk., .:$?•' ,s� F.xpiree; KU 21, 2009 ",,, ;i„owww.AAROh No fARY.com Signatur NAME: ARTICLES OF INCORPORATION OF NORTHWESTERN CAPITAL CORPORATION ARTICLE I. The name of this corporation is: NORTHWESTERN CAPITAL CORPORATION• .(hereinafter, referred to as.the "CORPORATION"). ARTICLE II. t7URATON: This Corporation is to have perpetual exist- ence . IURPO E: purposes: ARTICLE III. This Corporation is organized for the following 1. Ty purchase, lease, or otherwise own, improved or un- improved real) property; to erect, construct, maintain, improve, rebuild and +large, alter, manage and control directly, and/or rough the ownership of stock in any corporation, any and all kinds _ buildings, houses, hotels, stores, offices, wharves, piers, and any and atll other structures which may at any time be necessary( useful. oradvaptageous for the purposes of the Corporation. 2. Directly, and/or through ownership of stock in any corporation, tb purchase, lease, hire or otherwise acquire; to hold, own, exchange, maintain, improve, alter, lease, sell, convey or otherwise dispose of real estate,. either improved or unimproved, and any. interest r'right therein, in or out of this state and in any other playe o places in the several states and territories of the United States, the District of Columbia, colonial possessions or territorial ac uisitions of the United States and in foreign coun- tries as shall be found necessary and convenient from time to time for the lawful purposes of the Corporation. 3. T borrow money and contract debts when necessary for the transac:tio of its business or for the exercise of its corporate rights, privileges or franchises, or for any other lawful purpose of its incorporation; to issue bonds, promissory notes, bills of ex- change, debentures and other obligations and evidences of indebted- ness payable alt a specified time or times or payable upon the happe- ning of a. spe ified event or events, whether acquired by mortgage, pledge or• oth rwise or unsecured, for money borrowed or in payment for property p rchased or acquired, or any other lawful objects. 4. '4) guarantee, purchase, hold, sell;\,tassign, transfer, mortgage,; pie ge or otherwise dispose of the hares of the capital stock of: or any bonds, securities or evid nee of indebtedness created by an. other corporation or corporatio s of this state, or any other'. stale government, and while owne exercise all the rights, powers and privileges o .ng the right to vote thereon. purchase, hold, sell and transfer of such stock, to ownership, inciud- shares of its ova 'i SWAT&S-12t ;3 . capital stock, subject, however, to such limitations as may be pro- vided by law and provided further that shards of its own capital ^took owned by the Corporation shall not be voted upon directly or :idirectly, notcounted as outstanding for the purpose of any stock- nolderS' quorum or -vote. 6. To purchase or .otherwise acquire, directly, and/or through ownership of stock in any Corporation, all or any part of the business, goodwill, rights, property and assets or of any indi- vidual, and to pay for the same in cash, with the stock of this Corporation, bonds, or otherwise, and to hold or in any manner dis- pose of the whole, or any part of the property so purchased, or to conduct iri any; lawful manner the whole or any' part of the . business so acquirdd, provided that such business. is within the authorization of the said Acts of the Legislature of the State of Florida, 1925, and any acts.amendatory thereto, and to exercise all the powers necessary or convenient in or about the conducting and management of such busirless.1 . TJ) enter into general partnerships, limited partner- ships (whether the Corporation be a limited or general partner), joint ventures, syndicates, pools, associations and other arrange- ments for:carrying on one or more of the purposes set forth herein, jointly or in common with others, so long as the Corporation would have the power to do so alone. WLthout in any manner limiting any of the objects and powers of the Corporation,. it is expressly declared and provided that the Corporation is hereby empowered to transact any and all lawful business for which corporations may be incorporated and con- ferred byl thellaws of Florida upon corporations formed under the appropriate Fiida Statutes. 