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HomeMy WebLinkAboutIII.3. Site Utility Study(Revised September 2009) ® August 2008 SITE UTILITY STUDY CIVICA MEDICAL CENTER ON JACKSON MEMORIAL CAMPUS City of Miami, Florida MAJOR. USE SPECIAL, PERMIT PREPARED FOR: SWERDLOW DEVELOPMENT COMPANY.' 3390 Mazy Street, Suite 200 Coconut Grove FL, 33133 KHA Project No.: 043273000 Prepared by: KWLEYWORNAND ASSOCIATES, INC 1691 MICHIGANA VENUE, SUITE 400 MIAMI BEACH F11 33139 ®� Kimley-Morn and Associates, Inc, TABLE OF CONTENTS Section Page I. INTRODUCTION 2 II. DRAINAGE 3 III. WATER DISTRIBUTION SYSTEM 4 IV. SANITARY SEWER COLLECTION SYSTEM 5 V. SOLID WASTE GENERATION 6 APPENDICES Appendix A...........................................................................PreliminayDrainage Calculations Appendix B..............................................................................Miscellaneous Drainage Maps Appendix C................................................................................. Water and Sewer Atlas Sheets Appendix D......................................................................................Pump Station Information Appendix E......................................................................................Sunshine State One Call Information Appendix F ............ ................................................ Miami -Dade County Property Appraisal Map Civica Medical Campus on Jackson Memorial Campus Site Utility Study Page 1 Site Utility Study I. Introduction Kenley -Horn and Associates Inc., (KHA) on behalf of the Swerdlow Development Company, has prepared this site utility study. The Civica Medical Center on Jacluon Memorial Campus is a proposed mixed-use development to be located on the southeast corner of NW 14th Street and NW 11"' Ave, north of SR 836 Expressway on 1.82 acres+/- of land, in the City of Miami, Florida, folio # 01-3135-055-0020, (see Site Location Map -Fig 1). The Civica Medical Center on Jackson Memorial Campus project shall consist of one 25 story tower consisting of office space, medical offices and retail area. Table 1, below depicts the details of the proposed project. Table 1: Project Summary Occupancy Units Floor Area (SO Retail - 17,257 Physician Offices - 251,183 Hospital administration Office - 300,000 Civica. Medical Campus on Jackson Memorial Campus Site Utility Study Page 2 Figure 1: -jice Location ivlap II. Drainage A. Existing Private DrainaL-e According to the survey performed by Schweblce-Shisldn & Associates, hie. there are ten (10) existing drainage inlets visible within the property. Constriction of the proposed development will require that the existing storm water management system be demolished, and a new storm water management system be installed. B. Probosed Drainage Svstem The drainage system for the proposed development will consist of a combination of drainage wells and exfiltration trench, to facilitate onsite disposal of storm water runoff. In accordance with Section D-4, "Water Control", of Part 2 of the Miami -Dade County Public Works Manual, the 5 -year 24-hour design storm event will be used to design the