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HomeMy WebLinkAboutIII.3. Site Utility Study■ August 2008 SITE UTILTTY STUDY CIVICA MEDICAL CENTER ON .JACKSON MEMORIAL CAMPUS City of Miami, Florida MAJOR. USE SPECIAL PERMIT PREPARED FOR: SWERDLOW DEVELOPMENT COMPANY 3390 Mary Street, Suite 200 Coconut Grove FL, 33133 THA Project No.: 043273000 Prepared by: KIML Y-HORNAND ASSOCIATES, INC. 1691 MICHIGANAVENUE, SUITE 900 MIAMI BEA C11, I'I, 3 3139 ®� Kimley-Morn and Associates, Inc. TABLE OF CONTENTS Section Page I. INTRODUCTION 3 II. DRAINAGE 4 III. WATER DISTRIBUTION SYTEM 6 IV. SANITARY SEWER COLLECTION SYTEM 7 V. SOLID WASTE GENERATION Civica Medical Campus on Jackson Memorial Campus Site Utility Study Page 1 APPENDICES Appendix A........................................................................... Preliminary Drainage 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 Civiea Medical Campus on Jackson Memorial Campus Site Utility Study Page 2 Site Utility Study I. Introduction Kimley-Horn and Associates Inc., (KHA) on behalf of the Swerdlow Development Company, has prepared this site utility study. The Civica Medical Center on Jackson 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 22 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 - 19,915 Medical Office - 85,752 Office - 462,773 Civica Medical Campus on Jackson Memorial Campus Site Utility Study Page 3 Figure 1 C . • T T T �><>ce;<,oca>c><on Map J Z NW 16TH TE rn z NW 15TH ST 15 T PROPOSED NW 14TH TE PROJECT NW 14TH ST U I Q I- NW 13TH ST W 13TH ST °D _ R OC z 00 a T z NW 12TH ST v M Tho M z�Tti N N 1 TH ST 6 Q II. Drainage A. Existing Private Drainage According to the suivey performed by Schwebke-Shiskin & Associates, Inc. there are ten (10) existing drainage inlets visible within the property. Construction 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. Proposed Drainage System 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 Civica Medical Campus on Jackson Memorial Campus Site Utility Study Page 4 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. Preliminary drainage computations for the project areas are provided in Appendix "A". An exfiltration system may be an alternate choice for the proposed drainage system but the feasibility will 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 of Environmental 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: The subject project is located in PANEL 180 of COMMUNITY -PANEL NUMBER t 2025C0 t 80 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". Civica Medical Campus on Jackson Memorial Campus Site Utility Study Page 5 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 14"' Street NW 11th Avenue and NW 10th Avenue 8„ Within private N/A 2" property limits 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 14th Street, and connect to the existing 12" water main located in NW 11 th 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 service 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. Civica Medical Campus on Jackson Memorial Campus Site Utility Study Page 6 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. The existing pump station # 45 is currently under conditional moratorium and the reconstruction work is expected to be completed 12/31/2008 (see Appendix "D"). The design capacity and anticipated flow information for the existing pump station is currently not available and no gravity connection will be allowed before the completion of the existing pump station upgrades. 