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Exhibit D: City of Miami Beach Washington Avenue Draft Drainage Report Completed by AECOM • EXHIBIT D City of Miami Beach Washington Avenue Draft Drainage Report completed by AECOM January 14, 2016 AECOM ■ _ City of Miami Beach .MI�� ��� Washington Avenue = . -1915•2015- Draft Drainage Report i1'.'� ' = `��' ► B E AC H R� ort p AECOM 2090 Palm Beach Lakes Blvd Suite 600 West Palm Beach,FL 33409 Table of Contents List of Figures 2 List of Tables 2 Introduction 3 Existing Conditions 3 Base File and Topographic Survey 3 Overall Drainage Area and Sub-Drainage Area 3 Storage Volume within Sub-Drainage Areas 6 Curve Number 8 Proposed Drainage System 8 Water Quality 8 Assumptions 9 Design Storm Hydrology and Routing 10 Input Parameters 11 ICPR Results 12 Conclusion 13 • List of Figures Figure 1 Washington Avenue Study Area 4 Figure 2 Existing Stormwater Network 5 Figure 3 Washington Avenue Storm Sewer Network Sub-Basins 7 Figure 4 Proposed Stormwater Network 10 List of Tables Table 1 Sub-Basin Area 6 Table 2 ICPR Model Results 12 A=COM 2 Introduction AECOM has prepared this drainage report as part of the Capital Improvement Project for the Washington Avenue neighborhood located in the City of Miami Beach. The improvements are to be designed to provide a level of service equivalent to a 5-year, 24-hour design storm,which is 7.5 inches of rainfall.The study area is shown in Figure 1. Existing Conditions The Washington Avenue study area is approximately 84.25 acres and is bordered by Collins Canal and 26th Street to the north, Collins Avenue to the east, 18th Street to the south and the Miami Beach Convention Center to the west. The existing stormwater system consists of a collection network that discharges into the Collins Canal. There are no existing pump stations in the Washington Avenue study area. The study area receives offsite flows from the interconnectivity of other basins. Information regarding this system was gathered from the City of Miami Beach Comprehensive Stormwater Master Plan dated 2011 by Camp, Dresser, & McKee Inc. (CDM). Base File and Topographic Survey For this study, LIDAR data,GIS geodatabase files, and record drawings of existing conditions, provided by the City of Miami Beach, were used to determine elevations of existing catch basins, pipe network location, and roadway centerlines. Overall Drainage Area and Sub-Drainage Area A review of the Stormwater Master Plan and available GIS data for the Washington Avenue area shows that the network drains to several outfalls that discharge into Collins Canal, which is controlled by tide, as shown in Figure 2. The drainage area was delineated by reviewing the existing conveyance and topography of the basin. A=COM 3 F I ri-1,11 i 44 • . ♦" a fi r .i" e .t. i a .•� 1 �, l Y. �,'„ . . 40,L y iHY a *sr r.. :r ...- - .:' to , j t 1,Is,' ti, t •y � . 40.e stns. r l. 1 ¢ `ts � y ,, � z it*. ! -' a W 4 . . +a t --+� 1 a n TL 'ii nLrtirr w ' : - - Q R '''11 R 1 A a�es Aawt .. irt, 11P '.- „,,....../. .. 14- ' 41P r - VI ac : mini! flail s t r ' 4-11 . t - c- it>♦ ! ,, '10 . AO V f , org.es, ',4* . S ., 1.,=.114 4 lit...., ,.-7-, ,, . .r :: .•- 'NZ] • t I for 1' J1 pA •.r.a • - F . .r ...../Ari ,Ii., 111111Wr I garmen. - . . . , ti t. Legend � r � � • f` i O Wash el aeon Avenue Study Aev 4' au., ' .. i �• , �' ea _ _ y _ •' IITM:T R.'^ - RtES1AYeu OS.U ....._.JOY�$ma -• J='°r • fr." '.INwf niN Figure 1 Washington Avenue Study Area A=COM 4 r-- 4- s r I • ;f .w ry. •a ♦ N ? w ',• .i ?�` ig• ' w �a `'` �► . a N°`- , . gip' z �,.- • L'2 .,�• r• ° l W �I 1 , ¢ e • . t- r STy'4 a, a Q /z4 TH E R' yP !� 1 s r * y w ;No / P i - ` ,/ ti Y r 1,pQ- S> ', • ti R • • 0 - : . .... - ft 240..s, _ 1 Ardi ,;4' � G -.4.• : '"1--•••.?„....,&:..:27N0.8 r.if:1 i,. ...ir -- ''', . :1:,... 1,r1, 8141/1 5,.. toe 1 •,I ,,z, -.. / �te :d. "n • ...-4: 1 ' Al°- 7- ' - -. t.27-7^ ' "r"- 1 F4- '''. 41.0 • .....41 .4„14112;?&TP:.1 r: nor 41.---.43. r .!:%; vs. �'r N. 1 sw 0 �� S4. = 19THST. 1 ' 1 y • - .. 1 li iii)1,07 1 'i; , alig Aliiiiir lalt-;,—.: .-. 2, IFL.zol-c"TP:°' - ./ILI'"411.11111Mirlia 4 "4t '' " ,1 I 1 Ar--tl>, . -... ql , W , °try Lm' ,. L.9.nd 1.1 w . .•iSs l-r]1..-` CI WMngWonAVen.e Study Area - `I s• • 1r r E�eYng Catch Been F• • 'AS,x, Wj The study area has surrounding basins that connect into the delineated Washington Avenue study area in two locations. One location is at James Avenue and 18th Street, which connects to a system to the south. The second location also connects to the south at Washington Avenue and 18th Street. The current stormwater discharge capabilities are limited for this area through the Collins Canal outfalls due tailwater conditions during high tide events. Although the two adjacent basins contribute runoff to the Washington Avenue study area,these areas are not included in the delineation of the study drainage area. It is assumed that the existing drainage for these areas will remain in place, and will bypass the proposed system via the existing system or that existing connections will be cut off.The study drainage area was analyzed to determine level of service (LOS). Storage Volume within Sub-Drainage Areas For all sub-basins, the streets and swales were not modified. Storage was assumed to be within the study area. LIDAR data was used to calculate the stage storage relationship within each sub-basin. In addition, the aerials provided by the City's GIS system were utilized to determine pervious and impervious area. Appendix A contains the stage-area calculations. Figure 3 shows the system with the respective sub-basins. A breakdown of the areas in acres of each sub-basin can be found in Table 1. Table 1 Sub-Basin Area Sub-Basin Area(ac) Sub-Basin Area(ac) WAO 4.60 WA49 1.84 WA34 7.27 WA50 3.41 WA35 4.45 WA51 1.75 WA36 5.26 WA52 2.70 WA37 2.68 WA54 3.95 WA39 2.91 WA55 1.75 WA40 3.35 WA56 2.19 WA42 2.38 WA57 5.67 WA43 8.44 WA58 1.51 WA44 3.64 WA59 2.41 WA45 0.93 WA60 3.11 WA46 1.13 WA61 1.02 WA47 1.34 WA62 2.97 WA48 1.56 Total 84.25 A=COM 6 =+TN ST ' nit 4, i ~S7" 4.'!-,, - HS7 I.,,, .,1:4,_i...„4.,.1,... , !I.:&:,....i., . .........4., • . 0 ` • t.-ir • .• 14111- • '. L 7 •.•t .�; ;J�:.. , . WA57` r + �9 Ctrs • , 1! WI .. a' _ t -In" it r." 2';,,k, f,/ WA .WA60 '+ t i 4 � WA54) , • .J, -� / i''.l '' `� . =� i sr ! ./0 " k s �WA45 1110 F A....:0:‘ ;to, ,t0o• Gip i WA 44 ., .a►° - 10.4. ' f `WA59 . ;I'. _ W - 1 4 rr `,i �Sr -"0 - ' .i'a1NA 6• - •�� ! •S>sr WA47 :`` of`'.3 • t ; jam, � w s rim' .•�.c 3►9 ��e� $ I 0 7Ciry � ` k 1rsM 37 U+ WA43 i Y ' t L ,� -wAao , ►• • ' WA 7 . ., is A _ ipTMST 1 c 5 WA51 ��A ' ! i ztt i ~ �L _.. I i 1• , .1 [ 1 r" s ue_ [WA . �a •• Pri l 'ate .4iilla' — .. ; All garitillt + o WaYngmn Avenu SubB.uns ` .* . I `,-s •` it . Es.•Clga4 Y •ono.criesan..ow" :y _ ,,.,,,,,,=, . I.- . cis U..aO AAA, Figure 3 Washington Avenue Storm Sewer Network Sub-Basins A=COM Curve Number For this study, it was assumed that the curve number within the study area was 95, due to the percentage of impervious area and high water table. Proposed Drainage System The proposed Washington Avenue drainage network area totals 84.25 acres. The proposed drainage network connects the existing storm water network to a new proposed pump station within the Convention Center site. Figure 4 shows the proposed network and pump station. The proposed stormwater network consists of proposed pipe, a proposed pump station, and replacement of existing pipes. The proposed pipe includes a new 96" RCP trunk line along Washington Avenue and 72" RCP box culverts that connect the trunk line to the existing systems along 20th and 21St Street.A proposed 60-inch pipe along 23rd Street and Liberty Avenue connects the existing system in the northeast area of the basin to the new pump station. Several existing pipes throughout the system will be replaced with larger pipes to improve conveyance. The pump station will consist of wet well, stormwater treatment devices (SWTD), trash rack, and pump housing. The pump station will contain four pumps with a total pumping capacity of 80,000 gpm (178 cfs).The pump station will discharge to an outfall dissipation structure to Collins Canal. Water Quality For the Washington Avenue basin, water quality treatment is provided for the 22.7 acres of road right- of-way. Water quality volume was determined based on a treatment depth of 1.0 inches times over the treatment area.This volume was increased 150%for discharge into Biscayne Bay,an Outstanding Florida Water, for a total volume of 2.84 acre-feet.The water quality rate was determined based on the rate of flow necessary to treat the water quality volume over a period of one hour, or (2.84 AF * 43560 CF/AF)/3600 Sec/hr=34.4 cfs. Kimley Horn prepared a drainage report for the redevelopment of the Miami Beach Convention Center. The required water quality treatment for the convention center site is 4.19 acre-feet. The water quality treatment rate is presumed to be the required treatment volume discharged over a period of one hour, or(4.19 AF * 43560 CF/AF)/3600 Sec/hr=50 cfs. The total 7.03 acre-feet of water quality treatment will be treated by two(2) Ecosense Ecovault Units,or approved equal, with a maximum treatment capacity of 50 cfs each. Additional information on the water quality calculations and Kimley Horn report are found in Appendix I and Appendix J, respectively. Scour Analysis A scour analysis was performed for the dissipater box using HEC-14 methodology.The dissipater box will have eight 8'x2' rectangular openings that discharge to Collins Canal.The velocity to the canal is(80,000 gpm/448.8 gpm/cfs)/(8 * 8 ft *2 ft)= 1.4 ft/s. According to literature, discharge velocities below 1.5 ft/s produce little to no scour. However,the HEC-14 analysis predicts potential for scour.Therefore, a rip rap apron is recommended. Based on the methodology in HEC-14 Section 10.3,the rip rap apron will have a length of 8 feet and a minimum D50 of 5 inches. Comparison to Existing Conditions: The existing convention center outfall consists of a 2.5' by 3' box culvert(7.00 square feet). Gravity drainage flow as determined in the previously submitted existing conditions model for Washington Avenue calculated an existing discharge rate of 25.58 cfs at this location—producing a discharge rate of 3.65 feet per second. The proposed discharge rate of 1.4 feet per second is significantly less than the existing condition. Assumptions The proposed project is the replacement of the existing 3-foot by 2.5 foot box culvert outfall and construction of a new pump station within the convention center property. • The new outfall will consist of a junction box, two water quality structures, two wet wells, and an energy dissipater box. • The proposed pump station will utilize four submersible pumps with a total pumping capacity of 80,000 gpm. • The existing 30" RCP outfall pipe along Washington Avenue will remain. AECOM 9 ., ' t °r 4^n y r „I! L. ..ii<. 51 4 r •, « . '. +� 91pA�. W. <'yt . yi. Y o • tlx: a a`' .s. �"",..5 -rt . 6 -'s*,,,-Eq r '�3 _ �• ?VII i 4 A.-- . • 4...:_ Ili 1 .-- .. iii. I Z3R r r q' •v im i s ,q` `r: '- : _fi .'' ,:44.441r1 -.. ..: . . '.' 18, i?.. :. •if . a I ° a , ` 4 . t; • b 41 a ~ i ` I•? • , o ..� ? +l ' , _ °� J t - ,' r ,� � . T x. ;e,fi r i � 5! , a ry �- mna f . , 6?q p p e i t • ,' �r � 1 Est= Z � •„ . 401111160%4 . _ S r. q mf s • tg ••. ���rrr���ttt* �,,, • ! p�7IM�R ", • '• '1� _ r - • lam._ SMl '+ 1 ill1� Kg `.fit ;i ` f. Legend va+ 1 R " 0. inAlf 1.:-' o W . ` t _ , 1 8 WYshington Avenue Pipes }-fi" I' '" --- • j r ` • Pra poseA y. • F Replaced 'y - ► , - .,•_ a ' 1 a- ,. _ t -y OMB- , ; Figure 4 Proposed Stormwater Network -00M 10 Design Storm Hydrology and Routing The drainage system was modeled using Advanced Interconnected Pond Routing version 3.0 (ICPR 3.0). Runoff was estimated for the desired level of service for a 5-Year, 24-hour storm event of 7.5 inches, and the maximum peak flood elevation determined based on hydraulic routing. Input Parameters The ICPR nodal diagram for the proposed system can be found in Appendix B. The nodal diagram was based on the sub-drainage areas and existing storm water system.The curve number was assumed to be 95, due to the highly concentrated development within the area. ICPR input parameters: • Unit Hydrograph: UH 150 • Curve Number: 95 • Time of Concentration: 10 minutes used for all sub-basins • Rainfall Distribution: SCSIII • Rainfall Intensity: 7.5 inches in 24 hours • Tailwater Elevation: 2.7 ft. NAVD • Initial Stage: -4.0 ft. NAVD • Warning Stage was set to the minimum road crown elevation observed within each sub-basin • Pump Information: o Pump information can be found in Appendix G for the proposed pump station. o Proposed pump and system curves can be found in Appendix H. For more detailed information regarding input parameters please refer to Appendix C. AECOM 11 ICPR Results A summary of the minimum crown of road elevation versus the node max stage results from the ICPR model can be found in Table 2. Table 2 ICPR Model Results Sub Crown of Model Meet LOS', Basin. Road Results (Yes/No) WAO E 2.40 H 1.75, , Yes , WA34 3.14 2.19 Yes WA35 2.64 ! 2.74 No WA36 2.63 1.47 Yes WA37 2.71 H 2.45, 1 Yes WA39 3.63 3.31 Yes WA40 H 2.63 2.22 ' Yes WA42 2.97 2.49 Yes WA43 2.59 2.57, Yes WA44 3.45 3.09 Yes E-ET WA45 3.52 ' ; 2.14 , Yes WA46 3.44 2.09 Yes WA47 ; 4.41 3.19, Yes WA48 3.32 2.27 Yes WA49 330 E 323 ; Yes WA50 2.40 2.39 Yes WA51 ; 2.59 2.31, ' Yes WA52 2.69 1.66 Yes WA54 H 3.62 3.16 ; Yes WASS 2.65 2.75 No WA56 2.65 2.85 No WA57 1.99 2.89 No WA58 H 2.52 2.46' ; Yes WA59 2.52 2.78 No WA60 i 1.90 2.82 : No WA61 1.90 2.29 No WA62 1.91 2.85. ; No For more detailed information regarding Link and Node reports please refer to the following: o Node Results: Appendix D o Link Results:Appendix E AECOM 12 Conclusion As shown in Table 2, eight basins do not meet the level of service requirements. One basin (WA55) is within the 0.1 foot level of tolerance. Another four basins (WA57, WA60, WA61, WA62) that do not meet the level of service requirements have a minimum crown of road below 2 feet. A 70' x 5' energy dissipater box will replace the existing 3-foot by 2.5-foot box culvert outfall for the Miami Beach Convention Center. The energy dissipater box will have eight 8' x 2' openings to the canal. Two (2) Ecosense Ecovault Units, or approved equal, will provide water quality treatment for the new pump station. In order to meet the level of service requirements, the City should further analyze the system with the following proposed conditions: • Increase roadway elevations • Investigate replacing additional pipes to remove deficiencies. AECOM 13 Appendixes Appendix A - Stage Storage Appendix B - Nodal Diagram Appendix C - ICPR Input Report Appendix D - ICPR Node Min/Max Report Appendix E - ICPR Link Min/Max Report Appendix F - Full Size Maps Appendix G - Proposed Pump Station Information Appendix H - Proposed System and Pump Curves Appendix I - Water Quality Calculations Appendix J - Kimley-Horn MBCC Water Quality Summary Appendix A - Stage Storage J Project: City of Miami Beach-Washington Ave Project No: 60330008 Engineer: MS Date: 7/7/2015 Checked By: PM Date: I/0/1900 Check Basin Name: WAO WAO Computation Type: Existing Condition Stage-Area . Datum: NAVD88 Starting Stage 0.0 Ending Stage 10.0 Stage Increment 0.50 Note: Stage Increment<End Elev-Start Elev Other Name Buildings Road Pavement Impervious Area 0.00 0.91 1.57 Start Elev 0.00 1.74 1.39 End Elev 0.00 7.25 10.98 Stage Vert Linear , Linear Total Feet Area Area Area Area NAVD88 Ac Ac Ac Ac 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.02 0.02 2.00 0.00 0.04 0.10 0.14 2.50 0.00 0.12 0.18 0.31 3.00 0.00 0.21 0.26 0.47 3.50 0.00 0.29 0.34 0.63 4.00 0.00 0.37 0.43 0.80 4.50 0.00 0.45 0.51 0.96 5.00 0.00 0.54 0.59 1.13 5.50 0.00 0.62 0.67 1.29 6.00 0.00 0.70 0.75 1.46 6.50 0.00 0.78 0.84 1.62 7.00 0.00 0.87 0.92 1.78 7.50 0.00 0.91 1.00 1.91 8.00 0.00 0.91 1.08 1.99 8.50 0.00 0.91 1.16 2.07 9.00 0.00 0.91 1.24 2.15 9.50 0.00 0.91 1.33 2.23 10.00 0.00 0.91 1.41 2.31 F Project: City of Miami Beach-Washington Ave Project No: 60330008 Engineer: MS Date: 7/7/2015 Checked By: PM Date: 1/0/1900 Check Basin Name: WA34 WA34 Computation Type: Existing Condition Stage-Area Datum: NAVD88 Starting Stage 0.0 Ending Stage 10.0 Stage Increment 0.50 Note:Stage Increment<End Elev-Start Elev Other Name Buildings Road Pavement Impervious Area 0.00 1.21 2.15 Start Elev 0.00 2.82 1.59 End Elev 0.00 5.38 7.74 Stage Vert Linear Linear Total Feet Area Area Area Area NAVD88 Ac Ac Ac Ac 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.14 0.14 2.50 0.00 0.00 0.32 0.32 3.00 0.00 0.08 0.49 0.57 3.50 0.00 0.32 0.67 0.99 4.00 0.00 0.56 0.84 1.40 4.50 0.00 0.79 1.02 1.81 5.00 0.00 1.03 1.19 2.22 5.50 0.00 1.21 1.37 2.57 6.00 0.00 1.21 1.54 2.75 6.50 0.00 1.21 1.72 2.92 7.00 0.00 1.21 1.89 3.10 7.50 0.00 1.21 2.07 3.27 8.00 0.00 1.21 2.15 3.35 8.50 0.00 1.21 2.15 3.35 9.00 0.00 1.21 2.15 3.35 9.50 0.00 1.21 2.15 3.35 10.00 0.00 1.21 2.15 3.35 Project: City of Miami Beach-Washington Ave Project No: 60330008 Engineer: MS Date: 7/7/2015 Checked By: PM Date: I/0/1900 Check Basin Name: WA35 WA35 Computation Type: Existing Condition Stage-Area Datum: NA VD88 Starting Stage 0.0 Ending Stage 10.0 Stage Increment 0.50 Note:Stage Increment<End Elev-Start Elev Other Name Buildings Road Pavement Impervious Area 0.00 1.06 1.77 Start Elev 0.00 2.60 1.48 End Elev 0.00 4.48 8.81 Stage Vert Linear Linear Total Feet Area Area Area Area NAVD88 Ac Ac Ac Ac 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.12 0.12 2.50 0.00 0.00 0.25 0.25 3.00 0.00 0.22 0.37 0.59 3.50 0.00 0.51 0.49 0.99 4.00 0.00 0.79 0.61 1.39 4.50 0.00 1.06 0.73 1.79 5.00 0.00 1.06 0.85 1.91 5.50 0.00 1.06 0.97 2.03 6.00 0.00 1.06 1.09 2.15 6.50 0.00 1.06 1.21 2.27 7.00 0.00 1.06 1.33 2.39 7.50 0.00 1.06 1.45 2.51 8.00 0.00 1.06 1.57 2.63 8.50 0.00 1.06 1.69 2.75 9.00 0.00 1.06 1.77 2.83 9.50 0.00 1.06 1.77 2.83 10.00 0.00 1.06 1.77 2.83 Project: City of Miami Beach-Washington Ave Project No: 60330008 Engineer: MS Date: 7/7/2015 Checked By: PM Date: 1/0/1900 Check Basin Name: WA36 WA36 Computation Type: Existing Condition Stage-Area Datum: NAVD88 Starting Stage 0.0 Ending Stage 10.0 Stage Increment 0.50 Note:Stage Increment<End Elev-Start Elev Other Name Buildings Road Pavement Impervious Area 0.00 0.17 3.95 Start Elev 0.00 2.59 1.21 End Elev 0.00 3.53 8.72 1 Stage Vert Linear Linear Total Feet Area Area Area Area NAVD88 Ac Ac Ac Ac 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.15 0.15 2.00 0.00 0.00 0.42 0.42 2.50 0.00 0.00 0.68 0.68 3.00 0.00 0.07 0.94 1.01 3.50 0.00 0.16 1.20 1.37 4.00 0.00 0.17 1.47 1.64 4.50 0.00 0.17 1.73 1.90 5.00 0.00 0.17 1.99 2.16 5.50 0.00 0.17 2.26 2.43 6.00 0.00 0.17 2.52 2.69 6.50 0.00 0.17 2.78 2.95 7.00 0.00 0.17 3.04 3.21 7.50 0.00 0.17 3.31 3.48 8.00 0.00 0.17 3.57 3.74 8.50 0.00 0.17 3.83 4.00 9.00 0.00 0.17 3.95 4.12 9.50 0.00 0.17 3.95 4.12 10.00 0.00 0.17 3.95 4.12 Project: City of Miami Beach-Washington Ave Project No: 60330008 Engineer: MS Date: 7/7/2015 Checked By: PM Date: 110/1900 Check Basin Name: WA37 WA37 Computation Type: Existing Condition Stage-Area Datum: NAVD88 • Starting Stage 0.0 Ending Stage 10.0 Stage Increment 0.50 Note:Stage Increment<End Elev-Start Elev Other Name Buildings Road Pavement Impervious Area 0.00 0.57 0.93 Start Elev 0.00 2.58 2.47 End Elev 0.00 4.70 6.65 Stage Vert Linear Linear Total Feet Area Area Area Area NAVD88 Ac Ac Ac Ac 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.01 0.01 3.00 0.00 0.11 0.12 0.23 3.50 0.00 0.25 0.23 0.48 4.00 0.00 0.38 0.34 0.72 4.50 0.00 0.51 0.45 0.97 5.00 0.00 0.57 0.57 1.13 5.50 0.00 0.57 0.68 1.24 6.00 0.00 0.57 0.79 1.35 6.50 0.00 0.57 0.90 1.47 7.00 0.00 0.57 0.93 1.50 7.50 0.00 0.57 0.93 1.50 8.00 0.00 0.57 0.93 1.50 8.50 0.00 0.57 0.93 1.50 9.00 0.00 0.57 0.93 1.50 9.50 0.00 0.57 0.93 1.50 10.00 0.00 0.57 0.93 1.50 Project: City of Miami Beach-Washington Ave Project No: 60330008 Engineer: MS Date: 7/7/2015 Checked By: PM Date: 1/0/1900 Check Basin Name: WA39 WA39 Computation Type: Existing Condition Stage-Area Datum: NA VD88 Starting Stage 0.0 Ending Stage 10.0 Stage Increment 0.50 Note: Stage Increment<End Elev-Start Elev Other Name Buildings Road Pavement Impervious Area 0.00 0.56 0.68 Start Elev 0.00 3.28 3.11 End Elev 0.00 5.25 6.53 Stage Vert Linear Linear Total Feet Area Area Area Area NAVD88 Ac Ac Ac Ac 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 3.50 0.00 0.06 0.08 0.14 4.00 0.00 0.21 0.18 0.38 4.50 0.00 0.35 0.28 0.63 5.00 0.00 0.49 0.38 0.87 5.50 0.00 0.56 0.48 1.04 6.00 0.00 0.56 0.58 1.14 6.50 0.00 0.56 0.68 1.24 7.00 0.00 0.56 0.68 1.25 7.50 0.00- 0.56 0.68 1.25 8.00 0.00 0.56 0.68 1.25 • 8.50 0.00 0.56 0.68 1.25 9.00 0.00 0.56 0.68 1.25 9.50 0.00 0.56 0.68 1.25 10.00 0.00 0.56 0.68 1.25 Project: City of Miami Beach-Washington Ave Project No: 60330008 Engineer: MS Date: 7/7/2015 Checked By: PM Date: 1/0/1900 Check Basin Name: WA40 WA40 Computation Type: Existing Condition Stage-Area Datum: NAVD88 Starting Stage 0.0 Ending Stage 10.0 Stage Increment 0.50 Note: Stage Increment<End Elev-Start Elev Other Name Buildings Road Pavement Impervious Area 0.00 0.57 1.48 Start Elev 0.00 2.27 1.14 End Elev 0.00 4.03 8.30 Stage Vert Linear Linear Total Feet Area Area Area Area NAVD88 Ac Ac Ac Ac 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.08 0.08 ' 2.00 0.00 0.00 0.18 0.18 2.50 0.00 0.08 0.28 0.36 3.00 0.00 0.24 0.39 0.62 3.50 0.00 0.40 0.49 0.89 4.00 0.00 0.56 0.59 1.16 4.50 0.00 0.57 0.70 1.27 5.00 0.00 0.57 0.80 1.37 ' 5.50 0.00 0.57 0.90 1.48 6.00 0.00 0.57 1.01 1.58 6.50 0.00 0.57 1.11 1.68 7.00 0.00 0.57 1.21 1.79 7.50 0.00 0.57 1.32 1.89 8.00 0.00 0.57 1.42 1.99 8.50 0.00 0.57 1.48 2.06 9.00 0.00 0.57 1.48 2.06 9.50 0.00 0.57 1.48 2.06 10.00 0.00 0.57 1.48 2.06 Project: City of Miami Beach-Washington Ave Project No: 60330008 Engineer: MS Date: 7/7/2015 Checked By: PM Date: 1/0/1900 Check Basin Name: WA42 WA42 Computation Type: Existing Condition Stage-Area Datum: NAVD88 . Starting Stage 0.0 Ending Stage 10.0 Stage Increment c 0.50 Note: Stage Increment<End Elev-Start Elev Other Name Buildings Road Pavement Impervious Area 0.00 0.45 0.92 Start Elev 0.00 2.82 1.93 End Elev 0:00 4.63 6.02 Stage Vert Linear Linear Total 1 Feet Area Area Area Area NAVD88 Ac Ac Ac Ac 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.02 0.02 2.50 0.00 0.00 0.13 0.13 3.00 0.00 0.04 0.24 0.28 3.50 0.00 0.17 0.35 0.52 4.00 0.00 0.29 0.47 0.76 4.50 0.00 0.41 0.58 0.99 5.00 0.00 0.45 0.69 1.14 5.50 0.00 0.45 0.80 1.25 6.00 0.00 0.45 0.92 1.36 6.50 0.00 0.45 0.92 1.37 7.00 0.00 0.45 0.92 1.37 7.50 0.00 0.45 0.92 1.37 8.00 0.00 0.45 0.92 1.37 8.50 0.00 0.45 0.92 1.37 9.00 0.00 0.45 0.92 1.37 9.50 0.00 0.45 0.92 1.37 10.00 0.00 0.45 0.92 1.37 Project: City of Miami Beach-Washington Ave Project No: 60330008 Engineer: MS Date: 7/7/2015 Checked By: PM Date: 1/0/1900 Check Basin Name: WA43 WA43 Computation Type: Existing Condition Stage-Area Datum: NAVD88 Starting Stage 0.0 Ending Stage 10.0 Stage Increment 0.50 Note:Stage Increment<End Elev-Start Elev Other Name Buildings Road Pavement Impervious Area 0.00 I.I I 1.41 Start Elev 0.00 1.98 1.96 End Elev 0.00 4.51 8.60 Stage Vert Linear Linear Total Feet Area Area Area Area NAVD88 Ac Ac Ac Ac ' 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 2.00 0.00 0.01 0.01 0.02 2.50 0.00 0.23 0.12 0.34 3.00 0.00 0.45 0.22 0.67 3.50 0.00 0.67 0.33 0.99 4.00 0.00 0.89 0.43 1.32 4.50 0.00 1.11 0.54 1.64 5.00 0.00 1.11 0.64 1.76 5.50 0.00 1.11 0.75 1.86 6.00 0.00 1.11 0.86 1.97 6.50 0.00 1.11 0.96 2.07 7.00 0.00 1.11 1.07 2.18 7.50 0.00 1.11 ' 1.17 2.28 8.00 0.00 1.11 1.28 2.39 8.50 0.00 1.11 1.39 2.50 9.00 0.00 1.11 1.41 2.52 9.50 0.00 1.11 1.41 2.52 10.00 0.00 1.11 1.41 2.52 Project: City of Miami Beach- Washington Ave Project No: 60330008 Engineer: MS Date: 7/7/2015 Checked By: PM Date: 1/0/1900 Check Basin Name: WA44 WA44 Computation Type: Existing Condition Stage-Area Datum: •NAVD88 ■ Starting Stage 0.0 Ending Stage 10.0 Stage Increment 0.50 Note:Stage Increment<End Elev-Start Elev Other Name Buildings Road Pavement Impervious Area 0.00 0.68 1.48 Start Elev 0.00 2.99 2.71 End Elev 0.00 6.78 7.51 Stage Vert Linear Linear Total Feet Area Area Area Area NAVD88 Ac Ac Ac Ac 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.09 0.09 3.50 0.00 0.09 0.24 0.34 4.00 0.00 0.18 0.40 0.58 4.50 0.00 0.27 0.55 0.82 5.00 0.00 0.36 0.70 1.07 5.50 0.00 0.45 0.86 1.31 6.00 0.00 0.54 1.01 1.55 6.50 0.00 0.63 1.17 1.80 7.00 0.00 0.68 1.32 2.00 7.50 0.00 0.68 1.47 2.16 8.00 0.00 0.68 1.48 2.16 8.50 0.00 0.68 1.48 2.16 9.00 0.00 0.68 1.48 2.16 9.50 0.00 0.68 1.48 2.16 10.00 0.00 0.68 1.48 2.16 Project: City of Miami Beach-Washington Ave Project No: 60330008 Engineer: MS Date: 7/7/2015 Checked By: PM Date: 1/0/1900 Check Basin Name: WA45 WA45 Computation Type: Existing Condition Stage-Area Datum: NAVD88 Starting Stage 0.0 Ending Stage 10.0 Stage Increment 0.50 Note: Stage Increment<End Elev-Start Elev Other Name Buildings Road Pavement Impervious Area 0.00 0.27 0.39 Start Elev 0.00 3.48 3.48 End Elev 0.00 7.06 7.22 Stage Vert Linear Linear Total Feet Area Area Area Area NAVD88 Ac Ac Ac Ac 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 4.00 0.00 0.04 0.06 0.09 4.50 0.00 0.08 0.11 0.18 5.00 0.00 0.11 0.16 0.28 5.50 0.00 0.15 0.21 0.37 6.00 0.00 0.19 0.27 0.46 6.50 0.00 0.23 0.32 0.55 7.00 0.00 0.26 0.37 0.64 7.50 0.00 0.27 0.39 0.66 8.00 0.00 0.27 0.39 0.66 8.50 0.00 0.27 0.39 0.66 9.00 0.00 0.27 0.39 0.66 9.50 0.00 0.27 0.39 0.66 10.00 0.00 0.27 0.39 0.66 Project: City of Miami Beach- Washington Ave Project No: 60330008 Engineer: MS Date: 7/7/2015 Checked By: PM Date: 1/0/1900 Check Basin Name: WA46 WA46 Computation Type: Existing Condition Stage-Area Datum: NAVD88 Starting Stage 0.0 Ending Stage 10.0 Stage Increment 0.50 Note: Stage Increment<End Elev-Start Elev Other Name Buildings Road Pavement Impervious Area 0.00 0.26 0.82 Start Elev 0.00 3.03 3.29 End Elev 0.00 4.35 5.39 Stage Vert Linear Linear Total Feet Area Area Area Area NAVD88 Ac Ac Ac Ac 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 3.50 0.00 0.09 0.08 0.17 4.00 0.00 0.19 0.28 0.46 4.50 0.00 0.26 0.47 0.73 5.00 0.00 0.26 0.67 0.92 5.50 0.00 0.26 0.82 1.08 6.00 0.00 0.26 0.82 1.08 6.50 0.00 0.26 0.82 1.08 7.00 0.00 0.26 0.82 1.08 7.50 0.00 0.26 0.82 1.08 8.00 0.00 0.26 0.82 1.08 8.50 0.00 0.26 0.82 1.08 9.00 0.00 0.26 0.82 1.08 9.50 0.00 0.26 0.82 1.08 10.00 0.00 0.26 0.82 1.08 Project: City of Miami Beach-Washington Ave Project No: 60330008 Engineer: MS Date: 7/7/2015 Checked By: PM Date: I/0/1900 Check Basin Name: WA47 WA47 Computation Type: Existing Condition Stage-Area Datum: NAVD88 Starting Stage 0.0 Ending Stage 10.0 Stage Increment 0.50 Note: Stage Increment<End Elev-Start Elev Other Name Buildings Road Pavement Impervious Area 0.00 0.11 1.23 Start Elev 0.00 3.90 3.84 End Elev 0.00 4.99 5.66 Stage Vert Linear Linear Total Feet Area Area Area Area NAVD88 Ac Ac Ac Ac 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 4.00 0.00 0.01 0.11 0.12 4.50 0.00 0.06 0.45 0.51 5.00 0.00 0.11 0.78 0.89 5.50 0.00 0.11 1.12 1.23 6.00 0.00 0.11 1.23 1.34 6.50 0.00 0.11 1.23 1.34 7.00 0.00 0.11 1.23 1.34 7.50 0.00 0.11 1.23 1.34 8.00 0.00 0.11 1.23 1.34 8.50 0.00 0.11 1.23 1.34 9.00 0.00 0.11 1.23 1.34 9.50 0.00 0.11 1.23 1.34 10.00 0.00 0.11 1.23 1.34 Project: City of Miami Beach-Washington Ave Project No: 60330008 Engineer: MS Date: 7/7/2015 Checked By: PM Date: 1/0/1900 Check Basin Name: WA48 WA48 Computation Type: Existing Condition Stage-Area Datum: NAVD88 Starting Stage 0.0 Ending Stage 10.0 Stage Increment 0.50 Note:Stage Increment<End Elev-Start Elev Other Name Buildings Road Pavement Impervious Area 0.00 0.32 0.80 Start Elev 0.00 3.12 3.11 End Elev 0.00 4.18 8.08 Stage Vert Linear Linear Total Feet Area Area Area Area NAVD88 Ac Ac Ac Ac 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 3.50 0.00 0.11 0.06 0.18 4.00 0.00 0.26 0.14 0.41 4.50 0.00 0.32 0.22 0.54 5.00 0.00 0.32 0.31 0.62 5.50 0.00 0.32 0.39 0.70 6.00 0.00 0.32 0.47 0.78 6.50 0.00 0.32 0.55 0.86 7.00 0.00 0.32 0.63 0.94 7.50 0.00 0.32 0.71 1.03 8.00 0.00 0.32 0.79 1.11 8.50 0.00 0.32 0.80 1.12 9.00 0.00 0.32 0.80 1.12 9.50 0.00 0.32 0.80 1.12 10.00 0.00 0.32 0.80 1.12 Project: City of Miami Beach-Washington Ave Project No: 60330008 Engineer: MS Date: 7/7/2015 Checked By: PM Date: I/0/1900 Check Basin Name: WA49 WA49 Computation Type: Existing Condition Stage-Area Datum: NAVD88 Starting Stage 0.0 Ending Stage 10.0 Stage Increment 0.50 Note: Stage Increment<End Elev-Start Elev Other Name Buildings Road Pavement Impervious Area 0.00 0.18 1.65 Start Elev 0.00 2.84 3.10 End Elev 0.00 4.21 6.55 Stage Vert Linear Linear Total Feet Area Area Area Area NAVD88 Ac Ac Ac Ac 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 3.00 0.00 0.02 0.00 0.02 3.50 0.00 0.08 0.19 0.27 4.00 0.00 0.15 0.43 0.58 4.50 0.00 0.18 0.67 0.84 5.00 0.00 0.18 0.91 1.08 5.50 0.00 0.18 1.15 1.32 6.00 0.00 0.18 1.39 1.56 6.50 0.00 0.18 1.63 1.80 7.00 0.00 0.18 1.65 1.83 7.50 0.00 0.18 1.65 1.83 8.00 0.00 0.18 1.65 1.83 8.50 0.00 0.18 1.65 1.83 9.00 0.00 0.18 1.65 1.83 9.50 0.00 0.18 1.65 1.83 10.00 0.00 0.18 1.65 1.83 • Project: City of Miami Beach-Washington Ave Project No: 60330008 Engineer: MS Date: 7/7/2015 Checked By: PM Date: 1/0/1900 Check Basin Name: WA50, WA50 Computation Type: Existing Condition Stage-Area Datum: NAVD88 Starting Stage 0.0 Ending Stage 10.0 Stage Increment 0.50 Note:Stage Increment<End Elev-Start Elev Other Name Buildings Road Pavement Impervious Area 0.00 1.01 1.27 Start Elev 0.00 1.89 1.60 End Elev 0.00 7.08 6.61 Stage Vert Linear Linear Total Feet Area Area Area Area NAVD88 Ac Ac Ac Ac 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 2.00 0.00 0.02 0.10 0.12 2.50 0.00 0.12 0.23 0.35 3.00 0.00 0.22 0.35 0.57 3.50 0.00 0.31 0.48 0.79 4.00 0.00 0.41 0.61 1.02 4.50 0.00 • 0.51 0.73 1.24 5.00 0.00 0.61 0.86 1.47 5.50 0.00 0.70 0.99 1.69 6.00 0.00 0.80 1.11 1.91 6.50 0.00 0.90 1.24 2.14 7.00 0.00 0.99 1.27 2.26 7.50 0.00 1.01 1.27 2.28 8.00 0.00 1.01 1.27 2.28 8.50 0.00 1.01 1.27 2.28 9.00 0.00 1.01 1.27 2.28 9.50 0.00 1.01 1.27 2.28 10.00 0.00 1.01 1.27 2.28 Project: City of Miami Beach-Washington Ave Project No: 60330008 Engineer: MS Date: 7/7/2015 Checked By: PM Date: 1/0/1900 Check Basin Name: WA51 WA51 • Computation Type: Existing Condition Stage-Area Datum: NAVD88 I Starting Stage 0.0 Ending Stage 10.0 Stage Increment 0.50 Note: Stage Increment<End Elev-Start Elev Other Name Buildings Road Pavement Impervious Area 0.00 0.49 0.71 Start Elev 0.00 2.06 2.23 End Elev 0.00 4.98 5.04 Stage Vert Linear Linear Total Feet Area Area Area Area NAVD88 Ac Ac Ac Ac 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 • 1.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 2.50 0.00 0.07 0.07 0.14 3.00 0.00 0.16 0.19 0.35 3.50 0.00 0.24 0.32 0.56 4.00 0.00 0.33 0.44 0.77 4.50 0.00 0.41 0.57 0.98 5.00 0.00 0.49 0.70 1.19 5.50 0.00 0.49 0.71 1.20 6.00 0.00 0.49 0.71 1.20 6.50 0.00 0.49 0.71 1.20 7.00 0.00 0.49 0.71 1.20 7.50 0.00 0.49 0.71 1.20 8.00 ,0.00 0.49 0.71 1.20 8.50 0.00 0.49 0.71 1.20 9.00 0.00 0.49 0.71 1.20 9.50 0.00 0.49 0.71 1.20 10.00 0.00 0.49 0.71 1.20 • Project: City of Miami Beach-Washington Ave Project No: 60330008 Engineer: MS Date: 7/7/2015 Checked By: PM Date: 1/0/1 900 Check Basin Name: WA52 WA52 Computation Type: Existing Condition Stage-Area Datum: NA VD88 Starting Stage 0.0 Ending Stage 10.0 Stage Increment 0.50 Note:Stage Increment<End Elev-Start Elev Other • Name Buildings Road Pavement Impervious Area 0.00 0.45 1.23 Start Elev 0.00 2.14 2.51 End Elev 0.00 4.17 6.96 Stage Vert Linear Linear Total Feet Area Area Area Area NAVD88 Ac Ac Ac Ac 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 2.50 0.00 0.08 0.00 0.08 3.00 0.00 0.I9 0.14 0.33 3.50 0.00 0.30 0.27 0.58 4.00 0.00 0.41 0.41 0.82 4.50 0.00 0.45 0.55 1.00 5.00 0.00 0.45 0.69 1.14 5.50 0.00 0.45 0.83 I.28 6.00 0.00 0.45 0.97 1.42 6.50 0.00 0.45 1.11 1.55 7.00 0.00 0.45 1.23 I.68 7.50 0.00 0.45 1.23 1.68 8.00 0.00 0.45 1.23 1.68 8.50 0.00 0.45 1.23 1.68 9.00 0.00 0.45 1.23 1.68 9.50 0.00 0.45 1.23 1.68 10.00 0.00 0.45 1.23 1.68 Project: City of Miami Beach-Washington Ave Project No: 60330008 Engineer: MS Date: 7/7/2015 Checked By: PM Date: 1/0/1900 Check Basin Name: WA53 WA53 Computation Type: Existing Condition Stage-Area Datum: NAVD88 Starting Stage 0.0 Ending Stage ! 