new storm water management system. Based on preliminary calculations, it is anticipated that six (6) 24" drainage wells will provide sufficient capacity to dispose of the storm water runoff generated by the proposed development, Civica Medical Campus on Jackson Memorial Campus Site Utility Study Page 3 Z NW 16TH TE I rn z NW 15TH ST 15 T PROPOSED NW 14TH TE PROJECT NW 14TH ST U U _ Q F NW 13TH ST W 13TH ST °O _ R OQ� z' 00 Q T z NW 12TH ST N 1 T H S y z 0 ST Q Q II. Drainage A. Existing Private DrainaL-e According to the survey performed by Schweblce-Shisldn & Associates, hie. there are ten (10) existing drainage inlets visible within the property. Constriction of the proposed development will require that the existing storm water management system be demolished, and a new storm water management system be installed. B. Probosed Drainage Svstem The drainage system for the proposed development will consist of a combination of drainage wells and exfiltration trench, to facilitate onsite disposal of storm water runoff. In accordance with Section D-4, "Water Control", of Part 2 of the Miami -Dade County Public Works Manual, the 5 -year 24-hour design storm event will be used to design the new storm water management system. Based on preliminary calculations, it is anticipated that six (6) 24" drainage wells will provide sufficient capacity to dispose of the storm water runoff generated by the proposed development, Civica Medical Campus on Jackson Memorial Campus Site Utility Study Page 3 Preliminary drainage computations for the project areas are provided in Appendix "A". An exfiltration system maybe an alternate choice for the proposed drainage system but the feasibilitywill depend on the onsite soil percolation capacity. The final drainage design for the project should be in conformance with the requirements of the Miami -Dade County DERM Water Control Section, Florida Department ofEnviromnental Protection, and other local, state and federal regulatory agencies having jurisdiction over the project. C. Floodplain Mana eg ment Proposed project site grade elevations shall be designed to meet the flood criteria according to Federal, State, and Miami -Dade County standards as follows: 1. The subject project is located in PANEL 180 of COMMUNITY -PANEL NUMBER 1202500180 J of the Flood Insurance Rate Map (FIRM). According to the National Flood Insurance Program, the site is located within FEMA Flood Zone X, areas located outside of the 500 -year floodplain. (Refer to Appendix "B" -"Miscellaneous Drainage Maps" for the FEMA FIRM map) 2. The Average October ground water level elevation is estimated to be 2.0 ft NGVD. This elevation should be used to compute the capacity of the exfiltration trenches. (Source: Dade County Department of Environmental Resource Management & Miami -Dade County Public Works Manual, Volume H — Design Standard Detail WC 2-2). The October Water Table Map has been included in Appendix `B". III. Water Distribution System The water mains owned and operated by the Miami -Dade Water and Sewer Department (MDWASD) in the vicinity of the project is shown in the Table 2. Table 2: Existing Water