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 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. Civica Medical Campus on Jackson Memorial Campus Site Utility Study Page 7 Table 4: Water & Sewer Flow Generation Type of Occupancy Quantity Usage rate Total Average Daily Flow(gpd) Medical Office 85,752 sf .0108 tons/sf/year 2.54 Retail 19,915 sf 5 gpd per 100sf 996 Office 462,773 sf 250 gpd per physician 1.39 Medical Office 85,752 sf (assume 1 physician per 21,438 1000 so Office 462,773 sf 10 gpd per 100sf 46,277 Total Anticipated Flow Generated 68,711 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/Da Medical Office 85,752 sf .0108 tons/sf/year 2.54 Retail 19,915 sf 5 lbs/1000 sf/day 0.05 Office 462,773 sf 61bs/1000 sf/day 1.39 Total Anticipated Solid Waste Generated 4.00 Tons/Day Civiea Medical Campus on Jackson Memorial Campus Site Utility Study Page 8 APPENDIX A: PRELIMINARY DRAINAGE CALCULATIONS CIVICA MEDICAL COMPLEX ON JACKSON MEMORIAL CAMPUS City of Miami, Florida DRAINAGE CALCULATIONS." DRAINAGE WELLS (MASS DIAGRA M'= DERMCRITERIA 1. Site Data: A. Average Control Water Elevation (NGVD) _ B. County Flood Criteria Elevation (NGVD) _ C. F.I.R.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 corner = 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 CI) + (A2 x C2)] / A; C x A = Total Contributing Area; (M-DCPW Manual Part 2 - Section D-4, Design 2.00 Standard WC 2.2) 5.00 (Per County Flood Criteria Map, See attachment) 9.00 (Zone X, Map No. 12025COI80J, See attachment) 7.2 (NW 14th Street) 5.0 (NW l4thStreet) 7.3 (NW 14111 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-0"') + t (0.5895 + F-"')] Frequency (F) = 5 years - Frequency Curve Q = CIA, V = Qt; V(t ia,) = Qt(t i,,,), t(t ;,,.) = Time to generate 1 inch of runoff V(t in.) = CIAt(i in.) I" x A = CIAt(t i".) ; Solving for t(i ;t(i i„ .) = 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. Drainage Well -Is BASIN 5. Cumulative Runoff (Inflow Mass Diagram) Time CxA (acres) I=, (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. (NGUD) Headloss due to Higher SG of Salt Water. (ft.) Head Acting on Well (ft.) Well Discharge Rate (CFS) Well Structure Dimensions Width (ft.) Length; (A.):- 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 1 5.75 2.00 2.20 1.55 2.59 6.0 12.0 111.6 111.6 111.6 111.6 DW -4 5.75 2.00 2.20 1.55 2.59 6.0 12.0 DW -5 5.75 2.00 2.20 1.55 2.59 6.0 12.0 DW -6 5.75 2.00 2.20 1.55 2.59 6.0 12.0 Well Discharge Rate (CFS) 1 15.54 1Total Storage (CF) 1 669.60 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 Vd, = 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,,,;,,, 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,,,i,,. (ft.) = Vdl / (W x L) = 2.60 ft.=Depth from top of casing to bottom of well box 8. Excess storm water runoff excluding well structure storage: Time Well Discharge Rate (CFS) Accumulated Well ` Discharge Volume (CF) Accumulated Storm Runoff (CF).. Total Overflow` " " Volume (CF) (Min.) (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 1 15.54 167,848 32,568 1 -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 1 10800 1 32,568 670 167,848 -135,948.86 Safety Factor 1.51% Safety Factor 1.56% APPENDIX B: MISCELLANEOUS DRAINAGE MAPS JE - 1691 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 twr CITY OF MIAMI, FLORIDA -ZONE X Nw 25D+ 5T 24TH 5Tit :; NW 24 fit ST - _ Nw - 1'T -.. - tt TGNw - FI 23RD t9TH 5T > D Si __ Nw 22NO IC .:,,I.,,w... wx - uw t9Tvt S1 Nw ►BT14 iC r1 yT Cit 0 f � NW 101H ST ri FJw .ilSl 1'C lei i m NY z rii tow 2`tsl TIC �. tow 17711 .T TE _ m - 120650 .a... y tsT S, Nw ..,,. Nw 16M 1Colt4 t4, T ST 1E i� JE - 1691 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 twr CITY OF MIAMI, FLORIDA -ZONE X 07 tt TGNw t9TH 5T > wx uw t9Tvt S1 Nw ►BT14 iC r1 yT Cit 0 f � NW 101H ST TI{ ST .... «». lei i m tow 17711 .T m - 120650 ..,,. Nw 16M 1Colt4 t4, 1E i� 'IT" ST _ . _ ppJ ZONE r - ` _ (EL '9)NW 131H 51 -- +c FEW IV" 51ZONE ;� - 14w '17TH Si .