1r ARTICLE IV.. CAPITAL STOCK: This corporation :is to issue 500 (FIVE HUNDRED) sharer of $1.00 par value common stock, all of one class. ARTICLE V. PRE-E$IPTIVE RIGHTS: No holder of stock in this Corpora- tion shall have any pre-emptive or preferential right to purchase or subscribeifor any shares of stock of this Corporation, other than such, if iany as the Board of Directors with the approval of the holders of 51% (FIFTY-ONE PERCENT) of all of' the outstanding shares of common stok may from time to time be determined and at such prices as thd Board of Directors, pursuant to like approval of holders of the 51% (FIFTY-ONE PERCENT) of all of the outstanding shares of'common stock, may from time to time fix. ARTICLE VI. INITIAL REGISTERED OFFICE AND AGENT: The street address of the initial Oincipal and registered office of this Corporation is: Court.House Center, Suite 2000, 175 N.W. First Avenue, Miami, Florida 33128; and the name of the initial registered agent of this Corporation at that address is: - 2 - TSO/ATB9-12113 8 & C CORPORATE SERVICES, INC. Suite 2000 Coutt.tuse Center 175 N. I. First Avenue Miami, Florida 3312a ACKNOWLEDGMENT AND CONSENT OF REGISTERED AGENT Bavinj been named Initial Registered Agent to accept ser- vice of pEroce?s on the. Corporation at the initial Principal and Registered Office designated in these Articles of Incorporation, I hereby accept such status and consent to act in this capacity and agree to comply with all of the requirements of law pertaining thereto. , B & C CORPOR4TE SERVICES, I By: JAMES, . cASSII Y ice President ARTICLE VII. lNITLJJ BOARD OF DIRECTORS: This Corporation shall have ONE Director ilnitially. The number of Directors may be either in- creased or diminished from time to time by the By -Laws, but shall never be 1jessthan ONE . The name and address of the initial Direc- tor of this CoFporation is: MARWIN S. CASSEL Court.House Center Suite 2000 175 N. W. First Avenue Miami, Florida 33128 ARTICLE VIII. INCORPORATOR: The name and address of the person signing these Articles is: MARWIN S. CASSEL. Court.House Center Suite 2000 175 N.W. First Avenue Miami, Florida 33128 . • ART.IC'LE IX. BY-LAWS: The power to adopt, alter, amend or repeal By - Laws shall be ivested in the Board of Directors.and the shareholders. ARTICLE X. SHAREHOLDER QUORUM AND VOTING: FIFTY-ONE PERCENT (51%) of the shares • entitled to vote, represented in person or by proxy,. shall constitute a quorum at a meeting of shareholders. - 3 - TSl3/P. r -1203 IN WITNESS WHEREOF, the undersigned subscriber has executed these Articles. of Incorporation this 20th day of September, 1989. Marwin S.Casse1, Subscriber STATE OP FLORIDA ) 1 )SS: COUNTY OF DADE ) BEFORE ME, a Notary Public authorized .to take acknowledg- ments in Ghe Sitate and County set forth above, personally appeared MARWIN S.:CASSEL, known to me and known by me to be the person who executed Uhe oregoing Articles of Incorporation; and he acknow- ledged befbre Me that he executed those Articles of Incorporation.. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official se411 in the State and County aforesaid this 8th day of December, 1989. Th 1OTY PUBLIC, STATE OF FLORIDA AT LARGE. My commission expires: NOTARY PU8L1C STATE O ttoRlnn }W COIdOBRIor! EE" JUdf 16,144i RO:';DED THHU GENERAL 1Ki:, 4fl - 5 - TSB/.AT89-1283 2006 FOR PROFIT CORPORATION ANNUAL REPORT DOCUMENT # L35182 Entity Name -i-, - %,', s, ` :;t•`t JORTHWESTERNI CAPITAL CORPORATION ; Sri = Principal Place of Business lvlailfng Address ONE BAYFRONT PLAZA; SUITE 1100 ONE BAYFRONT PLAZA; SUITE 1100 100 SOUTH BISCAYNE BOULEVARD 100 SOUTH BISCAYNE BOULEVARD MIAMI, FL 33131 US MIAMI, FL 33131 US 02152006 1111111111111111111111111111 No Chg-P CR2E034 (11/05) II • DO NOT WRITE IN THIS SPACE 4. FEINumber lAppliedFor 65-0'165492 Not Applicable 5. Certificate of Status Desired ❑ $8,75 Additional Fee Required 6. Name and Address of Current Registered Agent HOLLO, IEROME 100 S BISCAYNE BLVD 1100 201 SO, FL 3UTH BOULEVARD MIAMI8. D® NOT WRITE IN THIS SPACE The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. I am familiar with, and accept the obligations of registered agent. • SIGNATURE Signature. typed or printed name of registered agent and Mlle ll applicable. (NOTE: Registered Agent signature req.rired when reinstating) DATE FILE NO11Ul11 FEE IS 5150.00 After May 1, 2006 Fee will be $550..00 9. Election Campaign Financing $5.00 May Be Trust Fund Contribution. ❑ Added to Fees 10. OFFICERS AND DIRECTORS TITLE NAME STREET ADDRESS CITY-STT-ZIP VDS BAER, STEVE 100 S. BISCAYNE BLVD. MIAMI, FL TITLE NAME STItEETADDRESS CITY-ST=ZIP PD