Mains Location Between Water Main(s) NW 14th Street NW l It" Avenue and NW 10th Avenue 8" Within private N/A 2" property limits Civica Medical Campus on Jackson Memorial Campus Site Utility Study Page 4 In accordance with Miami -Dade Water and Sewer Department (MDWASD) criteria, the developer may be required to construct a new 12 -inch ductile iron (DI) water main along the adjacent portion of NW 14`' Street, and connect to the existing 12" water main located in NW 1 Vh Avenue. In addition, if the existing 2" watermain within the project limits is in conflict with the proposed improvements, it will need to be removed, Any easements associated with said watermain may need to be vacated. 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 sei vice meters will be installed by MDWASD forces at owner's expense. Water service meters would need to be purchased at the owner's expense and installed by MDWASD forces. See Appendix "C" for a copy of the MDWASD water atlas sheet for the project area. IV. Sanitary Sewer Collection System The sanitary sewer mains owned and operated by the Miami -Dade Water and Sewer Department (MDWASD) in the vicinity of the project is shown in the Table 3. Table 3: Existing Sanitary Sewer Mains Location Sanitary Sewer Main(s) NW 14`' Street 8" Gravity Line 8" Force Main (proposed) Within private property limits p 8" Gravity Line MDWASD Pump Station # 45 receives the flows from the existing gravity lines within the vicinity of the proposed development area. Prior to December 2008, this station had been under conditional moratorium. In December, 2008, improvements required to lift the moratorium were completed. However, since that time, Miami -Dade County has been unable to obtain valid ET readings on the pump station and the pump station remains "on hold for further review" (see Appendix "D"). Miami - Dade DERM may not accept new flow allocations until the pump station begins transmitting regular operational data readings. It is expected that the existing force main may have capacity to receive additional flow from the proposed development but the final determination regarding the status of the existing transmission system and the need for possible improvements will not be made without a request for a water and sewer agreement and the Sanitary Sewage System Capacity Certification Civica Medical Campus on Jackson Memorial Campus Site Utility Study Page 5 Letter is issued. A letter of availability and further coordination with MDWASD is recommended for the proposed sanitary sewer service connection points and requirements for this project. Please refer to Appendix "C" for the sewer atlas. Table 4: Water & Sewer Flow Generation Type of Occupancy Quantity Usage rate Average Daily Flow (gpd) Retail 17,257 sf 5 gpd / 100 sf 863 Physician Offices 251,183 sf 250 gpd per physician (assume 62,796 Hospital Administrative Offices 300,000 sf 1 physician per 1000 sf) 0.9 Hospital Administrative Offices 300,000 sf 10 gpd per 1 00s 30,000 Total Anticipated Flow Generated 93,659 gpd V. Solid Waste Generation Solid waste generated by this project will be collected in standard onsite 