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MARL ENGINEERIAIG I MEMORANDUM September 24, 2013 TO: MarineMax, Inc. Att. Mr. Samuel C. Lowrey 18167 US Highway 19 North, Suite #300 Clearwater, FL 33764 (Phone 727-531-1700) (Email sam.lowrey@marinemax.com_) FROM: Luis H. Monsalve, P.E. Senior Project Manager Marlin Engineering, Inc. (Email Imonsalve@marlinengineering.com) RE: TRAFFIC ASSESSMENT STUDY (Use of Western Driveway at NE 79t" Street) This memorandum follows the Traffic Assessment Study (Dated March 6, 2013) to investigate the option of using the MarineMax western driveway at NE 79th Street as the only entrance for large trucks into this private property. Currently, the property is served from NE 79`h Street through the eastern driveway facing NE 8th Court (a local road with no truck traffic restriction that also provides access to a residential area). The purpose of this memorandum is to document the impact analysis of using the western driveway for large trucks with boats entering directly from eastbound NE 791h Street, delivering inside the property and exiting through the eastern driveway into NE 8th Court. The NE 79th Street is a state road (SR 934), multi -lane arterial with a parking lane and three through lanes in the eastbound direction, and one through lane in the westbound direction. On NE 79th Street, t he eastbound average daily traffic (ADT) is about 22,000 vehicles per day and the posted speed limit is 35 MPH. The large trucks anticipated are type WB -67 as defined by the American Association of State Highways and Transportation Offices (AASHTO). In Figure 1, the circulation path of a large truck with boat is shown entering the western driveway from NW 79th Street eastbound through lane, delivering inside the property and exiting through the eastern driveway into NE 81h Court. The use of the western driveway option for entrance of large trucks with boats will have the following advantages and disadvantages: ADVANTAGES • Eliminate traffic blockage on NE $th Ct when inbound large trucks are stopping for gate opening at the eastern driveway. • Reduce to half the volume of large truck traffic on NE 8th Court since the eastern driveway will be used for exiting of these trucks. DISADVANTAGES • Modifications will be needed on eastbound NE 791h Street to avoid encroachments on sidewalk and facilitate the entrance of large trucks. These modifications will include: 2191 NW 97'" Avenue I Doral, Florida 33172 1 P: 345.477.7575 1 F: 305.477.7594 1 www.inarlinengineering.coni Remove one parking space, reconstruct sidewalk by widening access driveway, and relocate two "No Parking" signs. • Potential safety impact on NW 79`h Street eastbound traffic when blockage of one through lane occurs due to large trucks stopping for gate opening and maneuvering into the marine. • The large truck path, inside the property, indicates that large trucks will circulate in close proximity to the office building, requiring the removal of parking next to this building. • Significant impact on the infrastructure of the property (regarding the boats storage and washing/drainage areas) previously approved and permitted by Miami -Dade County former Department of Environmental Resources Management (DERM). • Modifications to the MarineMax internal operational layout, to mitigate the above impacts, may require high capital investments in addition to potential economical losses. RECOMMENDATIONS The study indicates the anticipated circulation path of large trucks carrying boats using the eastern entrance at NW 79th Street, and its potential impact on the street and inside the property. In addition, It should be noted that large trucks with boats only arrive few times during the month, on weekdays, and mostly during off-peak hour traffic. Based on the circulation path for large trucks carrying boats indicated in Figure 1, and based on the potential impact on NE 791h Street and the significant impact on the internal operation of the MarineMax facility; this study is recommending "Not to Use the Western Driveway" for entrance of large trucks with boats. As a result of this study analysis, the internal circulation option for large trucks with boats (recommended 1n the original Traffic Assessment Study) is still considered a 'better solution to minimize impact on the MarineMax property and on other vehicles accessing the residential neighborhood. 2191 NW 9711, Avenue I Doral, Florida 33172 1 P: 305.477.7575 1 F-.305,477.7590 I wwwxnarlinengineering.com K- va 41 DRIVEWAY I SIDEWALK NE 791h STREET Western ENCROACHMENTS xea Entrance °" 46 GATE li�-�--1e--•3r� ��x �� Y.^"++%�-`f.. .�4"+s- dew a� vY _. ....... -�. . y-. of eW`• V �� - F >w y ry v r " In. •�... .�,, .' * ^ ° CONFLICT WITH PARKING) BUILDING 7 , *. m UC y r 1 D HCAT� NG, Ne Alf I AUTO CENTER z S7'RE1 BOAT WASHING 5 *�' -,44, Arl R . r.. AREA `� � ?� ,��"� �•ti,, ;s � f r . d W � w d` a I r., s r . s INE — T -• ` y 3 LEGEND: �1 alp k a.ar 19.sa ern•ruaCt Panr R* N&8F Fed � REVLitSE PAhI •- v �� tro T'a Wdt^ 890 „prc.Nnd� e.w B-1. u+ �.� BM 1Y ro � PARKING SPACE Y t:uier •rock EXIS'Ne iENCF MIAMI - DADE COUNTY MAR INEMAX TRAFFIC ASS ESM NTA GURE 1 - TRUCK OPERATION N • �,.w.;;,- (WES FERN DRIVEWAY OPTION) -. ,^. s-- '�` � �.._:_ .-�.,. -.5 •. .... .,.,...._.moo-..-:E:.v-��.-�.� r-.:,:.� --�-MM �. M� rl I 7r 140 j. March 6, 2013 �®P®iu�®lei m�����91�� Ni , 1011 = .� `9 F gg Y iSECF&RKRC�..E�$!a'CCR�.S�ii33EF�B: C'� ': 6 LCSi i9FRASyRRa�'E':SH�?�rRTr^K ° a € � � �•` �F�rF3iK`��iii��•���;�{�i�Eg��t(C���F �'ili�l3l��rlltPptFFtPY � ff� S°{['F Irg jj {IF� i j SKETCH k DESCRIPTIONS Vj nae ALTA/AGSM SURVEY SCALE: 1-=20• mores/REVISIONSg CAITMDNITYPANEL Na DATE DF FIRM FLOOD ZONE BASE ELOOO EL DRAWN 81" JY • 5! !10850-01BI J 03/02/1999 AE s �� '��� &0' IgfELNED 6f: WLH ��VVSS DA515 OF BEARMe $EMFRMARK REEEAENCES: D.C. R.M. (H-243) EL. 14,05. AS Z MEASURED ANGLES I1POA7E SURVEY- 113-07-07 O.J.M. PROPER7Y ADDRESS 740-820 M.E. 74th STREET, MIAMI, FLORIDA. MISC. REVISIQNS: 09/177/05 W.L.H. s Z '� o C7) Svrep's Ifs # AP:u!'Pope ! al A1SC. REVISIONS: 08/29/05 W.L.H. SURVEY DATE; 08103105 P.P. TRAFFIC ASSESSMENT FOR "MARINEMAX" City of Miami Prepared for: MarineMax East Inc. March 6, 2013 TABLE OF CONTENTS 1. PURPOSE............................................................................................................................... 1 2. EXISTING CONDITIONS..................................................................................................... 1 3. TRAFFIC INFORMATION................................................................................................... 2 4. SIGHT DISTANCE AT DRIVEWAY ENTRANCE............................................................. 6 5. TRUCK OPERATION OPTION............................................................................................ 6 6. PARKING REQUIREMENTS AND RECOMMENDED PARKING CONCEPT ............... 8 7. CHARACTERISTICS OF NE 78' STREET........................................................................ 8 8. RECOMMENDATIONS........................................................................................................ 8 LIST OF APPENDICES Appendix A Site Plan Appendix B Traffic Mechanical and Turning Movement Counts by MEI Appendix C Sight Distance at Intersection Appendix D City of Miami- Parking Requirements LIST OF TABLES Table I - Mechanical Counts at NE 78h Street (East of NE 8a' Court) ........................................... 2 Table 2- Entering and Exiting Movements at NE 79th Street & NE 8' Court ................................ 2 Table 3- Traffic Volume on NE 7801 Street (IN & OUT)............................................................... 4 Table 4- Truck Volume along NE 78th Street................................................................................. 4 LIST OF FIGURES Figure1 - Site Location.................................................................................................................. 1 Figure 2- Total Vehicles Turning Movement (AM & PM Peak Periods) ...................................... 3 Figure 3- Traffic Flow at Intersections........................................................................................... 5 Figure 4- Truck Operation Option.................................................................................................. 