HOLLO, WAYNE R. 100 S. BISCAYNE BLVD. MIAMI, FL TITLE NAME STREET ADDRESS CITY-ST-ZIP VD HOLLO, TIBOR 100 SO BISCAYNE BLVD MIAMI, FL ®® NOT WRITE ``'' 1IY1 I�IE TITLE NAME STREET ADDRESS CITY -ET -ZIP VP HULLO, JEROME 100 S. BISCAYNE MIAMI, FL 33131 THIS SPACE IN THIS SPACE TITLE NAME STREET ADDRESS CITY•ST-ZIP T KATZ, LEONARD 100 S. BISCAYNE BLVD MIAMI, FL 33131 TITLE NAME STREET ADDRESS CITY-ST-ZIP I 42. I hereby certify that.the information supp�dwfth indicated on this report or supptementa corporationtr 7o on an attachment receiver changed,fthe wior SIGNATURE: report is ddrempowered this filing d.s nl• true and ac ura to e ill othr ecuet • • I=lily for the exemptions contained in Chapter 119, Florida Statutes. I further certify that the information o that my signature shall have the same legal effect as if made under oath; that I am an officer or director is iss requirecl by Chapter 507, Florida Statutes; and that my name appears In Block 10 or Block 11 if remil.- % SIGNATURE A TY E OR PRINTED NAM • OF SIt iING . FFICEJy. R DIRECTOR Dale Daytime Phone Ir State of Florida Department of State I certify from the records of this office that NORTHWESTERN CAPITAL CORPORATION is a corporation organized under the laws of the State of Florida, filed on December 11, 1989. The document number of this corporation is L35182. I further certify that said corporation has paid all fees due this office through December 31, 2007, that its most recent annual report was filed on March 6, 2007, and its status is active. I further certify that said corporation has not filed Articles of Dissolution. Given under my hand and the Great Seal of Florida, at Tallahassee, the Capital, this the Twelfth day of March, 2007 Secretary of State Authentication ID: 400092240784-031207-L35182 To authenticate this certificate,visit the following site, enter this ID, and then follow the instructions displayed. www.sunbiz.org/auth.html WRITTEN CONSENT OF THE DIRECTORS IN LIEU OF A SPECIAL, MEETING OF THE MEMBERS OF NORTHWESTERN CAPITAL CORPORATION The undersigned, being all of the members of Northwestern Capital Corporation, a Florida Corporation (the "Corporation"), hereby take and adopt the following actions by written consent in lieu of a special meeting: RESOLVED that Tibor Hollo is hereby authorized and directed to execute, acknowledge and deliver, on behalf of the Corporation, and all applications agreement and covenants relating to the development of the real property known as One Bayfront Plaza located in Miami, Florida ("Property") and legally described as: That part of block 127N of "Plat of block 127N and portion of 120N", according to the Plat thereof, as recorded in Plat book 25, page 75 of the Public Records of Miami -Dade County, Florida. Bounded on the west by southeast 3rd Avenue, bounded on the south by southeast 2nd street, on the east by Biscayne Boulevard and on the north by southeast 1st street. Including, but not limited to, Major Use Special Permit Applications, zoning applications, plat applications, building permit and all related applications; declarations of restrictions and declarations of restrictions and covenants, unitir s of ti and site plan applications. Dated: March 13, 2007 Dated: March 13, 2007 Dated: March 13, 2007 Dated: March 13, 2007 Dated: March 13, 2007 Tibor Hollo, Vice President Wa Jro ident Leond1lfC�atz, Treasurer Steve Baer, Vice President Director Secretary Owner: Developer: Architect: ONE EIAYFR.ONT PLAZA MAJOR USE SPECIAL PERMIT DIRECTORY OF PROJECT PRINCIPALS Northwestern Capital Corporation 100 South Biscayne Boulevard, Suite 900 Miami, Florida 33131 Telephone: (305) 358-7710 Fax: (305) 358-1619 Mr. Tibor Hollo Florida East Coast Realty, Inc. 100 South Biscayne Boulevard, Suite 900 Miami, Florida 33131 Telephone: (305) 358-7710 Fax: (305) 358-1619 Mr. Philip Dahan, Senior Vice President Terra Architecture, Inc. 232 Andalusia Avenue, Suite 230 Coral Gables, Florida 33134 Telephone: (305) 975-2123 Fax: (786) 513-2865 Ignacio Permuy, AIA, Principal in Charge Site Utility Study: Kimley-Horn and Associates, inc. 1691 Michigan Avenue, Suite 400 Miami Beach, FL 33139 (305) 673-2025 Phone (305) 673-4882 Fax Walter Lugo, Project Manager Landscape Architect: A.M.P. Art and Design Corporation 3503 Torremolinos Ave. Miami, FL 33178 (305) 717-3107 Phone (305) 445-9488 Fax Ana Maria Pages, FASLA, Principal Economist: Surveyor: Traffic Study: Legal: Sharpton, Brunson & Company, P.A. One Southeast Third Avenue, Suite 