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 Type of Occupancy Quantity Usage Rate Total Solid Waste Generated (Tons/Day) Retail 17,257 sf 5 lbs/1000 sf/day 0.04 Physician Offices 251,183 sf .0108 tons/sf/year 7.43 Hospital Administrative Offices 300,000 sf 6 lbs/1000 sf/day 0.9 Total Anticipated Solid Waste Generated 4.00 Tons/Day Civica Medical Campus on Jackson Memorial Campus Site Utility Study Page 6 CIVICA MEDICAL COMPLEX ON JACKSON MEMORIAL CAMPUS City of Miami, Florida DRAINAGE CALCULATIONS: DRAINAGE WELLS (MASS DIAGRAM— DERMCRITERIA) 1. Site Data: A. Average Control Water Elevation (NGVD) _ B. County Flood Criteria Elevation (NGVD) _ C. F.LR.M. Base Flood Elevation (NGVD) = D. Adjacent Existing Road Crown Elevations: Highest (NGVD) = Lowest (NGVD) = E. Adjacent Existing Back -of -sidewalk Elevations: Highest (NGVD) = Lowest(NGVD) = F. Lowest proposed inlet elevation (NGVD) = 2. Total Property Area : A. Impervious Areas: a) Asphalt and concrete pavement = b) Roof areas = c) 1/3 of the NE building comer= Total Impervious Area (A) = B. Pervious areas: a) Green Areas = C. Total Contributing Drainage Area = 3. Weighted Runoff Coefficient (C): Runoff Coefficient Impervious (C1) _ Runoff Coefficient Pervious (C2) _ C=[(Al x Cl) + (A2 x C2)] / A; C x A = Total Contributing Area; (M-DCPW Manual Part 2 Section D4, Design 2.00 Standard WC 2.2) .5.00 - .(Per County Flood Criteria Map, See attachment) 9,00 (Zone X, Map No. 12025CO180J, See attachment) 7.2 (NW 14th Street) 5.0 (NW 14th Street) 7.3 (NW 14th Street) 5.1 (NW 14th Street) 5.75 1.820 Acres 0.770 Acres 0.660 Acres 0.591 Acres (in excess of property area) 2.021 Acres 0.390 Acres 2.411 Acres 0.95 0.30 C= 0.845 C x A = 2.04 Acres 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 -a"") + t (0.5895 + F_s")] Frequency (F) = 5 years - Frequency Curve Q = CIA, V = Qt; V(1 in.) = Qt(1 in:p tit in.) = Time to generate 1 inch of runoff V(1 in.) = ClAt(1 in.) 1" x A = CIAt(l in.) ; Solving for t(r in.), t(l in.) = 1" / (IC) Time to Generate one inch of run-off t(in) = 11.93 Min. Time to reach the inlet (tc,) = 10.00 Min. Total Time required to generate 1 in of runoff: = 21.93 Min. 03 - Drainage Well Cal—Je BASIN 5. Cumulative Runoff (Inflow Mass Diagram) Time CxA (acres) T (inches) Q (CFS) Accumulated Storm Runoff (CF) (Min.) (Sec.) 8 480 2.037 6.405 13.05 6,262 10 600 2.037 6.166 12.56 7,536 15 900 2.037 5.641 11.49 10,342 21.93 1316 2.037 5.046 10.28 13,524 30 1800 2.037 4.493 9.15 16,474 40 2400 2.037 3.956 8.06 19,342 50 3000 2.037 3.534 7.20 21,597 60 3600 2.037 3.193 6.50 23,418 90 5400 2.037 2.477 5.05 27,245 120 7200 2.037 2.023 4.12 29,670 180 10800 2.037 1.480 3.02 32,568 6. Drainage Well Design Discharge Rate: Based on well discharge rate of 750 GPM/ft. Head Well No. Lowest Inlet Rim Elev. (NGVD) Oct. Water Table elev. (NGVD) Headless due to Higher SG of Salt Water (ft.) Head Acting on Well (ft.) Well Discharge Rate (CFS) ' Well Structure Dimensions Width (ft.) Length (ft.) Well Structure Storage Volume (CF) DW -1 5.75 2.00 2,20 1.55 2.59 6.0 12.0 111.6 DW -2 5.75 2.00 2.20 1.55 2.59 6.0 12.0 111.6 DW -3 5.75 2.00 2.20 1.55 2.59 