7 Marlin Engineering, Inc. i March 2013 1. PURPOSE MarineMax is an existing business development, located on the south side of SR 934/NW 79a' Street, 1,685 feet east of SR 51 US -1 and 2,004 feet west of the sea, under the jurisdiction of the City of Miami, Miami -Dade County, Florida (See Figure 1). The access driveway to the development is at NE 78d' Street and NE 8a' Court intersection. The purpose of this report is to determine proper maneuvering for large trucks carrying boats in and out of the Marina and minimize their impact on existing residential neighborhood. The study follows the City of Miami and Miami -Dade County requirements for access driveways for commercial developments. SR 9341 NE 79 STREET TVom;, a ~� O"►+ U 00 LU Z ; �� A a Figure 1 - Site Location 2. EXISTING CONDITIONS Field observations of existing conditions were conducted at the MarineMax street area. The property is located on NE 79th Street with two access driveways, one served directly from this arterial and a second one served through the intersection of NE 8h Court and NE 78'�` Street. This intersection is the only entrance to the facility since the NE 79h Street entrance is closed. NE 79th Street is a principal arterial with heavy traffic and it would be very unsafe to use this entrance for access of trucks with boat -trailers. NE 78�" Street is an undivided two - Marlin Engineering, Inc WRulvj March 2013 lane local roadway with 18 -foot width pavement and 16 -foot lawn shoulder on both sides of the road. There are also partial segments of 5 -foot width sidewalks on both sides of the roadways. The Marina site is approximately 49,000 square feet (1.12 Acres), with a two- story office building (5,000 sf. approx.). Immediately north and adjacent to the Marine entrance, another business entrance (Auto Repair Center) is located on the west side of NE 8th Court. There are no posted speed limit signs, however, according to the City of Miami standards, maximum speeds are 25 to 30 mph for local urban residential roads. See details of site plan in Appendix A. 3. TRAFFIC INFORMATION 24 -HR Counts Traffic Data Existing weekday daily traffic were collected along NE 78th Street (24 -hr traffic volume classification) on October 24, 2012. Detailed results from the mechanical traffic count are presented in Appendix B. For NW 78th Street, existing total vehicular daily volumes and Truck Factor (T, Percentage of trucks)) are shown in Table 1. NE 78th Street is a low volume street Table 1- Mechanical Counts at NE 78th Street (East of NE Std Court) Turning Movement Counts (TMCs) The Marina development, one business (Auto Repair Center) located next door and the residential area along NE 78th Street have access from NE 79th Street through NE 8th Court. To estimate traffic servicing each of these facilities, Turning Movement Counts (TMCs) were conducted during two peak traffic periods (7:00 to 9:00 AM and 4:00 to 6:00 PM) at the intersection of NE 78th Street with NE 8th Court, and at NE 79th Street, (in and out volumes from NE 8th Court). See detailed information on turning movement counts in Appendix B. A summary of vehicles using NE 8th Court, entering or exiting to NW 79th Street and serving the MarineMax, Auto Repair Center and NE 78th Street residential area, during AM and PM peak hours are shown in Table 2. Display of vehicles movement for AM and PM peak periods are shown in Figure 2 (Top view). Table 2- Entering and Exiting Movements at NE 79th Street & NE 8th Court In Out Volume 45 30 PM 55 31 SITE LOCATION (Two EB WB T24% Way) Factor NE 78 Street/ East of 4949 622 381 241 12.06 NE 8 Court. Turning Movement Counts (TMCs) The Marina development, one business (Auto Repair Center) located next door and the residential area along NE 78th Street have access from NE 79th Street through NE 8th Court. To estimate traffic servicing each of these facilities, Turning Movement Counts (TMCs) were conducted during two peak traffic periods (7:00 to 9:00 AM and 4:00 to 6:00 PM) at the intersection of NE 78th Street with NE 8th Court, and at NE 79th Street, (in and out volumes from NE 8th Court). See detailed information on turning movement counts in Appendix B. A summary of vehicles using NE 8th Court, entering or exiting to NW 79th Street and serving the MarineMax, Auto Repair Center and NE 78th Street residential area, during AM and PM peak hours are shown in Table 2. Display of vehicles movement for AM and PM peak periods are shown in Figure 2 (Top view). Table 2- Entering and Exiting Movements at NE 79th Street & NE 8th Court Marlin Engineering, Inc. 2 March 2013 MWARU In Out AM 45 30 PM 55 31 Marlin Engineering, Inc. 2 March 2013 MWARU .1 i..� _ ---� �rrr �" y� fir• r, � .+� +��"S Mfr II _ ' •�• �` T�.,+.�n all Lk r -o fi - r t, w7w- 26 5. Auto Repair s 3 9 43 7 20 18 M �Yy N I12 I 1 Marinemax - MARINEMAx EAST INC. MARINEMAX TRAFFIC MRItJN ENGINEERING INC. ASSESSMENT .� W... Y, ^ 'mom - _Z, .._ .� ~.b, &Ird HE 781h ST. Street Total Volume Per Peak Period EB VYB ?► AM 38 33 "• RM 65 38 Total Vehicles Turning Movement (AM & PM Peak Periods) Figure 2 From Table 2, for both AM and PM peak periods, the traffic entering from NE 79th Street is about twice the traffic volume leaving this intersection. Traffic on NE 78th Street For AM and PM peak periods, NE 78th Street is shared by traffic serving MarineMax, Auto Repair Center, and NE 79th Street at NE 8th Court intersection as indicated in Table 3. Display of vehicles movement is shown in Figure 2 (Bottom view) Table 3- Traffic Volume on NE 78th Street (IN & GUT) Facility EB 6:00 PM — 8:00 AM Off_ Business Hours Total of Trucks WB AM PM AM PM MarineMax 2 12 7 1 Auto Ctr 18 10 2 21 NW 791h St 18 43 24 16 In Table 3, it is observed that MarineMax has less traffic impact on NE 78th Street than the other two mentioned facilities, during the AM and PM traffic peak periods. Truck Traffic during Business Hours on NE 78th Street There is no restriction for truck traffic on NE 78th Street. Regarding daily truck traffic volumes along this road, a summary of eastbound and westbound traffic for Business and Off -Business hours is shown in Table 4 Table 4- Truck Volume along NE 78th Street From Table 4, it should be noted that trucks volume during business hours schedule (60%) is shared by the three facilities (including the MarineMax) and trucks volume within off -business schedule (40%) is generated by other facilities while MarineMax is not open during this time. Traffic Flow at Intersection The traffic flows and volumes circulating at NE 78th Street and NE 8th Court intersection for AM peak periods are shown in Figure 3. During the turning movement counts for AM and PM traffic peak periods, only 4 light trucks were observed accessing the intersection one of them accessing the Marina. Marlin Engineering, Ine- 4 March 2013 nRaRu 8:00 AM — 6:00 PM (Business Hours 6:00 PM — 8:00 AM Off_ Business Hours Total of Trucks EB 35 19 54 WB 10 11 21 Both Directions 45 30 75 Total Percentage 60% 40% 100% From Table 4, it should be noted that trucks volume during business hours schedule (60%) is shared by the three facilities (including the MarineMax) and trucks volume within off -business schedule (40%) is generated by other facilities while MarineMax is not open during this time. Traffic Flow at Intersection The traffic flows and volumes circulating at NE 78th Street and NE 8th Court intersection for AM peak periods are shown in Figure 3. During the turning movement counts for AM and PM traffic peak periods, only 4 light trucks were observed accessing the intersection one of them accessing the Marina. Marlin Engineering, Ine- 4 March 2013 nRaRu 4. SIGHT DISTANCE AT DRIVEWAY ENTRANCE The Florida Department of Transportation Design Standard Number 546 requires a minimum sight distance at driveways/ intersections based on design speed of the local road. Based on the design speed for NE 78 Street of 30 mph, for a two- lane undivided roadway, the required sight distance for a Combination. Vehicle is 510 feet. Appendix C shows the standard requirements for sight distance applicable to the study. These requirements are met by the existing Marina exit driveway. 