� x %,w lit" S,�► 'ONE ►r Nw 9 JE - 1691 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 twr CITY OF MIAMI, FLORIDA —G5/ _� 41- - j JI \ ; lG �. .;_ � (D i b is I r.i aLj �- I~.y,s .� i A6. , NG _. 6.6 1 ,! •vi r � MIAM, �� �_ 9 1 • �/ t f ,, r f.. .Q '. �1 •• a 0LtGG11 •l; •1 Lfir— i--- 6.5 / /n Fj —62 4 �40 c. - 52 -4 OfA LYCRA r, Io'�^^. r ra S..d Io ;` • � r D.' rrP, ".' �� &ARDf NAR 'i,. mvinr N7N,7ir7rdYh3 I I - •�iiirrrii....u. / 1'..af`t' //< Mr(UKF1Y , "``1F�i , ISI N ' aIIARb 01A 1. ,rNI • • CCC p7 R w � 1` r� nX 4 p� , i� GR€€N SYR/S ILIA • I J 't' r 6'.6�.r,�4 Nr x sffo ; It YS Nr ALfjX ,o 47L9 t 4...,..,..),,,,,,,, , ,,,;,,,,, _ _ .. }r. _.t _ - ' -- - -• . 2.r ss � r`�5,7�'�' r Asf �,1 53-42 i I M N!A r J to t, Aiffff (A JtR/ as Y/Rb!//A c` ��..+AAi �.fW� ..r/J IIJ/rrJl � tL P�JE" 6 G l ' ,n 1 t (y 11 I M / A M / ,• JS r ;SITE _ 34 34 + ,yT •or -I cor r - •.•..r11,i•. C 5 5I— i.v�, �,IrJa �. 50, I-.LLac_ OJT G J r a I 6.5 � P , «{Ctuhcu< hh�(tr r Gi J Myy1AM/ io - t � , r '\.i't � ° 1 �' � °SlANO/ rr 6 OAA L. SCS ( _ Al . 't -.�� -I ,d f-_.Sre-.aa v JE❑ 1691 Michigan Avenue CIVICA MEDICAL CENTER Suite 400 Miami Beach, Florida 33139 ON JACKSON MEMORIAL CAMPUS Kimley-Horn and Associates, Inc. Phone, 305-673-2025 Fax: 305-673-4882 FLOOD CRITERIA MAP :a CITY OF MIAMI, FLORIDA JE _ 1691 Michigan Avenue CIVICA MEDICAL CENTER suite 400 ON JACKSON MEMORIAL CAMPUS Miami each, Florida 33139 Kimley-Horn and Associates, Inc. Phone: 305-673-2025 OCTOBER WATER LEVEL MAP Fax: 305-673-4882 rmww CITY OF MIAMI, FLORIDA /B' ( 4 170170+•a� ou AAP I A MSI Aly f a 0 CA At AMA I 4b' SIM 05 f 914 6 9 a I�llf s �y 1b: 41_ t59 sa �I i � •a 11 11 4� r 'I 1444 3i45 G rw !AY•I k CA IV hl—/ IAM w . �to LwAr d � (ki f I AO i i/7g To ALL I I I G 1 I G 596 Gase ` • OAAL, r R _ ,� I G 1312 0 _.1 _ GMA EVA (.A OR v( W i I 61363 �G 614 vi Yd i 4) I --------..4..s L - — COCOwvf •AL o k t o � —a a 14 Z70 d . 3/1 laid • F cA P9 L DO,yts1193 4 C� ,.I 40 t(AO OR.OA 6.ir 6614 ® 1267 I— -A eiis I k .".. w>rA 0END: . I Imo~ t I ( I +C a (ESTIMATED) — — -- I Q NOTES t , I. CONTOUR INTERVAL 1.0 -FQ0T- (Except as indicated) 2• DATUM IS MEAN SEA LEVEL. JE _ 1691 Michigan Avenue CIVICA MEDICAL CENTER suite 400 ON JACKSON MEMORIAL CAMPUS Miami each, Florida 33139 Kimley-Horn and Associates, Inc. Phone: 305-673-2025 OCTOBER WATER LEVEL MAP Fax: 305-673-4882 rmww CITY OF MIAMI, FLORIDA APPENDIX C: WATER AND SEWER ATLAS SHEETS a� 55 4256 m r 08 20054=— r— ---- i Y.S. 02116106 1 , 1 ' i 3 � � r 1 I � -- — 2 4181 7 B fla r 62 4255 7 I� T 51 rTT 8 1 4254 a 1 as r 59 15" 15" 22 6' 749 731 7$ 19 74312 '11 4310 1 4153 7 47 4230 7 4x24 730 16 NW 14 TER 7 1 4213 755 40 729 4 13 12 751 4229 4120 1 i 1 179 1 14 S 52 map OVER 753 HOP OVER 54 j 23 $ 10 4180 4244 4783)41 82 ' 3A 1 1 1 994 4223 9 VER 1 0 777769 o� 33 3 4 p .•' 94 4288 •,. X27 25 4314 N 7 I 10 4 40 7 9s 37A 128 73 Hop OVER 768 �L 4186 � 7488 1 7 4211 1 7 �,� 1 3s,� co 4222 .:.. 437 5 2g dfi x489 34A :. 1 �'` 8 776 78 4250 779 1 7 7 a 431$ 35 775 HDP OVER 81 782 ::... 