6.0 12.0 111.6 DW -4 5.75 2.00 2.20 1.55 2.59 6.0 12.0 111.6 DW -5 5.75 2.00 2.20 1.55 2.59 6.0 12.0 111.6 DW -6 5.75 2.00 2.20 1.55 2.59 6.0 1 12.0 111.6 Well Discharge Rate (CFS) 15.54 Total Storage (CF) 669.60 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) = 10.28 CFS Vd = Detention Volume (CF) =Qd x 90 sec. = 924.97 CF Vm = Detention Volume Per Well (CF) = 184.99 CF W = Width of Well Structure (ft.) = 6.0 ft. L = Length of Well Structure (ft.) = 12.0 ft. H.j.. is the minimum depth required from the top of well casing to the floor of the well box to achieve 90 second detention time: H„ n. (fl.) = Vdi / (W x L) = 2.60 ft: Depth from top of casing to bottom of well box 8. Excess storm water runoff excluding well stricture storage: Time Well Discharge Rate (CFS) Accumulated Well Discharge Volume (CF) Accumulated Storm Runoff (CF) Total Overflow Volume (CF) (Mn.) (Sec.) 8 480 15.54 7,460 6,262 -1,198 10 600 15.54 9,325 7,536 -1,789 15 900 15.54 13,987 10,342 -3,646 21.93 1,315.86 15.54 20,450 13,524 -6,927 30 1800 15.54 27,975 16,474 -11,500 40 2400 15.54 37,299 19,342 -17,958 50 3000 15.54 46,624 21,597 -25,027 60 3600 15.54 55;949 23,418 -32,532 90 5400 15.54 83,924 27,245 -56,679 120 7200 15.54 111,898 29,670 -82,229 180 10800 15.54 167,848 32,568 -135,279 9. Excess storm water runoff including well structure storage: Time Accumulated Storm Runoff (CF) Storage in Well Structure (CF) , Accumulated Well Discharge Volume (CF) Total Overflow Volume (CF) (Min.) (Sec.) 8 480 6,262 670 7,460 -1,867.23 10 600 7,536 670 9,325 -2,458.12 15 900 10,342 670 13,987 -4,315.15 21.93 1,315.86 13,524 670 20,450 -7,596.25 30 1800 16,474 670 27,975 -12,169.86 40 2400 19,342 670 37,299 -18,627.35 50 3000 21,597 670 46,624 -25,696.82 60 3600 23,418 670 55,949 -33,201.23 90 5400 27,245 670 83,924 -57,348.28 120 7200 29,670 670 111,898 -82,898.14 180 10800 32,568 670 167,848 -135,948.86 Safety Factor SKII Safety Factor 1.56% APPENDIX B: MISCELLANEOUS!), MAPS ® JE1691 Michigan Avenue CIVICA MEDICAL CENTER �® Suite 400 ON JACKSON MEMORIAL CAMPUS Miami Beach, Florida 33139 Kimley-Horn and Associates, Inc. Phone: 305-673-2025 FEMA FLOOD INSURANCE RATE MAP Fax: 305-673-4882 CITY OF MIAMI, FLORIDA ®®® 1691 Michigan Avenue CIVICA MEDICAL CENTER — Suite 400 Miami Beach, Florida 33139 ®N JACKSON MEMORIAL CAMPUS Kimley-Horn and Associates, Inc. Phone: 305-673-2025 Fax: 305-673-4882 FLOOD CRITERIA MAP k �.. 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FLORIDA I - '112-L-4 7193 2932 7930 d- 2 ] ] 3 40 it -40. 1 7w 1 T�R % Orr 4 12'• 6" } 2820 32792932 8753 r ,= N ] 1 w 6rf 8" 14 ST 1. w t -8m Zn n d 3 7460 7 0 1 8 ] 36 79 3 ] ] 7102 3 , 1 7126 r A� 3 7 90 1 g36 1 s�- 712 6 2n 5 7265 A bF »: Z [i R c? 8" v 8262 . 1 ] 458 8262 1 2 2 r/ > 6 Q cm 8262 3 z 6p 8262 = 7930 2 N 1 04 It c'x— w �66 as 14256 os 2005.603— r ; Y.S. 02116106 e 3 I � � i 2 4107 1 rk 1 �kS 162 4255 �4 � 63 r ` 1 4254 ODr 17�21 N24 1 22 61 743 731 r4310 41,53 17' �� 4 230 7 730 1+6 NW 14 TER I� 4213 7 '� 755 729 12 751 4720 4229 179 4 w 14 ST 52Hop ovEp 1753 7 554 23 41 Bo Hop rev R 4244 14183 4182 23,q 1 1 1 394 4223 .