2100 Miami, Florida 33131 Telephone: (305) 374-1574 Fax: (305) 372 8161 Tom Schlosser CPA Accurate Construction Survey Corp. 3203 Mary Street, #2 Miami, FL 33133 Telephone: (305) 447-6907 Fax: (305) 447-9660 Dean Warhaft, Professional Land Surveyor Kimley-Horn and Associates, Inc.I 5100 NW 33rd Avenue, Suite 157 Fort Lauderdale, Florida 33309 Telephone: (954) 739-2233 Fax: (954) 739-2247 John J. McWilliams, P.E Bilzin Sumberg Dunn Price & Axelrod, L.LP 2500 First Union Financial Center Miami, Florida 33131 Telephone: (305) 350-2409 Fax: (305) 374-7593 Vicky Garcia -Toledo, Esq. Florida Real Estate Decisions, Inc. January 12, 2007 City of Miami Hearing Boards Division Planning, Building and Zoning Division 444 SW 2nd Avenue, 7th Floor Miami, Florida 33130 Re: Property Owners List Within 500 feet of: MIAMI NORTH PB 25-75 BLK 127N LYG E OF SE 3 AVE 350 SE 1 ST 16375 N.E. 18"' Avenue Suite 300 Miami, FI. 33162 (305) 757-6884 1500 West Cypress Creek Rd. Suite 409 Ft. Lauderdale, FI. 33309 (954) 761-9003 12765 W. Forest Hill Blvd Suite 1314 Wellington, FI. 33414 (561) 798-4423 WWW.FREDIFL.COM This is to certify that the attached ownership list, map and mailing labels are a complete and accurate representation of the real estate property and property owners within 500 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, 11QtortA4, Maureen E. Hudson MEH/ms cc: Ms. Patricia Marcucci FLORIDA EAST COAST REALTY, INC. 100 South Biscayne Blvd, Suite 900 Miami, Florida 33131 *Number of Labels: 44 0101000000520 401 BISCAYNE BLVD MIAMI NORTH PB B-41 :R E OF BLVD BET THE S/L NE 6 ST PROD ELY & SLY/L SE 2 ST PROD ELY WITH RIP-RTS BAY -FRONT PARK & CITY YACHT BASIN PART 2 OF ASSESSMENT LESS LEASEHOLD TO RESTAURANT ASSOCIATES IND INC & LESS THAT PORT DESIGNATED AS TR B MIA HARBOR BAYFRONT PARK PROJ DEEDED TO USA PER 0101110801040 244 1 ST NE MIAMI NORTH PB B-41 LOTS 5 THRU 10 AND 16 BLK 118 LOT SIZE 51941 SQ FT 0101110801110 219 FLAGLER ST E MIAMI NORTH PB B-41 LOT 13 BLK 118 LOT SIZE 50.000 X 140 0101110801120 231 FLAGLER ST E 9IAMI NORTH PB B-41 LOT 14 & 15 BLK 118 LOT SIZE 100.000 X 140 0101110801140 251 FLAGLER ST E MIAMI NORTH PB B-41 LOTS 1 & 4 & 17 THRU 20 BLK 118 LOT SIZE 43000 SQ FT 0101110901010 50 BISCAYNE BLVD MIAMI NORTH PB B-41 LOTS 1 & 2 & LOTS 4 THRU 7 BLK 119 LOT SIZE 46833 SQ FT 0101120001010 230 FLAGLER ST E MIAMI NORTH PB B-41 N110FT OF E17OFT OF W372FT BLK 120 LOT SIZE 170.000 X 110 CITY OF MIAMI DEPT OF P & D ASSET MANAGEMENT DIVISION 444 SW 2ND AVE STE 325 MIAMI, FL 33130-1910 FLAGLER 251 INC 255 E FLAGLER ST STE 3 MIAMI, FL 33131-1300 21 INVESTMENTS LLC 130 E FLAGLER ST MIAMI, FL 33131-1130 ANGELO GUGLIOTTA PO BOX 330788 MIAMI, FL 33233-0788 FLAGLER 251 INC 255 E FLAGLER ST STE 3 MIAMI, FL 33131-1300 COLUMBUS DEV LLC 2500 WINDY RIDGE PKWY SE STE 1600 ATLANTA, GA 30339-5683 FIRST PRESBYTERIAN CHURCH NATAN R ROK AS TR PO BOX 113240 MIAMI, FL 33111-3240 Florida Real Estate Decisions, Inc. Page 1 of 5 0101120001020 235 1 ST SE IIAMI NORTH PB B-41 S119.96FT OF E17OFT OF W372 BLK 120 LOT SIZE 170.000 X 120 0101120001030 200 FLAGLER ST E MIAMI NORTH PB B-41 BEG AT NW COR OF BLK 120 E152FT S6OFT W152FT N6OFT TO POB LOT SIZE 152 X 60 0101120001040 2 BISCAYNE BLVD S MIAMI NORTH PB B-41 BEG 202FTE OF SE 3RD AVE ON N/L BLK 120 S137FT E10.78FT S93FT E189.80FT NWLY ALG BLVD & W ON FLAGLER ST TO POB LOT SIZE 40236.75 SQ FT 0101120002010 25 2 AVE SE MIAMI NORTH PB 25-75 1EG SW COR BLK 120N TH N169.91FT E152FT S31FT E3.1FT S55.05FT E26.9FT S11.53FT W31.75FT S72.25FT W150.25FT TO POB LOT SIZE 26343 SQFT 0101120002011 223 1 ST SE MIAMI NORTH PB 25-75 PORT OF BLK 120N BEG 182FT E OF SW COR N72.25FT W31.75FT S72.25FT E31.75FT TO POB LOT SIZE 2294 SQ FT 0101120002012 226 FLAGLER ST E MIAMI NORTH PB 25-75 PORT OF BLK 120N- BEG 182FTE & 83.78FTN OF SW COR CONT N146.15FT W3OFT S91.10FT E3.1FT S55.05FT E26.9FT TO POB LOT SIZE IRREGULAR SCALLOPS USA INC 245 SE 1ST ST MIAMI, FL 33131-1908 HABITAT DEVELOPMENT CORPORATION 200 E FLAGLER ST MIAMI, FL 33131-1302 THE TRUSTEES OF L & B % MARVIN F POER % CO 351 S CYPRESS RD STE 404 POMPANO BEACH, FL 33060-7172 INGRAHAM BUILDING LLC 1940 FILLMORE ST SAN FRANCISCO, CA 94115-2745 NOUHAD A ATALLAH 10 BLACKFRIAR AVE STE 2109 TORONTO CA M9R 3S4, 226 E FLAGLER CORP 226 E FLAGLER ST MIAMI, FL 33131-1326 Florida Real Estate Decisions, Inc. Page 2 of 5 0101120002020 150 3 AVE SE IIAMI NORTH PB 25-75 E125FT OF THAT PART OF BLK 127N LYINGIW OF SE 3 AVE LOT SIZE IRREGULAR 0101120002030 225 2 