5. TRUCK OPERATION OPTION Truck movement plays an important role in a street design and towards a better traffic operation, therefore it is needed to provide an adequate area ("sweep area") for the dimensions of large trucks and their turning requirements. An adequate area would avoid encroaching on sidewalks or damaging any landscaping or other fixed object within the roadway right of way. MarineMax, is served by truck traffic almost daily. Few times during the month, large trucks carrying 40 to 50 -feet boats are either parking or making hard maneuvers to access the Marina, some times obstructing the traffic on NE 78t` Street, and conflicting with residential vehicular traffic entering or exiting NE 8`" Ct.. Since other options like using the closed entrance from NE 79a` Street are not safe for the operation of large trucks stopping for gate opening when entering from a heavy volume arterial. A second option, using the existing entrance has been developed, for the Marina's owner to accommodate all trucks, including large trucks, and maneuvering inside the Marina when delivering or picking up boats. The largest truck anticipated is the type WB -67 as defined by the American Association of State Highways and Transportation Offices (AASHTO). As shown in Figure 4, the maneuvering for large trucks will require three (3) steps. Details of the maneuvering paths for each step are in shaded colors: enter movement in blue color, reverse movement in red color and exit movement in amber color. For each maneuver was used a turning radius of 40 feet for the WB -67 truck type. The proposed large truck operation Marlin Engineering, Inc. 6 March 2013 MARU10" • -4� -- 4 : 13 s �` q 2* 3 16 �. t Auto Repair I 2 _ y .. r: O 10 'fir.; d I - O. 18* ��,,pp77 `'�-.`►..,,�, 02 42* 1 12 i 78 P ! s . Legend 9* 12 7 } ., t F i # Veh AM Marinemax # Veh PM (*j Include 1 Truck NIARINEMAX EAST INC. MARINEMAX TRAFFIC MpttIJNENGENE ftENGING Traffic Flow at intersections ASSESSMENT Figure 3 A - V, ILA t::r �• ; � � fir"'" � � y� ` � 5� NE 79th STREET lost -40 as TOljC . j o' N CATERING 6ao r N 78 5, - AUTO CENTER z rR�GT r. . w= — RI E Mt t LEGEND: J L + 15.00' 53,00' E a a o fl _. —��► �• .-r-� _ -- � . � p.- lam__ � 4.130 19.w I x � i ,� � ENTP.4hCE PATH r WB -87 Feet + REVERSE PAIN T f: V Tracwrdt h 8.00 „J Trailer NhtlN 8.50 ..ITPRTN r Boat Wier : 13.06 Tractor Track B.CO Trader Track 0.50 PARKING SPACE EXISTING FENCE neAnux �wmxeeQrxa 1xc. MIAMI - DADE COUNTY I MARINEMAX TRAFFIC ASSESMENT FIGURE 4 -TRUCK OPERATION OPTION 6. PARKING REQUIREMENTS AND RECOMMENDED PARKING CONCEPT Parking requirements for the development should be according to the City of Miami/Planning/Miami 21, adopted in April 2012 for Transect Zone T5-0 (Urban Center Zone). The parking standards apply as shown for individual Transect Zones set forth in Article 4, Table 4 (See Appendix D). For a total office area of 5,000 sf. Approx. (Two Story Building), the minimum parking requirement is 15 spaces (3 parking spaces for every 1,000 square feet of office use). Based on the site plan, eight (8) parking spaces are recommended to be located inside the Marina's right of way next to the street and perpendicular to the fence, and the remaining seven (7) spaces (including one handicapped) to be located perpendicular to the office building inside the Marina. Figure 4 illustrates the two recommended parking zones. 7. CHARACTERISTICS OF NE 78TH STREET The NE 78�h Street with 60 -foot right-of-way (R/W) is considered a local roadway according to 2011 FDOT Manual Of Uniform Minimum Standards commonly known as the "Florida Green Book". The road meets the standards criteria as Local Road with the following characteristics% • Speed of 30 MPH for urban road without speed restrictions. • Minimum Lane width is 10 feet but reduced width of 9 feet as indicated from field measurements. However, the road meets requirement according to Chapter 3, Section A of the Green Book, where Rf W and - --Pavement width requirement is reduced, the reduced lane width is acceptable under certain conditions: "The 20 -year projected ADT is less than 750 vehicles per day and the design year projected peak hourly volume is 100 vehicle per hour or less." Truck traffic is not restricted on NE 78th Street. However, field observations indicated some physical and operational deficiencies along this local road. Truck traffic serving the Marina and other business at the intersection is also impacting the residential neighborhood. = 8. RECOMMENDATIONS • Large trucks operation inside the property as depicted in Figure 4. f • A minimum of 15 parking spaces are required within the Marina's property. Eight (8) parking spaces will be located on the Marina's right -of way outside the fence, and the remaining seven spaces (including one handicapped) will be located perpendicular to the office building. Figure 4 illustrates the two proposed parking zones. ,rte • Improve the Marina fence and gate of current entrance. The minimum opening gate entrance will be 24 feet of wide to meet the standards requirement. • Based on FDOT standards, the existing Sight Distance (510 feet) should be maintained for vehicles safe exiting from the Marina. Marlin Engineering, Inc 8 Rik March 2013 TRAFFIC ASSESSMENT FOR "MARINENLA,X" City of Miami Prepared for: MarineMax East Inc. "!�& November 15, 2012 APPENDIX A Site Plan Marlin Engineering, Inc November 2012 APPENDIX B Traffic Mechanical Counts And Turning Movement Counts (Performed by MEI) Marlin Engineering, Inc. November 2012 County: 87 Station: 4949 Description: NE 78 Street -East of NE 8 CT Start Date: 10/24/2012 Start Time: 0000 ---------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time lst 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total ---------------------------------------------------------------------------------------- 0000 1 1 0 0 2 1 0 0 0 1 3 0100 1 0 0 0 1 l 1 0 0 0 1 I 2 0200 0 0 1 0 1 I 0 0 1 0 1 I 2 0300 0 0 0 0 0 0 0 0 0 0 0 0400 0 0 1 0 1 I 0 0 0 0 0 1 0500 1 0 1 2 4 0 0 2 5 7 11 0600 7 4 2 3 16 6 4 4 2 16 32 0700 2 3 2 8 15 I 1 3 2 11 17 32 0800 7 6 5 5 23 4 5 3 4 16 39 0900 6 8 4 1 19 6 5 2 1 14 33 1000 1 7 7 2 17 1 0 5 2 4 11 I 28 1100 5 5 3 9 22 1 2 2 4 9 31 1200 6 5 7 6 24 3 2 5 4 14 38 1300 2 2 9 4 17 1 3 5 3 12 29 1400 10 2 4 3 19 I 5 2 3 3 13 32 1500 6 2 5 4 17 5 0 4 1 10 27 1600 9 8 9 15 41 3 4 7 11 25 66 1700 7 5 6 5 23 2 2 4 5 13 36 1800 6 12 17 6 41 I 2 8 5 3 18 I 59 1900 6 7 3 5 21 I 4 4 2 4 14 I 35 2000 8 9 3 3 23 8 7 1 0 16 39 2100 7 6 6 0 19 3 2 2 0 7 26 2200 2 1 3 4 10 0 0 2 2 4 I 14 2300 1 1 1 2 5 1 0 0 1 2 7 ---------------------------------------------------------------------------------------- 24-dour Totals: 381 241 622 ---------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 1145 27 0745 23 0745 49 P.M. lsl5 41 1600 25 1600 66 Daily 1815 41 1600 25 1600 66 Truck Percentage 14.17 ---------------------------------------------------------------------------------------------------------- 8.71 12.06 Classification Summary Database Dir 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TotTrk TotVol E 5 253 69 11 32 6 0 0 3 2 0 0 0 0 0 54 381 W 20 172 28 3 14 3 0 0 1 0 0 0 0 0 0 21 241 Page 1 CLIENT: MarineMax East Inc. JOB.; 2012018 PROJECT: Marine Traffic Assessment County: Miami -Dade Marlin Engineering, Inc 2191 NW 97th Avenue Miami,Florida 33172 Ph: (305) 477-7575 r- - DA -4-.r_ D -A r'- _ Triin4c File Name : AM_PM Site Code : 00000000 Start Date :1012512012 Page No : 1 08:00 AM 0 1 0 0 08:15 AM 0 0 0 0 08:30 AM 0 0 1 0 09.45 AM 0 0 0 1 Total 0 1 0 2 0 0 2 2 0 0 0 0 1 4 0 0 5 0 0 1 0 1 1 1 0 0 2 1 0 0 0 1 1 3 2 0 6 1 0 0 0 3 10 2 0 151 4 0 1 2 0 2 4 0 6 11 1 2 4 2 0 8 14 1 1 1 1 0 3 7 1 0 3 2 0 5 13 10 9 0 04:00 PM 1 0 NE 8 CT 0 1 0 NE 78 ST/79 ST 0 0 3 NE 8 CT 1 2 0 NE 78 STl79 ST 1 5 1 0 Southbound 15 04:15 PM 0 Westbound 0 0 Northbound 0 0 1 Eastbound 1 1 Start Time Left Thru Right Peds 0 App" Left Thru Right Peds App' Left Thru Right Peds App. Left Thru Right Peds App. Total Int. Total 0 1 0 3 0 Total 0 0 7 11 Total 0 0 0 0 0 Total 2 0 0 2 1 0 Factor 1.01 1.01 1.0 1.0 1 1.01 2 1.0 1.01 1 1.01 1.01 1.01 1 1.ol 6 1.01 1.01 1.01 1.0 1 9 07:00 AM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 1 2 0 0 3 5 07:15 AM 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 1 2 0 0 3 5 07:30 AM 0 0 1 0 1 0 3 0 0 3 0 0 0 0 0 0 0 3 0 3 7 07:45 AM 0 1 1 0 2 3 5 1 0 9 0 0 1 0 1 2 4 6 0 12 24 Total 0 1 2 0 3 4 11 1 0 16 0 0 1 0 1 4 8 9 0 f T 41 08:00 AM 0 1 0 0 08:15 AM 0 0 0 0 08:30 AM 0 0 1 0 09.45 AM 0 0 0 1 Total 0 1 0 2 0 0 2 2 0 0 0 0 1 4 0 0 5 0 0 1 0 1 1 1 0 0 2 1 0 0 0 1 1 3 2 0 6 1 0 0 0 3 10 2 0 151 4 0 1 2 0 2 4 0 6 11 1 2 4 2 0 8 14 1 1 1 1 0 3 7 1 0 3 2 0 5 13 10 9 0 04:00 PM 1 0 0 0 1 0 3 0 0 3 1 1 2 0 4 1 5 1 0 7 15 04:15 PM 0 0 0 0 0 0 0 1 0 1 1 0 1 0 2 0 3 5 0 8 11 04:30 PM 0 0 0 0 0 0 1 0 0 1 2 0 1 0 3 0 7 0 0 7 11 04:45 PM 0 0 0 0 0 0 2 0 0 2 1 0 5 0 6 0 1 1 0 2 10 Total 1 0 0 0 1 0 6 1 0 7 5 1 9 0 15 1 16 7 0 24 47 05:00 PM 0 0 0 0 0 1 3 1 0 5 3 0 1 0 4 0 11 1 0 12 21 05:15 PM 0 0 0 0 0 0 0 0 0 0 3 0 0 0 3 2 3 0 0 5 8 05:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 2 0 3 0 6 1 0 7 10 05:45 PM 0 0 0 0 0 0 4 1 0 5 1 0 1 0 2 0 6 0 0 6 13 Total 0 0 0 0 0 1 7 2 0 10 8 0 4 0 12 2 26 2 0 30 52 Grand Total 1 2 3 1 7 8 34 6 0 48 17 1 15 0 33 10 60 27 0 97 185 Apprch % 14.3 28.6 42.9 14.3 16.7 70.8 12.5 0.0 