� 9 t/avEfl 1 771769 C2.1 33 4 N �2 7 994 O 4 968 r 4314 N AT 2 l 1 375 I 14228 40 7 1 . 7A I� 14DP OVER 76B Be 1488 7 4211 �\� 7 36AA y 4222 �.:,. 43152 8+5'lj 5489 34A 1 4, 1fi,� g 776 78 4250 779 1 777 780 431$ 35A �.7 r775 HOP OVER .::.. � 29 3n� � 2 9 Sanitary Sewer Pump Stations Database Pump Station Monthly Information Pump Station: 30 - 0045 UNINCORPORATED DADE COUNTY 1100 NW 14 ST Station Category: ET Moratorium: CH COMPLETED, ON HOLD FOR FUR-rHER REVIEW Section -Township - Range: 35 - 53 - 41 Type: C❑ Class: FL Speed: M H.P.: +� Peak Factor (last 7 entries): 2.40 Number of Pumps: 2 Moratorium in effect since: 12/22/2008 Generator: ❑U Telemetry: ❑N ET Clock: [ Peak Modified Date: Factor: By: Yearly NAPOT (hrs): 6.05 2.40 TRANSFER 01/27/2007 Reserved Flow (gpd): 0 Projected Napot (hrs): 6.05 Used Capacity (%): 60.50 Stn Gross Capacity (gpd): 1,281,600 Station Reduction Factor: 1.00 Stn Net Cap Certified (gpd): 0 Station Net Capacity (gpd): 1,281,600 Indicated Flow (gpd): 323,070 7/8/2009 0.01 0.01 N 2 :MANUAL ENTRY 6/10/2009 0.01 0.01 N 2 MANUAL ENTRY 5/13/2009 0 0 N 2MANUAL'ENTRY 4/8/2009 0.01 0.01 N 2 MANUAL ENTRY 3/11/2009 0.01 '0.01 N 2 MANUAL ENTRY 3/11/2009 0.01 0.01 N 2 MANUAL ENTRY 2/11/2009 0:01 0.01 N 2 MANUAL_ENTRY 1/14/2009 0.01 0.01 N 2 12/10/2008 0.01 0.01 N 2 11/12/2008 0.01 0.01 N 2 AC TO CH, HOURS NOT REPORTED. RN 12/30/08 10/8/2008 6.05 6.05 Y 2 CM TO AC, SEE :COMMENTS.IRN 12/22/08 NEUMAR 08/24/2009 NEUMAR 07/29/2009 NEUMAR" 06/26/2009 NEUMAR 05/28/2009 NEUMAR 04/24/2009 NEUMAR 04/24/2009 NEUMAR 03/24/2009 NEUMAR 02/25/2009 NEUMAR 01/23/2009 NEUMAR 12/24/2008 NEUMAR 11/25/2008 Generated: 9/21/2009 - 02:06 PM Page 1 of 1 • YOUR TICKET NUMBER IS 234809171. Ticket : 234809171 Rev:000 Taken: 08/21/08 21:25ET State: FL Cnty: DADE GeoPlace: MIAMI CallerPlace: MIAMI Subdivision: Address 1100 Street NW 14TH ST Cross 1 NW 11TH ST Within 1/4 mile: Y Locat: ENTIRE PROPERTY Remarks : DESIGN TICKET FOR CIVICA TOWERS KHA PROJECT NUMBER 043024000 NW 11TH AVENUE AND NW 14TH STREET In response to receipt of a design ticket, SSOCOF provides the originator of the design ticket with a list of SSOCOF members in the vicinity of the design project. SSOCOF does not notify SSOCOF members of the receipt by SSOCOF of a design ticket. It is the sole responsibility of the design engineer to contact SSOCOF members to request information about the location of SSOCOF members'' underground facilities. Submission of a design ticket will not satisfy the requirement of Chapter 556, Florida Statutes, to notify SSOCOF of an intent to excavate or demolish. That intent must be made known specifically to SSOCOF in the manner required by law. In an effort to save time on future calls, save your design ticket number if you intend to begin excavation within 90 days of your design request. The design ticket can be referenced , and the information on it can be used to save time when you call in the excavation request. *** LOOKUP BY MANUAL *** Grids : 2547D8012B 2547C8012B 2547D8012A 2547C8012A Work date: 08/25/08 Time: 23:59ET Hrs notc: 040 Category: 6 Duration: UNKNOWN Due Date : 08/25/08 Time: 23:59ET Exp Date : 09/22/08 Time: 23:59ET