29 2 9 w 3At4 w�c� 1 112" L-4" 7 7193 2932 930 d- 2 1 1 340 Sig 1 W 14 T R cv a 4" 12" 6" 2820 3279 2932 8753 1 N cV 1 1 W 6 8" 14 ST �" 8" �'" _ _ 8" -12w 7460 7 0 8262 2s 1 1 836 to 793 1 1 458 1 7102 8262 1 C1 2 D7126 3 > 6" a N T 7 90 8262 � j 1 s " 7126 �? $ 3 8262 7930 2 � 1 s 7265 1 . -- - 10R7c? APPENDIX D: PUMP STATION INFORMATION Sanitary Sewer Pump Stations Database Pump Station Monthly Information Pump Station: 30 - 0045 UNINCORPORATED DADE COUNTY 1100 NW 14 ST Moratorium: CM CONDITIONAL MORATORIUM Moratorium in effect since: 2/2012004 Section -Township - Range: 35 - 53 - 41 Generator: Ua Telemetry: FN ET Clock: OY Type: a Class: aL Speed: 1� H.P.: O Peak Factor (last 7 entries): 2.40 Number of Pumps: 2 Peak Modified D. Factor: By: Yearly NAPOT (hrs): 10.00 2.40 TRANSFER 01/27/2007 Reserved Flow (gpd): 0 Projected Napot (hrs): 10.00 Used Capacity (%): 100.00 Station Gross Capacity (gpd): 576,000 Station Reduction Factor: 1.00 Station Net Cap Certified (gpd): 0 Station Net Capacity (gpd): 576,000 Indicated Flow (gpd): 240,000 6/11/2008 10.80 10.80 Y 2 NEUMAR 07/28/2008 5/14/2008 11.03 11.03 Y 2 NEUMAR 06/30/2008 4/9/2008 9.35 9.35 Y 2 NEUMAR 05/27/2008 3/12/2008 8.18 8.18 Y 2 NEUMAR 04/23/2008 2/13/2008 9.09 9.09 Y 2 NEUMAR 03/24/2008 1/9/2008 9.51 9.51 Y 2 NEUMAR 02/25/2008 12/12/2007 9.31 9.31 Y 2 NEUMAR 01/30/2008 11/14/2007 9.66 9.66 Y 2 NEUMAR 12/17/2007 10/10/2007 12.61 12.61 Y 2 NEUMAR 11/26/2007 9/12/2007 10.41 10.41 Y 2 NEUMAR 10/26/2007 Generated: 8/21/2008 -11:41 AM Page 1 of 1 APPENDIX E: SUNSHINE STATE ONE CALL INFORMATION • 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 2547DB012A 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 ECI870 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, STE#358 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: CABLE CC1282 CABLE Alt: CATV & FIBER 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 Day: 9544530824 PGSND GAS SOUTH E OLDM GOLDMAN Alt: GAS FLORIDA Emerg: QWEST Day: 3037073675 QST885 COMMUNICATIO KIM JORDAN Alt: FIBER OPTIC NS Emerg: Day: 3052228745 SBF23 ATT/ STEVEN B Alt: TELEPHONE DISTRIBUTION MASSIE Emerg: APPENDIX F: MIAMI-DADE COUNTY PROPERTY APPRAISAL MAP Miami -Dade My Home My Home Show Me: Property Information Search By: Select Item', Text only Property Appraiser Tax Estimator Summary Details: Folio No.: 01-3135-055-0020 Pro ert : 1050 NW 14 ST Mailing MIAMI HOTEL Address: INVESTMENTS LTD Living Units: 1050 NW 14 ST MIAMI FL Adi Sq Footage: 33136-2105 Pronerty Information - Prima Zone: 4800 OFFICE CLUC: 0021 HOTEL Beds/Baths: 14/316 Floors: Living Units: 214 Adi Sq Footage: 93,929 Lot Size: 79,105 SQ FT Year Built: 1980 MEDICAL CENTER 1ST Legal DDN PB 113-69 Description: TRACT D 1.816 AC M/L LOT SIZE 79105 SQ FT OR 17895-4444 1297 1 Sale Information: Sale O/R: 17895-4444 Sale Date: 12/1997 Sale Amount: t$3,550,000 Assessment Information:* Year: 2008 2007 Land Value: $1,977,625 $1,977,625 Building Value: $2,343,950 $2,343,950 Market Value: $4,321,575 $4,321,575 Assessed Value: $4,321,575 $4,321,575 Total Exemptions: $0 $0 Taxable Value: 1$4,321,5751$4,321,575 *The market and assessed values are accurately reflected. Information related to his property's exemptions and taxable slues are being updated as a result of the recent passage of Amendment One and ill be available shortly. Additional Information: Click here to see more Information for this propeLk r.ommlmitV nAVAInnmP.nt nictrint Page 1 of 2 N (%4BE r Digital Orthophotography - 2007 0 - 124 ft My Home I Property Information I Property Taxes I My Neighborhood I Property Appraiser Home 1 Using Our Site I About I Phone Directory I Privacy I Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. i http://gisims2.co.miami-dade.fl.us/myhome/propmap.asp 8/25/2008 Miami -Dade My Home Community Redevelopment Area Empowerment Zone Enterprise Zone Land Use Urban Development Boundary Zoning Non -Ad Valorem Assessments Page 2 of 2 http://gisims2.co.miami-dade.fl.us/myhome/propmap.asp 8/25/2008