51.5 3.0 45.5 0.0 10.3 61.9 27.8 0.0 Total % 0.5 1.1 1.6 0.5 3.8 4.3 18.4 3.2 0.0 25.9 9.2 0.5 8.1 0.0 17.8 5.4 32.4 14.6 0.0 52.4 Marlin Engineering, Inc 2191 NW 97th Avenue Mliami,Florida 33172 Ph: (305) 477-7575 File Name : AM PM Site Code : 00000000 Start Date : 10125/2012 Page No : 2 Peak Hour From 07:Oo ANI to UdAb AM - Peak l Or l NE 8 CT NE 78 ST179 ST NE 8 CT NE 78 ST179 ST 0 2 2 Southbound Westbound Northbound Eastbound Start Time Left Thru Right Peds Total Left Thru Right Peds App Left Thru Right Peds p. Left Thru Right Peds Total 3 5 1 0 9 2 0 0 0 12 0.500 Total 0.604 Peak Hour From 07:Oo ANI to UdAb AM - Peak l Or l Intersection 07:30 AM 19 Volume 0 2 2 0 4 Percent 0.0 50.0 50.0 0.0 07:45 Volume 0 1 1 0 2 Peak Factor 50.0 0.0 High Int. 07:45 AM 0 Volume 0 1 1 0 2 Peak Factor 0 0.500 Peak Hour From 07:00 AM to 08:45 AM - Peak 1 of 1 4 14 1 0 19 2 0 2 0 21.1 73.7 5.3 0.0 0.0 50.0 0.0 50.0 0.0 3 5 1 0 9 0 0 1 0 07:45 AM 0.583 08:00 AM 07:45 AM 3 5 1 0 9 2 0 0 0 By Approach 07:15 AM 07:30 AM Volume 0 2 2 0 4 4 14 1 0 Percent 0.0 50.0 50.0 0.0 21.1 73.7 5.3 0.0 High Int. 07:45 AM 07:45 AM Volume 0 1 1 0 2 3 5 1 0 Peak Factor 0.500 0.528 07:45 AM 19 3 0 2 0 60.0 0.0 40.0 0.0 08:00 AM 9 2 0 0 0 0.528 Int. Total 4 4 10 15 0 29 56 13.8 34.5 51.7 0.0 1 2 4 6 0 12 24 0.583 07:45 AM 2 2 4 6 0 12 0.500 0.604 07:30 AM 5 4 10 15 0 29 13.8 34.5 51.7 0.0 07:45 AM 2 2 4 6 0 12 0.625 0.604 Marlin Engineering, Inc 2191 NW 97th Avenue Miami,Florida 33172 Ph: (305) 477-7575 File Name : AM_PM Site Code : 00000000 Start Date : 10/2512012 Page No :3 HeaK Flour From U4:UU FM to U5:45 HM - F'eaK "I Or I NE 8 CT NE 78 ST/79 ST NE 8 CT NE 78 ST/79 ST 8 Southbound Westbound Northbound Eastbound Start Time Left Thru Right Peds App Left Thru Right Peds Tptal Left Thru Right Peds Total Left Thru Right Peds 1 3 1 0 5 Volume 0 Total 0 0 0 Peak Factor 0.604 Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 Total HeaK Flour From U4:UU FM to U5:45 HM - F'eaK "I Or I Intersection 04:15 PM 7 0 8 Volume 0 0 0 0 0 Percent 0.0 0.0 0.0 0.0 05:00 Volume 0 0 0 0 0 Peak Factor 0.631 04:45 PM 05:00 PM High Int. 1 3 1 0 5 Volume 0 0 0 0 0 Peak Factor 0.604 Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 1 6 2 0 9 7 0 8 0 11.1 66.7 22.2 0.0 46.7 0.0 53.3 0.0 1 3 1 0 5 3 0 1 0 05:00 PM 0.631 04:45 PM 05:00 PM 1 3 1 0 5 1 0 5 0 By Approach 04:00 PM 05:00 PM Volume 1 0 0 0 1 1 7 2 0 Percent 100.0 0.0 0.0 0.0 10.0 70.0 20.0 0.0 High Int. 04:00 PM 05:00 PM Volume 1 0 0 0 1 1 3 1 0 Peak Factor 0.250 0.450 04:30 PM 10 9 0 7 0 56.3 OA 43.8 0.0 04:45 PM 5 1 0 5 0 0.500 I nt. Total 15 0 22 7 0 29 53 0.0 75.9 24.1 0.0 4 0 11 1 0 12 21 0.631 05:00 PM 6 0 11 1 0 12 0.625 0.604 05:00 PM 16 2 26 2 0 30 6.7 86.7 6.7 0.0 05:00 PM 6 0 11 1 0 12 0.667 0.625 CLIENT: MarineMax East Inc. JOB.: 2012018 PROJECT: Marine Traffic Assessment County: Miami -Dade Marlin Engineering, Inc 2191 NW 97th Avenue Miami,Fl©rida 33172 Ph: (305) 477-7575 (-mi inc Printeri- Tri mks File Name : AM_PM Site Code : 00000000 Start Date :10/2512012 Page No : 1 08:45 AM 0 0 0 0 01 0 0 0 0 01 0 0 0 0 01 0 1 0 0 1 1 Total 0 0 0 0 01 0 0 0 0 01 0 0 0 0 01 0 1 0 0 1 11 04:00 PM NE 8 CT NE 78 STf79 ST NE 8 CT NE 78 STf79 ST 01 SouthboundWestbound 0 Northbound Eastbound Start Time Left Thru Right Peds App -Left 0 Thru Right Peds App- Left Thr, Right Peds App' Left Thru Right Peds App- Int. 0 0 0 Grand Total Total 0 0 0 D Total 0 Total 0 Apprch % 0.0 0.0 Total Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 25.0 08:45 AM 0 0 0 0 01 0 0 0 0 01 0 0 0 0 01 0 1 0 0 1 1 Total 0 0 0 0 01 0 0 0 0 01 0 0 0 0 01 0 1 0 0 1 11 04:00 PM 0 0 0 0 01 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 D 0 0 0 0 Apprch % 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total % 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 01 0 0 0 0 01 0 1 0 0 11 1 01 0 0 1 0 11 0 0 1 0 11 2 01 0 0 1 0 11 0 1 1 0 2 3 0 0 0 1 0 1 0 2 1 0 3 4 0.0 0.0 100.0 0.0 0.0 66.7 33.3 0.0 0.0 0.0 0.0 25.0 0.0 25.0 0.0 50.0 25.0 0.0 75.0 r r r r W r W r W r W r W W W W W Y W Y Y Y Y Y I r r W r W W W r W r r r W r W W W Y Y Y Y Y Y Y I N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N r r r r r r r Aa A W iw+ O A W r d? 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U November 2012 MIAMI 21 ARTICLE 4. TABLE 4 DENSITY, INTENSITYAND_PARKING (CONTINUE AS ADOPTED - APRIL 2012 T5 - URBAN CENTER ZONE EV12 RESTRICTED LIMITED OPEN DENSI fY (UPA) 65 UNITS PER ACRE 65 UNITS PER ACRE 65 UNITS PER ACRE RESIDENTIAL Residential Uses are permissible aslisted lnTable3,limited Residential Uses are permissible asIsledlnTable3,limited Residential Uses are permissible as listed in Table 3,limited by compliance with: by compliance with: by compliance with: • Minimum of 1.5 parking spaces per Dwelling Unit. Minimum of 1.5 parking spaces per Dwelling Unit. Minimum of 1.5 parking spaces per Dwelling Unit, Minimum of 1 additional visitor parking space for every Minimum of 1 additional visitor parking space for every Minimum of i additional visitor parking space for every 10 Dwelling Units. 10 Dwelling Units. 10 Dwelling Units. Adult Family -Care Homes - Minimum 1 space per staff • Live -work - Work component shall provide parking as • Live -work - Work component shall provide parking as member and 1 space per 4 residents. required by the non-residential use in addition to parking required by the non-residential use In addition to parking Community Residence- Minimum of 1 parking space par required for the DwellingUnit. required for the Dwelling Unit. stafl member in addition to the parking required for the • Adult Famlly-Gare Homes - Minimum 1 space per staff • Adult Family -Care Homes - Minimum 1 space per staff principal Dwelling Unit(s). member and 1 space per 4 residents. member and 1 space per 4 residents. Parking requirement may be reduced according to the • Community Residence - Minimum of 1 parking space per • Community Residence - Minimum o1 t parking space per Shared parking standard, Article 4, Table S. staff member In addition to the parking required far the staff member in addition to the parking required for the • Minimum of 1 Bicycle Rack Space for every 20 vehicular principal Dwelling Un€t(s). principal Dwelling Unit(s), spaces required. Parking requirement may be reduced according to the • Parking requirement may be reduced according to the Parking ratio may be reduced within % mile radius of Shared parking standard, Article 4, Table 5. Shared parking standard, Article 4, Table 5. TOD orwithin %mile radius of a Transit Corridor by thirty Minimum of 1 Bicycle Rack Space for every 20 vehicular • Minimum of 1 Bicycle Rack Space for every 20 vehicular percent (30%) by process of Wa€ver, except when site is spaces required. spaces required, within 500 feet of T3. Parking ratio may be reduced within'/ mile radius of • Parking ratio may be reduced within Y. mile radius of Loading - See Article 4, Table TODorwithin'/4mle radius of a Transit Corridor by thirty TODorwithin Y,mileradius ofaTransitCorridorbythlrry percent (30%) by process of waiver, except when site is percent (30%) by process of Walver, exceptwhen site is within 500 feet of T3, within 500 feet of T3. Parking may be provided by ownership or lease oflsite • Packing may be provided by ownership or lease offsite within 1000 feet by process of waiver, except when site within 1000 feet by process of Waiver, except when site is within 500 feel of T3. is within 500 feet of T3. Loading - See Article 4, Table 5 Loading - See Article 4, Table 5 LODGING Lodging Uses are permissible as listed in Table 3. Lodging Uses are permissible as listed in Table 3. Lodging Uses are permissible as listed in Table 3, Minimum of 1 parking space for every 2 ledging units. • Minimum of 1 parking space for every 2lodging units. • Minimum of i parking space for every 2 lodging units. • Minimum of 1 additional visitor parking space for every Minimum of 1 additional visitor parking space for every Minimum of 1 additional visitor parking space for every 10 lodging units. 10 lodging units. 