Work type: DESIGN Boring: N White -lined: N Ug/Oh/Both: U Machinery: N Depth: UNK Permits: N N/A Done for : DESIGN Company KIMLEY-HORN AND ASSOCIATES Type: CONT Co addr 1691 MICHIGAN AVE Co addr2: SUITE 400 City MIAMI BEACH State: FL Zip: 33139 Caller MICHAEL MARRERO Phone: 305-673-2025 BestTime: 8-5 Fax 305-673-4882 Email MICHAEL.MARRERO@KIMLEY-HORN.COM Submitted: 08/21/08 21:25ET Oper: MIC Chan: WEB Mbrs . CC1282 -- COMCAST CABLE 18601 NW 2nd Ave Miami, FL 33169 Level 1: Member does not provide this service. Level 2: Member does not provide this service. Level 3: Member does not provide this service. Level 4: Member does not provide this service. DCPWT AURELIO DEL VALLE 305-592-8925 Ext: 258 PUBLIC WORKS - MDC FAX 305-477-6422 7100 NW 36TH ST MIAMI, FL 33166 Level 1: SERVICES NOT PROVIDED BY MEMBER Level 2: SERVICES NOT PROVIDED BY MEMBER Level 3: SERVICES NOT PROVIDED BY MEMBER Level 4: SERVICES NOT PROVIDED BY MEMBER EC1870 CHRIS PANCIONE**** 954-596-2559 FIBERLIGHT LLC. FAX 954-596-2569 792 S MILITARY TRL DEERFIELD BEACH, FL 33442 Level 1: SERVICES NOT PROVIDED BY MEMBER Level 2: SERVICES NOT PROVIDED BY MEMBER Level 3: SERVICES NOT PROVIDED BY MEMBER Level 4: SERVICES NOT PROVIDED BY MEMBER FDOT06 THOMAS MILLER 305-470-5830 Ext: 1033 FLORIDA DEPARTMENT OF TRANSPORTATION 6 FAX 305-470-6969 1001 NW 111TH AVE MIAMI, FL 33172 Level 1: SERVICES NOT PROVIDED BY MEMBER Level 2: SERVICES NOT PROVIDED BY MEMBER Level 3: SERVICES NOT PROVIDED BY MEMBER Level 4: SERVICES NOT PROVIDED BY MEMBER FPLCEO TRACY STERN** 800-868-9554 FLORIDA POWER & LIGHT 5910 E HWY 100 PALM COAST, FL 32164-2342 Level 1: NO FEE Level 2: SERVICES NOT PROVIDED BY MEMBER Level 3: SERVICES NOT PROVIDED BY MEMBER Level 4: SERVICES NOT PROVIDED BY MEMBER FPLDAD TRACY STERN** 800-868-9554 FLORIDA POWER & LIGHT 5910 E HWY 100 PALM COAST, FL 32164-2342 Level 1: NO FEE Level 2: SERVICES NOT PROVIDED BY MEMBER Level 3: SERVICES NOT PROVIDED BY MEMBER Level 4: SERVICES NOT PROVIDED BY MEMBER FPLFOD ISRAEL LOPEZ** 305-552-2024 FPL FIBERNET FAX 305-552-2411 9250 W FLAGLER ST, MAIL STOP FN/GO MIAMI, FL 33174 Level 1: NO CHARGE Level 2: SERVICES NOT PROVIDED BY MEMBER Level 3: SERVICES NOT PROVIDED BY MEMBER Level 4: SERVICES NOT PROVIDED BY MEMBER FPLSUT SEYED HAJASSADOLLAH** 305-228-5290 FLORIDA POWER & LIGHT FAX 305-228-5295 158 MACARTHUR CSWY MIAMI BEACH, FL 33139 Level 1: NO CHARGE Level 2: SERVICES NOT PROVIDED BY MEMBER Level 3: SERVICES NOT PROVIDED BY MEMBER Level 4: SERVICES NOT PROVIDED BY MEMBER INTECH PETER J. COLLIS 786-256-1554 Miami -Dade Enterprise Technology Servic FAX 305-273-4113 10300 SW 72ND ST, STE4358 MIAMI, FL 33173 Level 1: Level 2: Level 3: Level 4: MCIU01 INVESTIGATIONS 972-729-6016 MCI FAX 972-656-6022 2400 N. GLENVILLE RICHARDSON, TX 75082 Level 1: $0 Level 2: SERVICES NOT PROVIDED BY MEMBER Level 3: SERVICES NOT PROVIDED BY MEMBER Level 4: SERVICES NOT PROVIDED BY MEMBER MDWS PHILLIP TORRES 786-268-5214 MIAMI DADE WATER SEWER 3575 S LEJEUNE RD MIAMI, FL 33157 Level 1: Level 2: Level 3: Level 4: PGSND YVONNE GOLDMAN 954-453-0824 TECO PEOPLES GAS- SOUTH FLORIDA 5101 NW 21ST AVE SUITE 460 FT LAUDERDALE, FL 