ST SE MIAMI NORTH PB 25-75 THAT PART OF BLK 127 N LYING W OF SE 3 AVE LESS N102.5FT OF W135 FT & LESS E125FT LOT SIZE IRREGULAR 0101120002040 200 1 ST SE MIAMI NORTH PB 25-75 BEG NW COR BLK 127 E135FT S102.5 FT W5OFT N4OFT W85FT N62.5FT TO POB LOT SIZE IRREGULAR 0101120002050 115 2 AVE SE MIAMI NORTH PB 25-75 340FT OF N102.5FT OF W85FT BLK 127N LOT SIZE 40.000 X 85 0101120003001 1 3 AVE SE 1.078 AC M/L CHARTER ONE SUBDIVISION TRACT A PB 87-26 LOT SIZE IRREGULAR 0101120601020 120 2 AVE SE MIAMI NORTH PB B-41 S55FT OF LOTS 1 2 3 & LOTS 18 19 20 BLK 126 LOT SIZE 180.000 X 140 L A MIAMI LLC (FEE) % DEAN ADLER 435 DEVON PARK DR BLDG 500 WAYNE, PA 19087-1939 37TH AVENUE PROPERTY LLC 823 UNIVERSITY BLVD APT 204 JUPITER, FL 33458-3066 OCEAN BLUE FEE OWNER LLC 200 SE 1ST ST MIAMI, FL 33131-1907 OCEAN BLUE FEE OWNER LLC 200 SE 1ST ST MIAMI, FL 33131-1907 WALTON STIC INVESTORS II LLC % BERT LEE MK REAL ESTATE GROUP 1 SE 3RD AVE STE 2220 MIAMI, FL 33131-1705 150 AMERICAS CENTER LLC 150 SE 2ND AVE STE 1301 MIAMI, FL 33131-1580 Florida Real Estate Decisions, Inc. Page 3 of 5 0101140301010 300 BISCAYNE BLVD WAY )UPONT PLAZA PB 50-11 TRACTS A-B & C BLK 1 & LESS BEG 24.99FTE OF X OF SE 2 AVE & SE 4 ST TH S23.99FT E6.08FT N40.34FT SWLY SELY A/D 17.81FT TO POB & LESS BEG 114.07FTS & 1.08FTE OF X OF SE 2 AVE & SE 4 ST TH E2.50FT 52.50FT W2.50FT N2.50FT TO POB & LESS BEG 114.07FTS & 9.08FTE OF X OF SE 2 0101140301050 355 2 AVE SE DUPONT PLAZA PB 50-11 LOTS 1 THRU 8 BLK 2 LOT SIZE 76192 SQ FT 0101140301130 300 3 ST SE DUPONT PLAZA PB 50-11 LOTS 1 THRU 4 & LOTS 11 THRU 14 OF LOTS 4 & 11 BLK 3 LOT SIZE 57085 SQFT LESS E5FT )101140301150 300 BISCAYNE BLVD S DUPOINT PLAZA PB 50-11 LOTS 5 THRU 10 & ESFT OF LOTS 4 & 11 LOT SIZE 50794 SQ FT 0101140301270 200 2 ST SE DUPONT PLAZA PB 50-11 LOTS 1 THRU 8 BLK 4 LOT SIZE 76322 SQ FT 0101140301350 200 BISCAYNE BLVD S DUPONT PLAZA PB 50-11 ALL OF BLK 5 LOT SIZE 107158 SQ FT BLK D P PROPERTY HOLDING LLC 2901 COLLINS AVE MIAMI BEACH, FL 33140-4104 P & G TRACT C DEV LTD C/O MIAMI DADELAND MARIOTT 9090 S DADELAND BLVD MIAMI, FL 33156-7820 MDM RETAIL LTD C/O DADELAND MARRIOTT HOTEL 9090 S DADELAND BLVD MIAMI, FL 33156-7820 MDM RETAIL LTD C/O DADELAND MARRIOT HOTEL 9090 S DADELAND BLVD 3 MIAMI, FL 33156-7820 P & G DEVELOPMENT LTD % MIAMI DADELAND MARRIOTT HOTEL 9090 S DADELAND BLVD MIAMI, FL 33156-7820 SRI MIAMI VENTURE LP 200 S BISCAYNE BLVD STE 350 MIAMI, FL 33131-2332 Florida Real Estate Decisions, Inc. Page 4 of 5 0141370200010 200 2 AVE SE TALL BELCHER TRACT PB 102-30 TR-A LESS BEG SW COR TR-A TM E32.49FT NELY88.78FT N 8 DEG E4.67FT NWLY6.50FT SWLY4.82FT NWLY21.81FT S5.19FT W34.50FT N10.61FT NWLY10.58FT W18.96FT N4 FT W26.91FT S36.61FT TO POB LOT SIZE 51412 SQ FT 0142060600010 400 BISCAYNE BLVD WY ONE MIAMI PARCEL A PB T-20401 TR A LESS DESC PER OR 24030-4560 K/A ONE MIAMI EAST CONDO N/A/U 01-4206-065 & LESS DESC OR 24030-4689 AKA ONE MIAMI WEST MIAMI CONVENTION HOTEL CORP % AVR REALTY COMPANY 1 EXECUTIVE BLVD YONKERS, NY 10701-6822 TRG-OMP LTD C/0 THE RELATED GROUP OF FLORIDA 155-80 2828 CORAL WAY PENTHOUSE STE MIAMI, FL 33145-3214 Florida Real Estate Decisions, Inc. Page 5 of 5 C®avmOMINIT.31vIS CONDOMINIUM LEGAL DESCRIPTION AND LOCATION Property Information Map 0 170 ft Summary Details: Folio No.: 01-3136-079-0001 Property: 260 BISCAYNE BLVD WY Mailing Address: REFERENCE ONLY Property Information: Primary Zone: 6401 CENTRAL BUSINESS DISTRICT CLUC: Beds/Baths: 0/0 Floors: 0 Living Units: 0 Adj Sq Footage: 0 Lot Size: 0 SQ FT Year Built: 0 Legal Description: MIAMI CENTER CONDO DESC DUPONT PLAZA PB 50-11 PORT OF TR D BLK 1 DESC BEG NE COR OF TR D TH W645.94FT SWLY ALG AD 26.81FT SLY149.57FT S293.50FT E179.41 FT N150FT E525.36FT N300FT Sale Information: Sale O/R: Sale Date: 0/0 Sale Amount: so Assessment Information: INFORMATION NOT AVAILABLE 013136079 MIAMI CENTER CONDO 0131360790010 100 CHOPIN PLAZA MIAMI CENTER CONDOMINIUM UNIT HOTEL UNDIV .50% INT IN COMMON ELEMENTS OFF REC 14008-1398 0289 5 OR 14194-3142 0789 1 COC 23248-1386 04 2005 6 0131360790011 DUPONT PLAZA PB 50-11 PORT OF TR D BLK 1 DESC COMM AT MOST NWLY COR OF TR D LYG S OF BISCAYNE BLVD WAY TH NWLY FOR AD 176.71FT TH N 02 DEG E 377FT TH N 26 DEG E 127FT FOR POB TH S 87 DEG E 35.77FT N 02 DEG E 25.85FT N 30 DEG W 7.15FT N 87 DEG W 31.92FT S 02 DEG W 31.55FT TO POB 0131360790020 201 BISCAYNE BLVD S IIAMI CENTER CONDOMINIUM UNIT OFFICE BUILDING UNDIV .50% INT IN COMMON ELEMENTS OFF REC 14008-1398 0289 5 OR 18999-0061 0200 5 MIAMI CENTER