10 lodging units. Parking requirement may be reduced according to the • Parking requirement may be reduced according to the Parking requirement may be reduced according to the Shared parking standard, Article 4, Table 5. Shared parking standard, Article 4, Table 5. Shared parking standard, Arlicln 4, Table 5. MlnimumoflBicycle Rack Space for every 20vehicular Mtn€mumoflBicycle Rack Space for every 20 vehicular •Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. spaces required. spaces required. Parking ratio may be reduced within % mita radius of • Parking ratio may be reduced within''/ mile radius of Parking ratio may be reduced within % mile radius of TODorwithinI/ mile radius ofaTransit Corridor bythirty TODorwithin%mile radius of a Transit Corridor by thirty TDOorwtihin%mileradius ofaTransitCorr[dorbythirty percent (30%) by process of Waiver, exceptwhen site is percent (30%) by process of Waiver, exceptwhen site Is percent (30%) by process of Waiver, exceptwhen site is within 500 feet of 73. within 500 feet of T3. within 500 feet of T3. Parking may be provided by ownamhlp or lease offshe • Parking may be provided by ownership or lease offsite • Parking may be provided by ownership or lease offsite within 1000 feet by process of Waiver, except when site within 1000 feet by process of Waiver, except when site within 1000 lost by process of Waiver, exceptwhen she Is within 500 feet of T3. Is within 5D0 feet of T& is within 500 feet o1 T3. Loading - See Article 4, Table 5 Loading - See Article 4, Table 5 Loading - See Article 4, Table 5 OFFICE Office Uses are permissible as listed in Table 3, limited Office Uses are permissible as listed In Table 3, limited by compliance with: by compliance with: The first and second Story of the Pdndpal Building and • Minimum of 3 parking spaces for every 1,000 square Office and Commercial Uses shall be less than 25% feet of office use. Building floor area total, , Parking requirement may be reduced according to the Minimum of 3 parking spaces for every 1,000 square Shared packing standard, Article 4, Table 5. feet of office use. Minimum of f Bicycle Rack Space for every 20 vehicular Parking requirement may be reduced according to the spaces required. Shared parking standard, Article 4, Table 5. Parting ratio may be reduced within % mile radius of Minimum of1Bicycle Rack Space for every 20vehicular TODorvrithinAmileradius ofaTransltCorrldorbythirty spaces required. percent (30%) by process of Waiver, except when site is Parking ratio may be reduced w€thin % mite radius of within 500 feet of T3. TODorwithin I/ mile radiusofe TransitCorridor by thirty • Parking may be provided by ownership or lease offsite percent (30%) byprocess of waiver, except when site is within 1000 feet by process of Waiver, exceptwhen site within 500 feet of T3. is within 500 feet of T3. Parking may be provided by ownership or lease offsite • Loading - Sae Article 4, Table 5 within 1000 feet by process of waiver, except when site is within 50D feet of T3. Loading - See Article 4, Table 5 EV12 APPENDIX C Sight Distance at Intersection Marlin Engineering, Inc. Oit� November 2012 Crossroad .............. ............ - NZ ................. .................................... .... ....... ................. Ualb Of Clear Sight dL d TIJ ................ [imit of Clear Sight dr I m . cW d dd. dr 80 335 240 150 -35 390 275 175 40 445 515 200 45 1500 350 2.5 50 555 390 1250 55 610 430 275 60 665 470 300 65 1 720 510 325 �° 41 Q Lei d 4'd dr 30 4.20 295 190 5 490 345 220 40 56.0 39525 305 45 630 445 28 50 700 495 X10 55 770 545 345 60 840 595 375 5 1 910 645140-51 490 CL'dL du dr 30 510 360 225 5 595 420' 25 40 690 480' 305 45 765 540-1 340 50 845 600 1 375 55 930 660 415 60 1,015 720' 450 65 17001 780' 490 SIGHT DISTANCE (d) AND RELATED DISTANCES (dL r dr) (FEET) LANE UNDIVIDED REZO I'NG.APPLICATION 44 MIAN 21 Welcome to the City of Miami! This application is intended to serve as a guide in assisting you with our public`hearing process. Please feel free to contact us, should you have any questions. The deadline to file the complete,application with supporting documents is the last five working dans of=each month from 8:00 am :until 3:00 pm, except on the fifth day, until 12:00 pm. The'application ubrnittal date is the date stamped by Hearing Boards' staff on this page. The responses to ;this application must be typed and signed in black ink. All pertinent and accurate information/documentation; i.e., the plans, reports, exhibits, shall be presented at the time of filing, in addition t61he paid receipt. The applicant is responsible for the accuracy of the information contained in the application and all supporting materials. Should you wish, you could bring the materials to our office for review before the deadline to ensure completeness. 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. All documents, reports, studies, exhibits (8'/2x11") or other materials submitted during this process will be kept as part of the record. Any documents offered to the Planning, Zoning and Appeals Board and the City Commission, which have not been provided fifteen (15) days before the meeting as part of the agenda materials will be entered into the record at the discretion of the aforementioned Board and Commission. 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. Ordinance No. 12918 states that each person or entity requesting approval, relief or other action from the City Commission or any of its boards, authorities, agencies, councils or committees regarding any issue, shall disclose at the commencement (or continuance) of the public hearing(s) on the issue, any consideration provided or committed, directly or on its behalf, for an agreement to support or withhold objection to the requested approval, relief or action. The Disclosure of Consideration Provided or Committed for Agreement to Support or Withhold Objection Affidavit included in this package must be submitted with the application. The applicant must, at the commencement of any public hearing on the issue, if there is any disclosure to report, read the disclosure into the record. Also, the applicant must supplement -the affidavit if there is any new information or additional information to disclose. Copies of City Commission resolutions and ordinances can be obtained at our website through the "Legislative Hub", or for certified copies, contact the City Clerk's Office at 305-250-5360. CITY OF MIAMI H E A R I N G B O A R D S Ph: 305-416-2030 444 SW 2„d Ave 761 Floor Miami, FL 33130 Rev. 06-2011 www.miamigov.com/hearing_boards REZ01 si r Applicanf(s)° Present zoning,, Proposed zonin 14}yy Per; Miami, 2Y) LICATION and foli gnationi(Is ' signation(s): the Miami 21 Code for Rezoning information. r ber(s): 840 NE 78th Street—Folio # 0132070163860 COJ x s e 7j1 2 8 c'2`(g),an analysis of the properties within a one-half mile radius of including'aenal photo of the site as to why the present zoning designation is oposed zoning designation is appropriate. 6. One (1) original, two (2) 11x17copies and one (1) 8%x11 copy of the survey of the property prepared by a State of Florida registered land surveyor within six (6) months from the date of the application. 7. A clear and legible copy of the recorded warranty deed and tax forms of the most current year showing the present owner(s) and legal description of the property to match the legal description on the survey. 8. A clear and legible copy of the subject property address(es) and legal description(s) on a separate sheet, labeled as"Exhibit A', to match with the current surveys legal description. 9. At least two photographs showing the entire property showing land and improvements. 10. Copy of the lobbyist registration processed by the Office of the City Clerk, if applicable. 11. Affidavit of Authority to Act and the Disclosure of Ownership of all ownef-aid contract purchasers, if applicable-ofthe subject property. 12. For all corporations and partnerships indicated: a) Articles of Incorporation; b) Certificate from Tallahassee showing good standing, less than one (1) year old; 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. 13. Certified list of owners of real estate within 500 feet of the subject property. 14. Original Disclosure of Consideration Provided or Committed for Agreement to Support or Withhold Objection Affidavit. 15. Original Public School Concurrency Management System Entered Requirements form. 16. The subject property(ies) cannot have any open code enforcement/lien violations. Rev. 06-2011 CITY OF MIAMI H E A R I N G B O A R D; Ph; 305-416-2030 444 SW 2nd Ave 7th Floor Miami, FL 33130 w%vw.miamigov.com/hearing_boards 20 LICATION Marin '-Relate d;Corhmercial Facil the property within the bo'undarie; tii I!,' lir ;ill i I'� UG I y" 1111 4 rs Intact the Planning Department or the property within the boundarie anning <Department -on the 3 d Fylo( �c I est, of pro. cessing'accordingdto Sec site? .25 acres —10,970 sq. feet are of proposed use? To conform zoning with use as correct code enforcement violation. �-historic site, historic district or rcheo1 i al zo lease 3'd Floor for information. ��,�.')