10.0 Stage Increment 0.50 Note: Stage Increment<End Elev-Start Elev Other Name Buildings Road Pavement Impervious Area 0.00 0.71 2.52 Start Elev 0.00 2.40 1.73 End Elev 0.00 7.54 7.45 Stage Vert Linear Linear Total Feet Area Area Area Area NAVD88 Ac Ac Ac Ac 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 - 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.12 0.12 2.50 0.00 0.01 0.34 0.35 3.00 0.00 0.08 0.56 0.64 3.50 0.00 0.15 0.78 0.93 4.00 0.00 0.22 1.00 1.22 4.50 0.00 0.29 1.22 1.51 5.00 0.00 0.36 1.44 1.80 5.50 0.00 0.43 1.66 2.09 6.00 0.00 0.50 1.88 2.38 6.50 0.00 0.57 2.10 2.66 7.00 0.00 0.63 2.32 2.95 7.50 0.00 0.70 2.52 3.22 8.00 0.00 0.71 2.52 3.23 8.50 0.00 0.71 2.52 3.23 9.00 0.00 0.71 2.52 3.23 9.50 0.00 0.71 2.52 3.23 10.00 0.00 0.71 2.52 3.23 Project: City of Miami Beach- Washington Ave Project No: 60330008 Engineer: MS Date: 7/7/2015 Checked By: PM . Date: I/0/1900 Check Basin Name: WA54 WA54 Computation Type: Existing Condition Stage-Area Datum: NAVD88 Starting Stage 0.0 Ending Stage 10.0 Stage Increment 0.50 Note:Stage Increment<End Elev-Start Elev Other Name Buildings Road Pavement Impervious Area 0.00 0.66 1.83 Start Elev 0.00 3.28 2.58 End Elev 0.00 6.69 6.58 Stage Vert Linear Linear Total Feet Area Area Area Area NAVD88 Ac Ac Ac Ac 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.19 0.19 3.50 0.00 0.04 0.42 0.46 4.00 0.00 0.14 0.65 0.79 4.50 0.00 0.24 0.88 1.12 5.00 0.00 0.33 1.11 1.44 5.50 0.00 0.43 1.34 1.77 6.00 0.00 0.53 1.56 2.09 6.50 0.00 0.63 1.79 2.42 7.00 0.00 0.66 1.83 2.49 , 7.50 0.00 0.66 1.83 2.49 8.00 0.00 0.66 1.83 2.49 8.50 0.00 0.66 1.83 2.49 9.00 0.00 0.66 1.83 2.49 9.50 0.00 0.66 1.83 2.49 10.00 0.00 0.66 1.83 2.49 Project: City of Miami Beach-Washington Ave Project No: 60330008 Engineer: MS Date: 7/7/2015 Checked By: PM Date: 1/0/1900 Check Basin Name: WA55 WA55 Computation Type: Existing Condition Stage-Area Datum: NAVD88 Starting Stage 0.0 Ending Stage 10.0 Stage Increment 0.50 Note:Stage Increment<End Elev-Start Elev Other Name Buildings Road Pavement Impervious Area 0.00 0.43 1.27 Start Elev 0.00 2.00 2.12 End Elev 0.00 5.10 6.83 Stage Vert Linear Linear Total Feet Area Area Area Area NAVD88 Ac Ac Ac Ac 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 2.50 0.00 0.07 0.10 0.17 3.00 0.00 0.14 0.24 0.37 3.50 0.00 0.21 0.37 0.58 4.00 0.00 0.28 0.51 0.78 4.50 0.00 0.35 0.64 0.99 5.00 0.00 0.41 0.78 1.19 5.50 0.00 0.43 0.91 1.34 6.00 0.00 0.43 1.05 1.47 6.50 0.00 0.43 1.18 1.61 7.00 0.00 0.43 1.27 1.70 7.50 0.00 0.43 1.27 1.70 8.00 0.00 0.43 1.27 1.70 8.50 0.00 0.43 1.27 1.70 9.00 0.00 0.43 1.27 1.70 9.50 0.00 0.43 1.27 1.70 10.00 0.00 0.43 1.27 1.70 Project: City of Miami Beach-Washington Ave Project No: 60330008 Engineer: MS Date: 7/7/2015 Checked By: PM Date: I/0/1900 Check Basin Name: WA56 WA56 Computation Type: Existing Condition Stage-Area Datum: NAVD88 Starting Stage 0.0 Ending Stage 10.0 Stage Increment 0.50 Note:Stage Increment<End Elev-Start Elev Other Name Buildings Road Pavement Impervious Area 0.00 0.49 1.63 Start Elev 0.00 2.12 2.22 End Elev 0.00 6.27 6.64 Stage Vert Linear Linear Total Feet Area Area Area Area NAVD88 Ac Ac Ac Ac 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 2.50 0.00 0.05 0.10 0.15 3.00 0.00 0.10 0.29 0.39 3.50 0.00 0.16 0.47 0.64 4.00 0.00 0.22 0.66 0.88 4.50 0.00 0.28 0.84 1.12 5.00 0.00 0.34 1.03 1.37 5.50 0.00 0.40 1.21 1.61 6.00 0.00 0.46 1.40 1.86 6.50 0.00 0.49 1.58 2.07 7.00 0.00 0.49 1.63 2.12 7.50 0.00 0.49 1.63 2.12 8.00 0.00 0.49 1.63 2.12 8.50 0.00 0.49 1.63 2.12 9.00 0.00 0.49 1.63 2.12 9.50 0.00 0.49 1.63 2.12 10.00 0.00 0.49 1.63 2.12 Project: City of Miami Beach- Washington Ave Project No: 60330008 Engineer: MS Date: 7/7/2015 Checked By: PM Date: I/0/1900 Check Basin Name: WA57 WA57 Computation Type: Existing Condition Stage-Area Datum: NAVD88 Starting Stage 0.0 Ending Stage 10.0 Stage Increment 0.50 Note:Stage Increment<End Elev-Start Elev Other Name Buildings Road Pavement Impervious Area 0.00 1.21 2.33 Start Elev 0.00 1.64 1.17 End Elev 0.00 3.18 8.20 Stage Vert Linear Linear Total Feet Area Area Area Area NAVD88 Ac Ac Ac Ac 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.11 0.11 2.00. 0.00 0.28 0.28 0.56 2.50 0.00 0.68 0.44 1.12 3.00 0.00 1.07 0.61 1.67 3.50 0.00 1.21 0.77 1.98 4.00 0.00 1.21 0.94 2.14 4.50 0.00 1.21 1.10 2.31 5.00 0.00 1.21 1.27 2.47 5.50 0.00 1.21 1.43 2.64 6.00 0.00 1.21 1.60 2.80 6.50 0.00 1.21 1.76 2.97 7.00 0.00 1.21 1.93 3.14 7.50 0.00 1.21 2.10 3.30 8.00 0.00 1.21 2.26 3.47 8.50 0.00 1.21 2.33 3.53 9.00 0.00 1.21 2.33 3.53 9.50 0.00 1.21 2.33 3.53 10.00 0.00 1.21 2.33 3.53 Project: City of Miami Beach-Washington Ave Project No: 60330008 Engineer: MS Date: 7/7/2015 Checked By: PM Date: 1/0/1900 Check Basin Name: WA58 WA58 Computation Type: Existing Condition Stage-Area Datum: NAVD88 Starting Stage 0.0 Ending Stage 10.0 Stage Increment 0.50 Note:Stage Increment<End Elev-Start Elev Other Name Buildings Road Pavement Impervious Area 0.00 0.40 0.51 Start Elev 0.00 1.91 2.03 End Elev 0.00 4.51 6.73 Stage Vert Linear Linear Total Feet Area Area Area Area NAVD88 Ac Ac Ac Ac 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 2.00 0.00 0.01 0.00 0.01 2.50 0.00 0.09 0.05 0.14 3.00 0.00 0.17 0.11 0.27 3.50 0.00 0.24 0.16 0.40 4.00 0.00 0.32 0.21 0.53 4.50 0.00 0.40 0.27 0.66 5.00 0.00 0.40 0.32 0.72 5.50 0.00 0.40 0.38 0.78 6.00 0.00 0.40 0.43 0.83 6.50 0.00 0.40 0.49 0.89 7.00 0.00 0.40 0.51 0.91 7.50 0.00 0.40 0.51 0.91 8.00 0.00 0.40 0.51 0.91 8.50 0.00 0.40 0.51 i 0.91 9.00 0.00 0.40 0.51 0.91 9.50 0.00 0.40 0.51 0.91 10.00 0.00 0.40 0.51 0.91 • Project: City of Miami Beach- Washington Ave Project No: 60330008 Engineer: MS Date: 7/7/2015 Checked By: PM Date: 1/0/1900 Check Basin Name: WA59 WA59 Computation Type: Existing Condition Stage-Area Datum: NAVD88 Starting Stage 0.0 Ending Stage 10.0 Stage Increment 0.50 Note:Stage Increment<End Elev-Start Elev Other Name Buildings Road Pavement Impervious Area 0.00 0.42 0.60 Start Elev 0.00 1.29 1.76 End Elev 0.00 5.84 11.30 Stage Vert Linear Linear Total Feet Area Area Area Area NAVD88 Ac Ac Ac Ac 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.50 0.00 0.02 0.00 0.02 2.00 0.00 0.07 0.01 0.08 2.50 0.00 0.11 0.05 0.16 3.00 0.00 0.I6 0.08 0.24 3.50 0.00 0.20 0.11 0.31 4.00 0.00 0.25 0.14 0.39 4.50 0.00 0.30 0.17 0.47 5.00 0.00 0.34 0.20 0.54 5.50 0.00 0.39 0.23 0.62 6.00 0.00 0.42 0.26 0.68 6.50 0.00 0.42 0.30 0.72 7.00 0.00 0.42 0.33 0.75 7.50 0.00 0.42 0.36 0.78 8.00 0.00 0.42 0.39 0.81 8.50 0.00 0.42 0.42 0.84 9.00 0.00 0.42 0.45 0.87 9.50 0.00 0.42 0.48 0.90 10.00 0.00 0.42 0.51 0.93 Project: City of Miami Beach-Washington Ave Project No: 60330008 Engineer: MS Date: 7/7/2015 Checked By: PM Date: I/0/1900 Check Basin Name: WA60 WA60 Computation Type: Existing Condition Stage-Area Datum: NAVD88 Starting Stage 0.0 Ending Stage 10.0 Stage Increment 0.50 Note: Stage Increment<End Elev-Start Elev Other Name Buildings Road Pavement Impervious Area 0.00 0.27 0.63 Start Elev 0.00 1.10 - 1.28 End Elev 0.00 2.56 10.71 Stage Vert Linear Linear Total Feet Area Area Area Area NAVD88 Ac Ac Ac Ac 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.50 0.00 0.08 0.01 0.09 2.00 0.00 0.17 0.05 0.22 2.50 0.00 0.26 0.08 0.34 3.00 0.00 0.27 0.11 0.39 3.50 0.00 0.27 0.15 0.42 4.00 0.00 0.27 0.18 0.45 4.50 0.00 0.27 0.21 0.49 5.00 0.00 0.27 0.25 0.52 5.50 0.00 0.27 0.28 0.55 6.00 0.00 0.27 0.31 0.59 6.50 0.00 0.27 0.35 0.62 7.00 0.00 0.27 0.38 0.65 7.50 0.00 0.27 0.41 0.69 8.00 0.00 0.27 0.45 0.72 8.50 0.00 0.27 0.48 0.75 9.00 0.00 0.27 0.51 0.79 9.50 0.00 0.27 0.55 0.82 10.00 0.00 0.27 0.58 0.85 • Project: City of Miami Beach-Washington Ave Project No: 60330008 Engineer: MS Date: J 7/7/2015 Checked By: PM Date: 1/0/1900 Check Basin Name: WA6I WA6I Computation Type: Existing Condition Stage-Area Datum: NAVD88 Starting Stage 0.0 Ending Stage 10.0 Stage Increment 0.50 Note: Stage Increment<End Elev-Start Elev Other Name Buildings Road Pavement Impervious Area 0.00 0.21 0.71 Start Elev 0.00 1.36 1.30 End Elev 0.00 2.36 4.53 Stage Vert Linear Linear Total Feet Area Area Area Area NAVD88 Ac Ac Ac Ac 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.50 0.00 0.03 0.04 0.07 2.00 0.00 0.13 0.15 0.29 2.50 0.00 0.21 0:26 0.47 3.00 0.00 0.21 0.37 0.58 3.50 0.00 0.21 0.48 0.69 4.00 0.00 0.21 0.59 0.80 4.50 0.00 0.21 0.70 0.91 5.00 0.00 0.21 0.71 0.91 1 5.50 0.00 0.21 0.71 0.91 6.00 0.00 0.21 0.71 0.91 6.50 0.00 0.21 0.71 0.91 7.00 0.00 0.21 0.71 0.91 7.50 0.00 0.21 0.71 0.91 8.00 0.00 0.21 0.71 0.91 8.50 0.00 0.21 0.71 0.91 9.00 0.00 0.21 0.71 0.91 9.50 0.00 0.21 0.71 0.91 10.00 0.00 0.21 0.71 0.91 Project: City of Miami Beach-Washington Ave Project No: 60330008 Engineer: MS Date: 7/7/2015 Checked By: PM Date: 1/0/1900 Check Basin Name: WA62 WA62 Computation Type: Existing Condition Stage-Area Datum: NAVD88 Starting Stage 0.0 Ending Stage 10.0 Stage Increment 0.50 Note: Stage Increment<End Elev-Start Elev Other Name Buildings Road Pavement Impervious Area 0.00 0.78 1.33 Start Elev 0.00 1.31 1.61 End Elev 0.00 6.44 7.71 Stage Vert Linear Linear Total Feet Area Area Area Area NAVD88 Ac Ac Ac Ac 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.50 0.00 0.03 0.00 0.03 2.00 0.00 0.10 0.08 0.19 2.50 0.00 0.18 0.19 0.37 3.00 0.00 0.26 0.30 0.56 3.50 0.00 0.33 0.41 0.74 4.00 ' 0.00 0.41 0.52 0.93 4.50 0.00 0.48 0.63 1.11 5.00 0.00 0.56 0.74 1.29 5.50 0.00 0.63 0.85 1.48 6.00 0.00 0.71 0.95 1.66 6.50 0.00 0.78 1.06 1.84 7.00 0.00 0.78 1.17 1.95 7.50 0.00 0.78 1.28 2.06 8.00 0.00 0.78 1.33 2.10 8.50 0.00 0.78 1.33 2.10 9.00 0.00 0.78 1.33 2.10 9.50 0.00 0.78 1.33 2.10 10.00 0.00 0.78 1.33 2.10 Appendix B - Nodal Diagram 'V ., a 417,, • _a , 41:i t., , iiii*if __cil t * w �. 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E City of Miami Beach �� o ▪ aoo soo Washington Avenue Nodal Diagram 4 COM Feet .+..•..00.r.•.catc.m+..o.n,.. ... .mr • • • • • • • _ Appendix C -:ICPR Input Report ., rr t ___= Basins Name: WAD Node: WAO Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: UH150 Peaking Factor: 150.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 4.596 Time Shift(hrs): 0.00 Curve Number: 95.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 Name: WA34 Node: WA34 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: UH150 Peaking Factor: 150.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 2.533 Time Shift(hrs): 0.00 Curve Number: 95.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 Name: WA35 Node: WA35 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: UH150 Peaking Factor: 150.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 3.204 Time Shift(hrs): 0.00 Curve Number: 95.00 Max Allowable Q(cfs): 999999.000 DCIA(%) : 0.00 Name: WA36 Node: WA36 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: UH150 Peaking Factor: 150.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 4.784 Time Shift(hrs): 0.00 Curve Number: 95.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 Name: WA37 Node: WA37 Status: Onsite ' Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: UH150 Peaking Factor: 150.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 2.682 Time Shift(hrs): 0.00 Curve Number: 95.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 Name: WA39 Node: WA39 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: UH150 Peaking Factor: 150.0 Rainfall File: Storm Duration(hrs): 0.00 , Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 2.920 Time Shift(hrs): 0.00 Curve Number: 95.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 Name: WA40 Node: WA40 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Cl Unit Hydrograph: UH150 Peaking Factor: 150.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 3.346 Time Shift(hrs): 0.00 Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page I of 39 Curve Number: 95.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 Name: WA42 Node: WA42 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: UH150 Peaking Factor: 150.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 2.377 Time Shift(hrs): 0.00 Curve Number: 95.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 Name: WA43 Node: WA43 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: UH150 Peaking Factor: 150.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 3.432 Time Shift(hrs): 0.00 Curve Number: 95.00 Max Allowable Q(cfs): 999999.000 DCIA($): 0.00 Name: WA44 Node: WA44 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: UH150 Peaking Factor: 150.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 3.644 Time Shift(hrs): 0.00 Curve Number: 95.00 Max Allowable Q(cfs): 999999.000 DCIA($): 0.00 Name: WA45 Node: WA45 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: UH150 Peaking Factor: 150.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 0.934 Time Shift(hrs): 0.00 Curve Number: 95.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 Name: WA46 Node: WA46 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: UH150 Peaking Factor: 150.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 1.132 Time Shift(hrs): 0.00 Curve Number: 95.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 Name: WA47 Node: WA47 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: UH150 Peaking Factor: 150.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 1.340 Time Shift(hrs): 0.00 Curve Number: 95.00 Max Allowable Q(cfs): 999999.000 DCIA($): 0.00 Name: WA48 Node: WA48 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CM Unit Hydrograph: UH150 Peaking Factor: 150.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 2 of 39 Area(ac): 1.557 Time Shift(hrs): 0.00 Curve Number: 95.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 Name: WA49 Node: WA49 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: UH150 Peaking Factor: 150.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac) : 1.838 Time Shift(hrs): 0.00 Curve Number: 95.00 Max Allowable Q(cfs): 999999.000 DCIA(°%) : 0.00 Name: WA50 Node: WA50 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: UH150 Peaking Factor: 150.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 3.409 Time Shift(hrs): 0.00 Curve Number: 95.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 Name: WA51 Node: WA51 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: UH150 Peaking Factor: 150.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 1.753 Time Shift(hrs): 0.00 Curve Number: 95.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 Name: WA52 Node: WA52 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CM Unit Hydrograph: UH150 Peaking Factor: 150.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 2.698 Time Shift(hrs): 0.00 Curve Number: 95.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 Name: WA54 Node: WA54 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: UH150 Peaking Factor: 150.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 3.952 Time Shift(hrs): 0.00 Curve Number: 95.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 Name: WA55 Node: WA55 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: UH150 Peaking Factor: 150.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 1.753 Time Shift(hrs): 0.00 Curve Number: 95.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 Name: WA56 Node: WA56 Status: Onsite Group: BASE Type: SCS Unit Hydrograph ON Unit Hydrograph: UH150 Peaking Factor: 150.0 Rainfall File: Storm Duration(hrs): 0.00 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 3 of 39 • Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 2.187 Time Shift(hrs): 0.00 Curve Number: 95.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 Name: WA57 Node: WA57 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: UH150 Peaking Factor: 150.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 5.665 Time Shift(hrs): 0.00 Curve Number: 95.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 Name: WA58 Node: WA58 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: UH150 Peaking Factor: 150.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 1.507 Time Shift(hrs): 0.00 Curve Number: 95.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 Name: WA59 Node: WA59 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: UH150 Peaking Factor: 150.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 2.406 Time Shift(hrs): 0.00 Curve Number: 95.00 Max Allowable Q(cfs): 999999.000 DCIA(o): 0.00 Name: WA60 Node: WA60 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: UH150 Peaking Factor: 150.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 3.113 Time Shift(hrs): 0.00 Curve Number: 95.00 Max Allowable Q(cfs): 999999.000 DCIA(o): 0.00 Name: WA61 Node: WA61 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: UH150 Peaking Factor: 150.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 1.022 Time Shift(hrs): 0.00 Curve Number: 95.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 Name: WA62 Node: WA62 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: UH150 Peaking Factor: 150.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 2.973 Time Shift(hrs): 0.00 Curve Number: 95.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ___= Nodes Name: Energy Dis. Base Flow(cfs) : 0.000 Init Stage(ft): 2.700 Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 4 of 39 Group: BASE Warn Stage(ft): 0.000 Type: Stage/Area Stage(ft) Area(ac) -9.500 0.0001 3.000 0.0001 Name: MH100 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 0.000 Type: Manhole, Flat Floor Stage(ft) Area(ac) -9.500 0.0001 3.000 0.0001 Name: MH101 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 0.000 Type: Manhole, Flat Floor Stage(ft) Area(ac) -9.500 0.0001 3.000 0.0001 Name: MH102 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Warn Stage(ft): 0.000 Type: Stage/Area Stage(ft) Area(ac) -9.500 0.0001 3.000 0.0001 Name: MH103 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Warn Stage(ft): 0.000 Type: Stage/Area Stage(ft) Area(ac) -9.500 0.0001 3.000 0.0001 Name: MH104 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 0.000 Type: Manhole, Flat Floor Stage(ft) Area(ac) -9.500 0.0001 3.000 0.0001 Name: MH105 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 0.000 Type: Manhole, Flat Floor Stage(ft) Area(ac) -9.500 0.0001 3.000 0.0001 Name: MH106 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 0.000 Type: Manhole, Flat Floor Stage(ft) Area(ac) - Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 5 of 39 -9.500 0.0001 3.000 0.0001 Name: MH107 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 0.000 Type: Manhole, Flat Floor Stage(ft) Area(ac) -9.500 0.0001 3.000 0.0001 Name: MH66 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 0.000 Type: Manhole, Flat Floor Stage(ft) Area(ac) -9.500 0.0001 3.000 0.0001 Name: MH67 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 0.000 Type: Manhole, Flat Floor Stage(ft) Area(ac) -9.500 0.0001 3.000 0.0001 Name: MH68 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 0.000 Type: Manhole, Flat Floor Stage(ft) Area(ac) -9.500 , .0.0001 • 3.000 0.0001 Name: MH69 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 0.000 Type: Manhole, Flat Floor Stage(ft) Area(ac) -9.500 0.0001 3.000 0.0001 Name: MH70 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 0.000 Type: Manhole, Flat Floor Stage(ft) Area(ac) -9.500 0.0001 3.000 0.0001 Name: MH71 Base Flow(cfs): 0.000 Init Stage(fc): -4.000 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 0.000 Type: Manhole, Flat Floor Stage(ft) Area(ac) -9.500 0.0001 3.000 0.0001 Name: MH72 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 6 of 39 • Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 0.000 Type: Manhole, Flat Floor Stage(Et) Area(ac) -9.500 0.0001 3.000 0.0001 Name: MH73 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 0.000 Type: Manhole, Flat Floor Stage(ft) Area(ac) -9.500 0.0001 3.000 0.0001 Name: MH79 Base Flow(cfs): 0.000 Init Stage(fc): -4.000 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 0.000 Type: Manhole, Flat Floor Stage(ft) Area(ac) -9.500 0.0001 3.000 0.0001 Name: MH80 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 0.000 Type: Manhole, Flat Floor Stage(ft) Area(ac) -9.500 0.0001 3.000 0.0001 Name: MH81 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 0.000 Type: Manhole, Flat Floor Stage(ft) Area(ac) -9.500 0.0001 3.000 0.0001 Name: MH82 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 0.000 Type: Manhole, Flat Floor Stage(ft) Area(ac) -9.500 0.0001 3.000 0.0001 Name: MH83 Base F1ow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Plunge Factor: 1.00 Warn Scage(ft): 0.000 Type: Manhole, Flat Floor Stage(ft) Area(ac) -9.500 0.0001 3.000 0.0001 Name: MHB4 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Plunge Factor: 1.00 Warn Stage(fc): 0.000 Type: Manhole, Flat Floor Stage(Et) Area(ac) Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 7 of 39 -9.500 0.0001 3.000 0.0001 Name: MH85 Base Flow(cfs): 0.000 Inir Stage(ft): -4.000 Group: BASE Plunge Factor: 1.00 warn Stage(ft): 0.000 Type: Manhole, Flat Floor Stage(ft) Area(ac) -9.500 0.0001 3.000 0.0001 Name: MH86 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 0.000 Type: Manhole, Flat Floor Stage(ft) Area(ac) -9.500 0.0001 3.000 0.0001 Name: MH87 Base Flow(cfs) : 0.000 Init Stage(ft): -4.000 - Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 0.000 Type: Manhole, Flat Floor Stage(ft) Area(ac) -9.500 0.0001 3.000 0.0001 Name: MH89 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Warn Stage(ft): 0.000 Type: Stage/Area Stage(ft) Area(ac) 9.500 0.0001 • 3.000 0.0001 Name: MH91 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 0.000 Type: Manhole, Flat Floor Stage(ft) Area(ac) -9.500 0.0001 3.000 0.0001 Name: MH92 Base Flow(cfs): 0.000 Inir Stage(ft): -4.000 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 0.000 Type: Manhole, Flat Floor Stage(ft) Area(ac) -9.500 0.0001 3.000 0.0001 Name: MH98 Base Flow(cfs): 0.000 Inir Stage(ft): -4.000 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 0.000 Type: Manhole, Flat Floor Stage(ft) Area(ac) -9.500 0.0001 3.000 0.0001 Name: MH99 Base Flow(cfs) : 0.000 Init Stage(ft) : -4.000 Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 8 of 39 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 0.000 Type: Manhole, Flat Floor Stage(fc) Area(ac) -9.500 0.0001 3.000 0.0001 Name: Outfalll Base Flow(cfs): 0.000 Init Stage(ft): 2.700 Group: BASE Warn Stage(ft): 0.000 Type: Time/Stage Time(hrs) Stage(ft) 0.00 2.700 50.00 2.700 Name: Outfell2 Base Flow(cfs): 0.000 Init Stage(ft): 2.700 Group: BASE Warn Stage(ft): 0.000 Type: Time/Stage Time(hrs) Stage(ft) 0.00 2.700 50.00 2.700 Name: Outfall3 Base Flow(cfs): 0.000 Init Stage(ft): 2.700 • Group: BASE Warn Stage(ft): 0.000 Type: Time/Stage Time(hrs) Stage(ft) 0.00 2.700 50.00 2.700 Name: Outfall5 Base Flow(cfs): 0.000 Init Stage(ft): 2.700 Group: BASE Warn Stage(ft): 0.000 Type: Time/Stage Time(hrs) Stage(ft) 0.00 2.700 50.00 2.700 Name: Outfall6 Base Flow(cfs): 0.000 Init Stage(ft): 2.700 Group: BASE Warn Stage(ft): 0.000 Type: Time/Stage Time(hrs) Stage(ft) 0.00 2.700 50.00 2.700 Name: Overflow Struct Base Flow(cfs): 0.000 Init Stage(ft): 2.700 Group: BASE Warn Stage(ft): 0.000 Type: Stage/Area Stage(ft) Area(ac) -8.200 0.0015 3.000 0.0015 Name: Pump1MH Base Flow(cfs): 0.000 Init Stage(ft): -4.400 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 0.000 Type: Manhole, Flat Floor Stage(ft) Area(ac) Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 9 of 39 -15.500 0.0040 3.000 0.0040 Name: Pump2MH Base Flow(cfs): 0.000 Init Stage(ft): -4.400 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 0.000 , Type: Manhole, Flat Floor Stage(ft) Area(ac) -15.500 0.0040 3.000 0.0040 Name: S-4 Base Flow(cfs): 0.000. Init Stage(ft): -4.000 Group: BASE Warn Stage(ft): 0.000 Type: Stage/Area Stage(ft) Area(ac) -9.500 0.0001 3.000 0.0001 Name: 5-5 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Warn Stage(ft): 0.000 Type: Stage/Area Stage(ft) Area(ac) -9.500 0.0001 4.400 0.0001 Name: WAO Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Warn Stage(ft): 2.400 Type: Stage/Area Stage(ft) Area(ac) -9.500 0.0001 1.400 0.0001 1.500 0.0900 2.000 0.2200 2.500 0.3900 3.000 0.5600 3.500 0.7200 4.000 0.8900 4.500 1.0600 5.000 1.2300 5.500 1.4000 6.000 1.5700 6.500 1.7400 7.000 1.9100 7.500 2.0400 8.000 2.1200 8.500 2.2100 9.000 2.3000 9.500 2.3800 10.000 2.4700 Name: WA34 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE warn Stage(ft): 3.140 Type: Stage/Area Stage(ft) Area(ac) -9.500 0.0001 1.900 0.0001 2.000 0.1000 2.500 0.2200 3.000 0.3900 3.500 0.6300 4.000 0.8600 4.500 1.1000 5.000 1.3400 5.500 1.5400 6.000 1.6700 Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 10 of 39 6.500 1.7900 7.000 1.9200 7.500 2.0400 9.000 2.1000 Name: WA35 Base Flow(cfs): 0.000 Init Scage(ft): -4.000 Group: BASE Warn Stage(ft): 2.640 Type: Stage/Area Stage(ft) Area(ac) -9.500 0.0001 1.900 0.0001 2.000 0.1100 2.500 0.2100 3.000 0.4500 3.500 0.7200 4.000 0.9800 4.500 1.1700 5.000 1.2800 5.500 1.3800 6.000 1.4800 6.500 1.5900 7.000 1.6900 7.500 1.7900 8.000 1.9000 8.500 2.0000 Name: WA36 Base Flow(cfs): 0.000 Init Stage(Et): -4.000 Group: BASE Warn Stage(ft): 2.630 Type: Stage/Area Stage(ft) Area(ac) -9.500 0.0001 1.400 0.0001 1.500 0.2200 2.000 0.4800 2.500 0.7300 3.000 1.0000 3.500 1.2700 4.000 1.5400 4.500 1.8100 5.000 2.0800 5.500 2.3500 6.000 2.6200 6.500 2.8900 7.000 3.1600 7.500 3.4300 8.000 3.6900 8.500 3.9500 9.000 4.0600 Name: WA37 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Warn Stage(ft): 2.710 Type: Stage/Area Stage(ft) Area(ac) -9.500 0.0001 2.400 0.0001 2.500 0.0100 3.000 0.2300 3.500 0.4800 4.000 0.7200 4.500 0.9700 5.000 1.1300 5.500 1.2400 6.000 1.3500 6.500 1.4700 7.000 1.5000 Name: WA39 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Warn Stage(ft): 3.630 Type: Stage/Area Stage(ft) Area(ac) Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page I I of 39 -9.500 0.0001 3.400 0.0001 3.500 0.1400 4.000 0.3900 4.500 0.6300 5.000 0.8700 5.500 1.0500 6.000 1.1500 6.500 1.2500 Name: WA40 Base Flow(cfs): 0.000 Inic Stage(fc): -4.000 Group: BASE Warn Stage(ft): 2.630 Type: Stage/Area Stage(ft) Area(ac) -9.500 0.0001 1.400 0.0001 1.500 0.0800 2.000 0.1800 2.500 0.3600 3.000 0.6200 3.500 0.8900 4.000 1.1600 4.500 1.2700 5.000 1.3700 5.500 1.4800 6.000 1.5800 6.500 1.6800 7.000 1.7900 7.500 1.8900 8.000 1.9900 8.500 2.0600 Name: WA42 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Warn Stage(ft): 2.970 Type: Stage/Area Scage(ft) Area(ac) -9.500 0.0001 1.900 0.0001 2.000 0.0200 2.500 0.1300 3.000 0.2800 3.500 0.5200 4.000 0.7600 4.500 0.9900 5.000 1.1400 5.500 1.2500 6.000 1.3600 6.500 1.3700 Name: WA43 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Warn Stage(ft): 2.590 Type: Stage/Area Stage(fc) Area(ac) -9.500 0.0001 1.900 0.0001 2.000 0.0200 2.500 0.3400 3.000 0.6600 3.500 0.9800 4.000 1.3000 4.500 1.6200 5.000 1.7300 5.500 1.9300 6.000 1.9300 6.500 2.0300 7.000 2.1300 7.500 2.2300 8.000 2.3300 8.500 2.4400 9.000 2.4600 Name: WA44 Base Flow(cfs): 0.000 Init Stage(fc): -4.000 Group: BASE Warn Stage(ft): 3.450 Type: Stage/Area Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 12 of 39 Stage(ft) Area(ac) -9.500 0.0001 2.900 0.0001 3.000 0.0900 3.500 0.3400 4.000 0.5800 4.500 0.8200 5.000 1.0700 5.500 1.3100 6.000 1.5500 6.500 1.8000 7.000 2.0000 7.500 2.1600 Name: WA45 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Warn Stage(ft): 3.520 Type: Stage/Area Stage(ft) Area(ac) -9.500 0.0001 3.900 0.0001 4.000 0.0900 4.500 0.1800 5.000 0.2800 5.500 0.3700 6.000 0.4600 6.500 0.5500 7.000 0.6400 7.500 0.6600 Name: WA46 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Warn Stage(ft): 3.440 Type: Stage/Area Stage(ft) Area(ac) -9.500 0.0001 3.400 0.0001 3.500 0.1700 4.000 0.4600 4.500 0.7300 5.000 0.9200 5.500 1.0800 Name: WA47 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Warn Stage(ft): 4.410 Type: Stage/Area Stage(ft) Area(ac) -9.500 0.0001 3.900 0.0001 4.000 0.1300 4.500 0.5600 5.000 0.8900 5.500 1.2300 6.000 1.3400 Name: WA48 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Warn Stage(ft): 3.320 Type: Stage/Area Stage(ft) Area(ac) -9.500 0.0001 3.400 0.0001 3.500 0.1800 4.000 0.4100 4.500 0.5400 5.000 0.6200 5.500 0.7000 6.000 0.7800 6.500 0.8600 Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 13 of 39 7.000 0.9400 7.500 1.0300 8.000 1.1100 8.500 1.1200 Name: WA49 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Warn Stage(ft): 3.500 Type: Stage/Area Stage(ft) Area(ac) -9.500 0.0001 2.900 0.0001 3.000 0.0200 3.500 0.2700 4.000 0.5800 4.500 0.8400 5.000 1.0800 5.500 1.3200 6.000 1.5600 6.500 1.8000 7.000 1.8300 Name: WA50 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Warn Stage(ft): 2.400 Type: Stage/Area Stage(ft) Area(ac) -9.500 0.0001 1.900 0.0001 2.000 0.1200 2.500 0.3500 3.000 0.5700 3.500 0.7900 4.000 1.0200 4.500 1.2400 5.000 1.4700 5.500 1.6900 6.000 1.9100 6.500 2.1400 7.000 2.2600 7.500 . 2.2800 Name: WA51 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Warn Stage(ft): 2.590 Type: Stage/Area Stage(ft) Area(ac) -9.500 0.0001 2.400 0.0001 2.500 0.1400 3.000 0.3500 3.500 0.5600 4.000 0.7700 4.500 0.9800 5.000 1.1900 5.500 1.2000 Name: WA52 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Warn Stage(ft): 2.690 Type: Stage/Area Stage(ft) Area(ac) -9.500 0.0001 2.400 0.0001 2.500 0.0800 3.000 0.3300 3.500 0.5800 4.000 0.8200 4.500 1.0000 5.000 1.1400 5.500 1.2800 6.000 1.4200 6.500 1.5500 7.000 1.6800 Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 14 of 39 Name: WA54 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Warn Stage(ft): 3.620 Type: Stage/Area Stage(ft) Area(ac) -9.500 0.0001 2.900 0.0001 3.000 0.1900 3.500 0.4600 4.000 0.7900 4.500 1.1200 5.000 1.4400 5.500 1.7700 6.000 2.0900 6.500 2.4200 7.000 2.4900 Name: WA55 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Warn Stage(ft): 2.650 Type: Stage/Area Stage(ft) Area(ac) -9.500 0.0001 2.400 0.0001 2.500 0.1700 3.000 0.3700 3.500 0.5800 4.000 0.7800 4.500 0.9900 5.000 1.1900 5.500 1.3400 6.000 1.4700 6.500 1.6100 7.000 1.7000 Name: WA56 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 2.650 Type: Manhole, Flat Floor • • Stage(ft) Area(ac) -9.500 0.0001 2.400 0.0001 2.500 0.1500 3.000 0.3900 3.500 0.6400 4.000 0.8800 4.500 1.1200 5.000 1.3700 5.500 1.6100 6.000 1.8600 6.500 2.0700 7.000 2.1200 Name: WA57 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Warn Stage(ft): 1.990 Type: Stage/Area Stage(ft) Area(ac) -9.500 0.0000 1.400 0.0000 1.500 0.1100 2.000 0.5600 2.500 1.1200 3.000 1.6700 3.500 1.9800 4.000 2.1400 4.500 2.3100 5.000 2.4700 5.500 2.6400 6.000 2.8000 6.500 2.9700 7.000 3.1400 7.500 3.3000 Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 15 of 39 8.000 3.4700 8.500 3.5300 Name: WA58 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Warn Stage(ft): 2.520 Type: Stage/Area Stage(ft) Area(ac) -9.500 0.0001 1.900 0.0001 2.000 0.0100 2.500 0.1400 3.000 0.2700 3.500 0.4000 4.000 0.5300 4.500 0.6600 5.000 0.7200 5.500 0.7800 6.000 0.8300 6.500 0.8900 7.000 0.9100 Name: WA59 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Warn Stage(ft): 2.520 Type: Stage/Area Stage(ft) Area(ac) -9.500 0.0001 1.400 0.0001 1.500 0.0200 2'.000 0.0800 2.500 0.1600 3.000 0.2400 3.500 0.3100 4.000 0.3900 4.500 0.4700 5.000 0.5400 5.500 0.6200 6.000 0.6800 6.500 0.7200 . 7.000 0.7500 7.500 0.7800 8.000 0.8100 8.500 0.8400 9.000 0.8700 9.500 0.9000 10.000 0.9300 Name: WA60 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Warn Stage(ft): 1.900 Type: Stage/Area Stage(ft) Area(ac) -9.500 0.0001 1.400 0.0001 1.500 0.0900 2.000 0.2200 2.500 0.3400 3.000 0.3900 3.500 0.4200 4.000 0.4500 4.500 0.4900 5.000 0.5200 5.500 0.5500 6.000 0.5900 6.500 0.6200 7.000 0.6500 7.500 0.6900 8.000 0.7200 8.500 0.7500 • 9.000 0.7900 9.500 0.8200 10.000 0.8500 Name: WA61 Base Flow(cfs) : 0.000 Init Stage(ft): -4.000 Group: BASE Warn Stage(ft): 1.900 Type: Stage/Area Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 16 of 39 Stage(ft) Area(ac) -9.500 0.0001 • 1.400 0.0001 1.500 0.0700 2.000 0.2900 2.500 0.4700 3.000 0.5800 3.500 0.6900 4.000 0.8000 4.500 0.9100 Name: WA62 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Warn Stage(ft): 1.910 Type: Stage/Area Stage(ft) Area(ac) -9.500 0.0001 1.400 0.0001 1.500 0.0300 2.000 0.1900 2.500 0.3700 3.000 0.5600 3.500 0.7400 4.000 0.9300 4.500 1.1100 5.000 1.2900 5.500 1.4300 6.000 1.6600 6.500 1.8400 7.000 1.9500 7.500 2.0600 8.000 2.1000 Name: WQTD1 Base F1ow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Warn Stage(ft): 0.000 Type: Stage/Area Stage(ft) Area(ac) -12.500 0.0001 3.000 0.0001 Name: WQTD2 Base Flow(cfs): 0.000 Init Stage(ft): -4.000 Group: BASE Warn Stage(ft): 0.000 Type: Stage/Area Stage(ft) Area(ac) -12.500 0.0001 3.000 0.0001 ___= Operating Tables Name: Wash Ave Group: BASE Type: Rating Curve Function: Time vs. Discharge Time(hrs) Discharge(cfs) 0.00 44.90 50.00 44.90 ___= Pipes Name: MH1-Overflow From Node: Pump1MH Length(ft): 8.00 Group: BASE To Node: Overflow Struct Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Positive Span(in): 48.00 48.00 Entrance Loss Coef: 0.00 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 17 of 39 • Rise(in): 48.00 48.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: MH100-MH101 From Node: MH10O Length(ft): 15.74 Group: BASE To Node: MH101 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.00 Rise(in): 36.00 36.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: MH101-MH99 From Node: MH101 Length(ft): 358.23 Group: BASE To Node: MH99 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 60.00 60.00 Entrance Loss Coef: 0.00 Rise(in): 60.00 60.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: MH102-MH101 From Node: MH101 Length(ft): 171.19 Group: BASE To Node: MH102 Count: 1 Friction. Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.00 Rise(in): 24.00 24.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use do or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: MH102-Outfall5 From Node: MH102 Length(ft): 621.12 Group: BASE To Node: Outfall5 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM - Solution Algorithm: Most Restrictive Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 18 of 39 Geometry: Circular Circular Flow: Positive Span(in): 15.00 15.00 Entrance Loss Coef: 0.00 Rise(in): 15.00 15.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: MH103-MH100 From Node: MH103 Length(ft): 163.93 Group: BASE To Node: MH100 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 27.00 27.00 Entrance Loss Coef: 0.00 Rise(in): 27.00 27.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: MH104-MH105 From Node: MH104 Length(ft): 503.62 Group: BASE To Node: MH105 Count: 1 . Friction Equation: Automatic UPSTREAM DOWNSTREAM • Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.00 Rise(in): 24.00 24.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 • Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: MH104-Outfa116 From Node: MH104 Length(ft): 42.31 Group: BASE To Node: Outfall6 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Positive Span(in): 20.00 20.00 Entrance Loss Coef: 0.00 Rise(in): 20.00 20.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use do or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: MH105-MH106 From Node: MH105 Length(ft): 53.48 Group: BASE To Node: MH106 Count: 1 Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 19 of 39 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 27.00 27.00 Entrance Loss Coef: 0.00 Rise(in): 27.00 27.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: MH1O5-Outfalll From Node: MH105 Length(ft): 68.14 Group: BASE To Node: Outfall5 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Positive Span(in): 27.00 27.00 Entrance Loss Coef: 0.00 Rise(in): 27.00 27.00 Exit Loss Coef: 1.00 Inverc(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: MH106-MH103 From Node: MH106 Length(ft): 516.20 Group: BASE To Node: MH103 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive ' Geometry: Circular Circular Flow: Both Span(in): 27.00 27.00 Entrance Loss Coef: 0.00 Rise(in): 27.00 27.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 • 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: MH107-MH100 From Node: MH107 Length(ft): 286.66 Group: BASE To Node: MH100 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.00 Rise(in): 36.00 36.