OWNERS' ASSOCIATION, INC. CT CORPORATION SYSTEM - REGISTERED AGENT 1200 S PINE ISLAND ROAD PLANTATION, FL 33324 SHC CHOPIN PLAZA LLC 1 MACARTHUR PL STE 220 SANTA ANA, CA 92707-5999 MIAMI DADE COUNTY WATER AND SEWER 3071 SW 38TH AVE MIAMI, FL 33146-1520 CRESCENT MIAMI CENTER LLC % V GRANT 777 MAIN ST STE 2100 FORT WORTH, TX 76102-5366 Florida Real Estate Decisions, Inc. Page 1 of 1 CONDOMINIUM LEGAL DESCRIPTION AND LOCATION Summary Details: Folio No.: 01-4138-039-0001 Property: Mailing Address: REF ONLY Property Information: Primary Zone: CLUC: Beds/Baths: 0/0 Floors: 0 Living Units: 0 Adj Sq Footage: 0 Lot Size: 0 SQ FT Year Built: 0 Legal Description: 168 CONDO MIAMI NORTH PB B-41 N7OFT OF LOTS 1 2 & 3 BLK 126 Sale Information: Sale O/R: Sale Date: 0/0 Sale Amount: $0 Assessment Information: INFORMATION NOT AVAILABLE 014138039 168 CONDOMINIUM 168 CONDOMINIUM ASSOCIATION, INC. JUAN FORTUNY - REGISTERED AGENT 168 SE 1ST STREET 12T" FLOOR MIAMI, FL 33131 0141380390010 HUNTINGTON 1 & 2 LLC 168 1 ST SE, #1A 168 SE 1ST ST # 1 168 CONDOMINIUM UNIT 1A MIAMI, FL 33131-1403 UNDIV 4.7559% INT IN COMMON ELEMENTS OFF REC 11661-415 & AMEND OR 23326-3508 0505 OR 12000-0117 0683 2 COC 23855-2208 092005 2 0141380390011 NR MANAGEMENT GROUP LLC 168 1 ST SE, #1B 168 SE 1ST ST STE 600 168 CONDOMINIUM UNIT 1B MIAMI, FL 33131-1424 UNDIV 1.8130% INT IN COMMON ELEMENTS OFF REC 11661-0415 & AMEND OR 23326-3508 OR 23326-3507 0405 1 COC 25161-2404 11 2006 1 0141380390012 168 1 ST SE, #1C 68 CONDOMINIUM UNIT 1C UNDIV 1.1234% INT IN COMMON ELEMENTS OFF REC 11661-0415 & AMEND OR 23326-3508 OR 12000-0117 0683 2 NORTH AMERICAN ASSOCIATES LTD 40 CUTTERMILL RD STE 201 GREAT NECK, NY 110'21-3213 0141380390020 HUNTINGTON 1 & 2 LLC 168 1 ST SE, #2 168 SE 1ST ST # 1 168 CONDOMINIUM UNIT 2 MIAMI, FL 33131-1403 UNDIV 1/13 INT IN COMMON ELEMENTS OFF REC 11661-415 OR 12000-117 0683 2 COC 23855-2208 09 2005 2 0141380390030 168 1 ST SE, #3 168 CONDOMINIUM UNIT 3 UNDIV 1/13 INT IN COMMON ELEMENTS OFF REC 11661-415 OR 19835-3252 0701 4 COC 24094-1701 12 2005 4 HUNTINGTON 3 LLC 168 SE 1ST ST # 3FL MIAMI, FL 33131-1403 Florida Real Estate Decisions, Inc. Page 1 of 4 0141380390040 168 1 ST SE, #400 .68 CONDOMINIUM UNIT 400 U NDIV .0376 INT IN COMMON ELEMENTS OFF REC 11661-415 OR 17945-2909 0198 1 0141380390041 168 1 ST SE, #401 168 CONDOMINIUM UNIT 401 UNDIV .039323% INT IN COMMON ELEMENTS OFF REC 11661-415 & 17945-2906 OR 19293-1485 0800 1 0141380390050 168 1 ST SE, #500 168 CONDOMINIUM UNIT 500 UNDIV .045585% INT IN COMMON ELEMENTS OFF REC 11661-415 OR 19835-1035 07 2001 4 COC 24094-1654 12 2005 4 NESTOR & ADRIANA CULOTTA 168 SE 1ST ST STE 400 MIAMI, FL 33131-1446 NESTOR CULOTTA &W ADRIANA 19221 E OAKMONT DR HIALEAH, FL 33015-2003 HUNTINGTON 5 LLC 168 SE 1ST ST FL 3 # 500 MIAMI, FL 33131-1426 0141380390051 YELLOW STAR WHOLESALER TOUR USA 168 1 ST SE, #501 3440 HOLLYWOOD BLVD STE 360 .68 CONDOMINIUM UNIT 501 HOLLYWOOD, FL 33021-6934 UNDIV .031338% INT IN COMMON ELEMENTS OFF REC 11661-415 OR 19719-2081 0601 6 0141380390060 168 CAPITAL INVESTMENT LLC 168 1 ST SE, #6 168 SE 1ST ST STE 605 168 CONDOMINIUM UNIT 6 MIAMI, FL 33131-1424 UNDIV 1/13 INT IN COMMON ELEMENTS OFF REC 11661-415 OR 19165-2495 0600 1 COC 22256-2402 04 2004 1 0141380390070 168 1 ST SE, #7 168 CONDOMINIUM UNIT 7 UNDIV 1/13 INT IN COMMON ELEMENTS OFF REC 11661-415 OR 16041-2797 0893 1 SUPPORT BTI CORP 117 GAVILAN AVE MIAMI, FL 33143-6557 Florida Real Estate Decisions, Inc. Page 2 of 4 0141380390080 168 1 ST SE, #801 .68 CONDOMINIUM UNIT 801 UNDIV .049348 INT IN COMMON ELEMENTS 15041-20070R 17149-0248 0396 5 COC 24571-2220 05 2006 2 BELLA VISTA 168 INC 14 NE 1ST AVE STE 807 MIAMI, FL 33132-2411 0141380390081 JOSE R ALVAREZ & MARY E KRAMER 168 1 ST SE, #802 168 SE 1ST ST STE 802 168 CONDO UNIT 802 MIAMI, FL 33131-1406 UNDIV .049348% INT IN COMMON ELEMENTS OFF REC 11661-415 F/A/U 01-4138-039-0080 OR 19128-2505 0500 1 0141380390082 BELLA VISTA 168 INC 168 1 ST SE, #803 14 NE 1ST AVE STE 807 168 CONDO UNIT 803 MIAMI, FL 33132-2411 UNDIV .025436 INT IN COMMON ELEMENTS OFF REC 11661-415 F/A/U 01-4138-039-0080 COC 24571-2220 05 2006 2 0141380390090 .68 1 ST SE, #9 168 CONDOMINIUM UNIT 9 UNDIV 1/13 INT IN COMMON ELEMENTS OFF REC 11661-415 OR 19581-3827 0301 1 0141380390100 168 1 ST SE, #10 168 CONDOMINIUM UNIT 10 UNDIV 1/13 INT IN COMMON ELEMENTS OFF REC 11661-415 OR 16041-2801 0893 1 COC 21815-1041 11 2003 1 0141380390110 168 1 ST SE, #11 168 CONDOMINIUM UNIT 11 UNDIV 1/13 INT IN COMMON ELEMENTS