�, an Environmental Preservation istri ea con t) the - information. j on 62-156 of the Miami City Code*: Change `of}zoning classification to: a. CS, T3 -R, T3 -L, T3-0, per square foot of net lot area $ .15 Minimum $ 635.00 b. T4 -R, T4 -L, T4-0, T5 -R, T5 -L, T5-0, T6 -R, T6 -L, Cl, per square foot of net lot area $ .20 Minimum $ 750.00 c. T6-8 0, T6-12 0, T6-24 0, D1, D2, D3, per square foot of net lot area $ .25 Minimum $ 900.00 d. T6-36 0, T6-48 0, T6-60 0, T6-80, CI -HD, per square foot of net lot area $ .30 Minimum $ 1,000.00 Public hearing and public meeting mail notice fees, including cost of handling and mailing per notice $ 3.50 *Pursuant to dinance 1271, all planning and zoning fees in excess of $25, 000. 00, shall be paid in the form of a c rtified chgck, 4shier's check, or money order. Signature 0 Name Lynn M. nimmers, Representative M": Iq East, Inc. Telephone: 305-794-7599 STATE OF FLORIDA -- COUNTY OF MIAMI-DADE 1910 N.W. 13th Street, Miami, Florida 33125 E-mail: lmsum@earthlink.net enn Th foregoing was a knowledd efore this day of JUP 20 Ij by who a(n) indiyidual/partner/ag nVcorporation of a(n) individual/partnership/corporation. He/ is personally known to me or who has produced as identification and who did (did not) take an oath. ANELFMGUEZ CITY OF MIAMI r MY COMMISSf O EE 101837 H E A R I N G B O A R D S oar EXPIRES: June t2, 2015 7 py Bonded rnN Notary PubNc Underwrlten Ph: 305-416-2030 P 444 SW 2nd Ave 7th Floor Miami, FL 33130 Rev. 06-2011 www.miamigov.com/hearing_boards 4 is REZONE r¢ f kF Before me this'd' the u ,he/she is thel;own'er or �� application,,as required by the the City of'Miami, asaisted .onyi 2. That' allowners'who he/shed him/her',to ,act: in-his/herbehali as set out in th0df<'eaoihd`,p' tii LICATION IDA"_VIJTS:OF AUTHORITY TO ACT ned personally appeared Lynn M. Summers ._. # v..;_a , who being by me first deposes and says: presentative of the owner, submitting the public hearing City of Miami, Florida, affecting the real property located in pages. �pres.e'hts, if any, have given his/her full and complete permission for for'the change or modification of a classification or regulation of zoning on, including including responses to day to day staff inquires. 3. That the foregoing and following pages are part of this affidavit and contain the current names, mailing addresses, telephone numbers and legal descriptions of the real property of which he/she is the owner or legal representative. 4. That the facts, as represented in the application and documents submitted in conjunction with this affidavit, are true and correct. Further Affiant sayeth not. AWN Lynn M. Summers ' Applicant(s) Name Applica t s) Signature STATE OF FLORIDA -- COUNTY OF MIAMI-DADE The foregoing was acknowledge efore me this c:26)_ day of c 20 11_, by t° c a(n) individu part r/agent/corporation of _ individual/partnership/corporation. He/She is as identification and who did (Stamp) Rev. 06-2011 n who is a(n) known to me or who has produced �an oath. ature CITY OF MIAMI H E A R I N G B O A R D S Ph: 305-416-2030 444 SW 2nd Ave 7th Floor Miami, FL 33130 www.miatnigov.com/hearing—boards 5 CORPORATE RESOLUTION OF MARINEMAX EAST, INC The undersigned director of MarineMax East, Inc., a Delaware Corporation (the "Company"), does hereby certify that the Company is a valid corporation organized and existing under the laws of the State of Delaware, and does hereby further certify that I am making the following Resolution in accordance with the Articles of Incorporation of the Company. RESOLVED, that Lynn M. Summers, Principal, d/b/a Community Technologies 1910 NW 13t" Street, Miami, Florida 33125 is hereby authorized for this specific purpose and directed to do whatever may be necessary and appropriate to effect the rezoning of MarineMax East, Inc. property located at 840 NE 78" Street, Miami, Florida — Folio 0132070163860, and said individual is hereby authorized and directed to execute in the name and on behalf of the Company and all documents necessary or proper to carry into effect this Resolution. I further certify that the copy of the Resolution shown above is true and correct and the same has not been modified and rescinded. IN WITNESS WHEREOF, I have hereunto set my hand as Director of the Company in accordance with the Articles of Incorporation. Dated this day of July, 2011. MarineMax East, Inc. r�1,2 Michael H. cLamb Director RE � ' n.arxx:xxe�x t✓1 i r ii ai flail 1{i`il i p�" fx�ia} ,V/i{{! ist the ovi ner(s) ofipth'e sult ;quires disclosure, rof�iall pe resentation, requesta or„pets f trusts„ and/or anyothrdr it rerdquired. Please -Supply Subject Property Address(es) LICATION RE OF OWNERSHIP ifd percentage of ownership. Note: The Miami City Code financial interest, either direct or indirect, with respect to a disclosure of shareholders of corporations, beneficiaries , together with their address(es) and proportionate interest if necessary. 2. List all street address(es) and legal description(s) of any property located within 500 feet of the subject property owned by any and all parties listed in question #1 above. Please supply additional lists, if necessary. Street Address(es): See attached list of owners. Lynn M. Summers, Representative Owner(s) or Representative Name STATE OF FLORIDA -- COUNTY OF MIAMI-DADE The foregoi 20/_, by Legal Description(s): was acknowledged before me this moi) day of --J u_ C- Ll /-) vq �d . 'Sty ein ►-v,_e_62_ S who is a(n) individual/panther/agent/corpo ration of _ indivi uaTT I/partnership/corporation. He/She is (Stamp) @&Qptification and who did 1 �Hp, _J �SS10N4'p• • %y oet�bet 18,2�9F'• 9 ;s • Bonde��ae:•r��`s a(n) sonally known to me or who has produced not a n oath. gnature ���1i111����0\\\\ H E CIT rrOF B oAMI n s Ph: 305-416-2030 444 SW 2nd Ave 7h Floor Miami, FL 33130 Rev. 06-2011 www.miamigov.com/hearing_boards 6 MarineMax, Inc. Post Restructuring Organizational Chart 7= MarineMax USA Dumas GP Inc. 77862 Dumas (Incl, Dumas GP LLC & MarinsMlax TX, LP) MadneMax ofAgzona, Ina. MarineMax of Minnesota, Inc, MarineMax of Las Vegas, Inc. MarinaMaxof Utah, Inc, MarineMax of Colorado Inc. MadneMax of California, inm Harrison's Realty CA, LLC Harrison's Realty, LLC C&N Marine LLC Walker Marina Realty LLC Marina Drive Realty I LLC Marina Drive Realty II LLC 2= MarineMax of North Carolina, Inc. MarineMax of Georgia, Inc, MadneMax of Missouri, Inc. MarineMax of Ohio, Ina. Boating Gear Center Bassett Boat Company Bassett Realty, LLG Guifwind South Realty, LLC Florida Partnership Structure including, MarineMax of Southeast Florida, LLC MarineMax of Central Florida, LLC MarineMax of Southwest Florida, LLC MarineMax Motor Yachts, LLC • MarineMax of Sarasota, LLC - MadneMax international, LLC a= MadneMax of New York, Inc; MadneMax of New Jersey Holdings, Inc. (Includes: MadneMax New Jersey OF, Inc., MarineMax NJ Partners, Inc„ and MarineMax Midatlentic, LP.) Board of Directors Board of Directors Highlights I Board of Directors I Executive Officers I Committee Composition Hilliard M Eure III Retired Managing Partner KPMG, Tampa Bay Practice John B Furman Consultant for various domestic and international public and private companies Robert S. Kant, Esq. Principle Shareholder Greenberg Traurig Russell J. Knittel Executive Vice President Synaptics Incorporated William H. McGill, Jr. Chairman of the Board, Chief Executive Officer and President Michael H. McLamb Executive Vice President, Chief Financial Officer and Secretary Joseph A. Watters Founding Chairman, Oceania Cruises Dean S. Woodman Retired Managing Director ING Baring Page 1 of 1 http://phx.corporate-ir.net/phoenix.zhtml?c=105460&p=irol-govBoard 7/22/2011 Executive Officers Executive Officers Highlights I Board of Directors I Executive Officers I Committee Composition William H. McGill, Jr. Chairman of the Board, Chief Executive Officer, and President Michael H. McLamb Executive Vice President, Chief Financial Officer and Secretary Edward A. Russell Executive Vice President, Chief Operating Officer Kurt M. Frahn Vice President of Finance and Treasurer Paulee Day Vice President, General Counsel and Assistant Secretary http://phx.corporate-ir.net/phoenix.zhtml?c=l 05460&p=irol-govManage Page 1 of 1 7/22/2011 Exhibit "A" Legal Description Lot 17, Block 22, of Shore Crest, According to the Plat Thereof Recorded in Plat Book 10, Page 23, of the Public Records of Miami -Dade County, Florida PREPARED BY AND RETURN TO: J. Matthew Marquardt, Esquire Macfarlane Ferguson & McMullen 625 Court Street, Suite 200 Post Office Box 1669 (33757) Clearwater, Florida 33756 QUIT CLAIM DEED CFM 2008BR0144104 OR 8k 26227 Fss 0666 - 668; (3ass) RECORDED 