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA inlet Edge Description: Circular Concrete: Square edge w/ headwall Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 20 of 39 Name: MH2-Overflow From Node: Pump2MH Length(ft): 8.00 Group: BASE To Node: Overflow Struct Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Positive Span(in): 48.00 48.00 Entrance Loss Coef: 0.00 Rise(in): 48.00 48.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: MH66-MH67 From Node: MH66 Length(ft): 359.86 Group: BASE To Node: MH67 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Rectangular Rectangular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.00 Rise(in): 30.00 30.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 30° to 75° wingwall flares Downstream FHWA Inlet Edge Description: Rectangular Box: 30° to 75° wingwall flares Name: MH66-MH92 From Node: MH66 Length(ft): 405.13 Group: BASE To Node: MH92 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.00 Rise(in): 30.00 30.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: MH67-MH86 From Node: MH67 Length(ft): 45.97 Group: BASE To Node: MH86 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Rectangular Rectangular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.00 Rise(in): 29.00 29.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 30' to 75° wingwall flares Downstream FHWA Inlet Edge Description: Rectangular Box: 30° to 75° wingwall flares Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 21 of 39 Name: MH68-MH69 From Node: MH68 Length(ft): 84.13 Group: BASE To Node: MH69 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.00 Rise(in): 24.00 24.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: MH69-MH87 From Node: MH69 Length(ft): 257.10 Group: BASE To Node: MH87 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 49.00 48.00 Entrance Loss Coef: 0.00 Rise(in): 48.00 48.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: MH70-MH85 From Node: MH70 Length(ft): 324.64 Group: BASE To Node: MH85 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 60.00 60.00 Entrance Loss Coef: 0.00 Rise(in): 60.00 60.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: MH71-MH72 From Node: MH71 Length(ft): 52.03 Group: BASE To Node: MH72 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 72.00 72.00 Entrance Loss Coef: 0.00 Rise(in): 72.00 72.00 Exit Loss Coef: 1.00 Invert(ft): -9.000 -9.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 22 of 39 Name: MH72-MH73 From Node: MH72 Length(ft): 445.03 Group: BASE To Node: MH73 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 72.00 72.00 Entrance Loss Coef: 0.00 Rise(in): 72.00 72.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: MH72-Outfall3 From Node: MH72 Length(ft): 284.69 Group: BASE To Node: Outfall3 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Positive Span(in): 18.00 18.00 Entrance Loss Coef: 0.00 Rise(in): 18.00 18.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use do or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: MH72-Outfall4 From Node: MH72 Length(ft): 280.05 Group: BASE To Node: 0utfall3 Count: 1 Friction Equation: Automatic • UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Positive Span(in): 12.00 12.00 Entrance Loss Coef: 0.00 Rise(in): 12.00 12.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use do Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: MH73-MH89 From Node: MH73 Length(ft): 389.09 Group: BASE To Node: MH89 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 72.00 72.00 Entrance Loss Coef: 0.00 Rise(in): 72.00 72.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use do or cw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use do Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet. Edge Description: Circular Concrete: Square edge w/ headwall Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 23 of 39 Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: MH79-MH85 From Node: MH79 Length(ft): 510.62 Group: BASE To Node: MH85 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.00 Rise(in): 30.00 30.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: MH80-MH84 From Node: MH80 Length(ft_): 573.70 Group: BASE To'Node: MH84 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Rectangular Rectangular Flow: Both Span(in): 53.00 53.00 Entrance Loss Coef: 0.00 Rise(in): 34.00 34.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 30° to 75° wingwall flares Downstream FHWA Inlet Edge Description: Rectangular Box: 30° to 75° wingwall flares Name: MH81-MH79 From Node: MH81 Length(ft): 60.66 Group: BASE To Node: MH79 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.00 Rise(in): 30.00 30.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: MH81-MH80 From Node: MH81 Length(ft): 33.62 Group: BASE To Node: MH80 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.00 Rise(in): 30.00 30.00 • Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use do Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 24 of 39 Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: MH83-MH82 From Node: MH82 Length(ft): 273.40 Group: BASE To Node: MH83 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Rectangular Rectangular Flow: Both Span(in): 53.00 53.00 Entrance Loss Coef: 0.00 Rise(in): 34.00 34.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 30° to 75° wingwall flares Downstream FHWA Inlet Edge Description: Rectangular Box: 30° to 75° wingwall flares Name: MH84-MH83 From Node: MH83 Length(ft): 15.38 Group: BASE To Node: MH84 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Rectangular Rectangular Flow: Both Span(in): 53.00 53.00 Entrance Loss Coef: 0.00 Rise(in): 34.00 34.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 30° to 75° wingwall flares Downstream FHWA Inlet Edge Description: Rectangular Box: 30° to 75° wingwall flares Name: MH84-S4 From Node: MH84 Length(ft): 285.00 Group: BASE To Node: S-4 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 96.00 96.00 Entrance Loss Coef: 0.00 Rise(in): 96.00 96.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: MH85-MH84 From Node: MH85 Length(ft): 113.00 Group: BASE To Node: MH84 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 72.00 72.00 Entrance Loss Coef: 0.00 Rise(in): 72.00 72.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in.): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 25 of 39 Upstream FHWA Inlet Edge Description: - Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: • Circular Concrete: Square edge w/ headwall Name: MH85-Outfall2 From Node: MH85 Length(ft): 544.78 Group: BASE To Node: Outfall2 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Positive Span(in): 30.00 30.00 Entrance Loss Coef: 0.00 Rise(in): 30.00 30.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: MH86-MH80 From Node: MH86 Length(ft): 418.26 Group: BASE To Node: MH80 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Rectangular Rectangular Flow: Both Span(in): 53.00 53.00 Entrance Loss Coef: 0.00 Rise(in): 34.00 34.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use do or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 30° to 75° wingwall flares Downstream FHWA Inlet Edge Description: Rectangular Box: 30° to 75° wingwall flares Name: MH87-MH70 From Node: MH87 Length(ft): 59.03 Group: BASE To Node: MH70 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 48.00 48.00 Entrance Loss Coef: 0.00 Rise(in): 48.00 49.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: MH89-S4 From Node: MH89 Length(ft): 84.00 Group: BASE To Node: S-4 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 72.00 72.00 Entrance Loss Coef: 0.00 Rise(in): 72.00 72.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 - Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Sot Clip(in): 0.000 0.000 Stabilizer Option: None Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 26 of 39 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: MH91-MH69 From Node: MH91 Length(ft): 62.74 Group: BASE To Node: MH69 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.00 Rise(in): 36.00 36.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: MH92-MH81 From Node: MH92 Length(ft): 380.36 Group: BASE To Node: MH81 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.00 Rise(in): 36.00 36.00 Exit Loss CoeE: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None • Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: MH92-MH91 From Node: MH92 Length(ft): 468.17 Group: BASE To Node: MH91 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 12.00 12.00 Entrance Loss Coef: 0.00 Rise(in): 12.00 12.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: MH98-MH71 From Node: MH98 Length(fc): 309.11 Group: BASE To Node: MH71 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 72.00 72.00 Entrance Loss Coef: 0.00 Rise(in): 72.00 72.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 27 of 39 Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use do Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: MH99-MH98 From Node: MH99 Length(ft): 303.15 Group: BASE To Node: MH98 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 60.00 60.00 Entrance Loss Coef: 0.00 Rise(in): 60.00 60.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: _. Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: Overflow-Dis From Node: Overflow Struct Length(ft): 7.00 Group: BASE To Node: Energy Dis. Count: 2 Friction Equation: •Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 48.00 48.00 Entrance Loss Coef: 0.00 Rise(in): 48.00 48.00 Exit Loss Coef: 1.00 -• Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: S4-S5 From Node: S-4 Length(ft): 106.00 Group: BASE To Node: S-5 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 96.00 96.00 Entrance Loss Coef: 0.00 Rise(in): 96.00 96.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: S5-WQTD1 From Node: S-5 Length(ft): 7.00 Group: BASE To Node: WQTD1 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 72.00 72.00 Entrance Loss Coef: 0.00 Rise(in): 72.00 72.00 Exit Loss Coef: 1.00 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 28 of 39 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: S5-WQTD2 From Node: S-5 Length(ft): 7.00 Group: BASE To Node: WQTD2 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 72.00 72.00 Entrance Loss Coef: 0.00 Rise(in): 72.00 72.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: WAO-MH89 From Node: WAO Length(ft): 22.34 Group: BASE To Node: MH89 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.00 Rise(in): 24.00 24.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: WA34-MH67 From Node: WA34 Length(ft): 55.35 Group: BASE To Node: MH67 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss CoeE: 0.00 Rise(in): 18.00 18.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 . -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: WA35-MH66 From Node: WA35 Length(ft): 228.12 Group: BASE To Node: MH66 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 29 of 39 Span(in): 18.00 18.00 Entrance Loss Coef: 0.00 Rise(in): 18.00 18.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: WA36-MH82 From Node: WA36 Length(ft): 20.81 Group: BASE To Node: MH82 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.00 Rise(in): 36.00 36.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: WA37-MH69 From Node: WA37 Length(ft): 106.11 Group: BASE To Node: MH91 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.00 Rise(in): 24.00 24.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: WA39-MH68 From Node: WA39 Length(ft): 47.22 Group: BASE To Node: MH68 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.00 Rise(in): 24.00 24.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: WA40-MH70 From Node: WA40 Length(ft): 422.06 Group: BASE To Node: MH70 Count: 1 Friction Equation: Automatic Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 30 of 39 • UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.00 Rise(in): 30.00 30.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: WA42-MH87 From Node: WA42 Length(ft): 16.93 Group: BASE To Node: MH87 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 15.00 15.00 Entrance Loss Coef: 0.00 Rise(in): 15.00 15.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use do or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use do Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: WA43-MH79 From Node: WA43 Length(ft): 30.34 Group: BASE To Node: MH79 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 15.00 15.00 Entrance Loss Coef: 0.00 Rise(in): 15.00 15.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use do Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: WA44-MH71 From Node: WA44 Length(ft): 24.40 Group: BASE To Node: MH71 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.00 Rise(in): 18.00 18.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall • Name: WA45-MH72 From Node: WA45 Length(ft): 25.90 Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 31 of 39 Group: BASE To Node: MH72 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 12.00 12.00 Entrance Loss Coef: 0.00 Rise(in): 12.00 12.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: WA46-MH73 From Node: WA46 Length(ft): 14.34 Group: BASE To Node: MH73 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 12.00 12.00 Entrance Loss Coef: 0.00 Rise(in): 12.00 12.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: WA47-MH68 From Node: WA47 Length(ft): 300.12 Group: BASE To Node: MH68 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.00 Rise(in): 24.00 24.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: WA49-MH71 From Node: WA48 Length(ft): 54.34 Group: BASE To Node: MH71 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.00 Rise(in): 18.00 18.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 32 of 39 Name: WA49-MH98 From Node: WA49 Length(ft): 340.21 Group: BASE To Node: MH98 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.00 Rise(in): 18.00 18.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use do or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: WA50-MH89 From Node: WA50 Length(ft): 13.11 Group: BASE To Node: MH89 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 15.00 15.00 Entrance Loss Coef: 0.00 Rise(in): 15.00 15.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: WA51-WA40 From Node: WA51 Length(ft): 88.48 Group: BASE To Node: WA40 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.00 Rise(in): 24.00 24.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: WA52-MH92 From Node: WA52 Length(ft): 44.18 Group: BASE To Node: MH92 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.00 Rise(in): 30.00 30.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 33 of 39 Name: WA54-MH99 From Node: WA54 Length(ft): 248.95 Group: BASE To Node: MH99 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.00 Rise(in): 24.00 24.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use do Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: WA55-MH1O7 From Node: WA55 Length(ft): 60.59 Group: BASE To Node: MH1O7 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.00 Rise(in): 18.00 18.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: WA56-MH1O7 From Node: WA56 Length(ft): 57.30 Group: BASE To Node: MH1O7 ' Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.00 Rise(in): 18.00 18.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall . Name: WA57-MH1O4 From Node: WA57 Length(ft): 57.06 Group: BASE To Node: MH104 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.00 Rise(in): 18.00 18.00 Exit Loss Coef: 1.00 Inverc(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use do Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FI-RWIA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 34 of 39 Circular Concrete: Square edge w/ headwall Name: WA58-MH101 From Node: WA58 Length(ft): 59.41 Group: BASE To Node: MH101 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.00 Rise(in): 18.00 18.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 '0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Sot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: WA59-MH100 From Node: WA59 Length(ft): 44.13 Group: BASE To Node: MH100 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.00 Rise(in): 18.00 18.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall • Name: WA60-MH103 From Node: WA60 Length(ft): 20.77 Group: BASE To Node: MH103 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive • Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.00 Rise(in): 18.00 18.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: WA61-MH102 From Node: WA61 Length(ft): 57.36 Group: BASE To Node: MH102 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.00 Rise(in): 18.00 18.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 35 of 39 Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: WA61-Outfall5 From Node: WA61 Length(ft): 558.57 Group: BASE To Node: Outfall5 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Positive ' Span(in): 18.00 18.00 Entrance Loss Coef: 0.00 Rise(in): 18.00 18.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: WA62-MH106 From Node: WA62 Length(ft): 30.29 Group: BASE To Node: MH106 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.00 Rise(in): 18.00 18.00 Exit Loss Coef: 1.00 Invert(ft): -8.000 -8.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: "Circular Concrete: Square edge w/ headwall ___= Weirs Name: Wall Openingl From Node: Energy Dis. Group: BASE To Node: Outfalll Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in) : 96.00 Rise(in): 24.00 Invert(ft): -3.000 Control Elevation(ft): -3.000 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 . Name: Wall 0pening2 From Node: Energy Dis. Group: BASE To Node: Outfalll Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 96.00 Rise(in): 24.00 Invert(ft): -3.000 Control Elevation(ft): -3.000 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 36 of 39 Name: Wall Opening3 From Node: Energy Dis. Group: BASE To Node: Outfalll Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 96.00 Rise(in): 24.00 Invert(ft): -3.000 Control Elevation(ft): -3.000 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 Name: Wall Opening4 From Node: Energy Dis. Group: BASE To Node: Outfalll Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 96.00 Rise(in): 24.00 Invert(ft): -3.000 Control Elevation(ft): -3.000 TABLE Bottom Clip(in): 0.000 Top Clip(in): '0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 Name: Wall Openings From Node: Energy Dis. Group: BASE To Node: Outfalll Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 96.00 Rise(in): 24.00 Invert(ft): -3.000 Control Elevation(ft): -3.000 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 Name: Wall Opening6 From Node: Energy Dis. Group: BASE To Node: Outfalll Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 96.00 Rise(in): 24.00 Invert(ft): -3.000 Control Elevation(ft): -3.000 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 Name: Wall Opening? From Node: Energy Dis. Group: BASE To Node: Outfalll Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 96.00 Rise(in): 24.00 Invert(ft): -3.000 Control Elevation(ft): -3.000 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 37 of 39 Name: Wall Opening8 From Node: Energy Dis. Group: BASE To Node: Outfalll Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 96.00 Rise(in): 24.00 Invert(ft): -3.000 Control Elevation(ft): -3.000 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 Name: WQTD-2 From Node: WQTD2 Group: BASE To Node: Pump2MH Flow: Both Count: 1 Type: Vertical: Mavis ' Geometry: Rectangular Span(in): 12.00 Rise(in): 72.00 Invert(ft) : -12.300 Control Elevation(ft): -12.300 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 Name: WQTD-2 Weir From Node: WQTD2 Group: BASE To Node: Pump2MH Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 144.00 Rise(in): 60.00 Invert(ft): -0.900 Control Elevation(ft): -0.900 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 Name: WQTD1 From Node: WQTD1 Group: BASE To Node:,PumplMh Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 12.00 Rise(in): 72.00 Invert(ft): -12.300 Control Elevation(ft) : -12.300 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 Name: WQTD1 Weir From Node: WQTD1 Group: BASE To Node: PumplMh Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 144.00 Rise(in): 60.00 Invert(ft): -0.900 Control Elevation(ft): -0.900 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 38 of 39 ___= Rating Curves Name: Pump1 From Node: Pump1MH Count: 1 Group: BASE To Node: Energy Dis. Flow: Both TABLE ELEV ON(ft) ELEV OFF(ft) #1: Wash Ave -3.400 -8.400 #2: Wash Ave -4.400 -8.400 43: 0.000 0.000 #4: 0.000 0.000 Name: Pump2 From Node: Pump2MH Count: 1 Group: BASE To Node: Energy Dis. Flow: Both TABLE ELEV ON(ft) ELEV OFF(ft) 41: Wash Ave -3.400 -9.400 42: Wash Ave -4.400 -8.400 43: 0.000 0.000 44: 0.000 0.000 ___= Hydrology Simulations Name: 5Y-24HR Filename: P:\60330008\400-Technical\418 Washington Ave\ICPR\Models\Mod1\5yr24hr.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Scsiii Rainfall Amount(in) : 7.50 Time(hrs) Print Inc(min) 30.000 5.00 ___= Routing Simulations Name: 5Y-24HR Hydrology Sim: 5Y-24HR Filename: P:\60330008\400-Technical\418 Washington Ave\ICPR\Models\Mod1\5Y-24HR.132 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs) : 0.000 End Time(hrs): 40.00 Min Calc Time(sec): 0.1000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) 40.000 15.000 Group Run BASE Yes Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 39 of 39 Appendix D - ICPR Node Min/Max Report w O CL) 00 X 3 I/1 LO LT r 0 01 M r r c c N 01 M lO 00 1.0 CO 01 LU r+m 0 0 M M N M m O N 0 0 0 0 0 0 0 0 01 lD M III LU 0 LU LO lD to 0 0 0 iD 111 rI N N 01 LO M LD CO 0 IC 0 W LU M m O mu')LU LU Lc)(-I N• 40 r 01rN r10 III CO r 01.ti rr O r CO CO 40 N 0 0 0 0 001 CO CO t0 M N N c O Ltt LU M or1(0 LO M ri rr M LU m l00 CO t0 Ln £ U • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • W In CO 0 0 LC)M M 01 LU N I.-I 9 c CO 0 N N r LU co CO CO J.,N JO c CO N CO LU O O O O O CO 01 CT CO LD N 01 O 01 O r,CO CO N M M c Ifl LO t0 N CO O c CD CO M 0 CO M c N�r1 ry ry ri.�ry - c O r r LO.-+■-■r~ti OI LO.-�c 01 ra IfI III Ifl CO CO CO m.-+ rr ry.-+.-+.-+ ■-t 0 CI 3 II) 0 r r 0 M c LU c II-1 0 m r M(T N N N IN 01 01 LU LU 01 01 M m N 01 O N L<I 0 0 0 0 0 c IIl N Ill In 01 co M In LU LU M M N CO CO CO r Lfl l0 r u1 9 91 It)N LU E 0 l+ 01 m m 0 M 0l 0 l0 co 0 LO N N r.9 9 N c ry N N r-1 r.l0 r+Itl ri N CO CO 0 0 0 0 0 CD 0 0 rJ r1 LU LU N N N N rL C L N N N N-N N N r�CO 01 01 H L • • • • • • • •r-! 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Z Q f �. - 1 4 Sto r E n •goalGlnte oEy '_arthslar Geograoh es.CNESiAuhus DS USDA.I>, PRCt . u'� !I - • `' • , C .+p, g la ICt53sw■ss1eoo the GIS User Como,. N .. A E City of Miami Beach AECOM 2 Existing Stormwater Network ''�COM 0 300 600 Mr.,o,,,-El m„ 1 1 Feet C.6(1110138.m,.,.....1e..........r:15-.....spen4-r.,E..;...wk.. 28TH ST,' Wk. a. � :'.., . ,Sr.. 1. �, ^i p�v , . 0 26TH r_ _ ' , 4w �. ��05,.'" :,mot . "*t `t,* k c -'• o r i� e•oP w 11 � 7 w _� �. ..• z ' y�� . .11 ,. ....4g._, 1 i• T..T T-4,1,,- .._c +„ r `'' 'nom ( f 9- * t, ." � WA57g / A. O ' s i. ar dtw. "y ��. I. ia.{ , r I11-�'fl; t - t 1�I •.f . 1 O:3 , O� ` eR Sr J ��,,ya�y'� h > j(,• Qtfr 24TH TER_' t Phi ! Mr�=s '�.111„.......?.,I _{ a` `• .�_ yr .• �.._.ty •Qed ,✓` it. .' / , '.•-. . . w' — •24TH_sr �l� - ...&P/ ; . �,. ati � " �' ; r A62 vim. %y• I•4,,_ � " , • ' -fie;! r Z.,'-': ' , 45 w '* ` _ , r,.�. 1 `� j c.1 ; WA44 i`. WA58/ . .. '.tia r ' �' IP- P°� 'd�N0 _ ^WA59 4* ;•'.k- / ,� AO �s�. 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N( 11144 '. ji. 1 t 1....• • x.3- ..• ..18�a 4141eTH ST..—j_- -� .� r LA VIM.' C vre-4,15 4. .., • ... /Ilk .W, ..;,,,,,Iii , , , _.....iliiift-14-, 4 : • Legend 1. • ;_LI Q Washington Avenue Study Area � "i�ST . -.y�rse-'^ ( • ^ ' e ,, '�T . ` rrstr�{ar t Washington Avenue Pipes ' • ., ft, '.it, Existing ` -Mk - i .. _ `�Via_ I Proposed V ,,,". {..' ! '. if., • - . ,..1, ` . Replaced y .�� i I� I . '� ��Tillpitr • • _ __ •° J • } •k d = 9 o r i I. m _ .•v p �' �a J� 1,r e n nq r g l LGi o. '7.7 05 e ya to e.GIS U CNES/Airous urrty USDA�'SGS. "y LINCOLN LN s [ G 1'~'o ng.'A n;r.6�ejtbb andppe GIS User Community K'• w e City of Miami Beach AECOM Figure 4 Proposed Stormwater Network 0 300 600 Feet Appendix G - Proposed Pump Station Information xylem Let's Solve Water PL 7065/706 3- 620 W'a.YO'r Technical specification [37 r Head i I I 36_ I — 35= I I _ 1 343 ' L I 32 — `\ — -- — 31' � I - 30 29_ 1 : 28_- -- 27= 0_ j 8:1.7° I 254 -1-- f — — I 24=—'— i 23 I i 21 — 20-—4 L - - —I 19_ JI 17= _-- I 164 1 15== I 1 — 13= 11=—= —I f I 94 _ Note:Picture night not correspond to the current configuration. 8= 7= I —{ , General 6=-- — ! —i Axial flow propeller pumps with fixed or adjustable pitch blades for high -54 11 capacity low head pumping of clean or slightly contaminated liquids. 4=-1 I i I Cast iron design optimized for high-flow efficiency. 34 --- 620-151 515mm-I 2= i— _ 1 1 1 Impeller 0 i I I Impeller material Stainless steel 10000 12000 14000 16000 18000 20000 [US g.p.m.] Column diameter 800 Inlet diameter Water.pure Curve ISO Impeller diameter 515mm Number of blades 4 Installation: L-Column pipe Semi permanent,Wet - - Motor Motor# P0706.000 43-30-6lD-W 110KW Stator variant 1 Frequency 50 Hz Rated voltage 400 V 1 Number of poles 6 1 Phases 3- �'�- Rated power 148 hp foI - i/4 Y. Rated current 220 A lIJRi � jj' Starting current 1110 A = Rated speed 985 rpm M °^ Power factor .�,w.,��p, 1/1 Load 0.76 • ... 3/4 Load 0.70 1 � °°•°•-'°•°°"^'°• 1/2 Load 0.57 Efficiency 11111 1/1 Load 94.8 0 3/4 Load 95.5 1/2 Load 95.6% Configuration Project Project ID Created by Created on I Last update 1 MBCC Washington luis Soto 2015-11-16 23:532015-11-25 15:36:55 xylem Let's Solve Water PL 7065/706 3- 620 WI:MT Performance curve Pump Motor Column diameter 800 Motor# P07O6.00O 43-3O-6ID-W 110KW Power factor Inlet diameter Stator variant 1 1/1 Load 0.76 Impeller diameter 20'/<° Frequency 50 Hz 3/4 Load 0.70 Number of blades 4 Rated voltage 400 V 1/2 Load 0.57 Number of poles 6 Phases 3- Efficiency Rated power 148 hp 1/1 Load 94.8% Rated current 220 A 3/4 Load 95.5% Starting current 1110 A 1/2 Load 95.6% Rated speed 985 rpm Eh]: 1 i 36_ - i- I ■ 1 34_ — — — 32_ 30_ I - za i 28-: I — , 81.7 I - 26__ i 24= ——I 22: --- 20 1a= 16- i I 14= 12. 1z.zn _ I 10=•---� 6_ 4. — 62i 15°515mm [%].Efficiency -L _.__ I I I -Totallefficiency — T I 66.8% 60-i -- i - i 63 -9 40- I -t - �-- 20: 1_— • [hp-P1 power P2 _ :Power input P1 120- 1 r 97.3 hp 80 — �- 93.1 hp §-;-.i:1§FRfn [PZ 40- 7 [n]_'-NP_SH-values I ; I 621 1.5°5.1.5mm_ 40= 35 30= — _ 31.5 n 25? • 20=— I ' I 20148 US g.p.m. 10000 12000 14000 16000 18000 20000 [US g.p.m.] Water,pure Curve ISO Project Project ID Created by Created on Last update MBCC Washington luis soto 2015-11-16 23:532415-11-25 1 5:36:55 xylem Let's Solve Water PL 7065/706 3- 620 FILIZIGT Duty Analysis [ft]:Head • , i i_ . 36.0 I . I i 35.0: 1- -I- , -- .--- : 1 34.0: •-•-. r____ , _ IN 1 33.0: • 32.0:, . I 31.0: _ i I 30.0,7 7. . 29.0 - . ; 28.0: : • 81.7°0 27.0- = : 26.0-: _ . 25.0 - : . I 24.0 , _ . 23.0 ,• . 1 ,• _ . _ . 1 22.0-E 21.0: : .••' 1 ! 20.0= ! 19.0: . : 18.0: . • . . I 17.0: 1 1 I . 16.0: 15.0_, 14.13 1 : 13.0- . . . , I 12.0] , . ' , ! , 12.2 ft , . , • 11.0= 1 10.0, L 1 : : 8.0: 7.0= : . 5.0 4.0 ,• 3.0-_ . 621-15,-515mm- : 2.0: : ! : , ! _ . - . 20148 US g.p.m. 0.0- , 1 ■ ■ , , 1 ,-- 1 ) . , 11 , . 10000 12000 14000 16000 18000 20000 [US g.p.m.] Water,pure Curve ISO Curve issue 19 Individual pump Total Pumps running Specific /System Flow Head Shaft power Flow Head Shaft power Pump eff. energy NPSHre . 1 20100 US g.p.m. 1229 93.1 hp 20100 US g.p.m. 12.29 93.1 hp 66.8% 60 kWh/US MG 31.59 Project Project ID Created by Created on Last update i MBCC Washington luis soto 2015-11-16 23:532815-11-25 15:36:55 xylem Let's Solve Water PL 7065/706 3— 620 imarwr VFD Curve ifti--IFIed . , ! I I i • 36 I—1 _I • 34----; - 1 I .•' 327.-1- —H-- --- 30 —} — -1 - - i ! 28-= 1, ' 81.7° = 26=---, 1 , • , 167—, 14-- I L--- ' _ . 1 - I 1 1 : I 6— l - I ] i 4-: 1 _ 62■ 15°515min _ i 3': la •.1■-47.: , : 0--_-- 1, i • . 1 i 1— Efficiency I 604 . "1/4 • — W 50: .\ \ MOIMii.. I \,IMIIIIII \ I , 1 407: 1 Vie 11,1§. L'sjIii2 . 1=—!:= '0 .:1 62 20 16'016m-rn-=, — 1 I 101 , ■— : ._ I : ihr:k Sh-aft power P I i ,•' . : 160 PryiverirfpUTP - — 7 — 1,10= ' : I I I --1 ' — 120 ; — 1007-, I -- . 1 1 - ; 60= ' r-----------H-■ 11);-.+1 I i 20= ---- ! 3,1-- [,: 1 ,-- 1 ---7-711, I i o: If11 I ENPSH-values 1 62'_1.5L5_1.5mIn_ 7 , 1 1 1 : 1 hIII = I • ; ; /4[1 Fiz./1 1 - i 25-.=. --, --- i--- -- I 20 —1 1 _.....7_,...„. - : ■--- ! _ I - - ;_ ,.. I ------------ i 1 -- -r- 1 I I i = I 1 1 I 10,.----- i '', 1 , , , , , ■ ITT , i , ■ , i , , , i , , , i , , , i , , , i , ■ ■ 1 , ' T I '' 4000 6000 8000 10000 12000 14000 16000 18000 20000 22000 [US g.p.m.] Curve ISO Project Project ID : Created by Created on 1 Last update MBCC Washington luis soto 20154 14 6 23:532415-11-25 15:36:55 xylem Let's Solve Water PL 7065/706 3- 620 FLYGrr VFD Analysis [ft1=Head-` i - I- 37.0= t- I 1 36.0=- 35.0 E ! 34.0_ ` �� I 33.0=- 32.0= I j 31.0 I - 30.0= I- 29.0= L 28.0= .__� _j ! I- --1- •27.0=_ " N 81. 7°0 26.0 l - 25.0= 24.0 j I I I jI 23.0] ! _! � � _ _i _ 22.0= - n1 ! 1 21.0 20.0- L 18.0= �'I "s° 11 _I 17.07•:_ ; - 16.0 - 15.13E j I L 14.0= I 13.0=_ 12.0= -I ; ■ 12.2 ft 11.0 l �` I LI 10.0=_ I ' 1-- ' 9.0= I I 8.0= T 1 7.0=- ! I j 5.0= 4.0 :, j I 3.0= I 62 t 15-5-15m i- s�> 1.0 i ! I � 20148 US g.p.m. I I 6000 8000 10000 12000 14000 16000 18000 20000 22000 [US g.p.m.) Curve ISO Pumps unning Specific System Frequency Flow Head Shaft power Flow Head Shaft power Hyd eff. energy NPSHre . 50 Hz 20100 USg.p.m.122 ft 93.1 hp 20100 US g.p.m.12.2 ft 93.1 hp 66.8% 60kM1IUS MG 31.5ft 45 Hz 18100 US g.p.m.9.87 ft 67.9 hp 18100 US g.p.m.9.87 ft 67.9 hp 66.8% 48.7klMYUS MG 26.6 ft 40 Hz 16100 USg.p.m.7.8 ft 47.7 hp 16100 USg.p.m.7.8 R 47.7 hp 66.8% 38.7kMJUS MG 22.1 ft 35 Hz 14100 US g.p.m.5.97 ft 31.9 hp 14100 US g.pm.5.97 ft 31.9 hp 66.8% 30.1 MMJUS MG 17.8 ft 30 Hz 12100 US g.p.m.4.39 ft 20.1 hp 12100 USg.p.m.4.39 R 20.1 hp 66.8% 22.81AMJUS MG 13.9 ft Project Project ID Created by Created on I Last update MBCC Washington lois soto 2015-11-16 23:5320115-11-25 15:36:55 xylem Let's Solve Water PL 7065/706 3- 620 FLYGT Dimensional drawing 31 1/4 i a 97/8 'Ratatim lugs rat he rdated 4:603° CONCRETE INSTALLATION 1 • V Jal a i O 0283x8 .iWl�fiia �i038 ■■ a Mil I iiD' SEE"FLYGT SYSI b■ AND APRJCATICN ENGINEERING BULLETIN" Dtrrastorel chug H 05 I •• I,••130523 AUTCCAD PL 7065 706715,706716 i 5799 DRAWNG 7246800 I 3 Project Project ID Created by Created on Last update MBCC Washington ___ luis soto 2015-11-16 23:502415-11-25 15:36:55 • • • Appendix H - Proposed System and Pump Curves 0 i . • `I 1 ' 1 I , i O i o 11 . 1 `L^ I _ o iiiH • c 1 C O ■ a a ' Mi ai . _ o Q C O 1 C t I, N ea (v 1 N O 1 a ■ 0 a 1 a E o co cu m O m l n C) a E a� m N jf T en [ O co N N to O to O (u)ad3H Appendix I - Water Quality Calculations CURVE NUMBER CALCULATION- Washington Ave. Project No.: 60330008 Engineer: MS Date: 06-Dec-15 Sub Basin Land Use Use Imp. (ac) Pervious (ac) Total(ac) Buildings 0.00 0.00 0.00 Roadway Pavement 14.83 0.00 14.83 Sidewalk 4.97 0.00 4.97 Driveways 0.10 0.00 0.10 Pools _ 0.00 0.00 0.00 _ Wet Detention 0.00 0.00 0.00 SWM Slopes 0.00 0.00 0.00 Dry Detention 0.00 0.00 0.00 Lawns/Pervious 0.00 2.80 2.80 Roadside Swales 0.00 0.00 0.00 Undeveloped Pervious 0.00 0.00 0.00 TOTAL= 19.90 2.80 22.70 Find Curve Number: Avg. Pervious Ground El. = 0.00 Control Elevation =_ 0.00 _ Distance to Water Table= 0.00 Soil Storage Table Depth to Coastal Flatwoods Depression W.T. (ft) Storage(in) Storage(in) Storage (in) 1.0 0.6 0.6 0.6 1.5 1.6 1.6 1.4 2.0 2.5 2.5 2.1 2.5 4.6 4.0 3.3 3.0 6.6 5.4 4.4 3.5 8.8 7.2 5.6 , 4.0 _ 10.9 9.0 6.8 Find the basin's soil classification and input below as"Soil Storage" using the above"Depth to W.T.". Developed Pervious Area = 2.80 Undeveloped Pervious Area= 0.00 Soil Storage= 0.00 inches Soil Moisture Storage(S) = 0.00 inches Curve Number= 100.0 Water Quality Calculations Project: City of Miami Beach-Washington Ave Engineer: MS Project#: 60330008 Date: 06-Dec-15 1.0-inch Over the Project Area (Treated Volume) 1.0-inch * 1-ft/12-in * 22.70 = 1.89 ac-ft PROJECT AREA TREATED (AC) VOLUME (150%factor) 1.5 * 1.89 In = 2.84 ac-ft TREATED TREATED VOLUME VOLUME Appendix J - Kimley-Horn MBCC Water Quality Summary DRAINAGE REPORT For Miami Beach Convention Center Miami Beach, Florida KHA Project No.: 043627000 September 2015 Prepared For: City of Miami Beach 1700 Convention Center Drive, 4th Floor Miami Beach, FL 33139 oottiiiis1, ,%\` V■S FEN;;iii $g('0;0'*.• 44A FA •� a iF ; •, F•'.. ..... aG , x'/11/ONA,�� Os% Jorge L. Fernandez, P.E. Florida Professional Engineer License Number 71682 Kimley-Horn and Associates, Inc. 