OFF REC 11661-415 OR 20467-2195 0502 1 AMERICAN INV LLC 168 SE 1ST ST STE 900 MIAMI, FL 33131-1415 DOWNTOWN CORP 540 BRICKELL KEY DR APT 709 MIAMI, FL 33131-2639 CECILIA ZURITA 168 SE 1ST ST # 11 MIAMI, FL 33131-1403 Florida Real Estate Decisions, Inc. Page 3 of 4 0141380390120 JACKE CORP 168 1 ST SE, #12 168 SE 1ST ST # 12 .68 CONDOMINIUM UNIT 12 MIAMI, FL 33131-1403 UNDIV 1/13 INT IN COMMON ELEMENTS OFF REC 11661-415 OR 19835-4534 0801 1 0141380390130 168 1 ST SE, #PH 168 CONDOMINIUM UNIT PH UNDIV 1/13 INT IN COMMON ELEMENTS OFF REC 11661-415 OR 163512-4447 1193 1 COC 21825-1919 10 2003 1 CECILIA ZURITA 168 SE 1ST ST MIAMI, FL 33131-1403 Florida Real Estate Decisions, Inc. Page 4 of 4 9 I4 5 4 14 4 5 h • 5 Z. I12 GLER 5 RIM AIM 50 Ij 0 .0 9C 0 I; So 14 1c I• 17 10 1• 19 to 0 21 1.4 4 3 Z /CI 7 1I 5., I0 50 Lt 117 7 00 15,.5,E 50 I0 ST. 111111116 ST 10 0 ti • • 7 4 s •0 4 a M t M 1so1 M 11 oa 12 13 N u u n Y"e s VT1ON AMD. 9-36) T.Q c" 1, 4 4 r O u 0.. l00 I so .4 s 50 2 7 FL AG L E R�-ST.—�--- o ^� �d��� �27 `+ Q .ti 3 , sC )_. 401 5 °`' ST 0 >n 4o4-G an • N ,LO • 8 '5.115, 7 6 1]1 5 0 4 n I Z 5 4. \ 7 o So 50 •c7 9_ .20, = s 7 so • 2 _.• I L 7 4 h 110 , so f0 103 BISCAYNE 40—'75 A 41 r 00 ST. kin o o ., n r s 0 12 12 1 2 L.00 5o 5 co d Subject II 4 10 sc • s s • 7 5e ".3 3 ST / 100 s 1♦ Sd 17 12 11 10 5. f/\ 11s I.. • in J I mo 2 so i Q a 5 4 so 7 `_." its Sou LEVARD WAY Io0 too B aJ� 57i 0 C HOPI PLAZ 50-11 TRACT D ONE IRAN PARCEL A clan-ao) TR. A 150 AMERICAS CENTER LLC 150 SE 2ND AVE STE 1301 WA MI, FL 33131-1580 37TH AVENUE PROPERTY LLC 823 UNIVERSITY BLVD APT 204 JUPITER, FL 33458-3066 COLUMBUS DEV LLC 2500 WINDY RIDGE PKWY SE STE 1600 ATLANTA, GA 30339-5683 FLAGLER 251 INC 255 E FLAGLER ST STE 3 MIAMI, FL 33131-1300 L A MIAMI LLC (FEE) % DEAN ADLER 435 DEVON PARK DR BLDG 500 WAYNE, PA 19087-1939 NOUHAD A ATALLAH 10 BLACKFRIAR AVE STE 2109 TORONTO CA M9R 3S4, SCALLOPS USA INC 245 SE 1ST ST MIAMI, FL 33131-1908 TRG-OMP LTD C/O THE RELATED GROUP OF FL 2828 CORAL WAY PENTHOUSE STE MIAMI, FL 33145-3214 21 INVESTMENTS LLC 130 E FLAGLER ST MIAMI, FL 33131-1130 ANGELO GUGLIOTTA PO BOX 330788 MIAMI, FL 33233-0788 D P PROPERTY HOLDING LLC 2901 COLLINS AVE MIAMI BEACH, FL 33140-4104 HABITAT DEVELOPMENT CORPORATION 200 E FLAGLER ST MIAMI, FL 33131-1302 MDM RETAIL LTD C/O DADELAND MARRIOTT HOTEL 9090 S DADELAND BLVD MIAMI, FL 33156-7820 OCEAN BLUE FEE OWNER LLC 200 SE 1ST ST MIAMI, FL 33131-1907 SRI MIAMI VENTURE LP 200 S BISCAYNE BLVD STE 350 MIAMI, FL 33131-2332 WALTON STIC INVESTORS II LLC % BERT LEE MK REAL ESTATE GROUP 1 SE 3RD AVE STE 2220 MIAMI, FL 33131-1705 226 E FLAGLER CORP 226 E FLAGLER ST MIAMI, FL 33131-1326 CITY OF MIAMI DEPT OF P & D ASSET MANAGEMENT DIVISION 444 SW 2ND AVE STE 325 MIAMI, FL 33130-1910 FIRST PRESBYTERIAN CHURCH NATAN R ROK AS TR PO BOX 113240 MIAMI, FL 33111-3240 INGRAHAM BUILDING LLC 1940 FILLMORE ST SAN FRANCISCO, CA 94115-2745 MIAMI CONVENTION HOTEL CORP % AVR REALTY COMPANY I EXECUTIVE BLVD YONKERS, NY 10701-6822 P & G DEVELOPMENT LTD % MIAMI DADELAND MARRIOTT HOTEL 9090 S DADELAND BLVD MIAMI, FL 33156-7820 THE TRUSTEES OF L & B %MARVINFPOER%CO 351 S CYPRESS RD STE 404 POMPANO BEACH, FL 33060-7172 MIAMI CENTER OWNERS' ASSOCIATION, INC CT CORPORATION SYSTEM 1200 S. PINE ISLAND ROAD STATION, FL 33324 CRESCENT MIAMI CENTER LLC % V GRANT 777 MAIN ST STE 2100 FORT WORTH, TX 76102-5366 SHC CHOPIN PLAZA LLC 1 MACARTHUR PL STE 220 SANTA ANA, CA 92707-5999 MIAMI DADE COUNTY WATER AND SEWER 3071 SW 38TH AVE MIAMI, FL 33146-1520 168 CONDOMINIUM ASSOCIATION, INC. JUAN FORTUNY - REGISTERED AGENT 168 SE 1ST STREET 12TH FLOOR 1' 1I, FL 33131 BELLA VISTA 168 INC 14 NE 1ST AVE STE 807 MIAMI, FL 33132-2411 HUNTINGTON 1 & 2 LLC 168 SE 1ST ST # 1 MIAMI, FL 33131-1403 JACKE CORP 168 SE 1ST ST # 12 MIAMI, FL 33131-1403 NESTOR CULOTTA &W ADRIANA 19221 E OAKMONT DR HIALEAH, FL 33015-2003 SUPPORT BTI CORP 117 GAVILAN AVE MIAMI, FL 33143-6557 168 CAPITAL INVESTMENT LLC 168 SE 1ST ST STE 605 MIAMI, FL 33131-1424 CECILIA ZURITA 168 SE 1ST ST # 11 MIAMI, FL 33131-1403 HUNTINGTON 3 LLC 168 SE 1ST ST # 3FL MIAMI, FL 33131-1403 JOSE R ALVAREZ & MARY E KRAMER 168 SE 1ST ST STE 802 MIAMI, FL 33131-1406 NORTH AMERICAN ASSOCIATES LTD 40 CUTTERMILL RD STE 201 GREAT NECK, NY 11021-3213 YELLOW STAR WHOLESALER TOUR USA 3440 HOLLYWOOD BLVD STE 360 HOLLYWOOD, FL 33021-6934 AMERICAN INV LLC 168 SE 1ST ST STE 900 MIAMI, FL 33131-1415 DOWNTOWN CORP 540 BRICKELL KEY DR APT 709 MIAMI, FL 33131-2639 HUNTINGTON 5 LLC 168 