02/21/2008 15:43:07 DEED DOC TAX 0.60 HARVEY RUVIHr CLERK OF COURT MIAMI-DADE COUHTYr FLORIDA THIS INDENTURE, made this ��day of February, 2008, between MARINEMAX OF SOUTHEAST FLORIDA, LLC, a Florida limited liability company, of the County of Pinellas, and the State of Florida, Party of the First Part, whose mailing address is 18167 U.S. Highway 19 North, Suite 300, Clearwater, FL 33764, and MARINEMAX EAST, INC., a Florida corporation, of the County of Pinellas, and the State of Florida, Party of the Second Part, whose mailing address is 18167 U.S. Highway 19 North, Suite 300, Clearwater, FL 33764. WITNESSETH, that the said Party of the First Part, for and in consideration of the sum of Ten and no/100 Dollars ($10.00), in hand paid by the said Party of the Second Part, the receipt whereof is hereby acknowledged, has remised, released and quit claimed, and by these presents does remise, release and quit claim unto the said Party of the Second Part all the right, title, interest claim and demand which the said Party of the First Part has in and to the following described lot, piece or parcel of land, situate lying and being in the County of Miami -Dade, State of Florida, to wit: See attached Exhibit "A" Legal Description TO HAVE AND TO HOLD the same, together with all the singular the appurtenances thereunto belonging or in anywise appertaining, and all the estate, right, title, interest and claim whatsoever of the said Party of the First Part, either in law or equity, to the only proper use, benefit and behoof of the said Party of the Second Part. IN WITNESS WHEREOF, the said Party of the First Part has hereunto set our hand and seal the day and year first above written. -1- Signed, Sealed and Delivered in the Presence of.- am f:am . GoIL y e� Print Name: STATE OF FLORIDA COUNTY OF PINELLAS MARINEMAX OF SOUTHEA T FLORIDA, LLC By: --o- Kurt Frahn, Assistant Secretary I HEREBY CERTIFY, that on this day personally appeared before me, an officer duly authorized to administer oaths and take acknowledgments, Kurt Frahn, to me personally known or who has produced as identification and who did take an oath, and known to me to be the individual described in and who executed the foregoing instrument and he/she acknowledged before me that he/she executed the same for the purposes therein expressed. WITNESS my hand and official seal at Clearwater said County and State, this 9-1� day of February, 2008. ..............................».... BARBARA YACK At COMO DDM , Notary Public eo�d.d wry cwoH & 648A KACK Print Name"""''""..... `"'�'` My Commission Expires: /012,olol' -2- EXHIBIT "A" PARCEL 1: OR 9K 26227 PG 0665 LAST F'AGE Beginning at the Northwest corner of Lot 1, Block 20, of Shore Crest, a subdivision as shown by the Plat thereof, as recorded in Plat Book 10, Page 23, of the Public Records of Miami -Dade County, Florida, run East 100 feet along the North line of said Lot; thence South to the North Bank of Little River; thence Westerly along the North Bank of Little River 52.43 feet to the Southwest corner of said Lot; thence Northerly along the West line of said Lot to the Point -of - Beginning; less the North 5 feet and the East 50 feet thereof. AND INCLUDING A portion of Lot 1, Block 20, Shore Crest, according to the Plat thereof, recorded in Plat Book 10, Page 23, of the Public Records of Miami -Dade County, Florida, being more particularly described as follows: Commence at the Northwest corner of said Lot 1, Block 20, as platted; thence run in an Easterly direction along the North line of said Lot 1, for 100.00 feet; thence deflect 91 degrees 03 minutes 45 seconds to the right and run South for 5.00 feet to the Point of Beginning; thence continue south for 217.13 feet, more or less, to the sea wall on the North Shore of Little River; thence run in a Southeasterly direction, along the said sea wall, for 183.61 feet; thence run North, along the West right-of-way line of "River Walk", as shown on the aforesaid Plat of Shore Crest, for 130.11 feet, more or less, to a point of curvature; thence run in a Northwesterly direction, along a circular curve to the left having a radius of 15 feet and a central angle of 73 degrees 57 minutes 30 seconds, for an are distance of 19.36 feet to a point of tangency; thence run in a Northwesterly direction, tangent to the last described circular curve, for 6.89 feet; thence deflect 106 degrees 02 minutes 30 seconds to the left and run South, along a Southeasterly extension of the West right- of-way line of Northeast 8th Court, as shown on the said Plat of Shore Crest, for 12.19 feet; thence run West, parallel to the aforesaid North line of Lot 1, for 147.52 feet; thence deflect 90 degrees to the right and run North for 100 feet; thence run West, parallel to and 5 feet South of the said Northline of Lot 1, as shown on the Plat of Shore Crest, for 16.27 feet to the Point of Beginning. AND INCLUDING The East Fifty (50) feet of the following described property: Beginning at the Northwest corner of Lot 1, Block 20, of Shore Crest, a Subdivision as shown by the Plat thereof recorded in Plat Book 10, Page 23, of the Public Records of Miami -Dade County, Florida, thence run East 100 feet along the North line of said Lot; thence South to the North bank of Little River; thence Westerly, along the North bank of Little River, 52.43 feet to the Southwest corner of said Lot; thence Northerly along the West line of said Lot to the Point of Beginning; less the North 5 feet thereof. AND INCLUDING Lot 17, Block 22, of Shore Crest, according to the Plat thereof recorded in Plat Book 10, Page 23, of the Public Records of Miami -Dade County, Florida. PARCEL 2: The Leasehold interest in and to that certain Sovereignty Submerged Lands Lease No. 130023826, from the Board of Trustees of the Internal Improvement Fund of the State of Florida, as recorded in Official Records Book 23391, P{ages 1693 through 1705, of the Public Records of Miami -Dade County, Florida. h:\data\aty\jmmMmninemax\boatarnma\qc deed Ldoc 505 —aa 1 CITY OFMIAMI DISCLOSURE OF CONSIDERATION PROVIDED OR COMMITTED FOR AGREEMENT TO Ydtt.- %��a .� SUPPORT OR WITHHOLD OBJECTION �o:,-r� The City of Miami requires any person or entity requesting approval relief or other action from the City Commission or any of its boards, authorities, agencies, councils or committees, to disclose at the commencement (or continuance) of the hearing(s) on the issue, any consideration provided or committed, directly or on its behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action. "Consideration" includes any gift, payment, contribution, donation, fee, commission, promise or grant of any money, property, service, credit or financial assistance of any kind or value, whether direct or implied, or any promise or agreement to provide any of the foregoing in the future. Individuals retained or employed by a principal as a lobbyist as defined in Sec. 2-653, and appearing before the City Commission or any of its boards, authorities, agencies, councils or committees solely in the capacity of a lobbyist and not as the applicant, or owners' legal representative are not required to fill out this form. NAME: Lynn M. Summers (First Name) (Middle) (Last Name) HOME ADDRESS: 1910 NW 13th Street (Address Line 1) (Address Line 2) CITY: Miami STATE: Florida ZIP: 33125 HOMEPHONE: (305) 448-0997 CELLPHONE: (305) 794-7599 FAX: (305) 448-3467 EMAIL: lmsumCearthlink.net BUS SINES S or APPLICANT or ENTITY NAME MarineMax East, Inc. BUSINESS ADDRESS: 840 NE 78th Street (Address Line 1) Miami, Florida (Address Line 2) 1. Please describe the issue for which you are seeking approval, relief or other action from the City Commission, board, authority, agency, council, or committee. Rezoning and Miami Neighborhood Comprehensive Plan Amendments. 2. Has any consideration been provided or committed, directly or on your behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action? ❑ YESX❑ NO If your answer to Question 2 is No, do not answer questions 3, 4 & 5 proceed to read and execute the Acknowledgment. If your answer to Question 2 is Yes, please answer questions 3, 4 & 5 and read and execute the Acknowledgement. 