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 (305) 673-2025 Miami Beach Convention Center Drainage Report September 20/5 PROPOSED STORM WATER MANAGEMENT SYSTEM I The existing drainage system has no storage or treatment. Portions of the existing drainage system interconnect to the City's roadway conveyance system that outfalls directly into the Collins Canal. Other portions directly convey into the Collins Canal outfalls. For the project's storm water quantity stage storage analysis; City of Miami Beach has allowed the continued use of the roadway drainage system as the collection and storage system for the entire site. The existing area that interconnects with the City's roadway system will continue to be directed to the City's system. The existing areas that convey directly to the canal will be redirected to the City's roadway system. The City will not accept installation of exfiltration trench or injection wells for water quality and quantity treatment. However, the City is currently providing two (2)proposed regional pump stations with quality treatment units to treat and discharge the storm" water runoff generated by this project and other upstream areas. The pump stations are part of a larger project with the City of Miami Beach in an effort to increase the elevations of the roads and receive the storm water from private properties with ineffective drainage wells for a storm water utility fee. The Convention Center will continue to be an untreated gravity conveyance system to the Collins Canal while the two regional storm water pump systems are installed. The proposed project has been separated into two (2) Drainage Area Basins indicated as Basin A and Basin B. The final outfall for both basins is the Collins Canal but the intermediary outfall for each basin will be two (2) regional stormwater pump stations (P.S. "A" and P.S. "B", respectively) constructed by the City of Miami Beach. Refer to the table below for a summary of the post- development basin information and Appendix B-3 for a map of the post-development basin areas. Basin Pervious/Impervious Summary Areas (SF) A B B Total ROADWAYS Impervious 123,068 136,562 230,595 490,225 Roof 739,858 268,737 0 1,008,595 Semi-Impervious 20,249 51,893 0 72,142 Pervious 73,956 96,449 21,705 192,110 Total 957,131 553,641 252,300 1,763,072 The City's proposed regional pump stations will receive the volume generated by the project site. This system will provide the water quality requirement(via the proposed downstream defender units) for the storm water runoff collected by the Convention Center Campus; onsite and roof drainage, P- Lot Park; onsite and roof, and the Roadway drainage from Convention Center Drive, 18th Street and I9`11 Street. The quantity requirement of the 25 year—3 day typically required to be retained onsite will also be directed to the City's system and regional pump stations. Refer to the table below for a summary of the post-development basin quantity and quality calculations to be received by each regional pump station from the respective basins. The detailed quantity and quality calculations can be found in Appendix C-3.1, Appendix C-3.2, and Appendix C-3.3, for each drainage basin. Miami Beach Convention Center 9 Drainage Report September 2015 Quantity and Quality Requirements Summary: P.S. "A" Quantity Basin Quality Requirement Requirement (ac-ft) 25-year,3-day (ac-ft) Basin A 4.19 18.86 The total volume being routed to the City's Regional Stormwater Pump Station "A" is 4.19 ac-ft for quality requirement to be met by the proposed downstream defender treatment units and 18.86 ac-ft retention volume to be met by the proposed pump station. Quantity and Quality Requirements Summary: P.S. "B" Quantity Basin Quality Requirement Requirement (ac-ft) 25-year,3-day (ac-ft) Basin B 2.62 10.44 Quantity Quality Requirement Requirement Basin (ac-ft) 5-year, 1-day (ac-ft) Basin B Roadways 1.65 2.76 The total volume being routed to the City's Regional Stormwater Pump Station "B" is 4.27 ac-ft for quality requirement to be met by the proposed downstream defender treatment units and 13.2 ac-ft retention volume to be met by the proposed pump station. CONCLUSION AND RECOMMENDATIONS The proposed stormwater collection and routing system has been design to properly convey the runoff volumes generated by the site. The proposed collection and conveyance storm system, in conjunction with the City's proposed regional stormwater pump stations and treatment units will provide treatment and conveyance for the project as required by CMBPW, SFWMD, DRER and ACE. The proposed improvements within the project area will result in a net reduction of stormwater runoff conveyed to the Collins Canal of 1.49 ac-ft. Refer to the appendices for detailed calculations of the quantity and quality volumes of stormwater required to be directed to each regional pump station to satisfy the requirements of the Department of Regulatory and Economic Recourses and South Florida Water Management District. Maim Beach Convention Center 10 Drainage Report September 2015 ...: CO dg,1W Lt C/2 Z U) < CD Ill 0 .'"741 II 1 MS 14 BigtiJ 1 ma 2 _ ce < g ; § Z 2 4, .e, % 17- I w 2 A P 0 E m = 1 , 5 D .1 5 9 0- C/5 2 i 2 1 ; 11 = i'l I 0 I ,,. .... ........ .5:...,5 i 2, > w —I -. .1 _L_ -?J- . - - -„,... ._,-7-,,li,,,4 I- li 1.i , ' Cr 'A P . '' ii -") ' 1. .■ • . --) L •1, II ,<CY.-:9,7c1:— :• -- ,ii■ o_ li ',: 1 ,I a, q '?:- ', MI i : -3 - : 111 V „ . .t,,, --;41-,,,, ,•11 L7--' 0 —1, - 0 ,- o . ■ 29 '(_- , tr--------- ---,---. , I ,' . '.4 , .0, ,i 1 ,_ __11!__ '4. , /-;-• _7-- , 1 .;; i • . "-•....A /< v ___ ...„ : .....,...__, , . I )'7 I ' •i 5!■i; 17 , .- al ( w , . [ _ti.: •I .ki i- ! i...• I' ' , — •,---- 11 'V—Tr: - "-----"7— -...t: L i ... .,....„.b__ , ___ .__ ,1.., . .. . .....„ , o 1 - ' E i 0 L Z z -• ., ,, „ __ , 2 z u, •:• . k , , 1, S.. z ., ,:i ..,,.1.1. • — [ °.-111 ' +, . i • I 0 ,0 g , 1 < Lu . ; .--• I ;I! -- ;;'1 .-.,. ,- 4 1', , , , 4. I- , .11m i ;.) - - , ; P L k . r , ;, - — 1.a - 1 ,, . 9 1 t;,:1 , i I i':' =:•_-1 .--, - • .. IA- __ : _._. 0_, ___ • , i, —, --, ,7 , ,.. .-kimii-nr,1- VA..--- '- 1., ..,...?.. 1, j 7 P II. ' " • '1 401111e7. i '•' - 21 1 ''.....!'77.7 ;7 I''• " .7';‘. „...., I'I. ...,77 I I 1 17 I I'. '",-Y,7-:2.47441019"-II - I -'-'.'•I‘ (1 It 1047 ! •-';':''' = , 11- - '7 1.• ' ,-- ' ',IF,4 . i - ;','=;*;:', '-v• IL §', 0; < .___-L ,..„,.." I 1! :;:-::::::" E i I 0 •il■i ., 2a le ,... , . • . ,.. ....,. .... ...._ .... ..., . ., .. _. ., . ...._ ,. ..„. .. .. ..„ ..... . . APPENDIX C-3.1: DRAINAGE BASIN A QUALITY & QUANTITY CALCULATIONS Date: September 10,2015 Project Name: Miami Beach Convention Center,Basin A Project Number: 043627000 / Prepared By: MM SURFACE WATER MANAGEMENT CALCULATIONS(S.F.W.M.D.CRITERIA) I. GIVEN: A. ACREAGE: Semi- Irnperviou Pervious P t -focal Sq.Ft. I. Lake Area= 0.00 ac. hnperewus 2. Buildings= 16.98 ac. Basin A 123.068 8 20_239 73.036 739.838 957,131 3. Pavement&Others= 2.82 ac. 4. Green Areas= 1.70 ac. Total 123.068 _20.249 73,936 730,858 937.13 I Semi- Impervious P,nious Root' Total Ac. lot nen•tous Rosin A 2.82 0.46 170 16.93 21 07 B. OTHER: I. Gravel&Shell Areas= 0.46 ac. Total 2.82 0.46 1.70 16.98 21.97 Total= 21.50 ac. II. DESIGN CRITERIA: A. WATER OUALITY CRITERIA: I. If a wet detention system,then whichever is the greater of the following: a. The first inch of runoff from the entire project site. b. The amount of 2.5 inches times the percent impervious for the project site. 2. Additional 50%treatment require for outfall to canal B. WATER OUANTITY CRITERIA: • I. DESIGN EVENTS AND RAINFALL AMOUNTS: Design Event for Minimum Volume Pump Station is Required to Discharge: Frequency: 25 year Duration: 3 day Amount: 11.00 inches 2 ADDITIONAL DESIGN INFORMATION: a. Design Water/Control Elevation: 2.70 NAVD. b. Receiving Body Regulated Stage Elevation: 2.70 NAVD. c. Time of Concentration: 0.20 hour III.COMPUTATIONS: A. WATER QUALITY COMPUTATIONS: I. Compute the first inch of runoff from the entire developed_project site: = 1.00 inch X 21.502 acres X ( I foot/12 inches) = 1.792 ac-ft for the first inch of runoff 2. Compute 2.5 inches times the percent impervious for the developed project site: a. Site area for water quality pervious/impervious calculations only: =Total Project-(Lake Area+Buildings) = 21.502 acres - ( 0.000 acres + 16.985 acres ) 4.517 acres of site area for water quality calculations b. Impervious area for water quality pervious/impervious calculations only: =Site area for water quality-Pervious area = 4.517 acres - 1.698 acres = 2.819 acres of impervious area for water quality calculations c. Percentage of impervious area for water quality: =Impervious area for water quality / Site area for water quality X 100% = 2.819 acres / 4.517 acres X 100% = 62.42 %Impervious d. For 2.5 inches times the percentage of impervious area: 2.5 inches X 62.42 % = 1.560 inches to be treated e. Compute volume required for quality treatment: = Inches to be treated X (Total Site Area-Lake Area) = 1.560 inches X ( 21.502 acres - 0.000 acres ) X ( 1 foot/12 inches) = 2.796 ac-ft required for detention storage 3. The first inch of runoff from the entire developed site= 1.792 ac-ft 2.5 inches times the percentage of impervious area= 2.796 ac-ft The volume of 2.796 ac-ft controls 4. Additional 50%treatment for outfall= 1.398 ac-ft B. SUMMARY OF WATER OUALITY COMPUTATIONS: lltem: l Description: I Quantity l; A.1 First inch of runoff from entire project site= 1.792 ac-ft A.2 2.5 inches times percent impervious= 2.796 ac-ft A.3 Volume to be treated= 2.796 ac-ft A.4 Additional volume to be treated= 1.398 ac-ft A.5 Total volume to be treated= 4.194 ac-ft 4.19 ac-ft of runoff volume required for water quality treatment at P.S.A Downstream Defenders. The 4.19 acre feet of water quality treatment will be treated by one (1)WQTD with a max treatment capacity of 50 cfs.The water quality treatment rate is presummed to be the required treatment volume discharged over a period of one hour,or(4.19 AF*43560 CF/AF)/3600 Sec/hr= 50 cfs. Therefore,one WQTD provides the required treatment. REQUEST FOR PROPOSALS ( RFP) DESIGN/BUILD SERVICES FOR STORMWATER PUMP STATION AT NORTHEAST CORNER OF CONVENTION CENTER DRIVE RFP NO. 2016-042-KB RFP ISSUANCE DATE: DECEMBER 18, 2015 PROPOSALS DUE: FEBRUARY 4, 2016 @ 3:00 PM ISSUED BY: KRISTY BADA MIAMIBEACH KRISTY DADA, CONTRACTING OFFICER II PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor, Miami Beach, FL 33139 305.673.7000 x6218 I kristybada @miamibeachfl.gov www.miamibeachfl.gov O. MIAMI BEACH TABLE OF CONTENTS SOLICITATION SECTIONS: PAGE 0100 PUBLIC NOTICE 3 0200 INSTRUCTIONS TO PROPOSERS &GENERAL CONDITIONS 4 0300 PROPOSAL SUBMITTAL INSTRUCTIONS & FORMAT 12 0400 PROPOSAL EVALUATION 18 0500 CITY OF MIAMI BEACH LICENSES, PERMITS AND FEES 21 APPENDICES: PAGE APPENDIX A PROPOSAL CERTIFICATON, QUESTIONNAIRE AND AFFIDAVITS 23 APPENDIX B "NO PROPOSAL" FORM 30 APPENDIX C MINIMUM REQUIREMENTS & SPECIFICATIONS 32 APPENDIX D SPECIAL CONDITIONS 36 APPENDIX E COST PROPOSAL FORM 39 APPENDIX F INSURANCE REQUIREMENTS 42 RFP 2016-042-KB 2 ® MIAMI BEACH SECTION 0100 . PUBLIC NOTICE City of Miami Beach, 1755 Meridian Avenue, 3rd Floor, Miami Beach, Florida 33139, www.miamibeachfl.gov PROCUREMENT DEPARTMENT Tel: 305.673.7490, Fax: 786.394.4006 REQUEST FOR PROPOSALS(RFP)No.2016-042-KB DESIGN/BUILD SERVICES FOR STORMWATER PUMP STATION AT NORTHEAST CORNER OF CONVENTION CENTER DRIVE Miami Beach,Florida By means of this RFP, the City seeks to contract with a Design/Build Firm for STORMWATER PUMP STATION AT NORTHEAST CORNER OF CONVENTION CENTER DRIVE. Proposals received pursuant to this RFP will be evaluated in a two-phased process (Phase I and Phase II). The Design/Build Firm (DBF) will be responsible for the design, permitting, construction management and construction of the Storm water Pump Station at the northeast corner of the Miami Beach Convention Center (MBCC). The work will include but not be limited to site preparation; earthwork, storm drainage infrastructure installation and streetscape improvements. In addition to construction related services, the project will require engineering design, permitting, surveying services, utility locations, landscape architecture, and potentially geotechnical services. The Design Criteria Package (DCP) for this project shall be provided in digital format on CDs to all short-listed proposers following Phase I evaluation. Please call Kristy Bada at 305.673.7490, or e-mail kristvbada(a miamibeachfl.gov to secure a CD. The cost for these CDs is $20. One may purchase a CD through the Finance Cashier located on the 1st Floor in City Hall. Please make reference of the RFP number (RFP 2016-042-KB) and project name (DESIGN/BUILD SERVICES FOR STORMWATER PUMP STATION AT NORTHEAST CORNER OF CONVENTION CENTER DRIVE) to the Finance Cashier. After purchase, CDs are to be collected by the Proposer at the Procurement Office located on the 3rd Floor in City Hall with presentation of receipt from the Finance Cashier. • A Pre-Proposal Conference,as further detailed in Section 0100-10 of the RFP is scheduled for 12:00 PM on January 6, 2016 in the Procurement Department Conference Room located at City of Miami Beach, 1755 Meridian Avenue, 3RD Floor, Miami Beach, FL 33139. Attendance(in person or via telephone) is as a source of information. Respondents interested in participating in the Pre-Proposal Meeting via telephone must follow these steps: (1)Dial the TELEPHONE NUMBER: 1-888-270-9936(Toll-free North America) (2)Enter the MEETING NUMBER:5804578# Sealed proposals, for Phase I, will be received by the City of Miami Beach Department of Procurement, 3rd Floor, 1755 Meridian Avenue, Miami Beach, Florida 33139, until 3:00 p.m. on February 4, 2016, for DESIGN/BUILD SERVICES FOR STORMWATER PUMP STATION AT NORTHEAST CORNER OF CONVENTION CENTER DRIVE(the Project). Sincerely, Alex Denis Director, Procurement Department RFP 2016-042-KB 3 MIAMI BEACH SECTION 0200 INSTRUCTIONS TO RESPONDENTS&GENERAL CONDITIONS 1. GENERAL. This Request for Proposals (RFP) is issued by the City of Miami Beach, Florida (the "City"), as the means for prospective Proposer to submit their qualifications, proposed scopes of work and cost Statement of Qualifications (the "proposal")to the City for the City's consideration as an option in achieving the required scope of services and requirements as noted herein. All documents released in connection with this solicitation, including all appendixes and addenda, whether included herein or released under separate cover, comprise the solicitation, and are complementary to one another and together establish the complete terms, conditions and obligations of the Proposer and, subsequently, the successful proposer(s)(the"contractor[s]")if this RFP results in an award. The City utilizes PublicPurchase (www.publicpurchase.com) for automatic notification of competitive solicitation opportunities and document fulfillment, including the issuance of any addendum to this RFP.Any prospective proposer who has received this RFP by any means other than through PublicPurchase must register immediately with PublicPurchase to assure it receives any addendum issued to this RFP. Failure to receive an addendum may result in disqualification of proposal submitted. 2. PURPOSE. By means of this RFP, the City seeks to contract with a Design/Build Firm for STORMWATER PUMP STATION AT NORTHEAST CORNER OF CONVENTION CENTER DRIVE. Proposals received pursuant to this RFP will be evaluated in a two-phased process(Phase I and Phase II). Phase I Proposers will be evaluated in accordance with the criteria established in Section 0400 for Phase I Evaluation. Following City Commission selection of the short-listed proposers pursuant to Phase I of the RFP, the short-listed proposers will be allotted approximately 45 days to prepare a detailed technical proposal for the Project. The short-listed proposers will also be provided, via addendum, with the formal Design Criteria Package (DCP) and Design/Build Agreement. Following Phase I short-listing and prior to receipt of proposals pursuant to Phase II, the City may issue further information and clarifications via Addenda to the short-listed proposers, including (but not limited to) any amendments to the Design Criteria Package, cost tender form, form of contract, and other informational items or requirements necessary for the short-listed proposers to submit its Phase II proposals. Additionally, the City will conduct a pre-submittal conference with short-listed proposers to facilitate project understanding and consider any project specific questions from the short-listed proposers. Phase II proposals will be evaluated in accordance with the criteria established in Section 0400 for Phase II Evaluation. Following City Commission approval of the City Managers recommendation pursuant to Phase II, the City will enter into contract negotiations and execution. This RFP is issued pursuant to Chapter 287.055, Florida Statutes, the Consultants Competitive Negotiations Act (CCNA). 3.SOLICITATION TIMETABLE.The tentative schedule for this solicitation is as follows: Phase I-Qualifications RFP Issued DECEMBER 18,2015 • Pre-Proposal Meeting JANUARY 6,2016 AT 12:00 PM Deadline for Receipt of Questions JANUARY 25,2016 AT 5:00 PM Responses Due FEBRUARY 4, 2016 AT 3:00 PM Evaluation Committee Meeting TBD Commission Approval to Shortlist TBD Phase II—Technical Proposals Solicitation Issued to Short-Listed Proposers TBD Pre-Submittal Meeting TBD Deadline for Receipt of Questions TBD RFP 2016-042-KB 4 MIAMI BEACH Proposals Due TBD Evaluation Committee Meeting to Interview TBD Commission Approval of Final Proposer TBD 4. PROCUREMENT CONTACT. Any questions or clarifications concerning this solicitation shall be submitted to the Procurement Contact noted below: Procurement Contact: Telephone: - Email: Kristy Bada 305-673-7490 kristybada( ..miamibeachfl.gov Additionally, the City Clerk is to be copied on all communications via e-mail at RafaelGranado• miamibeachfl:soy or Via facsimile: 786-394.4188. The Bid title/number shall be referenced on all correspondence. All questions or requests for clarification must be received no later than ten (10) calendar days prior to the date proposals are due as scheduled in Section 0200-3. All responses to questions/clarifications will be sent to all prospective Proposers in the form of an addendum. 5. PRE-PROPOSAL MEETING OR SITE VISIT(S). Only if deemed necessary by the City, a pre-proposal meeting or site visit(s)may be scheduled. A Pre-PROPOSAL conference will be held as scheduled in Anticipated RFP Timetable section above at the following address: City of Miami Beach Procurement Department Conference Room 1755 Meridian Avenue,3RD Floor Miami Beach,Florida 33139 Attendance (in person or via telephone) is encouraged and recommended as a source of information, but is not mandatory. Proposers interested in participating in the Pre-Proposal Submission Meeting via telephone must follow these steps: (1)Dial the TELEPHONE NUMBER: 1-888-270-9936(Toll-free North America) (2) Enter the MEETING NUMBER: 5804578 Proposers who are interested in participating via telephone should send an e-mail to the contact person listed in this RFP expressing their intent to participate via telephone. 6. PRE-PROPOSAL INTERPRETATIONS. Oral information or responses to questions received by prospective Proposers are not binding on the City and will be without legal effect, including any information received at pre-submittal meeting or site visit(s). The City by means of Addenda will issue interpretations or written addenda clarifications considered necessary by the City in response to questions. Only questions answered by written addenda will be binding and may supersede terms noted in this solicitation. Addendum will be released through PublicPurchase. Any prospective proposer who has received this RFP by any means other than through PublicPurchace must register immediately with PublicPurchase to assure it receives any addendum issued to this RFP. Failure to receive an addendum may result in disqualification of proposal. Written questions should be received no later than the date outlined in the Anticipated RFP Timetable section. 7. CONE OF SILENCE. This RFP is subject to, and all proposers are expected to be or become familiar with, the City's Cone of Silence Requirements, as codified in Section 2-486 of the City Code. Proposers shall be solely responsible for ensuring that all applicable provisions of the City's Cone of Silence are complied with, and shall be subject to any and all sanctions, as prescribed therein, including rendering their response voidable, in the event of such non-compliance. Communications regarding this solicitation are to be submitted in writing to the Procurement Contact named herein with a copy to the City Clerk at rafaelgranadona,,miamibeachfl.gov. RFP 2016-042-KB 5 I>m MIAMI BEACH 8. SPECIAL NOTICES. You are hereby advised that this solicitation is subject to the following ordinances/resolutions, which may be found on the City Of Miami Beach website:http://web.miamibeachf.gov/procurement/scroll.aspx?id=23510 • CONE OF SILENCE CITY CODE SECTION 2-486 • PROTEST PROCEDURES CITY CODE SECTION 2-371 • DEBARMENT PROCEEDINGS CITY CODE SECTIONS 2-397 THROUGH 2-485.3 • LOBBYIST REGISTRATION AND DISCLOSURE OF FEES CITY CODE SECTIONS 2-481 THROUGH 2-406 • CAMPAIGN CONTRIBUTIONS BY VENDORS CITY CODE SECTION 2-487 • CAMPAIGN CONTRIBUTIONS BY LOBBYISTS ON PROCUREMENT ISSUES CITY CODE SECTION 2-488 • REQUIREMENT FOR CITY CONTRACTORS TO PROVIDE EQUAL BENEFITS FOR DOMESTIC PARTNERS CITY CODE SECTION 2-373 • LIVING WAGE REQUIREMENT CITY CODE SECTIONS 2-407 THROUGH 2-410 • PREFERENCE FOR FLORIDA SMALL BUSINESSES OWNED AND CONTROLLED BY VETERANS AND TO STATE-CERTIFIED SERVICE- DISABLED VETERAN BUSINESS ENTERPRISES CITY CODE SECTION 2-374 • FALSE CLAIMS ORDINANCE CITY CODE SECTION 70-300 • ACCEPTANCE OF GIFTS,FAVORS&SERVICES CITY CODE SECTION 2-449 9. PUBLIC ENTITY CRIME. A person or affiliate who has been placed on the convicted vendor list following a conviction for public entity crimes may not submit a bid on a contract to provide any goods or services to a public entity, may not submit a bid on a contract with a public entity for the construction or repair of a public building or public work, may not submit bids on leases of real property to public entity, may not be awarded or perform work as a contractor, supplier, sub-contractor, or consultant under a contract with a public entity, and may not transact business with any public entity in excess of the threshold amount provided in Sec. 287.017, for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list. 10. COMPLAINCE WITH THE CITY'S LOBBYIST LAWS. This RFP is subject to, and all Proposers are expected to be or become familiar with, all City lobbyist laws. Proposers shall be solely responsible for ensuring that all City lobbyist laws are complied with, and shall be subject to any and all sanctions, as prescribed therein, including, without limitation, disqualification of their responses, in the event of such non-compliance. 11. DEBARMENT ORDINANCE: This RFP is subject to, and all proposers are expected to be or become familiar with, the City's Debarment Ordinance as codified in Sections 2-397 through 2-406 of the City Code. 12. WITH THE CITY'S CAMPAIGN FINANCE REFORM LAWS. This RFP is subject to, and all Proposers are expected to be or become familiar with, the City's Campaign Finance Reform laws, as codified in Sections 2-487 through 2-490 of the City Code. Proposers shall be solely responsible for ensuring that all applicable provisions of the City's Campaign Finance Reform laws are complied with, and shall be subject to any and all sanctions, as prescribed therein, including disqualification of their responses, in the event of such non-compliance. 13. CODE OF BUSINESS ETHICS. Pursuant to City Resolution No.2000-23879, the Proposer shall adopt a Code of Business Ethics("Code")and submit that Code to the Procurement Division with its response or within five (5) days upon receipt of request. The Code shall, at a minimum, require the Proposer, to comply with all applicable governmental rules and regulations including, among others,the conflict of interest, lobbying and ethics provision of the City of Miami Beach and Miami Dade County. 14. AMERICAN WITH DISABILITIES ACT (ADAI. Call 305-673-7490 to request material in accessible format; sign language interpreters (five (5) days in advance when possible), or information on access for persons with disabilities. For more information on ADA compliance, please call the Public Works Department, at 305-673-7000, Extension 2984. 15. POSTPONEMENT OF DUE DATE FOR RECEIPT OF PROPOSALS. The City reserves the right to postpone the deadline for submittal of proposals and will make a reasonable effort to give at least three (3) calendar days written notice of any such postponement to all prospective Proposers through PublicPurchase. 16. PROTESTS. Proposers that are not selected may protest any recommendation for selection of award in accordance with eh proceedings established pursuant to the City's bid protest procedures, as codified in Sections 2-370 and 2-371 of the City IREP 2016-042-KB 6 • MIAMI BEACH Code (the City's Bid Protest Ordinance). Protest not timely made pursuant to the requirements of the City's Bid Protest Ordinance shall be barred. 17. Omitted Intentionally 18. VETERAN BUSINESS ENTERPRISES PREFERENCE. Pursuant to City Code Section 2-374, the City shall give a preference to a responsive and responsible Proposer which is a small business concern owned and controlled by a veteran(s) or which is a service-disabled veteran business enterprise, and which is within five percent (5%) of the lowest responsive, responsible proposer, by providing such proposer an opportunity of providing said goods or contractual services for the lowest responsive proposal amount(or in this RFP, the highest proposal amount). Whenever, as a result of the foregoing preference, the adjusted prices of two(2)or more proposers which are a small business concern owned and controlled by a veteran(s)or a service-disabled veteran business enterprise constitute the lowest proposal pursuant to an RFP or oral or written request for quotation, and such proposals are responsive, responsible and otherwise equal with respect to quality and service, then the award shall be made to the service-disabled veteran business enterprise. 19. DETERMINATION OF AWARD. Pursuant to F.S.287.055,the City shall first consider the qualifications of firms through the process outlined in Section 0400, Evaluation Methodology. The Evaluation of proposals shall proceed in a two-phase process: A. Phase I — Proposals will be evaluated in accordance with the criteria established in Section 0400 for Phase I Evaluation. Following the Phase I Evaluation Process, the City Manager may recommend to the City Commission no less than three respondents to be considered in Phase II. The number of respondents recommended to be short-listed for consideration in Phase II is solely at the discretion of the City Manager. B. Phase II—Short-listed Proposals will be evaluated in accordance with the criteria established in Section 0400 for Phase II Evaluation. The results of both Phase I and Phase II evaluations will be considered by the City Manager who may recommend to the City Commission the respondent(s) he deems to be in the best interest of the City, or may recommend rejection of all responses. The City Manager's recommendation need not be consistent with the scoring results identified herein and takes into consideration Miami Beach City Code Section 2-369,including the following considerations: a. The ability,capacity and skill of the proposer to perform the contract. b. Whether the proposer can perform the contract within the time specified,without delay or interference. c. The character,integrity, reputation,judgment,experience and efficiency of the respondent. d. The quality of performance of previous contracts. e. The previous and existing compliance by the proposer with laws and ordinances relating to the contract. The City Commission shall consider the City Manager's recommendation for each phase and may approve such recommendation. The City Commission may also, at its option, reject the City Manager's recommendation and select another proposer (or proposers) which it deems to be in the best interest of the City, or it may also reject all responses. Once the Phase II ranking is approved by the City Commission, the City will enter into contract negotiations with the top ranked firm. If the City and selected firm cannot agree on contractual terms, the City will terminate negotiations and begin negotiations with the next ranked firm, continuing this process with each firm in rank order until agreeable terms can be met or the procurement is terminated. Contract negotiations and execution will take place as quickly as possible after selection. 20. NEGOTIATIONS. Following selection, the City reserves the right to enter into further negotiations with the selected Proposer. Notwithstanding the preceding, the City is in no way obligated to enter into a contract with the selected Proposer in the event the parties are unable to negotiate a contract. It is also understood and acknowledged by Proposers that no property, contract or legal rights of any kind shall be created at any time until and unless an Agreement has been agreed to;approved by the City;and executed by the parties. 21. Postponement/Cancellation/Acceptance/Reiection. The City may, at its sole and absolute discretion, reject any and all, RFP 2016-042-KB 7 MIAMI BEACH or parts of any and all, responses; re-advertise this RFP; postpone or cancel, at any time, this RFP process; or waive any irregularities in this RFP, or in any responses received as a result of this RFP. Reasonable efforts will be made to either award the proposer the contract or reject all proposals within one-hundred twenty (120) calendar days after proposal opening date. A proposer may withdraw its proposal after expiration of one hundred twenty (120) calendar days from the date of proposal opening by delivering written notice of withdrawal to the Department of Procurement Management prior to award of the contract by the City Commission. 22. PROPOSER'S RESPONSIBILITY. Before submitting a response,each Proposer shall be solely responsible for making any and all investigations, evaluations, and examinations, as it deems necessary, to ascertain all conditions and requirements affecting the full performance of the contract. Ignorance of such conditions and requirements, and/or failure to make such evaluations, investigations, and examinations,will not relieve the Proposer from any obligation to comply with every detail and with all provisions and requirements of the contract, and will not be accepted as a basis for any subsequent claim whatsoever for any monetary consideration on the part of the Proposer. 23. COSTS INCURRED BY PROPOSERS. All expenses involved with the preparation and submission of Proposals, or any work performed in connection therewith, shall be the sole responsibility (and shall be at the sole cost and expense) of the Proposer, and shall not be reimbursed by the City. 24. RELATIONSHIP TO THE CITY. It is the intent of the City, and Proposers hereby acknowledge and agree, that the successful Proposer is considered to be an independent contractor, and that neither the Proposer, nor the Proposer's employees,agents, and/or contractors, shall, under any circumstances, be considered employees or agents of the City. 24. OCCUPATIONAL HEALTH AND SAFETY. In compliance with Chapter 442, Florida Statutes, any toxic substance listed in Section 38F-41.03 of the Florida Administrative Code delivered as a result of this proposal must be accompanied by a Material Safety Data Sheet(MSDS)which may be obtained from the manufacturer. 25. ENVIRONMENTAL REGULATIONS: The City reserves the right to consider a proposer's history of citations and/or 'violations of environmental regulations in investigating a proposer's responsibility, and further reserves the right to declare a proposer not responsible if the history of violations warrant such determination in the opinion of the City. Proposer shall submit with its proposal, a complete history of all citations and/or violations, notices and dispositions thereof. The non-submission of any such documentation shall be deemed to be an affirmation by the Proposer that there are no citations or violations. Proposer shall notify the City immediately of notice of any citation or violation which proposer may receive after the proposal opening date and during the time of performance of any contract awarded to it. 26.TAXES.The City of Miami Beach is exempt from all Federal Excise and State taxes. 27.MISTAKES. Proposers are expected to examine the terms,conditions,specifications,delivery schedules, proposed pricing, and all instructions pertaining to the goods and services relative to this RFP. Failure to do so will be at the Proposer's risk and may result in the Proposal being non-responsive. 28. PAYMENT. Payment will be made by the City after the goods or services have been received, inspected, and found to comply with contract, specifications, free of damage or defect, and are properly invoiced. Invoices must be consistent with Purchase Order format. 29. COPYRIGHT, PATENTS & ROYALTIES. Proposer shall indemnify and save harmless the City of Miami Beach, Florida, and its officers, employees, contractors, and/or agents, from liability of any nature or kind, including cost and expenses for, or on account of, any copyrighted, patented,or unpatented invention, process,or article manufactured or used in the performance of the contract, including its use by the City of Miami Beach, Florida. If the Proposer uses any design, device or materials covered by letters, patent, or copyright, it is mutually understood and agreed, without exception, that the proposal prices shall include all royalties or cost arising from the use of such design,device,or materials in any way involved in the work. 30. DEFAULT: Failure or refusal of the selected Proposer to execute a contract following approval of such contract by the City Commission, or untimely withdrawal of a response before such award is made and approved, may result in a claim for RFP 2016-042-KB 8 MIAMI BEACH damages by the City and may be grounds for removing the Proposer from the City's vendor list. 31. MANNER OF PERFORMANCE. Proposer agrees to perform its duties and obligations in a professional manner and in accordance with all applicable Local, State, County, and Federal laws, rules, regulations and codes. Lack of knowledge or ignorance by the Proposer with/of applicable laws will in no way be a cause for relief from responsibility. Proposer agrees that the services provided shall be provided by employees that are educated, trained, experienced, certified, and licensed in all areas encompassed within their designated duties. Proposer agrees to furnish to the City any and all documentation, certification, authorization, license, permit, or registration currently required by applicable laws, rules, and regulations. Proposer further certifies that it and its employees will keep all licenses, permits, registrations, authorizations, or certifications required by applicable laws or regulations in full force and effect during the term of this contract. Failure of Proposer to comply with this paragraph shall constitute a material breach of this contract. Where contractor is required to enter or go on to City of Miami Beach property to deliver materials or perform work or services as a result of any contract resulting from this solicitation, the contractor will assume the full duty, obligation and expense of obtaining all necessary licenses, permits, and insurance, and assure all work complies with all applicable laws. The contractor shall be liable for any damages or loss to the City occasioned by negligence of the Proposer, or its officers, employees, contractors,and/or agents,for failure to comply with applicable laws. 32. SPECIAL CONDITIONS. Any and all Special Conditions that may vary from these General Terms and Conditions shall have precedence. 