33309 Level 1: Level 2: Level 3: Level 4: QST885 KIM JORDAN 303-707-3675 QWEST COMMUNICATIONS FAX 303-707-3049 700 W MINERAL AVE NE J31.2 LITTLETON, CO 80120 Level 1: Call for fee. Level 2: Call for fee. Level 3: Call for fee. Level 4: Call for fee. SBF23 STEVEN B MASSIE ATT/ DISTRIBUTION 9101 SW 24TH ST MIAMI, FL 33165 Level 1: FEE TO BE DETERMINED Level 2: NOT PROVIDED BY MEMBER Level 3: FEE TO BE DETERMINED Level 4: NOT PROVIDED BY MEMBER LS1104 HT1010 EL1577 305-222-8745 FAX 305-221-7652 Service Area Contact Phone Number Utility Type Day: CC1282 COMCAST Alt: CATV & FIBER CABLE Emerg: 305592892525 Day: 8 DCPW DADE COUNTY AURELIO DEL Alt: TRAFFIC/STR T PW & TRAFFIC VALLE LIGHTS Emerg Day: 9545962559 ECI870 FIBERLIGHT LLC, CHRIS PANCIONE**** Alt: FIBER OPTICS Emerg: 305470583010 Day: FLORIDA 33 FDOTO DEPARTMENT OF THOMAS MILLER Alt: FIBER OPTIC 6 TRANSPORTATIO N 6 ITS Emer g: FLORIDA POWER Day: 8008689554 FPLCE & LIGHT - TRACY STERN** Alt: ELECTRIC O DOWNTOWN MIAMI Emerg: Day: 8008689554 FPLDA FLORIDA POWER TRACY STERN** Alt: ELECTRIC D & LIGHT--DADE Emerg: Day: 3055522024 FPLFO FPL FIBER OPTIC ISRAEL LOPEZ** Alt: FIBER OPTIC D SOUTH CABLES Emerg: FLORIDA POWER SEYED Day: 3052285290 FPLSU T & LIGHT-- HAJASSADOLLA Alt: ELECTRIC TRANSMISSION H** Emerg: Miami-Dade Day: 7862561554 INTEC H Enterprise Technology PETER J. COLLIS Alt: FIBER OPTICS Services Dept, Emerg: Day: 9727296016 MCIUO MCI INVESTIGATIONS Alt: COMMUNICATIO 1 NS / FIBER OPTIC Emerg: Day: 7862685214 MDWS MIAMI-DADE PHILLIP TORRES Alt: WATER AND WATER & SEWER SEWER Emerg: TECO PEOPLES 9544530824 PGSND GAS SOUTH YVONNDay: Alt: GAS FLORIDA GOLDM OLDMAN Emerg: QWEST Day: 3037073675 QST885 COMMUNICATIO KIM JORDAN Alt: FIBER OPTIC NS Emerg: Day: 3052228745 SBF23 ATT/ STEVEN B Alt: TELEPHONE DISTRIBUTION MASSIE Emerg: My Home Miami -Dade County, Florida MIAMI - Property Information Map Digital Orthophotography - 2007 0 136 ft This map was created on 9/21/2009 2:04:24 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. 91 �Itkee`?' Summary Details: Folio No.: 01-3135-055-00_2.0 Property: 1050 NW 14 ST Mailing MIAMI HOTEL Address: INVESTMENTS LTD Living Units: 1050 NW 14 ST MIAMI FL d' Sq Footage: 93,929 33136-2105 Property Information: Prima Zone: 14800 OFFICE CLUC: 0021 HOTEL Beds/Baths: 214/316 Floors: 5 Living Units: 214 d' Sq Footage: 93,929 Lot Size: 179,105 SQ FT Year Built: 1980 Legal Description: MEDICAL CENTER IST DDN PB 113-69 TRACT D 1.816 AC M/L LOT SIZE 79105 SQ FT OR 17895-4444 1297 1 OR 17895-4444 1297 00 Assessment Information: Year: 2009 1 2008 Land Value: $1,977,6251$1,977,62F Building Value: $2,343,950 $2,343,950 Market Value: $4,321,5751$4,321,575 Assessed Value: $4,321,5751$4,321,575 Taxable Value Information: Year: 2009 2008 Sale O/R: Applied Applied Taxing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $0/ $4,321,575 $0/ $4,321,575 County: $0/ $4,321,575 $0/ $4,321,575 City: $0/ $0/ $4,321,575 $4,321,575 School Board: $0/ $4,321,575 $0/ $4,321,575 Sale Information: Sale Date: 12/1997 Sale Amount: $3,550,000 Sale O/R: 17895-4444 Sales Qualification Description: Sales which are qualified View Additional Sales