SE 1ST ST FL 3 # 500 MIAMI, FL 33131-1426 NESTOR & ADRIANA CULOTTA 168 SE 1ST ST STE 400 MIAMI, FL 33131-1446 NR MANAGEMENT GROUP LLC 168 SE 1ST ST STE 600 MIAMI, FL 33131-1424 F "EXHIBIT A" ONE BAYFRONT PLAZA MAJOR USE SPECIAL PERMIT LEGAL DESCRIPTION That part of block 127N of"Plat of block 127N and portion of 120N", according to the Plat thereof, as recorded in Plat book 25, page 75 of the Public Records of Miami -Dade County, Florida. Bounded on the west by southeast 3rd Avenue, bounded on the south by southeast 2nd street, on the east by Biscayne Boulevard and on the north by southeast 1st street. G ti FLORIDA EAST COAST REALTY rtA ARCH) ? ECTURE PLANNING .S !Nil RIORS ONE BAYFRONT PLAZA ZONING DATA Page 1 of ZONING ANALYSIS - CBD LOT NET AREA LOT GROSS AREA 95.769 SO. FT. (2.20 ACRES) 146,027 SO. FT 13.352 ACRES] ZONING REQUIREMENTS REQUIRED/ ALLOWED PROVIDED NUMBER OF FLOORS UNLIMITED HEIGHT FRONT SETBACK - BISCAYNE BLVD. UNLIMITED 68 STORIES I,049'-0" N.G.V.D. 5'-0' SIDE SETBACKS - SE 1ST/2NDSTREETS 5'-0" REAR SETBACK - NE 3RD AVE. 5'-0' PODIUM -0'-0' *** OFFICE TOWER - 5 -0' BLDG. FOOTPRINT * GROSS FLOOR AREA N/A 82,350 SO. FT. UNLIMITED 4,122,000 SO. FT. "* QUALIFYING FA.R. UNUMITED 2,892,960 SO. FT. GROSS FLOOR AREA INCLUDES PARKING SERVICES & BACK OF HOUSE AREAS •• OIWJFYING FAR. DOES NOT INCLUDE ELEVATORS, STNRS & MECH ROOMS *•* COLONADE COLUMNS LEVELS 1-3 ON PROPERTY LNE. PODIUM, LEVELS 419. ON PROPERTY LINE F.A.R. CALCULATIONS REOUIRED/ALLOWED PROVIDED OFFICE FAR UNUMITED 2,125,000 SO. FT. HOTEL FAR UNLIMITED 535,960 SO. FT. RETAIL FAR UNLIMITED 112,000 SQ. FT. EXHIBITION/ BANQUET AREA UNLIMITED UNLIMITED 120,000 SO. FT. TOTAL FAR. - 2,892,960 5Q FT. DENSITY ALLOWED 1,000 UNITS/ACRE - 2,200 UNITS PROVIDED 850 UNf S - HOTEL ONE BAYFRONT PLAZA ZONING DATA FLORIDA EAST COAST REALTY PARKING REQUIREMENTS Page 2 of 2 REQUIRED / ALLOWED PROVIDED OFFICE 1 SPACE PER 1,000 SO. FT. OVER 10,000 SF 2,125,000 SF/ 1,000 - 2,115 SPACES j 2,118 SPACES HOTEL 1 SPACE PER 4 ROOMS 850 ROOMS/ 4 - 213 SPACES 213 SPACES RETAIL: 1 SPACE PER 1,000 SF 112,000 SF/ 1,000- 112 SPACES 112 SPACES OTHER: I SPACE PER 1,000 SF 120,000 SF/ 1,000 - 120 SPACES 120 SPACES * TOTAL 2,560 SPACES 2,563 SPACES • 57 ACCESSIBLE SPACES INCLUDED IN TOTAL NUMBER OF SPACES AND INCLUDING 7 VAN ACCESSIBLE SPACES ON THE P4 LEVEL WHICH HAVF 8-7' VFRTICAL CLEAR HFIGHT LOADING REQUIREMENTS REQUIRED / ALLOWED PROVIDED TOTAL 9 BERTHS 9 BERTHS OPEN SPACE (GREEN SPACE) / PRIVATE RECREATION SPACE 1 SF PER 50 SF OVER 50,000 SF REQUIRED/ ALLOWED 41,697 SF 1046 OF GLA ON GROUND LEVEL 14,603 SF PROVIDED 43,762 5O. FT. 14,838 SO. FT. OPEN SPACE BREAKDOWN PROVIDED RECREATION DECK/ POOL DECK LEVEL P21 34,950 SO. FT. ff ARCHITECTURE H LEGEND CRY 1.R011 .... SPECIAL xr 5'ALENFfS Cit irk 11 MEML i Sr.". - ware 1111 ■■ lani 1 ,:-: ii) mime ,11111111111 WPM 35 SD-12 Tts is to Certify that this is page 3b of ISe official Zoning Atlas referuce SO and adapted by rcfcrmcc Ordinance I t000, as atnmded, of the City aF14mai, • Florida, adnpled 14srah B, 1990. Prepared by. tart ELIOT LU4YUS P RK rk Pimps iiwA, �9@a6@@@° @li E> En1 limpet� IMMO MIRE somm mum mama •Ly�iw..- I. ��ass iL�il4 I1NII[II�EI mopm @n@sMg MOM n,dn@nn •i-�"1`1! G; 71 4, Alt • astlFTCE 111 /Si Ituki - ii11111Mw. -sE- J � 1 mot ..,..r S6ttR wrs.canorn'. .40.1149 �v1 tan MI El Iwo agrana mai own IMMO sAr • Adi' ®� • CURRENT LAND USE MAP CITY OF MIAMI, FLORIDA ONE BAYFRONT PLAZA 100 S. BISCAYNE BLVD. TERRA ARCHITECTURE FLORIDA EAST COAST REALTY TABLE OF CONTENTS ONE BAYFRONT PLAZA MAJOR USE SPECIAL PERMIT TABLE OF CONTENTS I. PROJECT INFORMATION A. Application for a Major Use Special Permit 1. Addendum to Application B. Disclosure of Ownership Warranty Deed Property Tax Bill Evidence of Tax Payment C. Ownership Affidavit Affidavit of Authority To Act Articles of Incorporation Certificate of Good Standing Written Consent of Directors D. Directory of Project Principals E. Ownership List F. Legal Description G. Project Data Sheet H. City of Miami Zoning Map II. PROJECT DESCRIPTION A. Zoning Ordinance No. 11000 1. Section 1304.2.1 2. Section 1702.2.1 3. Section 1702.2.2 4. Section 1702.2.3 Application Forms; Supplementary Material General Report Major Use Special Permit Concept Plan Development Impact Plan III. SUPPORTING DOCUMENTS Tab 1 Tab 2 Tab 3 Tab 4 Tab 5 Tab 6 Minority Construction Employment Plan Traffic Impact Analysis Site Utility Study Economic Impact Analysis Survey of Property Drawings Submitted