33. NON-DISCRIMINATION. The Proposer certifies that it is in compliance with the non-discrimination clause contained in Section 202, Executive Order 11246, as amended by Executive Order 11375, relative to equal employment opportunity for all persons without regard to race, color, religion, sex or national origin. In accordance with the City's Human Rights Ordinance, codified in Chapter 62 of the City Code, Proposer shall prohibit(and cause hotel operator to prohibit) discrimination by reason of race, color, national origin, religion, sex, intersexuality, gender identity, sexual orientation, marital and familial status, and age or disability in the sale, lease,use or occupancy of the Hotel Project or any portion thereof. 34. DEMONSTRATION OF COMPETENCY. The city may consider any evidence available regarding the financial, technical, and other qualifications and abilities of a Proposer, including past performance (experience) in making an award that is in the best interest of the City, including: A. Pre-award inspection of the Proposer's facility may be made prior to the award of contract. B. Proposals will only be considered from firms which are regularly engaged in the business of providing the goods and/or services as described in this solicitation. C. Proposers must be able to demonstrate a good record of performance for a reasonable period of time, and have sufficient financial capacity, equipment, and organization to ensure that they can satisfactorily perform the services if awarded a contract under the terms and conditions of this solicitation. D. The terms "equipment and organization", as used herein shall, be construed to mean a fully equipped and well established company in line with the best business practices in the industry, and as determined by the City of Miami Beach. E. The City may consider any evidence available regarding the financial, technical, and other qualifications and abilities of a Proposer, including past performance(experience), in making an award that is in the best interest of the City. F. The City may require Proposer s to show proof that they have been designated as authorized representatives of a manufacturer or supplier, which is the actual source of supply. In these instances, the City may also require material information from the source of supply regarding the quality, packaging, and characteristics of the products to be supply to the City. 35. ASSIGNMENT. The successful Proposer shall not assign, transfer, convey, sublet or otherwise dispose of the contract, including any or all of its right,title or interest therein,or his/her or its power to execute such contract, to any person, company or corporation,without the prior written consent of the City. 36. LAWS, PERMITS AND REGULATIONS. The Proposer shall obtain and pay for all licenses, permits, and inspection fees required to complete the work and shall comply with all applicable laws. RFP 2016-042-KB 9 m► MIAMIBEACH 37. OPTIONAL CONTRACT USAGE. When the successful Proposer (s) is in agreement, other units of government or non- profit agencies may participate in purchases pursuant to the award of this contract at the option of the unit of government or non-profit agency. 38.VOLUME OF WORK TO BE RECEIVED BY CONTRACTOR. It is the intent of the City to purchase the goods and services specifically listed in this solicitation from the contractor. However,the City reserves the right to purchase any goods or services awarded from state or other governmental contract, or on an as-needed basis through the City's spot market purchase provisions. 39. DISPUTES. In the event of a conflict between the documents,the order of priority of the documents shall be as follows: A. Any contract or agreement resulting from the award of this solicitation;then • B. Addendum issued for this solicitation,with the latest Addendum taking precedence;then C. The solicitation;then D. The Proposer's proposal in response to the solicitation. 40. INDEMNIFICATION. The Proposer shall indemnify and hold harmless the City and its officers, employees, agents and instrumentalities from any and all liability, losses or damages, including attorney's fees and costs of defense, which the City or its officers, employees, agents or instrumentalities may incur as a result of claims, demands, suits, causes of actions or proceedings of any kind or nature arising out of, relating to or resulting from the performance of the agreement by the contractor or its employees, agents, servants, partners, principals or subcontractors. The contractor shall pay all claims and losses in connection therewith, and shall investigate and defend all claims, suits or actions of any kind or nature in the name of the City,where applicable, including appellate proceedings, and shall pay all costs,judgments, and attorney's fees which may be incurred thereon. The Proposer expressly understands and agrees that any insurance protection required by this Agreement or otherwise provided by the contractor shall in no way limit the responsibility to indemnify, keep and save harmless and defend the City or its officers, employees, agents and instrumentalities as herein provided. The above indemnification provisions shall survive the expiration or termination of this Agreement. 41. CONTRACT EXTENSION. The City reserves the right to require the Contractor to extend contract past the stated termination date for a period of up to 120 days in the event that a subsequent contract has not yet been awarded. Additional extensions past the 120 days may occur as needed by the City and as mutually agreed upon by the City and the contractor. 42. FLORIDA PUBLIC RECORDS LAW. Proposers are hereby notified that all Bid including, without limitation, any and all information and documentation submitted therewith, are exempt from public records requirements under Section 119.07(1), Florida Statutes, and s. 24(a),Art. 1 of the State Constitution until such time as the City provides notice of an intended decision or until thirty (30) days after opening of the proposals, whichever is earlier. Additionally, Contractor agrees to be in full compliance with Florida Statute 119.0701 including, but not limited to, agreement to(a) Keep and maintain public records that ordinarily and necessarily would be required by the public agency in order to perform the services; (b) provide the public with access to public records on the same terms and conditions that the public agency would provide the records and at a cost that does not exceed the cost provided in this chapter or as otherwise provided by law; (c) Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law; (d) Meet all requirements for retaining public records and transfer, at no cost, to the public agency all public records in possession of the contractor upon termination of the contract and destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. All records stored electronically must be provided to the public agency in a format that is compatible with the information technology systems of the public agency. 43.OBSERVANCE OF LAWS. Proposers are expected to be familiar with,and comply with, all Federal, State, County, and City laws, ordinances, codes, rules and regulations, and all orders and decrees of bodies or tribunals having jurisdiction or authority which, in any manner, may affect the scope of services and/or project contemplated by this RFP (including, without limitation, the Americans with Disabilities Act,Title VII of the Civil Rights Act,the EEOC Uniform Guidelines, and all EEO regulations and guidelines). Ignorance of the law(s) on the part of the Proposer will in no way relieve it from responsibility for compliance. RFP 2016-042-KB 10 ® MIAMI BEACH 44. CONFLICT OF INTEREST. All Proposers must disclose, in their Proposal, the name(s) of any officer, director, agent, or immediate family member(spouse, parent, sibling, and child)who is also an employee of the City of Miami Beach. Further, all Proposers must disclose the name of any City employee who owns,either directly or indirectly,an interest of ten (10%)percent or more in the Proposer entity or any of its affiliates. 45. MODIFICATION/WITHDRAWALS OF PROPOSALS. A Proposer may submit a modified Proposal to replace all or any portion of a previously submitted Proposal up until the Proposal due date and time. Modifications received after the Proposal due date and time will not be considered. Proposals shall be irrevocable until contract award unless withdrawn in writing prior to the Proposal due date,or after expiration of 120 calendar days from the opening of Proposals without a contract award. Letters of withdrawal received after the Proposal due date and before said expiration date, and letters of withdrawal received after contract award will not be considered. 47. EXCEPTIONS TO RFP. Proposers must clearly indicate any exceptions they wish to take to any of the terms in this RFP,and outline what, if any,alternative is being offered. All exceptions and alternatives shall be included and clearly delineated, in writing, in the Proposal. The City, at its sole and absolute discretion, may accept or reject any or all exceptions and alternatives. In cases in which exceptions and alternatives are rejected, the City shall require the Proposer to comply with the particular term and/or condition of the RFP to which Proposer took exception to(as said term and/or condition was originally set forth on the RFP). 48.ACCEPTANCE OF GIFTS, FAVORS, SERVICES. Proposers shall not offer any gratuities,favors,or anything of monetary value to any official, employee, or agent of the City, for the purpose of influencing consideration of this Proposal. Pursuant to Sec. 2-449 of the City Code, no officer or employee of the City shall accept any gift,favor or service that might reasonably tend improperly to influence him in the discharge of his official duties. 49.SUPPLEMENTAL INFORMATION. City reserves the right to request supplemental information from Proposers at any time during the RFP solicitation process,unless otherwise noted herein. 50. ADDITIONAL SERVICES. Although this solicitation and resultant contract identifies specific goods, services or facilities ("items"), it is hereby agreed and understood that the City, through the approval of the Department and Procurement Directors (for additional items up to $50,000) or the City Manager (for additional items greater than $50,000), may require additional items to be added to the Contract which are required to complete the work. When additional items are required to be added to the Contract, awarded vendor(s), as applicable to the item being requested, under this contract may be invited to submit price quote(s)for these additional requirements. If these quote(s)are determined to be fair and reasonable,then the additional work will be awarded to the current contract vendor(s)that offers the lowest acceptable pricing. The additional items shall be added to this contract by through a Purchase Order(or Change Order if Purchase Order already exists). In some cases,the City may deem it necessary to add additional items through a formal amendment to the Contract,to be approved by the City Manager. The City may determine to obtain price quotes for the additional items from other vendors in the event that fair and reasonable pricing is not obtained from the current contract vendors, or for other reasons at the City's discretion. Balance of Page Intentionally Left Blank 1RFP 2016-042-KB 11 ® MIAMI BEACH SECTION 0300 PROPOSAL SUBMITTAL INSTRUCTIONS AND FORMAT 1. SEALED RESPONSES. One original Proposal (preferably in 3-ring binder) must be submitted in an opaque, sealed envelope or container on or before the due date established for the receipt of proposals. Additionally, ten (10) bound copies and one (1) electronic format (CD or USB format) are to be submitted. The following information should be clearly marked on the face of the envelope or container in which the proposal is submitted: solicitation number, solicitation title, Proposer name, Proposer return address. Proposals received electronically, either through email or facsimile, are not acceptable and will be rejected. 2. LATE BIDS. Bid Proposals are to be received on or before the due date established herein for the receipt of Bids. Any Bid received after the deadline established for receipt of proposals will be considered late and not be accepted or will be returned to Proposer unopened.The City does not accept responsibility for any delays, natural or otherwise. 3. PROPOSAL FORMAT. In order to maintain comparability,facilitate the review process and assist the Evaluation Committee in review of proposals, it is strongly recommended that proposals be organized and tabbed in accordance with the sections and manner specified below. Hard copy submittal should be tabbed as enumerated below and contain a table of contents with page references. Electronic copies should also be tabbed and contain a table of contents with page references. Proposals that do not include the required information will be deemed non-responsive and will not be considered. PHASE I RESPONSE FORMAT =� Cover Letter&Minimum Qualifications Requirements 1.1 Cover Letter and Table of Contents. The cover letter must indicate Prime Proposer and Prime Proposer Primary Contact for the purposes of this solicitation. 1.2 Response Certification, Questionnaire & Requirements Affidavit (Appendix A). Attach Appendix A fully completed and executed. 1.3 Minimum Qualifications Requirements. Submit verifiable information documenting compliance with the minimum qualifications requirements established in Appendix C, Minimum Requirements and Specifications, as required herein. 1.3.1 Request for Qualification Similar Experience. For each project that complies with the minimum requirements on Appendix C, Section C1, No. 3, submit project name, project contact information (phone and email) and prime proposer's role in project. TAB 2 Project Team Prime Proposer shall submit a design-build team organizational structure that has a sufficient number of professionals and other personnel to perform the work, including: 1. Organizational Chart. An organizational chart depicting the structure and lines of authority and communication. A narrative that describes the intended structure regarding project management, accountability and compliance with the terms of the RFP. 2. Key Personnel. Identify all key personnel, including the Project Manager, who will be assigned to the Project and their intended functions and responsibilities. Also indicate the percentage of time commitment of each key person on this Project. 3. Resumes. Resumes of the team's key personnel who will be assigned to the Project that demonstrate their experience and qualifications, education and performance record. At a minimum, the Prime Proposer shall include the above listed information for the following proposed project team members: a. Design/Build Project Manager b. Lead Designer Design Manager RFP 2016-042-KB 12 MIAMI BEACH c. Construction Superintendent 4. Evidence Of Prior Working Experience. Submit evidence that the proposed team has successfully collaborated on prior projects. For each project, submit project name, brief description of project, date of completion, owner's representative, and owner's representative contact information. 5. Other. Provide any other information the Proposer believes will help the City understand and evaluate the team's capabilities. TAB 3 Design/Build Firm(Prime Proposer)Experience&Qualifications Qualifications of Firm. Describe experience and qualifications of the Prime Respondent in providing the services detailed herein. 1. Company Information: Provide background information, including company history, years in business, number of employees, and any other information communicating capabilities and experience. (recommend 1 page) 2. Company's List of Similar Experience and Qualifications: Provide a list of the company's experience and qualifications with the services detailed herein. Provide a table that includes the following information: agency name, project name, type of project (right-of-way, design/build, etc.), percentage completed, anticipated completion date, your firm's role(i.e.design/build, lead designer,lead constructor).(recommended 1 page) 3. Relevant Experience: Summarize the company's most similar projects of comparable size and scope where similar services to those described in this RFP have been provided. Projects must illustrate familiarity with all of the following aspects: underground utility construction, pipe tapping, storm water collection and disposal, and site concrete work. All projects must demonstrate experience with existing traveled roads where traffic must have been maintained. Projects must have a minimum of$1,000,000 each. For each project include: a. Project name and location b. Project description c. Date of project completion d. Awarded contract amount and final contract amount e. Explanation of differences between awarded and final contract amounts,if difference exceeded 5% f. If right-of-way improvement, please indicate if it included utility installations, pavement restoration, and streetscaping. g. Indicate firm's role in the project(design/builder, lead designer,or lead constructor). h. If applicable, a brief description of how the Prime Proposer maintained operations while under construction. i. The names of the key project managers, highlighting any individuals who also worked on this project. j. Reference contact information(including name,address,telephone number and e-mail address). 4. Safety Record: Provide the firm's Experience Modification Rate (EMR)data for the previous three(3)full calendar years (2011, 2012, and 2013)on a firm-wide basis,which shall be documented by a signed letter with contact information from the firm's insurance carrier,or the insurance carrier's agency representative. 5. Dun & Bradstreet Supplier Qualifier Report: Design/Build Firm shall pay D&B to send the Supplier Qualifier Report (SQR)to the City through electronic means kristybada @miamibeachfl.gov. The cost of the preparation of the D&B report shall be the responsibility of the Proposer. The proposer can request the report from D&B at: Uhttps://supplierportal.dnb.com/webapp/wcs/stores/servlet/SupplierPortal?storeld=11696UU 6. Insurance: Provide a letter from Proposer's insurer on the insurer company letterhead that the insurer can provide levels of coverage to the Proposer as indicated in Appendix E—Insurance Requirements. 7. Minority/Women-owned Business Enterprise (MWBE) or Small/Disadvantaged Business Enterprise (S/DBE). Submit certification from either The State of Florida Office of Supplier Diversity or Miami Dade County. TAB 4 Lead Designer Experience&Qualifications RFP 2016-042-KB 13 MIAMI BEACH Qualifications of Firm. Describe experience and qualifications in providing in providing the services detailed herein. 1. Company Information: Provide background information, including company history, years in business, number of employees, and any other information communicating capabilities and experience. (recommend 1 page) 2. Company's List of Similar Experience and Qualifications: Provide a list of the company's experience in providing the services detailed herein. Provide a table to include the following information:agency name, project name,type of project, percentage completed, anticipated completion date,your firm's role(i.e.lead designer)(recommend 1 one page). 3. Florida Registration: Provide evidence of professional registration pursuant to Chapter 287.055, Florida Statues, the Consultants Competitive Negotiations Act(CCNA). 4. Relevant Experience: Summarize the company's most similar projects in providing the services detailed herein. Projects must illustrate familiarity with neighborhood/right-of-way related construction. For each project include: a. Project name and location b. Project description c. Date of project completion d. Awarded contract amount and final contract amount e. Explanation of differences between awarded and final contract amounts, if difference exceeded 5% f. Years project designed(or"Under Design") g. The names of the key project architects, highlighting any individuals who will also work on this project h. Reference contact information(including address,telephone number and e-mail address). TAB15, Forms Provide Certification, Questionnaire& Requirements Affidavit(Appendix A). Attach Appendix A fully completed and executed. The Certification,Questionnaire& Requirements Affidavit(Appendix A)must be signed by the Prime Proposer. Note: After proposal submittal, the City reserves the right to require additional information from Proposers (or Proposer team members or sub-consultants) to determine: qualifications (including, but not limited to, litigation history, regulatory action, or additional references); and financial capability (including, but not limited to, annual reviewed/audited financial statements with the auditors notes for each of their last two complete fiscal years). RFP 2016-042-KB 14 ® MIAMI BEACH PHASE II RESPONSE FORMAT(TECHNICAL PROPOSAL) In order to maintain comparability,facilitate the review process,and assist the Evaluation Committee in review of responses, it is recommended that responses be organized and tabbed in accordance with the sections and manner specified below. Hard copy submittals should be bound and tabbed as enumerated below and contain a table of contents with page references. Electronic copies should also be tabbed and contain a table of contents with page references. Proposers should prepare narratives, specification etc. on 8.5 x 11 paper. All Plans shall be provided bound flat not in a 3-ring binder with 11"x17" paper containing a title block, drawing titles, dated and numbered. Please feel free to include other materials, such as covers, appendices, brochures,etc.at your discretion. Due Diligence and Site Inspections: It is the responsibility of each Proposer, before submitting the Phase II proposal,to: • Visit the site or structure to become familiar with conditions that may affect costs, progress, performance or furnishing of the Work; • Take into account federal, state and local (City and Miami-Dade County) laws, regulations, permits, and ordinances that may affect costs, progress, performance,furnishing of the Work,or award; • Study and carefully correlate Proposer's observations with the RFP; and The submission of a proposal shall constitute an incontrovertible representation by proposer that proposer has complied with the above requirements and understands all terms and conditions for performance and furnishing of the Work. The City reserves the right to require additional information to determine financial capability. Proposer shall have ten (10) calendar days respond to such a request. TAB 1 Project Technical Proposal The Technical Proposal shall document team's understanding of the project, major design elements,materials and methods.The Technical Proposal shall be developed using narratives,tables,charts, plots,drawings and conceptual sketches as appropriate. The technical proposal shall be insufficient detail to allow the City to evaluate its compliance with the design criteria package, including major systems and requirements. TAB 2 Subcontractor Experience&Qualifications Qualifications of Key Subcontractors. For each key construction subcontractor (whose value of work exceeds $500,000)describe experience and qualifications as detailed below. 1. Company Information: Provide background information, including company history, years in business, number of employees,and any other information communicating capabilities and experience. (recommend 1-2 pages) 2. Company's List of Similar Experience and Qualifications: Provide a list of the company's experience and qualifications with the Services detailed herein. Provide a table that includes the following information: agency name, project name,type of project right-of-way,design/build, etc.),work assigned. (recommended 1 page) 3. Relevant Experience: Summarize five(5)of the company's most similar projects of comparable size and scope where similar construction services have been provided. Please list similar sanitary sewer force main projects first followed by other relevant project experience. Projects must illustrate familiarity with: traffic control, maintenance of access for pedestrians to businesses or residences, underground utility construction, erosion control and storm water pollution prevention measures, drainage collection and/or disposal system, irrigation systems,and landscape planting (recommend 1 page per project)For each project include: a. Project name and location b. Project description c. Date of project completion d. Reference contact information RFP 2016-042-KB 15 ® MIAMI BEACH TAB 3 Approach&Methodology Plan Proposer shall, at a minimum,address the following factors: 1. The Proposer shall illustrate complete understanding of the scope of work for all components of the project. The narrative shall address methodology, sequencing, maintenance of traffic(MOT) and phasing of the various work efforts. 2. The Proposer shall describe the efforts involved in coordinating with all utilities including but not limited to Florida Power and Light(FPL),AT&T and Atlantic Broadband(ABB). 3. Proposer shall clearly detail and present its approach to all required permitting issues, including but not limited to, water distribution system, stormwater drainage system, , landscaping etc., relative to the applicable agency(ies) and entity(ies), e.g. City of Miami Beach, SFWMD, FDOT, FDEP, USACOE, Miami-Dade County RER, Fl. Dept.of Health, etc. 4. Proposer shall describe their Quality Assurance / Quality Control Plan ("QA/QC Plan") for the Work, including design, construction, coordination, implementation and completion of the Project. The Proposer shall explain its QA/QC Plan and the plan for any of its subconsultants or Subcontractors, namely the policies and procedures that will be used to.assure the complete and the accurate management of the Project. 5. Proposer must perform at least sixty percent(60%)of the construction work with the firm's own forces. 6. Proposer shall provide summary narrative inclusive of the proposer's project understanding, scheduling including key performance and success factors, and the proposed design and construction approach which highlights the main attributes and benefits of this approach. 7. Proposer shall describe the technical approach, and provide calculations and drawings as applicable, to sufficiently demonstrate the following: a. Typical plan and profile of the proposed pump statino and the seawall. b. Anticipated utility or structure relocations, if required. c. Planned supplementary geotechnical investigations, or environmental/contamination surveys/assessments by the proposer to support or validate the proposer's design approach, if any. 8. Proposer shall describe the project schedule approach utilizing the Critical Path Method a. Schedule shall utilize calendar days, b. Weekend and City Holidays shalt not be considered work days 9. Proposer shall describe the planned environmental quality management approach by demonstrating the following: a. Approach to minimize community impacts from,construction noise,dust and vibration. b. Correcting any resultant settlement and /or damage to any existing structures that are a consequence of the Proposer's construction activities. c. Prevention or containment of any discharges from the existing force main during taping, or any other work performed in, on,or around the existing force main. d. Pre-treatment of construction water prior to disposal to ensure compliance with permit requirements. 10. It is the objective of the City that, at a minimum, 60% of the construction portion of the project defined herein shall be performed directly by the Prime Contractor (rather than through sub-contractors). To evaluate compliance with this objective, proposers shall submit a schedule, by Construction Specification Institute (CSI) Division, denoting which sections of the scope shall be performed directly by the Prime Contractor(with its own forces)and which sections are intended to be subcontracted. 11. Describe plan on how construction staging areas, pedestrian paths,vehicular traffic patterns,etc.will be handled in order to mitigate disruption. RFP 2016-042-KB 16 MIAMIBEACH TAB 4 Project Schedule The Proposer shall submit a Preliminary CPM Project Schedule covering the period from NTP to Final Completion with the submittal which will be the initial Project Baseline Schedule. The Preliminary Project Schedule shall include all major design, permitting, procurement and construction, testing and commissioning activities and meet the stated Contract Dates and any other suggested major milestones. Activities shall indicate their associated phasing and dependence with other activities, and highlight the main, coordination efforts and issues requiring the City's involvement and necessary reviews. At a minimum,the Preliminary Project Schedule must address the following milestones and activities: Design Schedule&Submittals Design Phase Reviews by the City—Assume 4 weeks Community Involvement Permitting Utility Coordination/Relocation Start and completion of Construction,Testing and Commissioning Substantial Completion and Final Completion Dates for all Work. TAB 5 Lump Sum Price Submit a Lump Sum Price for delivering the completed Project consistent with the Design Criteria Package. Utilize Appendix D—Cost Tender Form to submit your Lump Sum Price. Balance of Page Intentionally Left Blank RFP 2016-042-KB 17 MIAMI BEACH SECTION 0400 PROPOSAL EVALUATION The Evaluation Process will be conducted in two phases. PHASE I EVALUATION PROCESS 1.Two Step Evaluation. The evaluation of responsive proposals in Phase 1 will proceed in a two-step process. The first step (Step 1)will consist of the qualitative criteria listed below to be considered by the Evaluation Committee.The second step(Step 2) will consist of quantitative criteria established below to be added to the first step scores by the Procurement Department. The City reserves the right to engage the advice of its consultant, DCP or other technical experts in assisting the Evaluation Committee in the review of proposals received. 2. Phase I I Step 1 Evaluation(100 Points).An Evaluation Committee, appointed by the City Manager, shall meet to evaluate each Proposal in accordance with the requirements set forth in the solicitation. If further information is desired, Proposers may be requested to make additional written submissions of a clarifying nature or oral presentations to the Evaluation Committee. The evaluation of proposals will proceed in a two-step process as noted below. It is important to note that the Evaluation Committee will score the qualitative portions of the proposals only. In doing so,the Evaluation Committee may: • review and score all proposals received,with or without conducting interview sessions;or • review all proposals received and short-list one or more Proposers to be further considered during subsequent interview session(s)(using the same criteria). Proposers will be evaluated on the following criteria(100 maximum possible points): • Project Team (30 Points) • Design/Build Firm Experience&Qualifications(40 Points) • Lead Designer Experience&Qualifications(30 Points) 3. Phase I I Step 2 Evaluation (10 Points). Following the results of Step 1 Evaluation Qualitative criteria, the proposers may receive additional points to be added by the Procurement Department to those points earned in Step 1, as follows. • Veterans and State-Certified Service-Disabled Veteran Business Enterprise(5 points) • Prime Proposer Volume of Work(0-5 Points). Points awarded to the proposer for volume of work awarded by the City in the last three(3)years in accordance with the following table: Less than$250,000 5 $250,000.01 —$2,000,000 3 Greater than$2,000,000 0 RFP 2016-042-KB 18 MIAMI BEACH 4. Determination of Phase I Ranking. Phase 1/Step 1 scores (by the Evaluation Committee) and Phase 1/Step 2 scores (by the Procurement Department)will be converted to rankings in accordance with the following example: Proposer Proposer Proposer A B C Step 1 Points 82 76 80 Step 2 Points 10 7 5 Committee Total 92 84 85 Member 1 Rank 1' 3 2 Step 1 Points 90 85 72 Step 2 Points 10 7 5 Committee Total 100 92 79 Member 2 ' Rank 1 2 3 Step 1 Points 80 74 66 Step 2 Points 10 7 5 Committee Total 90 81 72 Member 2 Rank ; 1 2 3 Low Aggregate Score 3 7 8 Phase I Ranking 1 2 _ 3 If fewer than three responsive proposals are received by the City or if all responsive proposals received are determined by City Manager to be qualified for Phase II, Phase II may proceed without interruption or additional approvals following Phase I. Otherwise, the City Manager may submit a recommendation to the City Commission to short-list one or more proposers at the conclusion of the Phase I evaluation. Following City Commission approval of the City Manager's recommendation pursuant to Phase I of the RFP, the short-listed proposers will be allotted approximately 45 days to prepare a detailed technical proposal for the Project. The short-listed proposers will also be provided, via addendum, with the formal Design Criteria Package (DCP) and the Design/Building Agreement. Following Phase I short-listing and prior to receipt of proposals pursuant to Phase II, the City may issue further information and clarifications via Addenda to the short-listed proposers, including (but not limited to) any amendments to the Design Criteria Package, cost tender form, form of contract, and other informational items or requirements necessary for the short-listed proposers to submit its Phase II proposals. Additionally, the City will conduct a pre-submittal conference with short-listed proposer to facilitate project understanding and consider any project specific questions from the short-listed proposers. Phase II proposals will be evaluated in accordance with the criteria established in Section 0400 for Phase II Evaluation. 