3. Please provide the name, address and phone number of the person(s) or entities to whom consideration has been provided or committed. Name Address Phone# a. Ipi) b. C. * Additional names can be placed on a separate page attached to this form. 4. Please describe the natur of a consideration. — N14 I la I 5. Describe what is being r qu sted in exchange for the consideration. ACKNOWLEDGEMENT OF COMPLIANCE I hereby acknowledge that it is unlawful to employ any device, scheme or artifice to circumvent the disclosure requirements of Ordinance 12918 and such circumvention shall be deemed a violation of the Ordinance; and that in addition to the criminal or civil penalties that may be imposed under the City Code, upon determination by the City Commission that the foregoing disclosure requirement was not fully and timely satisfied the following may occur: 1. the application or order, as applicable, shall be deemed void without further force or effect; and 2. no application from any person or entity for the sa a issue shall be reviewed or considered by the applicable boa d(s) until expiration a period of one year after the nullification of the application or der. PERSON SUBNIITTING DISCLOSURE: t , .ww ' ig ure Lynn A Summers, Representative Print Name r.q►vgrn to ubscriyeefore me this o20 day Ofw l Li 201 The foregoing rzlm#kp7 , �r ledged before me by who has produced % 16.eon4d' .- as as identification and/or is e� son Z known to me and who did/did not take an oath. ;JINIC,•ST STATE tdWMEDA CITY OF MIANff 1 MY CONMSSION Notary EXPIRES: � S Print Name Enclosure(s) Doc, No.:86543 Page 2 Zoning Analysis 840 NE 781h Street ("Subject Property") Request Fn U i— 27 � 11111 The Rezoning Application seeks a change for the current zoning classification for the Subject Property from the current T5 -R (Restricted) Urban Center designation to the T5-0 (Open) Urban Center designation. The Subject Property consists of a .25 acre site (approximately10,970 square feet). This Application requests an extension of an existing Transect boundary between the T5-0 and T5 -R areas. While there is a current open code enforcement violation for lack of a valid Certificate of Use as a Marine -Related Commercial Establishment, this Rezoning Application will lead to the resolution of this violation because it will allow an application for a Certificate of Use. Analysis The Subject Property is located within the Upper Eastside NET area, and consists of a single parcel comprising .25 acres, located in the South side of NE 78th Street near the intersection of NE 78th and 79th Streets. It is located on the deep -water Little River Canal. The improvement of the Subject Property is a two-story building originally constructed and used as a residential motor court. Since at least 1978 and perhaps earlier, this building has been used in connection with the boat repair and servicing facility at 790, 800 and 820 NE 79th Street for storage of parts and other non -industrial marine service activities. The owner of the Subject Property, as well as the adjacent parcels at 790, 800 and 820 NE 79th Street is MarineMax East, Inc., a Delaware corporation authorized to do business in the Florida. MarineMax, Inc., a Delaware corporation authorized to do business in Florida, operates at these four (4) addresses a Marine -Related Commercial Establishment, as defined in the Miami 21 zoning code, under the trade name, MarineMax. Under Miami 21, the area along NE 79th Street from Biscayne Boulevard on the North and South sides of 79th Street to the 79th Street Causeway is a commercial corridor designated as T5-0 Urban Center which consists of higher density mixed-use building types that accommodate retail and office uses, rowhouses and apartments. Marine -Related Commercial Establishments are allowed by Warrant in T5-0 Urban Center areas. The purpose of this application is to extend the boundary between the T5-0 and T5 -R areas by approximately 60 feet or less to reflect the actual use of the Subject Property for the last thirty (30) or more years and to allow for a Certificate of Use application for the Marine - Related Commercial Establishment. The Subject Property is flanked to the North by T5-0 areas, to the West by T5-0 areas and to the East by two lots designated as T5 -R and to the South by the Little River Canal. On the South of the Little River Canal is an area of single-family homes designated as T3 -R. The character of the entire area including the Subject Property is higher density mixed use building types many of which are Marine -Related Commercial Establishments which operate on the Little River Canal which provides deep -water access to Biscayne Bay. The proposed increase in intensity from R -Restricted to O -Open within the same T5 Transect Zone will not be out of scale with the remainder of the corridor; rather, it will simply extend the boundary for the intensity of uses within the T5 Transect Zone. The requested rezoning will not negatively impact the character of the commercial corridor or the surrounding multi -family residential properties. The requested rezoning of the Subject Property requires an amendment to the Miami Comprehensive Neighborhood Plan Future Land Use Map designation the current Medium Density Multifamily Residential to Medium Density Restricted Commercial with no change in the density of 65 units per acre. An application for such an amendment to the MCNP is being filed at the same time as the Rezoning Application. A Marine -Related Commercial Establishment is allowed by Warrant in Medium Density Restricted Commercial while it is not allowed in Medium Density Multifamily Residential, thus, both the Rezoning and Comprehensive Plan Amendment Applications are necessary and appropriate for the continuation of the Marine -Related Commercial use that has existed on the Subject Property for 30 or more years. ' �.^. I ... .u.,..,»1 i,...;a �..k.,a� �•��' " tivn., i"'�' Ld L A L5�14'S�' ^amtl f :dW$uiaba'�.tadkb#' ^N I NCt 11k I lit � „ m^ 'p �; I �► S RA ' oil l1:'tl il:lVil i I ifitIll • i�kir �� %, � A If! Y• I NCt 11k I lit � „ m^ 'p �; I �► S RA • i�kir �� %, � A Y• I NCt 11k I lit � „ m^ 'p �; I �► S RA lC N1Yr ry��� '1f �q� M.ryRif L A.' f y i M b MFi yb 7i -: »y �w. f V { h. t cYL` •. � � �"" 61'l31.rZlUi �. t �1 1 1 r - _ yb 7i -: »y �w. Page 1 o 7/25/20 '1 13 Gkabfa _ 111 ■ - J � g tl f 1111/� ■ ■ u■: m■■ oum .�► I�� 1 {11111■■! am n�murnnn uuunm� �� -� �' ■■■■ it lllraifi,lft/I�rir.� 1111111111� ■■■u uun■umu m un ■un■. Ilfllfl{.e. �.nrn namunr.■uinni■m■ru■ - lIIIl11111� � ■ r■rrr nr■■ur■rr' rrrrrrrrrrr■■■u■ 11 �l{Ifflr _ ■ nru■ +►r■t■i■mr ■■�rrrrrrr■r■■� " 11 Illllllllli anunurumu■inuunr■■nnmu LOT 20,SLOCK 21 SHOR CREST NOT A PART II'lll��lll'� �■iiiiiiiiiii�iiiiii�iu�i�� ' ' LOCATIONSKETCH -.�- gfie yy 8v NQfy 1. Ab iruWmenN a/ mead reaeUirq msvnmLS fight o1 ry; mid w ownership ova /umished fo Nis xurrcjw aaxpf COU .FLORD& shpwrA 2 z Bmsingx are Oamd oa an axmmae .pwe a rrsfussi aroeg N. —t - .a of ,VE ]aN sr. ikdf /mfr Sq+d hF 3 Uatexs oth n roW mapsd ead a m t data ate m subsfanral ageeemeat _ 4. the Sime! Right-ol-Way abuffuy Nrs Pmyery orc phynmly open unless oMervee rc(M. ' M 5 Fnca awn<mtiP. it aY ras aafabG ad by N of means onfy, bat legal annership has not been dafamieM. haPd� 6. Set Imo Rpe a, R r;M -1 IN. (16' in RrgN by 0.2 sp— k hee, of a0 cmxis wJm otherritt i-a'mad� paw ym,� paled 7. riNouf the sgnahue fhe a/ginaf of a fkRida 6carued surveyor and moppv. P1e>K UJA/Ltr .baa 8. fb unrlvgrouM insfalbfionx a improrcmenN harc been bmfed At, df, hrt 9. The symAah M any) maecfed :n frte legend fW m the aurvry hove been enbryed / clpnty. Ne ryreMo/s bene loco �U Sefue fsab ®` i Y+afde Pbtted of 6w cents o1 Ne field kwfun and y net fepresenf fhe actual sirs a shape al fhe leaf. - la. 11;e sump, dd fat irvpxf Ne {roperfy Iar emvmmenfal hazards or jurisdK'fioml rem ', aSJ .2m+ Ss.v Meaub �, Sbee! "Nf TMr.•y�w.e Jf. the in,edan deeded an dvs map rewesenfs the results a/ Ne survey an Ne dote iMrcafed oM can m y be cwrsidemd as L� afug Ux 9a+vaf mndfdm erisfuq of Naf Gene. W iLadNfke i2 0ue to the f f Lia ald int fafials d yon' a specs 2 is fhe owner's r b le —L fW'R'" n9es erpre ag a esronsm fY N ravn9 msN'diwu far aansbaa6a,. �a Smf fapd 4r 1 ._alDmN a86 Nfn — _;F4q tlL SOUTH,DAHGEa2D ,M" DE COU .FLORD& SCALE.' J'.da0 0 O Z LOT 1 LYSE DI J], T 22.2, Or —AT CREST, ALYNiMNC l0 ItfS PIAT IIEREDF RGLVROED atPUT woe I0. PACE N OF INE O &v PU6UL RrC0.4as OF AIAMI-D10C (VUh')Y. /L(M/M Q h Q 51 U Z a y v W � Z Q SLUR! :JR -S s Ralir, 1 pec C O I f/FAfSY f:fhTlFl: Naf Na prtyery ar shorn mad dela W hefaaa ras pepamd undo av suparvii —that lhao m !n 9rountl encroochmenfa ankss oMeneise. ahorn, elm that Nde aeundory SL y mvola Aha A4nmum T real Stead ,L, sof Iwth by the Flofida It of p"""""'- ro( rood Su � and Hoppers in ChoPter 61G17-6. Rmida Admindbatiro PfiW. N4 -1-OW Cadt J_.am fa Sech'an 47202], Fba a Sfafufes. A ,, Nat the eJefeh hefeon u frva and —eet le fhe heeal al my ac9 . „r keeel., and he f. 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