1RFP 2016-042-KB 19 i® MIAMI BEACH PHASE II EVALUATION PROCESS The Phase II evaluation process shall be completed by a Technical Review Committee,appointed by the City Manager,who may be different than the Evaluation Committee,who shall meet to evaluate each short-listed response and technical package in accordance with the criteria established below. In doing so,the Evaluation Committee will: a. Interview short-listed proposers,if deemed necessary. b. Receive input from a Technical Review by City Staff,the Design Criteria Professional,and other City advisors c. Recommend the Voluntary Alternate Proposals to accept, if any d. Score proposers utilizing the Evaluation Criteria Proposers will be evaluated on the following criteria(100 maximum possible points): • Technical Proposals(25 Points) • Subcontractor Experience&Qualifications(5 Points) • Approach&Methodology Plan(10 Points) • Project Schedule(10 Points) • Lowest Lump Sum Price(50 Points) Each proposed Lump Sum Price shall be scored as follows: Sample Objective Formula for Cost Lump Example Maximum Formula for Calculating Points Vendor Sum Allowable Points (lowest cost 1 cost of proposal being evaluated X Total Points (Points noted are for illustrative maximum allowable points=awarded points) Awarded Price purposes only.Actual points Round to are noted above.) Vendor A $100.00 20 $1001$100 X 20=20 20 Vendor B $150.00 20 $1001$150 X 20= 13 13 Vendor C $200.00 20 $1001$200 X 20= 10 10 Final Ranking is presented to the City Manager for further due diligence and recommendation to the City Commission. Final Ranking does not constitute an award recommendation until such time as the City Manager has made his recommendation to the City Commission,which may be different than final ranking results. Remainder of Page Intentionally Left Blank RFP 2016-042-KB 20 MIAMI BEACH SECTION 0500 CITY OF MIAMI BEACH LICENSES, PERMITS AND FEES Each license, permit or fee a Contractor will have to pay the City before or during construction or the percentage method or unit method of all licenses, permits and fees REQUIRED BY THE CITY AND PAYABLE TO THE CITY by virtue of this construction as part of the Contract is as follows: The City of Miami Beach will require occupational licenses for Contractors as well as sub-contractors. Licenses, permits and fees which maybe required by Miami-Dade County,the State of Florida, or other governmental entities are not included in the above list, but are listed as attached (next page) and included as an allowance in the proposal. 1. Occupational licenses from City of Miami Beach firms will be required to be submitted within fifteen(15)days of notification of intent to award. 2. Occupational licenses will be required pursuant to Chapter 205.065 Florida Statutes. NOTE: a)If the Contractor is a State of Florida Certified Contractor the following will be required: 1) Copy of State Contractors Certification 2) Place of Business Occupational License 3) Liability and Property Damage Insurance Certificate made to City of Miami Beach 4) Workers compensation or the exemption b)If a Dade County Licensed Contractor: 1) Dade Certificate of Competency in the Discipline Licensed 2) Municipal Contractors Occupational License 3) Liability and Property damage Insurance Certificate made to City of Miami Beach 4) Workers Compensation or the exemption • NOTE: PLEASE PROVIDE COPIES OF ALL YOUR LICENSES AND CORPORATE CERTIFICATES WITH YOUR PROPOSAL RESPONSE. Remainder of Page Intentionally Left Blank RFP 2016-042-KB 21 MIAMI BEACH CITY OF MIAMI BEACH • REQUEST FOR PROPOSALS(RFP)No.2016-042-KB DESIGN/BUILD SERVICES FOR STORMWATER PUMP STATION AT NORTHEAST CORNER OF CONVENTION CENTER DRIVE Note: The Proposer shall obtain and pay for all permits required for execution of the work; provided however, that the City will waive Public Works Department Right-of-Way permit fees. PERMITS I. MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER)(formerly DERM). • Class I Permit for Coastal Construction • Class II Permit for Construction of Drainage System with Outfall. • Class V Dewatering Permit • Drainage Well Permit • File Notice of commencement with SFWMD and RER II. FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION(FDEP) • Notice of Intent to Use Generic Permit for Storm Water Discharge from Large and Small Construction Activities • National Pollutant Discharge Elimination System(NPDES)permit III. FLORIDA POWER AND LIGHT(FPL) IV. CITY OF MIAMI BEACH PUBLIC WORKS DEPARTMENT • ROW Permit-Fee to be waived. • Building Department-Plumbing, Structural, Electrical-Fees to be waived with the exception of Dade County fees • Notice of Commencement Permit V. SOUTH FLORIDA WATER MANAGEMENT DISTRICT(SFWMD)Environmental Resource Permit(ERP) Remainder of Page Intentionally Left Blank RFP 2016-04-2-KB 22 APPENDIX A '. MIAMI Proposal Certification , Questionnaire & Requirements Affidavit RFP NO. 2016-042-KB DESIGN/BUILD SERVICES FOR STORMWATER PUMP STATION AT NORTHEAST CORNER OF CONVENTION CENTER DRIVE DEPARTMENT OF PROCUREMENT MANAGEMENT 1755 Meridian Avenue , 3rd Floor Miami Beach, Florida 33139 RFP 2016-042-KB 23 Solicitation No: Solicitation Title: 2016-042-KB DESIGN/BUILD SERVICES FOR STORMWATER PUMP STATION AT NORTHEAST CORNER OF CONVENTION CENTER DRIVE Procurement Contact: Tel: Email: KRISTY BADA 305-673-7490 KRISTYBADA @MIAMIBEACHFL.GOV PROPOSAL CERTIFICATION, QUESTIONNAIRE & REQUIREMENTS AFFIDAVIT Purpose: The purpose of this Proposal Certification, Questionnaire and Requirements Affidavit Form is to inform prospective Proposers of certain solicitation and contractual requirements, and to collect necessary information from Proposers in order that certain portions of responsiveness, responsibility and other determining factors and compliance with requirements may be evaluated. This Proposal Certification, Questionnaire and Requirements Affidavit Form is a REQUIRED FORM that must be submitted fully completed and executed. 1. General Proposer Information. FIRM NAME: No of Years in Business: No of Years in Business Locally: OTHER NAME(S)PROPOSER HAS OPERATED UNDER IN THE LAST 10 YEARS: FIRM PRIMARY ADDRESS(HEADQUARTERS): CITY: STATE: ZIP CODE: TELEPHONE NO.: TOLL FREE NO.: FAX NO.: FIRM LOCAL ADDRESS: CITY: STATE: ZIP CODE: PRIMARY ACCOUNT REPRESENTATIVE FOR THIS ENGAGEMENT: ACCOUNT REP TELEPHONE NO.: ACCOUNT REP TOLL FREE NO.: ACCOUNT REP EMAIL: FEDERAL TAX IDENTIFICATION NO.: The City reserves the right to seek additional information from Proposer or other source(s), including but not limited to:any firm or principal information, applicable licensure, resumes of relevant individuals, client information,financial information,or any information the City deems necessary to evaluate the capacity of the Proposer to perform in accordance with contract requirements. RFP 2016-042-KB 24 1. Veteran Owned Business. Is Pro oser claiming a veteran owned business status? YES NO SUBMITTAL REQUIREMENT: Proposers claiming veteran owned business status shall submit a documentation proving that firm is certified as a veteran-owned business or a service-disabled veteran owned business by the State of Florida or United States federal government,as required pursuant to ordinance 2011-3748. 2. Conflict Of Interest.All Proposers must disclose,in their Proposal,the name(s)of any officer,director,agent,or immediate family member (spouse, parent, sibling, and child) who is also an employee of the City of Miami Beach. Further, all Proposers must disclose the name of any City employee who owns, either directly or indirectly, an interest of ten (10%) percent or more in the Proposer entity or any of its affiliates. SUBMITTAL REQUIREMENT: Proposers must disclose the name(s)of any officer, director, agent, or immediate family member (spouse,parent,sibling,and child)who is also an employee of the City of Miami Beach. Proposers must also disclose the name of any City employee who owns,either directly or indirectly, an interest of ten(10%)percent or more in the Proposer entity or any of its affiliates 3. References&Past Performance.Proposer shall submit at least three(3)references for whom the Proposer has completed work similar in size and nature as the work referenced in solicitation. SUBMITTAL REQUIREMENT: For each reference submitted, the following information is required: 1) Firm Name, 2) Contact Individual Name&Title,3)Address,4)Telephone,5)Contact's Email and 6)Narrative on Scope of Services Provided. 4. Suspension,Debarment or Contract Cancellation.Has Proposer ever been debarred,suspended or other legal violation,or had a contract cancelled due to non erformance by an ublic sector agency? YES NO SUBMITTAL REQUIREMENT: If answer to above is "YES," Proposer shall submit a statement detailing the reasons that led to action(s). 5. Vendor Campaign Contributions. Proposers are expected to be or become familiar with, the City's Campaign Finance Reform laws, as codified in Sections 2-487 through 2-490 of the City Code. Proposers shall be solely responsible for ensuring that all applicable provisions of the City's Campaign Finance Reform laws are complied with,and shall be subject to any and all sanctions, as prescribed therein,including disqualification of their Proposals,in the event of such non-compliance. SUBMITTAL REQUIREMENT: Submit the names of all individuals or entities (including your sub-consultants) with a controlling financial interest as defined in solicitation. For each individual or entity with a controlling financial interest indicate whether or not each individual or entity has contributed to the campaign either directly or indirectly, of a candidate who has been elected to the office of Mayor or City Commissioner for the City of Miami Beach. 6. Code of Business Ethics. Pursuant to City Resolution No.2000-23879,each person or entity that seeks to do business with the City shall adopt a Code of Business Ethics("Code")and submit that Code to the Department of Procurement Management with its proposal/response or within five(5)days upon receipt of request.The Code shall, at a minimum, require the Proposer,to comply with all applicable governmental rules and regulations including, among others, the conflict of interest, lobbying and ethics provision of the City of Miami Beach and Miami Dade County, SUBMITTAL REQUIREMENT: Proposer shall submit firm's Code of Business Ethics. In lieu of submitting Code of Business Ethics, Proposer may submit a statement indicating that it will adopt,as required in the ordinance,the City of Miami Beach Code of Ethics,available at www.miamibeachfl.gov/procuremenU. RFP 2016-042-KB 25 7. Living Wage. Pursuant to Section 2-408 of the Miami Beach City Code, as same may be amended from time to time, Proposers shall be required to pay all employees who provide services pursuant to this Agreement,the hourly living wage rates listed below: • Commencing with City fiscal year 2012-13(October 1,2012),the hourly living rate will be$11.28/hr with health benefits,and$12.92/hr without benefits. The living wage rate and health care benefits rate may, by Resolution of the City Commission be indexed annually for inflation using the Consumer Price Index for all Urban Consumers(CPI-U)Miami/Ft. Lauderdale,issued by the U.S. Department of Labor's Bureau of Labor Statistics. Notwithstanding the preceding,no annual index shall exceed three percent(3%).The City may also,by resolution,elect not to index the living wage rate in any particular year, if it determines it would not be fiscally sound to implement same(in a particular year). Proposers'failure to comply with this provision shall be deemed a material breach under this proposal, under which the City may, at its sole option, immediately deem said Proposer as non-responsive, and may further subject Proposer to additional penalties and fines, as provided in the City's Living Wage Ordinance, as amended. Further information on the Living Wage requirement is available at www.miamibeachfl.gov/procurement/. SUBMITTAL REQUIREMENT: No additional submittal is required. By virtue of executing this affidavit document, Proposer agrees to the living wage requirement. 8. Equal Benefits for Employees with Spouses and Employees with Domestic Partners.When awarding competitively solicited contracts valued at over$100,000 whose contractors maintain 51 or more full time employees on their payrolls during 20 or more • calendar work weeks, the Equal Benefits for Domestic Partners Ordinance 2005-3494 requires certain contractors doing business with the City of Miami Beach, who are awarded a contract pursuant to competitive proposals, to provide "Equal Benefits"to their employees with domestic partners, as they provide to employees with spouses. The Ordinance applies to all employees of a Contractor who work within the City limits of the City of Miami Beach, Florida;and the Contractor's employees located in the United States, but outside of the City of Miami Beach limits, who are directly performing work on the contract within the City of Miami Beach. A. Does your company provide or offer access to any benefits to employees with spouses or to spouses of employees? YES NO B. Does your company provide or offer access to any benefits to employees with(same or opposite sex)domestic partners*or to domestic partners of employees? YES NO C. Please check all benefits that apply to your answers above and list in the "other" section any additional benefits not already specified. Note: some benefits are provided to employees because they have a spouse or domestic partner, such as bereavement leave; other benefits are provided directly to the spouse or domestic partner, such as medical insurance. BENEFIT Firm Provides for Firm Provides for Firm does not Employees with Employees with Provide Benefit Spouses Domestic Partners Health Sick Leave Family Medical Leave Bereavement Leave If Proposer cannot offer a benefit to domestic partners because of reasons outside your control, (e.g., there are no insurance providers in your area willing to offer domestic partner coverage) you may be eligible for Reasonable Measures compliance. To comply on this basis, you must agree to pay a cash equivalent and submit a completed Reasonable Measures Application (attached)with all necessary documentation.Your Reasonable Measures Application will be reviewed for consideration by the City Manager, or his designee. Approval is not guaranteed and the City Manager's decision is final. Further information on the Equal Benefits requirement is available at www.miamibeachfl.gov/procurement/. RFP 2016-042-KB 26 9. Public Entity Crimes.Section 287.133(2)(a), Florida Statutes,as currently enacted or as amended from time to time,states that a person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a proposal, proposal, or reply on a contract to provide any goods or services to a public entity; may not submit a proposal, proposal,or reply on a contract with a public entity for the construction or repair of a public building or public work; may not submit proposals, proposals,or replies on leases of real property to a public entity; may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity;and may not transact business with any public entity in excess of the threshold amount provided in s. 287.017 for CATEGORY TWO for a period of 36 months following the date of being placed on the convicted vendor list. SUBMITTAL REQUIREMENT: No additional submittal is required. By virtue of executing this affidavit document, Proposer agrees with the requirements of Section 287.133, Florida Statutes,and certifies it has not been placed on convicted vendor list. 10. Acknowledgement of Addendum. After issuance of solicitation, the City may release one or more addendum to the solicitation which may provide additional information to Proposers or alter solicitation requirements. The City will strive to reach every Proposer having received solicitation through the City's e-procurement system, PublicPurchase.com. However, Proposers are solely responsible for assuring they have received any and all addendum issued pursuant to solicitation.This Acknowledgement of Addendum section certifies that the Proposer has received all addendum released by the City pursuant to this solicitation. Failure to obtain and acknowledge receipt of all addendum may result in proposal disqualification. Initial to Confirm Initial to Confirm Initial to Confirm Receipt Receipt Receipt Addendum 1 Addendum 6 Addendum 11 Addendum 2 Addendum 7 Addendum 12 Addendum 3 Addendum 8 Addendum 13 Addendum 4 Addendum 9 Addendum 14 Addendum 5 Addendum 10 Addendum 15 If additional confirmation of addendum is required,submit under separate cover. REP 2016-042-KB 27 DISCLOSURE AND DISCLAIMER-SECT ION The solicitation referenced herein is being furnished to the recipient by the City of Miami Beach (the"City")for the recipient's convenience. Any action taken by the City in response to Proposals made pursuant to this solicitation, or in making any award, or in failing or refusing to make any award pursuant to such Proposals, or in cancelling awards, or in withdrawing or cancelling this solicitation, either before or after issuance of an award,shall be without any liability or obligation on the part of the City. In its sole discretion, the City may withdraw the solicitation either before or after receiving proposals, may accept or reject proposals, and may accept proposals which deviate from the solicitation,as it deems appropriate and in its best interest. In its sole discretion, the City may determine the qualifications and acceptability of any party or parties submitting Proposals in response to this solicitation. Following submission of a Bid or Proposal, the applicant agrees to deliver such further details, information and assurances, including financial and disclosure data, relating to the Proposal and the applicant including, without limitation, the applicant's affiliates, officers, directors,shareholders, partners and employees,as requested by the City in its discretion. The information contained herein is provided solely for the convenience of prospective Proposers. It is the responsibility of the recipient to assure itself that information contained herein is accurate and complete.The City does not provide any assurances as to the accuracy of any information in this solicitation. Any reliance on these contents,or on any permitted communications with City officials, shall be at the recipient's own risk. Proposers should rely exclusively on their own investigations,interpretations,and analyses.The solicitation is being provided by the City without any warranty or representation, express or implied, as to its content, its accuracy,or its completeness.No warranty or representation is made by the City or its agents that any Proposal conforming to these requirements will be selected for consideration,negotiation,or approval. The City shall have no obligation or liability with respect to this solicitation,the selection and the award process,or whether any award will be made.Any recipient of this solicitation who responds hereto fully acknowledges all the provisions of this Disclosure and Disclaimer,is totally relying on this Disclosure and Disclaimer,and agrees to be bound by the terms hereof.Any Proposals submitted to the City pursuant to this solicitation are submitted at the sole risk and responsibility of the party submitting such Proposal. This solicitation is made subject to correction of errors, omissions, or withdrawal from the market without notice. Information is for guidance only,and does not constitute all or any part of an agreement. The City and all Proposers will be bound only as, if and when a Proposal (or Proposals), as same may be modified, and the applicable definitive agreements pertaining thereto, are approved and executed by the parties, and then only pursuant to the terms of the definitive agreements executed among the parties.Any response to this solicitation may be accepted or rejected by the City for any reason,or for no reason,without any resultant liability to the City. The City is governed by the Government-in-the-Sunshine Law,and all Proposals and supporting documents shall be subject to disclosure as required by such law. All Proposals shall be submitted in sealed proposal form and shall remain confidential to the extent permitted by Florida Statutes, until the date and time selected for opening the responses.At that time, all documents received by the City shall become public records. Proposers are expected to make all disclosures and declarations as requested in this solicitation. By submission of a Proposal,the Proposer acknowledges and agrees that the City has the right to make any inquiry or investigation it deems appropriate to substantiate or supplement information contained in the Proposal,and authorizes the release to the City of any and all information sought in such inquiry or investigation. Each Proposer certifies that the information contained in the Proposal is true, accurate and complete, to the best of its knowledge, information,and belief. Notwithstanding the foregoing or anything contained in the solicitation,all Proposers agree that in the event of a final unappealable judgment by a court of competent jurisdiction which imposes on the City any liability arising out of this solicitation, or any response thereto, or any action or inaction by the City with respect thereto, such liability shall be limited to$10,000.00 as agreed-upon and liquidated damages.The previous sentence, however, shall not be construed to circumvent any of the other provisions of this Disclosure and Disclaimer which imposes no liability on the City. In the event of any differences in language between this Disclosure and Disclaimer and the balance of the solicitation, it is understood that the provisions of this Disclosure and Disclaimer shall always govern. The solicitation and any disputes arising from the solicitation shall be governed by and construed in accordance with the laws of the State of Florida. RFP 2016-042-KB 28 PROPOSER CERTIFICATION I hereby certify that: I, as an authorized agent of the Proposer, am submitting the following information as my firm's proposal; Proposer agrees to complete and unconditional acceptance of the terms and conditions of this document, inclusive of this solicitation, all attachments, exhibits and appendices and the contents of any Addenda released hereto, and the Disclosure and Disclaimer Statement; Proposer agrees to be bound to any and all specifications, terms and conditions contained in the solicitation, and any released Addenda and understand that the following are requirements of this solicitation and failure to comply will result in disqualification of proposal submitted; Proposer has not divulged, discussed, or compared the proposal with other Proposers and has not colluded with any other Proposer or party to any other proposal; Proposer acknowledges that all information contained herein is part of the public domain as defined by the State of Florida Sunshine and Public Records Laws; all responses, data and information contained in this proposal, inclusive of the Proposal Certification, Questionnaire and Requirements Affidavit are true and accurate. Name of Proposers Authorized Representative: Title of Proposer's Authorized Representative: Signature of Proposer's Authorized Representative: Date: State of FLORIDA ) On this day of ,20_,personally appeared before me who County of ) stated that (s)he is the of , a corporation, and that the instrument was signed in behalf of the said corporation by authority of its board of directors and acknowledged said instrument to be its voluntary act and deed.Before me: Notary Public for the State of Florida My Commission Expires: - - RFP 2016-042-KB 29 APPENDIX B �_. MI " No Bid " Form RFP NO. 2016L042-KB DESIGN/BUILD SERVICES FOR STORMWATER PUMP STATION AT NORTHEAST CORNER OF CONVENTION CENTER DRIVE DEPARTMENT OF PROCUREMENT MANAGEMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 Note: It is important for those vendors who have received notification of this solicitation, but have decided not to respond, to complete and submit the attached "Statement of No Bid." The "Statement of No Bid" provides the City with information. on how to improve the solicitation process. Failure to submit a "Statement of No Bid'" may result in not being notified of future solicitations by the City. RFP 2016-042-KB 30 Statement of No Bid WE HAVE ELECTED NOT TO SUBMIT A PROPOSAL AT THIS TIME FOR REASON(S) CHECKED AND/OR INDICATED BELOW: Workload does not allow us to proposal _Insufficient time to respond • Specifications unclear or too restrictive _ Unable to meet specifications _Unable to meet service requirements Unable to meet insurance requirements _Do not offer this product/service _OTHER. (Please specify) We do_do not_want to be retained on your mailing list for future proposals of this type product and/or service. Signature: Title: Legal Company Name: Note: Failure to respond, either by submitting a proposal or this completed form, may result in your company being removed from our vendors list. PLEASE RETURN TO: CITY OF MIAMI BEACH PROCUREMENT DEPT. ATTN: Kristy Bada STATEMENTS OF QUALIFICATIONS #2016-042-KB 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 RFP 2016-042-KB 31 APPENDIX C CA MIAMI B Minimum Requirements & Specifications RFP N O. 2016-042-KB DESIGN/BUILD SERVICES FOR STORMWATER PUMP STATION AT NORTHEAST CORNER OF CONVENTION CENTER DRIVE DEPARTMENT OF PROCUREMENT MANAGEMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 RFP 2016-042-KB 32 Cl. Minimum Eligibility Requirements. The Minimum Eligibility Requirements for this solicitation are listed below. Proposer shall submit, with its proposal, the required submittal(s) documenting compliance with each minimum requirement. Proposers that fail to include the required submittals with its proposal or fail to comply with minimum requirements shall be deemed non-responsive and shall not have its proposal considered. 1. Design/Build Firm must be licensed as a General Contractor or Underground Utility Contractor in the State of Florida. Submittal Requirement: Submit a copy of the required license(s). 2. Design/Build Firm must have completed the construction of at least two (2) pump station projects similar to this project within the last ten (10) years as a prime contractor or as a design builder. Submittal Requirement: For each project, submit project name, brief description of project, date of completion, owner's representative, and owner's representative contact information. 3. Design/Build Firm or its Consulting Firm must have completed the design of at least two (2) pump stations similar to this project within the last ten (10) years. Submittal Requirement: For each project, submit project name, brief description of project, date of completion, owner's representative, and owner's representative contact information. 4. Design/Build Firm must have completed three (3) projects similar in scope and volume demonstrating the Design/Build Firm's experience performing deep excavation/dewatering procedures in a coastal environment in the past ten (10)years. Submittal Requirement: For each project, submit project name, brief description of project, date of completion, owner's representative, and owner's representative contact information. 5. Design/Build Firm must submit documentation acceptable to the City that the Final Design team member is pre-qualified under Miami-Dade County, Internal Services Department, Procurement Management Services Division, for the following categories: • 3.02- Highway Systems—Highway Design • 3.09— Highway Systems—Signing, Pavement Marking, Channel • 6.01 —W& S System—Water Distribution and Sanitary Sewage Collection • 6.02—W&S—Major Water&Sewer Pumping Facility • 10.01 —Environmental Engineering —Stormwater Drainage Design • 16.00—General Civil Engineering Submittal Requirement: Submit a copy of the required pre-qualifications. 6. Proposer must have sufficient bonding capacity for a Payment and Performance Bond in an amount not less than $5 million. Submittal Requirement: Provide a letter from a Surety firm affirming that the Proposer has sufficient bonding capacity to provide performance and payment bonds in an amount not less than $5 million for the project. The Surety firm shall be rated by AM Best as to be no less than A- (Excellent) and within a Financial Size Category of no less RFP 2016-042-KB 33 than Category V ($10 - $25 million). The statement of bonding capacity shall be directly from the Surety firm on its official letterhead and signed by an authorized agent of the firm. C2. Statement of Work Required. The purpose of this RFP is to contract with a Design/Build Firm for STORMWATER PUMP STATION AT NORTHEAST CORNER OF CONVENTION CENTER DRIVE. Proposals received pursuant to this RFP will be evaluated in a two-phased process (Phase I and Phase II). Phase I Proposers will be evaluated in accordance with the criteria established in Section 0400 for Phase I Evaluation. Following City Commission selection of the short-listed proposers pursuant to Phase I of the RFP, the short-listed proposers will be allotted approximately 45 days to prepare a detailed technical proposal for the Project. The short-listed proposers will also be provided, via addendum, with the formal Design Criteria Package (DCP) and Design/Build Agreement. Following Phase short-listing and prior to receipt of proposals pursuant to Phase II, the City may issue further information and clarifications via Addenda to the short-listed proposers, including (but not limited to) any amendments to the Design Criteria Package, cost tender form, form of contract, and other informational items or requirements necessary for the short-listed proposers to submit its Phase II proposals. Additionally, the City will conduct a pre-submittal conference with short-listed proposers to facilitate project understanding and consider any project specific questions from the short-listed proposers. Phase II proposals will be evaluated in accordance with the criteria established in Section 0400 for Phase II Evaluation. Following City Commission approval of the City Managers recommendation pursuant to Phase II, the City will enter into contract negotiations and execution. Scope of Work: . The Design/Build. Firm (DBF) will be responsible for the design, permitting, construction management and construction of the Storm water Pump Station at the Northeast corner of Convention Center Drive. The work will include but not be limited to site preparation; earthwork, storm drainage infrastructure installation and streetscape improvements. In addition to construction related services, the project will require engineering design, permitting, surveying services, utility locations, landscape architecture, and potentially geotechnical services. The general location of the work is as follows: Northeast corner of Convention Center Drive. Areas to be affected by the proposed improvements include but are not limited to the following: Convention Center Drive. A. 4 — 20,000 GPM (gallons per minute) low head axial pumps with a wet well designed and constructed two separate duplex axial pump wet well structures. B. Pump station control panel for electrical, instrumentation and controls. C. Electrical ducts from FPL power service point to the pump station. D. 2 Water quality treatment structures. Each structure designed to treat 50 CFS with a total peak flow of 85 CFS through the structure. E. A trash rack structure (by others) is expected to be constructed by the time this RFP is issued. F. An energy dissipater unit downstream of the pumps designed to limit the discharge flow velocity no higher than 1.75 feet per second into Collins Canal. The dissipater shall be designed and constructed integrally with the seawall to minimize the footprint of the pump station. RFP 2016-042-KB 34 G. Approximately 165 feet of new seawall using the most updated Public Works standard seawall detail. Portion of the seawall to have submerged cut out openings with manatee grates to allow storm water runoff into Collins Canal. H. A gravity bypass outfall equipped with tideflex valves to prevent backflow into the drainage system. I. Site Improvements include: 1) A new driveway on Washington Avenue for maintenance trucks to access the pump station properly designed for trucks to turn around and exit the proposed driveway. 2) Regrade the area along the new wall between it and the sidewalk to match the grade at the sidewalk. 3) Provide plantings consistent with the MBCC landscaping in this vicinity. 4) Reconstruct existing sidewalk, concrete curb, drainage, etc. damaged by the proposed construction. 5) Relocate all existing utilities, storm sewer and sanitary sewer as necessary to accommodate the construction of the pump station. Proposed Budget: The City of Miami Beach's Public Works budget for the proposed project is$5 Million. Project Duration: The Design/Build Firm must complete the Work by the following durations, which exclude the warranty administrative period. • Design & Permitting Phase: 90 Days from the issuance of Notice to Proceed 1 (NTP1) • Substantial Completion: 120 Calendar Days from the issuance of applicable permits. • Final Completion: 30 Calendar Days from date of attaining Substantial Completion. If the Design/Build Firm does not achieve Substantial Completion by the established Substantial Completion Contract Date, Liquidated Damages (LDs)will be assessed in the amount of$5,000.00 per calendar day, which will be paid to the City by the Design/Build Firm. If the Design/Build Firm does not achieve Final Completion by the established Final Completion Contract Date, LDs will be assessed in the amount of $1,000.00 per calendar day, which will be paid to the City by the Design/Build Firm. LDs will be cumulative if both the Substantial Completion Contract Date and the Final Completion Contract Date are exceeded. All assessments of LDs to the Design/Build Firm may be adjustments to payments due to the Design/Build Firm. Location of Work: The project is located in the vicinity of the Miami Beach Convention Center, 1700 Convention Center Drive, Miami Beach, FL 33139. The pump station shall be located at 19th Street between Convention Center Drive and Meridian Avenue. RFP 2016-042-KB 35 APPENDIX D C:1 MIAM I BEACH Special Conditions RFP NO. 2016-042-KB DESIGN/BUILD SERVICES FOR STORMWATER PUMP STATION AT NORTHEAST CORNER OF CONVENTION CENTER DRIVE DEPARTMENT OF PROCUREMENT MANAGEMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 RFP 2016-042-KB 36 1.TERM OF CONTRACT. Not Applicable. 2. OPTIONS TO RENEW. Not Applicable. 3. PRICES. Not Applicable. 4. EXAMINATION OF FACILITIES. Not Applicable. 5. INDEMNIFICATION. Provider shall indemnify and hold harmless the City and its officers, employees, agents and instrumentalities from any and all liability, losses or damages, including attorneys'fees and costs of defense, which the City or its officers, employees, agents or instrumentalities may incur as a result of claims, demands, suits, causes of actions or proceedings of any kind or nature arising out of, relating to or resulting from the performance of this Agreement by the Provider or its employees, agents, servants, partners principals or subcontractors. Provider shall pay all claims and losses in connection therewith and shall investigate and defend all claims, suits or actions of any kind or nature in the name of the City, where applicable, including appellate proceedings, and shall pay all costs, judgments, and attorney's fees which may issue thereon. Provider expressly understands and agrees that any insurance protection required by this Agreement or otherwise provided by Provider shall in no way limit the responsibility to indemnify, keep and save harmless and defend the City or its officers, employees, agents and instrumentalities as herein provided. 6. PERFORMANCE BOND. Not Applicable. 7. REQUIRED CERTIFICATIONS. Not Applicable. 8. SHIPPING TERMS. Not Applicable. 9. DELIVERY REQUIREMENTS. Not Applicable. 10.WARRANTY REQUIREMENTS. Not Applicable. 11. BACKGROUND CHECKS. Not Applicable. 12. COMPETITIVE SPECIFICATIONS. It is the goal of the City to maximize competition for the project among suppliers & contractors. Consultant shall endeavor to prepare all documents, plans & specifications that are in accordance with this goal. Under no condition shall Consultant include means & methods or product specifications that are considered "sole source"or restricted without prior written approval of the City. 13. ADDITIONAL TERMS OR CONDITIONS. This RFP, including the attached Sample Contract, contains all the terms and conditions applicable.to any service being provided to the City resulting from award of contract. By virtue of submitting a proposal, consultant agrees not to require additional terms and conditions at the time services are requested, either through a separate agreement, work order, letter of engagement or purchase order. 14. PRECLUSION. Successful Proposer and sub-consultants contracted to provide architectural and engineering design services for a particular project are precluded from bidding/responding to the competitive solicitation for the design construction of the project. RFP 2016-042-KB 37 15. CHANGE OF PROJECT MANAGER.A change in the Consultant's project manager(as well as any replacement) shall be subject to the prior written approval of the City Manager or his designee (who in this case shall be an Assistant City Manager). Replacement (including reassignment) of an approved project manager or public information officer shall not be made without submitting a resume for the replacement staff person and receiving prior written approval of the City Manager or his designee (i.e. the City project manager). 16. SUB-CONSULTANTS. The Consultant shall not retain, add, or replace any sub-consultant without the prior written approval of the City Manager, in response to a written request from the Consultant stating the reasons for any proposed substitution. Any approval of a sub-consultant by the City Manager shall not in any way shift the responsibility for the quality and acceptability by the City of the services performed by the sub-consultant from the Consultant to the City. The quality of services and acceptability to the City of the services performed by sub-consultants shall be the sole responsibility of Consultant. 17. NEGOTIATIONS. Upon approval of selection by the City Commission, negotiations between the City and the selected Proposer (s) will take place to arrive at a mutually acceptable Agreement, including final scope of services, deliverables and cost of services. RFP 2016-042-KB 38 APPENDIX E MAMI BEACH Cost Tender Form SAMPLE ONLY ) Actual Cost Tender Form shall be provided to short-listed firms at the conclusion of Phase I Evaluation. RFP NO. 2016-042-KB DESIGN/BUILD SERVICES FOR STORMWATER PUMP STATION AT NORTHEAST CORNER OF CONVENTION CENTER DRIVE DEPARTMENT OF PROCUREMENT MANAGEMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 RFP 2016-042-KB 39 Section 1 —Certification The undersigned, as Proposer, hereby declares that the only persons interested in this proposal as principal are named herein and that no person other than herein mentioned has any interest in this proposal or in the Contract to be entered into; that this proposal is made without connection with any other person, firm, or parties making a proposal; and that it is, in all respects, made fairly and in good faith without collusion or fraud. The Proposer further declares that it has examined the site of the Work and informed itself fully of all conditions pertaining to the place where the Work is to be done;that it has examined the Contract Documents and all addenda thereto furnished before the opening of the proposals,as acknowledged below; and that it has satisfied itself about the Work to be performed;and all other required information with the proposal;and that this proposal is submitted voluntarily and willingly. The Proposer agrees, if this proposal is accepted,to contract with the City, a political subdivision of the State of Florida, pursuant to the terms and conditions of the Contract Documents and to furnish all necessary materials,equipment, machinery,tools, apparatus, means of transportation,and all labor necessary to construct and complete within the time limits specified the Work covered by the Contract Documents for the Project entitled: REQUEST FOR PROPOSALS(RFP)No.2016-042-KB DESIGN/BUILD SERVICES FOR STORMWATER PUMP STATION AT NORTHEAST CORNER OF CONVENTION CENTER DRIVE The Proposer also agrees to furnish the required Performance Bond and Payment Bond or alternative form of security,if permitted by the City,each for not less than the total proposal price plus alternates, if any, provided in the RFP Price Form in Section 00408 and to furnish the required Certificate(s)of Insurance. In the event of arithmetical errors between the division totals and the total base proposal in the RFP Price Form,the Proposer agrees that the total base proposal shall govern. In the event of a discrepancy between the numerical total base proposal and the written total base proposal,the written total base proposal shall govern. In absence of totals submitted for any division cost,the City shall interpret as no proposal for the division,which may disqualify the Proposer. Name of Proposers Authorized Representative: Title of Proposer's Authorized Representative: Signature of Proposer's Authorized Representative: Date: State of FLORIDA ) On this day of , 20_, personally appeared before me who stated that (s)he is the of , a corporation, and that the instrument was signed in behalf of the said corporation by authority of its board of directors and acknowledged said instrument to be its voluntary act and deed.Before me: Notary Public for the State of Florida My Commission Expires: RFP 2016-042-KB 40 Section 2—LUMP SUM PRICE-SAMPLE REQUEST FOR PROPOSALS(RFP) No.2016-042-KB DESIGN/BUILD SERVICES FOR STORMWATER PUMP STATION AT NORTHEAST CORNER OF CONVENTION CENTER DRIVEFURTHER BREAKDOWN OF LINE ITEMS INDICATED MAY BE PROVIDED AT THE DISCRETION OF THE PROPOSER Item Item Description 41mpi km,Price' No. 1 Professional Services 2 General Conditions 3 Pavement and Streetscape Construction 4 Water and Sewer Construction 5 Stormwater Collection and Disposal Facility Construction 6 Allowance: Permit Fees $50,000.00 7 Consideration for Indemnification of City $25.00 8 Cost for compliance to all Federal and State requirements $25.00 of the Trench Safety Act Grand Total (numerical value) ANY LETTERS,ATTACHMENTS,OR ADDITIONAL INFORMATION TO BE CONSIDERED PART OF THE PROPOSAL MUST BE SUBMITTED IN DUPLICATE. WRITTEN TOTAL: PROPOSER(Print): ADDRESS: CITY/STATE: ZIP: FEDERAL I.D.#: NAME/TITLE OF REPRESENTATIVE(Print): SIGNED: (I certify that I am authorized to execute this proposal and commit the proposing firm) RFP 2016-042-KB 41 APPENDIX F ._ MIAMI BEACH Insurance Requirements RFP N O. 2016-042-KB DESIGN/BUILD SERVICES FOR STORMWATER PUMP STATION AT NORTHEAST CORNER OF CONVENTION CENTER DRIVE DEPARTMENT OF PROCUREMENT MANAGEMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 RFP 2016-042-KB 42 INSURANCE REQUIREMENTS This document sets forth the minimum levels of insurance that the contractor is required to maintain throughout the term of the contract and any renewal periods. The provider shall furnish to Department of Procurement, City of Miami Beach, 1755 Meridian Avenue, 3rd Floor, Miami Beach, Florida 33139, Certificate(s) of Insurance which indicate that insurance coverage has been obtained which meets the requirements as outlined below: A. Worker's Compensation Insurance for all employees of the vendor as required by Florida Statute 440. B. Commercial General Liability on a comprehensive basis in an amount not less than $1,000,000 combined single limit per occurrence for bodily injury and property damage. City of Miami Beach must be shown as an additional insured with respect to this coverage. C. Automobile Liability Insurance covering all owned, non-owned and hired vehicles used in connection with the work, in an amount not less than $1,000,000 combined single limit per occurrence for bodily injury and property damage. D. Professional Liability Insurance in an amount not less than$2,000,000 with the deductible per claim, if any, not to exceed 10%of the limit of liability. E. Installation Floater Insurance including coverage for material& equipment to be installed during the course of this project. City of Miami Beach shall be included as a Named Insured on this policy, as its insurable interest may appear. This policy shall remain in force until acceptance of the project by the City. A waiver of subrogation in favor of the City must be included for the policies required above. The insurance coverage required shall include those classifications, as listed in standard liability insurance manuals, which most nearly reflect the operations of the vendor. All insurance policies required above shall be issued by companies authorized to do business under the laws of the State of Florida,with the following qualifications: The company must be rated no less than "B+" as to management, and no less than "Class V" as to financial strength, by the latest edition of Best's Insurance Guide, published by A.M. Best Company, Oldwick, New Jersey,or its equivalent,subject to the approval of the City Risk Management Division. or The company must hold a valid Florida Certificate of Authority as shown in the latest "List of All Insurance Companies Authorized or Approved to Do Business in Florida" issued by the State of Florida Department of Insurance and are members of the Florida Guaranty Fund. Certificates will indicate no modification or change in insurance shall be made without thirty (30) days in advance notice to the certificate holder. CERTIFICATE HOLDER MUST READ: CITY OF MIAMI BEACH 1755 MERIDIAN AVENUE 3rd FLOOR MIAMI BEACH, FL 33139 Compliance with the foregoing requirements shall not relieve the vendor of his liability and obligation under this section or under any other section of this agreement. The City of Miami Beach is self-insured. Any and all claim payments made from self-insurance are subject to the limits and provisions of Florida Statute 768.28,the Florida Constitution,and any other applicable Statutes. RFP 2016-042-KB 43 • ATTACHMENT C CONSULTANTS RESPONSE TO THE (RFP) • • • • COVER LETTER NAME OF PROPOSER: David Mancini and Sons, Inc. ADDRESS OF SUBMITTING PROPOSER: 1210 Washington Avenue, Suite 250 Miami Beach, Florida 33139 EMAIL ADDRESS OF SUBMITTING PROPOSER: dmancini@dmsi.co PHONE NUMBER AND FACSIMILE NUMBER FOR SUBMITTING PROPOSER: PHONE : (305)532-8827 FAX: (305)532-8835 FEDERAL TAX IDENTIFICATION FOR SUBMITTING PROPOSER: FEIN # 27-3716806 DECLARATION REGARDING COMPANY ORGANIZATION: DMSI is a Florida Corporation SIGNAT E OF OFFICER OF THE SUBMITTING PROPOSER: /4/(')-(7- PRINTED NAME OF THE AUTHORIZED SIGNED OFFICER: DAVID A. MANCINI TITLE OF THE AUTHORIZED SIGNING OFFICER: President DATE OF SIGNATURE February 4th, 2016 � -. r7 DAVID MANCINI _�' , & SONS, INC. TABLE OF CO NTE NTS TAB 1 COVER LETTER & MINIMUM QUALIFICATIONS REQUIREMENTS 1.1 Cover Letter and Table of Contents. 1.2 Response Certification,Questionnaire &Requirements Affidavit(Appendix A). 1.3 Minimum Qualifications Requirements. TAB 2 PROJECT TEAM 2.1 Organizational Chart 2.2 Key Personnel 2.3 Resumes 2.4 Evidence of Prior Working Experience. 2.5 Other TAB 3 DESIGN/BUILD FIRM (PRIME PROPOSER] EXPERIENCE & QUALIFICATIONS 3.1 Company Information 3.2 Company's List of Similar/Relevant Experience and Qualifications.Sections 3.2/3.3 3.4 Safety Record 3.5 Dun &Bradstreet Supplier Qualifier Report 3.6 Insurance 3.7 Minority/Women-owned Business Enterprise or Small/Disadvantaged Business Enterprise(S/DBE) N/A TAB 4 LEAD DESIGNER EXPERIENCE & QUALIFICATIONS 4.1 Company Information 4.2 Company's List of Similar/ Relevant Experience and Qualifications.Sections 4.2/4.4 4.3 Florida Registration APPENDIX A MAMIBEACH Proposal Certification , Questionnaire & Requirements Affidavit RFP NO. 2016-042-KB DESIGN/BUILD SERVICES FOR STORMWATER PUMP STATION AT NORTHEAST CORNER OF CONVENTION CENTER DRIVE DEPARTMENT OF PROCUREMENT MANAGEMENT 1755 Meridian Avenue , 3rd Floor Miami Beach, Florida 33139 RFP 2016-042-KB 23 Solicitation No: Solicitation Title: 2016-042-KB DESIGN/BUILD SERVICES FOR STORMWATER PUMP STATION AT NORTHEAST CORNER OF CONVENTION CENTER DRIVE Procurement Contact: Tel: Email: KRISTY BADA 305-673-7490 KRISTYBADA @MIAMIBEACHFL.GOV PROPOSAL CERTIFICATION, QUESTIONNAIRE & REQUIREMENTS AFFIDAVIT Purpose: The purpose of this Proposal Certification, Questionnaire and Requirements Affidavit Form is to inform prospective Proposers of certain solicitation and contractual requirements, and to collect necessary information from Proposers in order that certain portions of responsiveness, responsibility and other determining factors and compliance with requirements may be evaluated . This Proposal Certification, Questionnaire and Requirements Affidavit Form is a REQUIRED FORM that must be submitted fully completed and executed. 1. General Proposer Information. FIRM NAME: DAVID MANCINI&SONS,iNC. No of Years in Business: 5.2 YEARS No of Years in Business Locally: 30 YEARS OTHER NAME(S)PROPOSER HAS OPERATED UNDER IN THE LAST 10 YEARS: RIC-MAN INTERNATIONAL FIRM PRIMARY ADDRESS(HEADQUARTERS): 1210 WASHINGTON AVE#250 CITY: MIAMI BEACH STATE: FLORIDA ZIP CODE: 33139 TELEPHONE NO.: 305-532-8827 TOLL FREE NO.: FAX NO.: 305-532-8825 FIRM LOCAL ADDRESS: 1210 WASHINGTON AVE#250 CITY: MIAMI BEACH STATE: FLORIDA ZIP CODE: 33139 PRIMARY ACCOUNT REPRESENTATIVE FOR THIS ENGAGEMENT: DAVID MANCINI ACCOUNT REP TELEPHONE NO.: 305-532-8827 ACCOUNT REP TOLL FREE NO.: ACCOUNT REP EMAIL: dmancini@dmsi.co FEDERAL TAX IDENTIFICATION NO.: 27-3716806 The City reserves the right to seek additional information from Proposer or other source(s), including but not limited to:any firm or principal information, applicable licensure, resumes of relevant individuals, client information,financial information,or any information the City deems necessary to evaluate the capacity of the Proposer to perform in accordance with contract requirements. RFP 2016-042-KB 24 1. Veteran Owned Business.Is Pro oser claiming a veteran owned business status? YES X NO SUBMITTAL REQUIREMENT: Proposers claiming veteran owned business status shall submit a documentation proving that firm is certified as a veteran-owned business or a service-disabled veteran owned business by the State of Florida or United States federal government,as required pursuant to ordinance 2011-3748. 2. Conflict Of Interest.All Proposers must disclose,in their Proposal,the name(s)of any officer,director,agent,or immediate family member (spouse, parent, sibling, and child) who is also an employee of the City of Miami Beach. Further, all Proposers must disclose the name of any City employee who owns, either directly or indirectly, an interest of ten (10%) percent or more in the Proposer entity or any of its affiliates. SUBMITTAL REQUIREMENT: Proposers must disclose the name(s) of any officer, director, agent, or immediate family member (spouse,parent,sibling,and child)who is also an employee of the City of Miami Beach. Proposers must also disclose the name of any City employee who owns,either directly or indirectly,an interest of ten(10%)percent or more in the Proposer entity or any of its affiliates 3. References&Past Performance.Proposer shall submit at least three(3)references for whom the Proposer has completed work similar in size and nature as the work referenced in solicitation. SUBMITTAL REQUIREMENT: For each reference submitted, the following information is required: 1) Firm Name, 2) Contact Individual Name&Title,3)Address,4)Telephone,5)Contact's Email and 6)Narrative on Scope of Services Provided. 4. Suspension,Debarment or Contract Cancellation.Has Proposer ever been debarred,suspended or other legal violation,or had a contract cancelled due to non- erformance by an 'ublic sector agency? YES X NO SUBMITTAL REQUIREMENT: If answer to above is "YES," Proposer shall submit a statement detailing the reasons that led to action(s). 5. Vendor Campaign Contributions. Proposers are expected to be or become familiar with, the City's Campaign Finance Reform laws, as codified in Sections 2-487 through 2-490 of the City Code. Proposers shall be solely responsible for ensuring that all applicable provisions of the City's Campaign Finance Reform laws are complied with,and shall be subject to any and all sanctions, as prescribed therein,including disqualification of their Proposals,in the event of such non-compliance. SUBMITTAL REQUIREMENT: Submit the names of all individuals or entities (including your sub-consultants) with a controlling financial interest as defined in solicitation. For each individual or entity with a controlling financial interest indicate whether or not each individual or entity has contributed to the campaign either directly or indirectly, of a candidate who has been elected to the office of Mayor or City Commissioner for the City of Miami Beach. 6. Code of Business Ethics. Pursuant to City Resolution No.2000-23879, each person or entity that seeks to do business with the City shall adopt a Code of Business Ethics("Code")and submit that Code to the Department of Procurement Management with its proposal/response or within five (5)days upon receipt of request. The Code shall,at a minimum, require the Proposer,to comply with all applicable governmental rules and regulations including, among others, the conflict of interest, lobbying and ethics provision of the City of Miami Beach and Miami Dade County. SUBMITTAL REQUIREMENT: Proposer shall submit firm's Code of Business Ethics. In lieu of submitting Code of Business Ethics,Proposer may submit a statement indicating that it will adopt,as required in the ordinance,the City of Miami Beach Code of Ethics,available at www.miamibeachfl.gov/procurementi. RFP 2016-042-KB 25 7. Living Wage. Pursuant to Section 2-408 of the Miami Beach City Code, as same may be amended from time to time, Proposers • shall be required to pay all employees who provide services pursuant to this Agreement,the hourly living wage rates listed below: • Commencing with City fiscal year 2012-13(October 1,2012),the hourly living rate will be$11.28/hr with health benefits,and$12.92/hr without benefits. The living wage rate and health care benefits rate may, by Resolution of the City Commission be indexed annually for inflation using the Consumer Price Index for all Urban Consumers(CPI-U)Miami/Ft. Lauderdale, issued by the U.S.Department of Labor's Bureau of Labor Statistics. Notwithstanding the preceding,no annual index shall exceed three percent(3%).The City may also,by resolution,elect not to index the living wage rate in any particular year, if it determines it would not be fiscally sound to implement same(in a particular year). Proposers'failure to comply with this provision shall be deemed a material breach under this proposal, under which the City may, at its sole option, immediately deem said Proposer as non-responsive, and may further subject Proposer to additional penalties and fines, as provided in the City's Living Wage Ordinance, as amended. Further information on the Living Wage requirement is available at www.miamibeachfl.gov/procurement/. SUBMITTAL REQUIREMENT: No additional submittal is required. By virtue of executing this affidavit document, Proposer agrees to the living wage requirement. 8. Equal Benefits for Employees with Spouses and Employees with Domestic Partners.When awarding competitively solicited contracts valued at over$100,000 whose contractors maintain 51 or more full time employees on their payrolls during 20 or more calendar work weeks, the Equal Benefits for Domestic Partners Ordinance 2005-3494 requires certain contractors doing business with the City of Miami Beach, who are awarded a contract pursuant to competitive proposals, to provide"Equal Benefits"to their employees with domestic partners, as they provide to employees with spouses. The Ordinance applies to all employees of a Contractor who work within the City limits of the City of Miami Beach, Florida;and the Contractor's employees located in the United States, but outside of the City of Miami Beach limits, who are directly performing work on the contract within the City of Miami Beach. A. Does your company provide or offer access to any benefits to employees with spouses or to spouses of employees? x YES NO B. Does your company provide or offer access to any benefits to employees with(same or opposite sex)domestic partners*or to domestic partners of employees? x YES NO C. Please check all benefits that apply to your answers above and list in the "other" section any additional benefits not already specified. Note: some benefits are provided to employees because they have a spouse or domestic partner, such as bereavement leave; other benefits are provided directly to the spouse or domestic partner, such as medical insurance. BENEFIT Firm Provides for Firm Provides for Firm does not Employees with Employees with Provide Benefit Spouses Domestic Partners Health x x Sick Leave x X Family Medical Leave x x Bereavement Leave x x If Proposer cannot offer a benefit to domestic partners because of reasons outside your control, (e.gl., there are no insurance providers in your area willing to offer domestic partner coverage) you may be eligible for Reasonable Measures compliance. To comply on this basis, you must agree to pay a cash equivalent and submit a completed Reasonable Measures Application (attached)with all necessary documentation.Your Reasonable Measures Application will be reviewed for consideration by the City Manager, or his designee. Approval is not guaranteed and the City Manager's decision is final. Further information on the Equal Benefits requirement is available at www.miamibeachfl.gov/procurementl. • RFP 2016-042-KB 26 9. Public Entity Crimes.Section 287.133(2)(a),Florida Statutes,as currently enacted or as amended from time to time,states that a person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a proposal, proposal, or reply on a contract to provide any goods or services to a public entity; may not submit a proposal, proposal,or reply on a contract with a public entity for the construction or repair of a public building or public work;may not submit proposals, proposals,or replies on leases of real property to a public entity;may not be awarded or perform work as a contractor, supplier,subcontractor,or consultant under a contract with any public entity;and may not transact business with any public entity in excess of the threshold amount provided in s. 287.017 for CATEGORY TWO for a period of 36 months following the date of being placed on the convicted vendor list. SUBMITTAL REQUIREMENT:No additional submittal is required.By virtue of executing this affidavit document,Proposer agrees with the requirements of Section 287.133,Florida Statutes,and certifies it has not been placed on convicted vendor list. 10. Acknowledgement of Addendum. After issuance of solicitation,the City may release one or more addendum to the solicitation which may provide additional information to Proposers or alter solicitation requirements. The City will strive to reach every Proposer having received solicitation through the City's e-procurement system, PublicPurchase.com. However, Proposers are solely responsible for assuring they have received any and all addendum issued pursuant to solicitation.This Acknowledgement of Addendum section certifies that the Proposer has received all addendum released by the City pursuant to this solicitation. Failure to obtain and acknowledge receipt of all addendum may result in proposal disqualification. Initial to Confirm Initial to Confirm Initial to Confirm ReceOt Receipt Receipt Addendum 1 Addendum 6 Addendum 11 Addendum 2 Addendum 7 Addendum 12 Addendum 3 Addendum 8 Addendum 13 Addendum 4 Addendum 9 Addendum 14 Addendum 5 Addendum 10 Addendum 15 If additional confirmation of addendum is required,submit under separate cover. RFP 2016-042-KB 27 DISCLOSURE AND DISCLAIMER SECTION The solicitation referenced herein is being furnished to the recipient by the City of Miami Beach (the"City")for the recipient's convenience. Any action taken by the City in response to Proposals made pursuant to this solicitation, or in making any award, or in failing or refusing to make any award pursuant to such Proposals, or in cancelling awards, or in withdrawing or cancelling this solicitation, either before or after issuance of an award,shall be without any liability or obligation on the part of the City. In its sole discretion, the City may withdraw the solicitation either before or after receiving proposals, may accept or reject proposals, and may accept proposals which deviate from the solicitation,as it deems appropriate and in its best interest. In its sole discretion,the City may determine the qualifications and acceptability of any party or parties submitting Proposals in response to this solicitation. Following submission of a Bid or Proposal, the applicant agrees to deliver such further details, information and assurances, including financial and disclosure data, relating to the Proposal and the applicant including, without limitation, the applicant's affiliates, officers, directors,shareholders, partners and employees,as requested by the City in its discretion. The information contained herein is provided solely for the convenience of prospective Proposers. It is the responsibility of the recipient to assure itself that information contained herein is accurate and complete.The City does not provide any assurances as to the accuracy of any information in this solicitation. Any reliance on these contents,or on any permitted communications with City officials,shall be at the recipient's own risk. Proposers should rely exclusively on their own investigations,interpretations, and analyses. The solicitation is being provided by the City without any warranty or representation,express or implied, as to its content, its accuracy,or its completeness. No warranty or representation is made by the City or its agents that any Proposal conforming to these requirements will be selected for consideration,negotiation,or approval. The City shall have no obligation or liability with respect to this solicitation,the selection and the award process,or whether any award will be made.Any recipient of this solicitation who responds hereto fully acknowledges all the provisions of this Disclosure and Disclaimer,is totally relying on this Disclosure and Disclaimer,and agrees to be bound by the terms hereof.Any Proposals submitted to the City pursuant to this solicitation are submitted at the sole risk and responsibility of the party submitting such Proposal. This solicitation is made subject to correction of errors, omissions,or withdrawal from the market without notice. Information is for guidance only,and does not constitute all or any part of an agreement. The City and all Proposers will be bound only as, if and when a Proposal (or Proposals), as same may be modified, and the applicable definitive agreements pertaining thereto, are approved and executed by the parties, and then only pursuant to the terms of the definitive agreements executed among the parties.Any response to this solicitation may be accepted or rejected by the City for any reason,or for no reason,without any resultant liability to the City. The City is governed by the Government-in-the-Sunshine Law,and all Proposals and supporting documents shall be subject to disclosure as required by such law. All Proposals shall be submitted in sealed proposal form and shall remain confidential to the extent permitted by Florida Statutes, until the date and time selected for opening the responses.At that time, all documents received by the City shall become public records. Proposers are expected to make all disclosures and declarations as requested in this solicitation. By submission of a Proposal,the Proposer acknowledges and agrees that the City has the right to make any inquiry or investigation it deems appropriate to substantiate or supplement information contained in the Proposal,and authorizes the release to the City of any and all information sought in such inquiry or investigation. Each Proposer certifies that the information contained in the Proposal is true, accurate and complete, to the best of its knowledge, information,and belief. Notwithstanding the foregoing or anything contained in the solicitation,all Proposers agree that in the event of a final unappealable judgment by a court of competent jurisdiction which imposes on the City any liability arising out of this solicitation, or any response thereto, or any action or inaction by the City with respect thereto, such liability shall be limited to$10,000.00 as agreed-upon and liquidated damages.The previous sentence, however, shall not be construed to circumvent any of the other provisions of this Disclosure and Disclaimer which imposes no liability on the City. In the event of any differences in language between this Disclosure and Disclaimer and the balance of the solicitation, it is understood that the provisions of this Disclosure and Disclaimer shall always govern. The solicitation and any disputes arising from the solicitation shall be governed by and construed in accordance with the laws of the State of Florida. RFP 2016-042-KB 28 PROPOSER CERTIFICATION I hereby certify that: I, as an authorized agent of the Proposer, am submitting the following information as my firm's proposal; Proposer agrees to complete and unconditional acceptance of the terms and conditions of this document, inclusive of this solicitation, all attachments, exhibits and appendices and the contents of any Addenda released hereto, and the Disclosure and Disclaimer Statement; Proposer agrees to be bound to any and all specifications, terms and conditions contained in the solicitation, and any released Addenda and understand that the following are requirements of this solicitation and failure to comply will result in disqualification of proposal submitted; Proposer has not divulged, discussed,or compared the proposal with other Proposers and has not colluded with any other Proposer or party to any other proposal; Proposer acknowledges that all information contained herein is part of the public domain as defined by the State of Florida Sunshine and Public Records Laws; all responses, data and information contained in this proposal, inclusive of the Proposal Certification,Questionnaire and Requirements Affidavit are true and accurate. Name of Proposer's Authorized Representative: Title of Proposer's Authorized Representative: DAVID MANCINI PRESIDENT Signature of '.•. s Authorized Representative: Date: `/ z1%\7Et-,.. State of FLORIDA ) On this ` day of ?b ,Acci.personally appeared before me who County of r-1 t 11%1"-k 'Z _ stated that (s)he is the of , a corporation, and that the i trufrlent wassigned in behalf of the said corporation by authority of its board of directors an acknewledg;d' a• in taiment to be its voluntary i A . 'Ric, Notary P.. ltc State of Florida 0 Giset Fernandez Abela ° My Commission FF 021868 ►,,,M1d� Expires 07/23/2017 Ni •t Public for imitate of Florida . - - '.• •mmission Expires: RFP 2016-042-KB 29 C) & G.J ai O' 0 - 0 0. „ CD (1°1 ,_ ,n 0 C, LICENSES'S. c,_ a(7) 0 n ,.., - CERTIFICATION& d ,,,, ? 0 6) 0 FT D CD ---/' /f( DAVID MANCINI & SONS, INC. \I-1----2, \ • DAVID MANCINI & SONS, INC. C 1 k C.''' 1 ( . r .. ( ,. 1, . . LICENSES AND CERTIFICATIONS Ikl STATE CHARTER State of Florida Department of State I certify from the records of this office that DAVID MANCINI& SONS, INC. is a corporation organized under the laws of the State of Florida, filed on October 20,2010, effective October 20,2010. The document number of this corporation is P10000086044. I further certify that said corporation has paid all fees due this office through December 31, 2016,that its most recent annual reportluniform business report was filed on January 26,2016, and that its status is active. I further certify that said corporation has not filed Articles of Dissolution. Given ander nay hand and the Great Seal ofthe State of Florida at Tallahassee,the Capital,this the Twenty-sixth day ofJanuary, 2016 mss;b. VAS% 04JA 4' Secretary of State Tracking Number:CC8062675587 To authenticate this certlficate,visit the following site,enter this number,and then follow the instructions displayed. baps://services.sunbla.org/FllhtgsfCertlficateOiStatus/Certif icateAuthentkation . im ., �-�- LICENSES AND CERTIFICATIONS FDOT CERTIFICATION Centennial FDOT I9►S*7015 Florida Department of Transportation RICK SCOTT 605 Suwannee Street JIM ROXOLD GOVERNOR Tallahassee,FL 32399-0450 SECRETARY June 1, 2015 DAVID MANCINI 6 SONS, INC. 1939 NW 40TH CT POMPANO BEACH FL 33064 RE: CERTIFICATE OF QUALIFICATION Dear Sir/Madam: The Department of Transportation has qualified your company for the type of work indicated below. Unless your company is notified otherwise, this Certificate of Qualification will expire 6/30/2016. However, the new application is due 4/30/2016. In accordance with 5.337.14 (1) F.S. your next application must be filed within (4) months of the ending date of the applicant's audited annual financial atataments and,if applicable, the audited interim financial statements. Section 337.14 (4) F.S. provides that your certificate will be valid for 18 months after your financial statement date. This gives a two month period to allow you to bid on jobs as we process your new application for qualification. To remain qualified with the Department, a new application must be submitted subsequent to any significant change in the financial position or the structure of your firm as described in Section 14-22.005(3), Florida Administrative Code. Your company's maximum capacity rating has been established based on X Audited Reviewed financial statements. To access it, please log into the Contractor Prequalification Application:System via the following link: https://ww3.dot.state.fl.us/ContractorPrequalification/ Once logged in, select "View" for the most recently approved application, and then click the "Manage" and "Application Summary" tabs. FDOT APPROVED WORE CLASSES: DRAINAGE, FLEXIBLE PAVING, GRADING, GRASSING, SEEDING AND SODDING, MINOR BRIDGES FOOT APPROVED SPECIALITY CLASSES OF WORE: UNDERGROUND UTILITY (WATER 6 SEWER), PUMPS STATIONS AND DIRECTIONAL DRILLING You may apply, in writing, for a Revised Certificate of Qualification at any time prier to the expiration date of this certificate according to Section 14-22.0041(3), Florida Administrative Code. Please be advised if certification in additional classes of work is desired, documentation is needed to show that your company has done such work with your own forces and equipment or that experience was gained with another contractor and that you have the necessary equipment for each additional class of work requested. Sincerely, •-••""4/111 Alan Autry, Manage Contracts Admini r tion Office AA:cj www.dot.state.fl.us I/ SA 4- LICENSES AND CERTIFICATIONS MIAMI-DADE COUNTY CERTIFICATION Miami-Dade County tflain�®-p__ Internal Services Department t tment Statement of Technical Certification Categories Firm: DAVID MANCINI&SONS INC 1210 Washington Avent.e Suite 250 Miami Beach,FL 33139 CATEGORY APPROVAL EXPIRATION 112 CATEGORY DESCRIPTION DATE. DATE 6.01 WATER AND SANITARY SEWER SYSTEMS-WATER DISTRIBUTION AND 314/2015 3/31/2017 SANITARY SEWAGE COLLECTION AND TRANSMISSION SYSTEMS 16.0E GENERAL CIVIL CNGINECR'NG 3/4/2015 3/31/2017 17.00 ENGINEERING CONSTRUCTION MANAGEMENT 314/2015 3/31/2017 I - /ofriict P.c.)-- -/-ey Lana Moorey,P.E,Chairperson Technical Cerf fication Committee . 1 ' "'' LICENSES AND CERTIFICATIONS I4•,4 .._. ,)PROFESSIONAL LICENSES RICK SCOTT,GOVERNOR KEN LAWSON.SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION V r,. CONSTRUCTION INDUSTRY LICENSING BOARD ;t j:y ... • T • LICENSE NUMBER .., .f CUC044220 `•, t' A• r- .:j The UNDERGROUND UTILITY 8 EXCAVATION CO ----s.. ..- Named below IS CERTIFIED C✓ Under the provisions of Chapter 489 FS. Expiration date: AUG 31,2016 " «+- '. ❑ MANCINI,DAVID A ..�-«"". `<. , ❑, •DAVIDMANCINI8SONS,-ANC. t- . o� ii7i' r-G• 1939 NW 4o CT r''` ``^��-�,�, , *:-: POMPANO BEACH'.�^FLT v �+���'' + oa ISSUED: 07/0812014 DISPLAY AS REQUIRED BY LAW SEQ0 L1407060000593 LICENSES AND CERTIFICATIONS ,-, .-. ,•1,12-,p_.-.-T.- ; OCCUPATIONAL LICENSES , .. - Local Business Tax Receipt I •. rilp ,, ,, .7 r i 'Miami—Dade County, State of Florida --THeS KS NOT A Ott -00 NOT PAY •6748702 SSLIEWIRS8 NAPAWLOCATSCEN RECRUIT NO. IA ,. EXPIRES . .: DAVID MANON1&SONS INC RENEWAL SEPTEMBER 30,2016. 1210 WASHINGTON AVE 250 7437899 Wm be displayed as place el lossinasi ' ACM 13E.ACr1 i'L 33139 Panwarn w Cca.auy Cede • Chapter CA.An.0 5.10 ,-----.1 ..." : ,-- ' ,, --, ., SRC.TYPO OP 0 LtIRPOISLY- e OWNER , -I I I • ' PAYEAEPSRacemlo DAVID JAANONI 8 SONS INC . ' )95 SPECIALTY ENGINEERING. 1 •.=-CUCII44220 ,,.-- --,..... CCNTRACT)„..Ew TA-11 COLLECTOR Workir(S) is i , , , ,sisacto 09/24/2015 ' ../ -,, \ P COEOITCARD-15-048897 .. . / / i 1 ! i i -L2 1 '1---------1 1 q I ., , / TH.ile'd Sedates Yaa Racript way damn papaw*al der LacilEosimisO Tu.TIN Rasa*is aal a Wen& ; l pansia.es•Irwallsalasi 01 the leldailledincatiare.coda Paclaws.Hadar oastmemply wite am parwastal ■ ..araeserwar:aswas1 swampy Is.?wd rawdreamera which apply Ps du kedneo. 'The RECEIPT NO.abwa lin't Pa dlipal*a all Paria33welal rWricl'as.Walel.Lhela Cob Sae ta-271 per am leionnalanslaki kreAvEdgebsturgisSulpftsztt .•: ,''.•: r— _ --- --—— ---------—-- ------- --—.--, . 1 . 1700 CaniontWn Cantu Ortio Miami Beam Flor■ea 33139-1819 TROD ,,,...,; ,AVID MANCINI SONS IN ,,!: -, II-. 4G38 ' lN '...le I",-•I ii,,,,,,ID MANCINI I 1 . io . = A paror .WM.1 lor MA,to 1.wp or,Swim=Tam Retard TRADE ADDRESS:1210 WASHINGTON AVE.STE 250 ■ wrilawd m-exicoaray Alp,rtaca of DAVAO. - coos Cani.liatit el Use■OecoperSan 1 A cor-icata 04 boo I EA,..*ps,Tar Raaalw Owed%racy Ws sl•-a OlICIIIO C09.47RUCISON CONSULTANT Was rol 00002 00 uorwieca 1000 011 lame.does mt.0175a Citi . normal 01 a wese.Wr bail.,AlitAly we Wes ow ausys.toe . I Dane.am ea 00100 0000 apellostla w aw 00e11ea0 Dininsu. • . , This Saawil oat aa b A 4:CIIIXI A.wan.,10111ye es a eswase,S0.00100000 a escrtraIn annuli xrplAnt A due B.To another lecabon ARAIn IV 0.,f dower aftAIA,11 OM PA . Rearws are scram onts e ve mei%Want re.Swat._ 1 . 50156.01031 1100001021111 I CERTIFICATE OF USE .00 , , SOLIAAE FOOTAGE lam c_u•OF UNITS 1130 Cense Came FF 1 ' SIOTORis Leos:arm . i . ' I , . . I ' I ' FROM: CITY OF MIAMI BEACH PRF_SORTED i 1700 CONVENTION CENTER DRIVE 111157 0.555 MIAMI BEACH,FL 33139-1819 u s.POSTAG8 PAID i Wan 8E001.Fl. PERSaT IN 0520 I I • , , I ' . 0.11010 MANCINI 8 SONS,INC. 1210 WASHINGTON AVE,STE 250 MIAMI BEACH.Ft.33139-4657 he1111.11neollt.11■1■1■11111sIslluslohluollohil i G u 0 0 �, g a. © �,� MINIMUM CONTRACTOR °c> 0 �� a „o o� „ QUALIFICATION SREQUIREMEENT AS PER APPENDIX C, SECTIONt1 6) 0`� jam c) ' (:,;n _ 1 ilv (.) -- k\ y i DAVID MANCINI & SONS, INC. '\I hi 1 DAVID MANCINI Si. SONS, INC. . _ I- ( ,, ,, C c C.: ‘ (i- , . c , . 1 (f . C C C2.: r I C lz c "\: C C,, L • CITY OF MIAMI BFACHAFP NO.2015042-KB DESIGN/BUILD SERVICES FOR STORMWATER PUMP STATION AT II • - .,` ' NORTHEAST CORNER OF CONVENTION CENTER DRIVE Y,,a, • • • �+► MINIMUM CONTRACTOR (DMSI) QUAUFICATIONS REQUIREMENTS AS PER APPENDIX C, SECTION Cl BISCAYNE POINT NEIGHBORHOOD ROW IMPROVEMENT PROJECT - MIAMI BEACH, FL CLIENT NAME City of Miami Beach ;OWNER'S REPRESENTATIVE FIRM ROLE Design Build Firm—Contractor Bruce Mowry, P.E. PROJECT DURATION September 2011/April 2014 CIP Office, 1700 Convention Center PROJECT STAFF Fabio Angarita/Nelson Liberti Dr. Miami Beach, Florida Phone No.: (786) 759-8941 CONSTRUCTION VALUE $17,000,000.00 email: bmowry@miamibeachfl.gov This Design-Build Neighborhood Improvement Project included the installation of over 24,000 LF of 8"to 16"DIP Water Main,and a Drainage System consisting of over 8,500 LF of drainage col- SCOPE OF WORK lection from 18"to 48"Diameter,(1)Storm Water pump station,over 1,000 LF of 24"PVC Drainage Force main and 10 drainage wells.The project also included streetscape, landscape ALTON ROAD FROM 5TH TO MICHIGAN, CITY OF MIAMI BEACH, FL CLIENT NAME City of Miami Beach OWNER'S REPRESENTATIVE FIRM ROLE Underground Contractor Enrique Tamayo, P.E. PROJECT DURATION April 2013/December 2015 CIP Office, 1700 Convention Center Dr. Miami Beach, Florida Phone No.: PROJECT STAFF Christopher Lazzari/Nelson Liberti (786)999-9671 CONSTRUCTION VALUE $12,500,000 email: enriquet @tamayoengineering.com Project included construction of approximately 15,000 LF of water main ranging in sizes from 6"-20"; Storm Sewer ranging in sizes of 12" to 72"; (3) Storm Water pump stations located at 14th street, 10th street and 6th streets along Alton Road in Miami Beach, includ- SCOPE OF WORK ing but not limited to defender box, wet well, valve vault, dissipator box, grate box and all miscellaneous piping, 36" Storm Water force main, removal of contaminated material; res- toration of FDOT roadway; Outfall connection to Biscayne Bay; box culverts and multiple deep excavations exceeding 20' in depth. The (3) storm water pump stations were design build for the FDOT Respond to Request for Information (RFI's) CITY OF MIAMI BEACH PUMP STATION AT 14TH & 10TH STREET, CITY OF MIAMI BEACH, FL CLIENT NAME City of Miami Beach OWNER'S REPRESENTATIVE FIRM ROLE Contractor Brian Landis PROJECT DURATION August 2015/October 2015 6941 SW 196th Avenue Ft. Lauderdale, Florida 33332 PROJECT STAFF David Mancini/Nelson Liberti Phone No.: (954) 218-7875 CONSTRUCTION VALUE $1,600,000 email: blandis @bergeroninc.com This Design-Build Project included the installation of(2) Storm Water Pump Stations at the street end of 14th & 10th street along Biscayne Bay. Projects included the installation of wet SCOPE OF WORK well approximately 25' in depth, drainage defender box, grate box, valve vault, dissipator box and all miscellaneous piping. Installation was performed in a tight corridor at the street end of 14th & 10th Street along Biscayne Bay. DAVID MANCINI AND SONS,INC. 1 • CITY OF MIAMI BEA0+R'P NO.2018-042 KB efiA DESIGN/BUILD SERVICES FOR STORMWATER PUMP STATION AT 1 D WID AL\NCINI NORTHEAST CORNER OF CONVENTION CENTER DRIVE s . 1 I . MINIMUM CONTRACTOR (DMSI) QUALIFICATIONS REQUIREMENTS AS PER APPENDIX C, SECTION Cl CRESPI BLVD. PUMP STATION, CITY OF MIAMI BEACH, FL CLIENT NAME City of Miami Beach ;OWNER'S REPRESENTATIVE FIRM ROLE Design Build Firm—Contractor Bruce Mowry, P.E. PROJECT DURATION December 2014/October 2015 CIP Office, 1700 Convention Center PROJECT STAFF Fabio Angarita/Nelson Liberti Dr. Miami Beach, Florida Phone No.: (786) 759-8941 CONSTRUCTION VALUE $3,872,516 email: bmowry@miamibeachfl.gov This Design Build Project included the Installation of Water Main and Storm Sewer System • along Crespi Blvd between 85TH street and 79TH Street.The project also includes the instal- SCOPE OF WORK lations of over 2500 LF of Water Main, over 2800 LF of Storm Sewer collection system, In- stallations of pollution Control Structure, Installation of(1)Storm Sewer Pump Station, con- struction of seawall and landscaping along a residential neighborhood. NAUTILUS NEIGHBORHOOD ROW IMPROVEMENT PROJECT, (DMSI FORCES) CLIENT NAME City of Miami Beach OWNER'S REPRESENTATIVE FIRM ROLE Design Build Firm/Contractor Mike Alvarez PROJECT DURATION February 2007/August 2008 CIP Office, 1700 Convention Center Dr. Miami Beach, Florida Phone No.: PROJECT STAFF David Mancini, Nelson Liberti (786) 367-6109 CONSTRUCTION VALUE $35,000,000 email: malvarez @miamibeachfl.gov This Design-Build Neighborhood Improvement Project included the installation of over 37,000 LF of 8" DIP Water Main, and a Drainage System consisting of over 17,000 LF of drainage collection from 18" to 66" Diameter, (6) Storm Water pump stations, over SCOPE OF WORK 5,000 LF of 24" PVC Drainage Force main and 46 drainage wells in this residential neighborhood. SWEETWATER STORM WATER IMPROVEMENTS PHASE IIB (NORTH AND SOUTH) CLIENT NAME City of Sweetwater ;OWNER'S REPRESENTATIVE FIRM ROLE Contractor Steve Smith, P.E. PROJECT DURATION June 2014/August 2015 1000 W. McNab Rd.#114 PROJECT STAFF Fabio Angarita/Nelson Liberti Pompano Beach, Florida Phone No.: (954)815-4111 CONSTRUCTION VALUE $6,000,000 email:ssmith @craigasmith.com Installation of about 6000 LF of storm sewer collection system, (2) Storm Water pump sta- tions with capacity of 5500 GPM along a residential neighborhood. Including but not limited SCOPE OF WORK to road reconstruction,curb&gutter, outfall connections and electrical. DAVID MA'.ICINI AND SONS,INC. 2 ) c• ( ,)oc, D MINIMUM PRIME DESIGNER Ho QUALIFICATIONS1REQUIREMENT AS PER APPENDIX C, SECTION'Cl " 7) (D AIR ENGINE •ERS ASP CONSULTING TRANSPORTATION ENGINEERS, CORP. • k.'"'"="---.4' CITY OF MIAMI BEACH.FIFP NO.201 B-0421KB 'r- 7ti- r r DESIGN/BUILD SERVICES FOR STORMWATER PUMP STATION AT DAVID MANCINI „may ° NORTHEAST CORNER OF CONVENTION CENTER DRIVE .,,..i��. L •II MINIMUM PRIME DESIGNER (APCTE) QUALIFICATIONS REQUIREMENTS AS PER APPENDIX C, SECTION Cl BISCAYNE POINT NEIGHBORHOOD ROW IMPROVEMENT PROJECT - MIAMI BEACH, FL CLIENT NAME City of Miami Beach OWNER'S REPRESENTATIVE FIRM ROLE Prime Designer/Resident Project Representative Bruce Mowry, P.E. PROJECT DURATION September 2011/August 2014 CIP Office, 1700 Convention Cen- ter Dr. Miami Beach, Florida PROJECT STAFF Arnelio Alfonso/Lazaro Ferrero/Eduardo Martinez Phone No.: (786) 759-8941 CONSTRUCTION VALUE $17,000,000.00 email: bmowry@miamibeachfl.gov This Design-Build Neighborhood Improvement Project included the installation of over 24,000 LF of 8"to 16" DIP Water Main,and a Drainage System consisting of over 8,500 LF of drainage SCOPE OF WORK collection from 18"to 48"Diameter,(1)Storm Water pump stations,over 1,000 LF of 24" PVC Drainage Force main and 10 drainage wells.The project also included streetscape, landscape NAUTILUS NEIGHBORHOOD ROW IMPROVEMENT PROJECT, (DMSI FORCES) CLIENT NAME City of Miami Beach OWNER'S REPRESENTATIVE FIRM ROLE Prime Designer/Resident Project Representative Mike Alvarez PROJECT DURATION February 2007/August 2008 CIP Office, 1700 Convention Center Dr. Miami Beach, Florida Phone PROJECT STAFF Arnelio Alfonso/Lazaro Ferrero/Eduardo Martinez No.: (786)367-6109 CONSTRUCTION VALUE $35,000,000 email: malvarez @miamibeachfl.gov • This Design-Build Neighborhood Improvement Project included the installation of over 37,000 LF of 8" DIP Water Main, and a Drainage System consisting of over 17,000 LF of drainage collection from 18" to 66" Diameter, (6) Storm Water pump stations, over SCOPE OF WORK 5,000 LF of 24" PVC Drainage Force main and 46 drainage wells in this residential neighborhood. PRAIRIE AVENUE PUMP STATION, CITY OF MIAMI BEACH, FL. CLIENT NAME City of Miami Beach OWNER'S REPRESENTATIVE FIRM ROLE Prime Designer/Resident Project Representative Mike Alvarez,P.E. PROJECT DURATION February 2005/August 2006 CIP Office, 1700 Convention Center Dr. Miami Beach, Florida Phone No.: (305) PROJECT STAFF Arnelio Alfonso/Lazaro Ferrero/Eduardo Martinez 218-4809 CONSTRUCTION VALUE $12,500,000 email: mikealvarez @miamibeachfl.gov This Design-Build Neighborhood Improvement Project included the installation of over 4000 LF of drainage collection ranging from 18" to 36" diameter and (1) Storm Water pump sta- SCOPE OF WORK tion in this residential neighborhood DAVID MANCINI AND SONS,INC. 3 CRY CF MUM EEACKPFP too.2016-0424(8 4 ,Hr DESIGN/BUILD SERVICES FOR STORMWATER PUMP STATION AT +, DAVID i IANC_INI • - ��; NORTHEAST CORNER OF CONVENTION CENTER DRIVE �,�t (. Cpl �� I MINIMUM PRIME DESIGNER (APCTE) QUALIFICATIONS REQUIREMENTS AS PER APPENDIX C, SECTION Cl CRESPI BLVD. PUMP STATION,, CITY OF MIAMI BEACH, FL CLIENT NAME City of Miami Beach ,OWNER'S REPRESENTATIVE FIRM ROLE Prime Designer/Resident Project Representative Bruce Mowry, P.E. PROJECT DURATION December 2014/October 2015 CIP Office, 1700 Convention Center Dr. Miami Beach, Florida Phone PROJECT STAFF Arnelio Alfonso/Lazaro Ferrero/Eduardo Martinez No.: (786)759-8941 CONSTRUCTION VALUE $3,872,516 email: bmowry@miamibeachfl.gov This Design Build Project included the Installation of Water Main and Storm Sewer System along Crespi Blvd between 85TH street and 79TH Street.The project also includes the instal- SCOPE OF WORK lations of over 2500 LF of Water Main, over 2800 LF of Storm Sewer collection system, Instal- lations of pollution Control Structure, Installation of (1) Storm Sewer Pump Station, con- struction of seawall and landscaping along a residential neighborhood. UPGRADE OF TWO PUMP STATIONS ON SUNSET HARBOUR, CITY OF MIAMI BEACH, FL CLIENT NAME City of Miami Beach OWNER'S REPRESENTATIVE FIRM ROLE Prime Designer/ Resident Project Representative Mike Alvarez PROJECT DURATION February 2007/August 2008 CIP Office, 1700 Convention Center Dr. Miami Beach, Florida Phone PROJECT STAFF Arnelio Alfonso/Lazaro Ferrero/Eduardo Martinez No.: (786)367-6109 CONSTRUCTION VALUE $730,000 email: malvarez @miamibeachfl.gov • This Design-Build Neighborhood Improvement Project included Drainage improve- ments consisting of the upgrade of two (2) storm water pump stations, installation of SCOPE OF WORK four (4) injection wells, and connection of two (2) existing 18" overflow outfalls to the retrofitted systems in order to discharge emergency overflows to the intra-coastal and the Collins Canal. MIAMI INTERMODAL CENTER PUMP STATION, MIAMI, FLORIDA CLIENT NAME Florida Department of Transportation District 6 OWNER'S REPRESENTATIVE FIRM ROLE Prime Designer Ricardo Salazar, P.E. PROJECT DURATION April 2005/August 2006 FDOT District 6 1000 NW 111 Avenue PROJECT STAFF Arnelio Alfonso/Lazaro Ferrero/Eduardo Martinez Miami, Florida CONSTRUCTION VALUE $550,000 Phone No.: (305)470-7071 email: ricardo.salazar @dot.state.fl.us Stormwater Pump Station to serve the area north of the Miami Intermodal Canter (MIC), east of Le Jeune Road up to NW 37th Avenue and between NW 215` Street and SCOPE OF WORK NW 29th Street. The proposed improvements consisted of the installation of a pump station discharging into an existing 60" outfall pipe, installation of 36 linear feet 48" storm drain pipe and an electrical generator next to the proposed pump station. DAVID MANCINI AND SONS, INC. 4 . . . , J -._.., (0 ._ f , n D . 7) LICENSES'S. s :) i) 1,.,3 • --D ,,) -) ---) ':-CERTIFtATIONa . , - , AP ENGINEERS A&P CONSULTING TRANSPORTATION ENGINEERS, CORP. • . . . „ ! • ( C. . , (- ( 1 c . 1 ' , ( J ; sl _ l' , - LICENSES AND CERTIFICATIONS y ' - ; S IP ENGI NEERS y , CORPORATE CHARTER State of Florida Department of State I certify from the records of this office that A&P CONSULTING TRANSPORTATION ENGINEERS CORP.is a corporation organized under the laws of the State of Florida, filed on January 17, 1995. The document number of this corporation is P95000003950. I farther certify that said corporation has paid all fees due this office through December 31, 2016,that its most recent annual report/uniform business report was filed on January 5, 2016,and that its status is active. I further certify that said corporation has not filed Articles of Dissolution. Given under my hand and the Great Seal of the State of Florida at Tallahassee,the Capital,this the Fir day ofdanuary,2016 0 x_ ..1::ilTpleac,. . ION iraltp4A. Vii_ f) ' `r '._:.-;�, Secretary of State CCio-pm TrackingNumber:CC6383523207 To authenticate this certificate,visit the following site,enter this number,and then follow the instructions displayed. laps://services.sunb a.org/Filings/CertiflcateO1Status/Cert7icateAuthentication ( LICENSES AND CERTIFICATIONS AAP.n11 ,. ; ENGINEERS• MIAMI-DADE NE CERTIFICATION MIAMI D Miami-Dade County ®■ Internal Services Department Statement of Technical Certification Categories Film: A 8 P Consulting Transportation Engineers Corp. 10305 NW 41st SIreet,Suite 115 Dor41,FL 33178 CATEGORY APPROVAL EXPIRATION 1t CATEGORY DESCRIPTION DATE DATE 1.01 TRANSPORTATION PLANNING-URBAN AREA AND REGIONAL 7112015 71312017 TRANSPORTATION PLANNING 2.01 MASS TRANSIT SYSTEMS•MASS TRANSIT PROGRAM(SYSTEMS) 7/12015 7/3112017 MANAGEMENT 2.02 MASS TRANSIT SYSTEMS-MASS TRANSIT FEASIBIUTY 8 TECHNICAL 7/12015 7/312017 STUDIES 2.04 MASS TRANSIT SYSTEMS-MASS TRANSIT CONTROLS, 7/12015 7/312017 COMMUNICATIONS 8 INFORMATION SYSTEMS 2.05 MASS TRANSIT SYSTEMS-GENERAL QUALITY ENGINEERING 7112015 7/312017 3.01 HIGHWAY SYSTEMS-SITE DEVELOPMENT AND PARKING LOT DESIGN 702015 7/312017 802 HIGHWAY SYSTEMS-HIGHWAY DESIGN 7/1/2015 7/312017 303 HIGHWAY SYSTEMS-BRIDGE DESIGN 7/12015 7/312017 3.04 HIGHWAY SYSTEMS-TRAFFIC ENGINEERING STUDIES 7112015 7/312017 3.05 HIGHWAY SYSTEMS-TRAFFIC COUNTS 7/12015 7/312017 Miami-Dade County 3.08 HIGHWAY SYSTEMS-TRAFFIC CALMING 7/12015 7/312017 MIAMI-D� Internal Services Department 3.07 HIGHWAY SYSTEMS-TRAFFIC SIGNAL TIMING 7112015 7012017 Statement of Technical Certification Categories 3.08 HIGHWAY SYSTEMS-INTELLIGENT TRANSPORTATION SYSTEMS 7/12015 7/312017 ANALYSIS,DESIGN.AND IMPLEMENTATION _ 3.09 HIGHWAY SYSTEMS-SIGNING,PAVEMENT MARKING.AND 7/1/2015 7/312017 Finn: A 8 P C0055AI g Transportation Engineers Corp, 10305 1st Street,Suite 115 WI CHANNELTION Dotal,FL FL 331'/8 3.10 HIGHWAY SYSTEMS-UGHTING• 7/1/2015 7/312017 CATEGORY APPROVAL EXPIRATION 3.11 HIGHWAY SYSTEMS-SIGNAUZATION • 7/1/2015 7012017 NO' CATEGORY DESCRIPTION DATE DAT 4.01 AVIATION SYSTEMS-ENGINEERING DESIGN 7112015 713112017 8.01 WATER AND SANITARY SOWER SYSTEMS-WATER DISTRIBUTION AND 7112015 7/312017 5.01 PORT AND WATERWAY SYSTEMS-ENGINEERING DESIGN 7/12015 71312017 SANITARY SEWAGE COLLECTION AND TRANSMISSION SYSTEMS 6.02 WATER AND SANITARY SEWER SYSTEMS-MAJOR WATER AND 7/12015 71312017 SANITARY SEWAGE PUMPING FACIUTIES 6.03 WATER AND SANITARY SEWER SYSTEMS-WATER AND SANITARY 7/12015 7010017 Lana Moorey,PE,Chairperson SEWAGE TREATMENT PLANTS Technical Certification Committee 8.00 TELECOMHAUMCATION SYSTEMS 7112015 71312017 1001 ENVIRONMENTAL ENGINEERING-STORMWATER DRAINAGE DESIGN 7/12015 7/312017 ENGINEERING SERVICES 11.00 GENERAL STRUCTURAL ENGINEERING 7112015 7/312017 12.00 GENERAL MECHANICAL ENGINEERING 7/12015 7/312017 1300 GENERALELECTRICAL ENGINEERING 7/12015 7/212017 14.00 ARCHITECTURE 8/19/2015 7012017 16.00 GENERAL CARL ENGINEERING 7/12015 77312017 17.00 ENGINEERING CONSTRUCTION MANAGEMENT 7)12015 71312017 18.00 ARCHITECTURAL CONSTRUCTION MANAGEMENT 8/18/2015 7/31/2017 I-2hq I Lana Moony.P.E.,Chairperson Technical Certification Committee ' ' LICENSES AND CERTIFICATIONS Ag1P "' i' E N G I N E E R S PROFESSIONAL LICENSES StateVfNPiiorida Boat'at -Prof ona__l Engeers A & P Cori 1: M 1,.I rsp�ortation Engineers . 'rp . ," III Vy -g ,a V FBPE rr,- ., .. .'aai p" 91 mamma= is authorized under the provisions o '•' ' ) , a chin;'otutes,fo offer engineering services to the public through a Professional a ;4,-, :4017 II-ens • 'rider Chapter 471,Florida Statutes. Expiration: 2/28/2017 r . 'r„y-' N)C_y� CA Lic No: Audit No: 228201703587 ` 1i V •1`1". 7797 Statir• rl a, 44, fBoarcr4/4 Pro, essiorial En 0t, eers J!y/ crests th at �?1® A ' `' U � i a s ' , , aloC .Acot P et'" is t �r , .• . ��, FBPE . Is licensed as a Professiio 4-Engine 1 u a 0''t ;ter 471, Florida Statutes y -...„-_,- ' �tij.'- P.E.Lk.No: Expiration:2/28/2017 r 'f W� 'l:-•_ 40845 Audit No: 228201725220 - ------ .. State' Z3a�. _ : rlda Boards ' i f sr atE b , eers.. ii,....i,.,,-,74.-,,,,n,-.,.....---,.' t, ,,,,-,.,x.. ..... I r o E - ' '� a /IA k ., FBPE `',, * ; ' t,i'i,' : * :r . Is licensed as a Professf . - `Enginese•C: 0 0 ,:ter 471, Florida Statutes Expiration:2/28/2017 •r` 'r P.E.Lis,No: Audit No: 228201725527 ___, 43953 1 `� A117 • LICENSES AND CERTIFICATIONS � ,� r < I K ENGINEERS PROFESSIONAL LICENSES T1'" ' Stat&p� ---_ �: � �'. =- o 1 lda . _,•Boar c•'r�I'rofess o. "-- =' ' eers •NI ;7- A' s-i:ih'ia�- -t a,1.•;lnel Al of so�—P n� ;; u,- - .1.... FBPE_Rat Is licensed as a Professi.,1 .,4".1 �b�.'"na -..�. ._:ter 471, Florida Statutes Expiration:2/28/2017 CO— --r-�'Ilk."' P.E.Lic.No: Audit No: 228201732842 WE 52566 State &àj1krida Board o Pr'o ssio a n eers '(.,I t L -7 r fl r.' is -,�_ „/ � , ' 11:.11111\INI\X1)111 * is CY. -' . (11 f1�1. •. / � 1 M 1\LNV14dVln Is licensed as a Professl . . ,'.1 1 �p�a}s '` Cam. ;ter 471, Florida Statutes . Expiration:2/28/2017 cop 't =r �T�- P.E.Lic.No: Audit No: 228201703761 �~` 55401 Star' ®fir-:4.i.:.-C,.,'..:- 4 rida Boar Professional E_I .: eers tr. - ' )4•c CSt9l 8t1-4,2 - %v 'ai -elrer P i� 1 I :(: s.17 .7?ay' FBPE t �;ft6(;II! r r '+ % • Is licensed as a Professl 1 R:- ' `°' 'ter 471, Florida Statutes .0 r 1 Expiration:2128/2017 {; -- ='r s',EW '• P.E.Lic.No: Audit No: 228201718976 --"01) WE - „---- 58025 CD 17 . , 00 ? co T CD 0 ra C.‘1 BONDING LETTER 0 @ i 7,7 0 0 CD 0 (I) 0 c() , 1.) ''- ■((' i i ii, (---/ , ii" DAVID MANCINI ( & SONS, INC. '\1111 DAVID MANCINI S. SONS, INC. c (. . , C c , „ . . c , „---, , c ( • T UEI E IS J Stephen R.Dante (� Account Executive Officer Travelers Bond Construction Services (248)312-7954 (866)216-5992 1441 West Long Lake Rd., Suite 300 Troy, Michigan 48098 February 4, 2016 City of Miami Beach 1755 Meridian Avenue, 3rd Floor Miami Beach, FL 33139 Re: Design/Build Services for Stormwater Pump Station at Northeast Corner of Convention Center Drive—RFP No. 2016-042-KB To Whom It May Concern: It has been the privilege of Travelers Casualty and Surety Company of America ("Travelers")' to provide surety bonds for David Mancini & Sons, Inc. since 2012. It is our.opinion that David Mancini & Sons, Inc. is qualified to perform the above captioned project and currently has the bonding capacity available, which we understand must be a minimum of at least $5 million for the project. At their request, we will give favorable consideration to providing the required performance and payment bonds. Please note that the decision to issue performance and payment bonds is a matter between David Mancini & Sons, Inc. and Travelers, and will be subject to our standard underwriting at the time of the final bond request, which will include but not be limited to the acceptability of the contract documents, bond forms and financing. We assume no liability to third parties or to you if for any reason we do not execute said bonds. We are pleased to share with you our experience with this fine organization. If you require any additional information,please let us know. Sincerely, TRAVELERS CASUALTY AND SURETY COMPANY OF A RICA 44— g• • Stephen R. Dante Travelers is an A++ (Superior) A.M. Best rated insurance company (Financial Size Category XIV ($2 billion or more)). I C 1'0 i 1, • / , ti J l z -'•.• , J O C Ci 41 i 0 I ri ` C-ij i J I 1 ('-q) ,....._ CITY OF MIAMI BEACH I RFP NO.2016-1:142-KB J Ap DESIGN-BUILD SERVICES FOR A STORMWATER PUMP STATION AT N.E.CORNER OF CONVENTION CENTER DRIVE ENGINEERS TAB 2 - PROJECT TEAM SECTION 2.1 - ORGANIZATIONAL CHART Firm Organization: The Design-Build firm for this project will be David Mancini and Sons. Inc. (DMSI). Our key partners not only bring expertise and first-hand knowledge in their respective fields, as well as success- fully provided consistent, predictable, and repeatable results on similar D/B projects as a Team. The pro- posed Organizational Chart for this project depicts the structure and line of authority and communication which is included in the end of this section; it indicates the Team's Key members, their intended functions, their responsibilities and percentage of time commitment for this project. DMSI and APCTE, experienced and well-known contractors to the City of Miami Beach together they have designed and constructed more than 15 pump station projects. No other team of engineers and contractor can attest to having equivalent local experience as DMSI and APCTE. FIRM RESPONSIBLE ROLES DESIGN BUILDER David Mancini and Sons, Inc. Contractually responsible for delivering the project design and construction LEAD CONSTRUCTORS David Mancini and Sons, Inc. Pump Station Construction, and Safety KEY DESIGNERS APCTE Pump Station Design, Pipe Design, and Site Civil Design Craig A. Smith &Associates Pump Station Design, Surveying and SUE Rosenberg Gardner Design Landscape Architecture - Nadic Engineering Services Geotechnical Investigation KEY SUBCONTRACTORS South Florida Electric (DBE) Electrical Homestead Concrete and Drainage (DBE) Concrete General Asphalt Asphalt DMSI will be utilizing a balanced approach between its owner David Mancini (D/B Project Manager), Fabio Angarita (D-B Construction Manager), and Nelson Liberti (Project Superintendent). All communication and coordination efforts will be processed internally with formal submittals to the City of Miami Beach, Project Manager and City's Design Professional during the pre-design, design, pre-construction and construction activities. We have included on the following page our Team's Organizational Chart. DAVID MANCINI AND SONS, INC. IN ASSOCIATION WITH A&P CONSULTING TRANSPORTATION ENGINEERS, CORP. H1 CD o ! G r. �°. .7. C p _• _ Q¢ .-7. F- o z W r e Z m Z = u `u ❑ 0 p, ,° m z .. 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W s .4 ) c d O• ! 44 U N t W;c N O N N C ea w _ 417 G - o I.J_ ¢ ZW a? o C v+ w U �� a o °z *0 ` _ ' a w �U - N m m 1 cm .. 4 w „Z 'f Q - . `o r.- o e z Q 2 O u OD g_ 3 c A y ' c : > m v z ° , ❑ ° , . t .. !1 .0 ... - � C 0 .� - U S 2 f Q c c a Z u d 5 'i C 0 O'p J �N w c v°� c NNE o' S i y d a m 1O _ - ~Z N a 5 c Q m d l7 c = c CC I G f- D O 3 mmo7 -co � 01 O U Z v a i Z'f o Z ,, c .y L. u m o E Q l7 u U m w Q _E E vwi E g ° E - m m E w m N a °C g a °`WZ ° 3 0 f o G W a A u p c W U c E = 'W Z 7 0 o O z f CD U u o 13 N - N o m 2F o. . a 0 z a f N Z d °` u m - �- O w 0 nie WI I Q/ ? a G U G Z z U w ° d �^ W gQ Z Ga o G o G > u = V ' Z o Z a s ' ¢ a Q S rij w > scc CI- ite z zg u o� z_ ae z o N d W 2 W w _ N ....m ❑ N `J JQ aW o L 0 W o W I o g m W DC K ,, 0 } a s p O. ° Q. I. c Z ae �J - as O N1 g O I w ''c N CL OC Z Q a `^ E'' ,L c S n o_ V u O O� `+ ¢ ° a ~° ° a Q u z d O oN Z ° C Q p t t :° CC O Z Q o a.i I. z ° V w cc '_W 1 N a W Z _ _ N Z c w �., 44.-40 \ Z a- z a w G Q G 0. W ❑ a Zw 2R i°° w 0 X 1 Z X Q Q a =Z m N cic 1.1- _ o N- p CO CC 0 _ m ':U °: a Nw C Q G ... Y \ " w a= f = Z a a J Z H N W. a •g a N a J w W _ m = cie o 0-Z 6 a -4 m g t i Q a 1 U Z F _ -- Z C..• p O aw ,i p = .;,1 ° ^a w a C V. ..: ❑ °a Z E o [ w °�7 U J Q Y. N z _ - m a Z a 5 N 7 m p ■ Q p l�` a1 `� ' :7`i .1"7,. (ITY OF MIAMI BEACH I RFP N112016.042-KB �,44 DESIGN-&1110 SERVICES FOR A STORMWATER PUMP STATION Al N.E(ORNER OF CONVENTION(ENTER DRIVE ■►" API .. S ` :ri�, ENGINEERS SECTION 2.2 - KEY PERSONNEL / AVAILABILITY Our Team has carefully analyzed the scope of work and has selected key personnel with the right blend of technical experience and capabilities, to successfully deliver this project. As evidenced by the resumes and organizational chart submitted with this technical proposal, our staffing plan addresses the project's re- source demands and includes skilled staff to address all specialty items required by the project scope. Da- vid Mancini and Sons (DMSI) will be responsible for the management and construction work related to this contract while APCTE will be in charge of all the Pump Station design and limited construction engineering inspection services. We have assembled a Team of highly qualified and experienced professionals with rel- evant and recent experience in similar projects in the City of Miami Beach and Miami-Dade County. We be- lieve that the City of Miami Beach should select a team that is easy to work with and that will deliver at eve- ry step of the way; with this in mind, our Team's goal is to surpass the City's and resident's expectations on every stage of the project. The key personnel proposed as Design-Build Project Manager, Design Manager and Construction Manager not only meet the required minimum experience, but they have additional preferred design-build experience in similar roles and on similar projects. Most of our team has the additional advantage working together for the last 13 years on a similar project, in similar roles, and they have the endorsement of all previous clients. Therefore, we bring a well-established Team with a track record of success KEY CONSTRUCTION STAFF David Mancini, CUC (DMSI), Design-Build Project Manager-70% Available Alf" _.-'N, Mr. Mancini has more than 34 years of construction experience from Michigan to Florida, I.'''' t David Mancini has built David Mancini & Sons, Inc. (DMSI) into the premier underground civil contractor in South Florida. David served as President and Qualifier for his father, lir'' Richard Mancini, at Ric-Man International, Inc. from 1985-2010. Since incorporating David Mancini & Sons, Inc. in 2010, his "hands on" abilities and vast pool of knowledge have ena- bled DMSI to become the leader in stormwater pump stations and large diameter pipeline construction. Serving as Design-Builder Project Manager, David Mancini has successfully ‘.75t. completed a long list of projects within an urban environment throughout South Florida that include the installation of 15 stormwater pump stations, transmission water mains (PCCP & DIP), transmis- sion force mains (PCCP & DIP), sanitary sewers, storm sewers, jack and bores, micro tunnels, directional drills, roadways, sub-aqueous crossings, and neighborhood improvement projects over the past three dec- ades. Fabio Angarita (DMSI), Design-Build Construction Manager-80% Available � � Mr. Angarita, has successfully completed over$60 million of municipal projects in highly ` urban environments throughout Dade County, Florida including storm sewer projects, °"` storm sewer pump stations, force mains (PCCP & DIP), sub-aqueous crossings, road- _ I way, and neighborhood improvement projects over the past decade. His daily duties in- clude: public relations coordinator, schedule work for subcontractors and correspondence with engineers and owners. DAVID MANCINI AND SONS, INC. IN ASSOCIATION WITH AO CONSULTING TRANSPORTATION ENGINEERS, CORP. 1 21 1; y' CITY OF MIAMI BEACH I RFP Na.2016.042-KB DESIGN-BUILD SERVI(ESFOR A STORMWATER PUMP STATION AT N.E(ORNER OF CONVENTION(ENTER DRIVE � FI,- � ENGINEERS Nelson Liberti, II (DMSI), Project Superintendent-80% Available Mr. Liberti II, Stormwater Pump Stations Superintendent for David Mancini & Sons, Inc., ( has experience in stormwater pump stations, large diameter pipeline installations, deep { WI; , shafts, and roadway infrastructure since 1993. Nelson oversees as stormwater pump sta- tions superintendent for David Mancini & Sons, Inc. approximately $25 Million Dollars of �� f projects per year. These projects include Construction/ design build, pump station, sanitary \� ., sewers, water mains, force mains, drainage, directional drilling jack and bores, and micro tunnels. Serving as Pipeline Superintendent, Nelson Liberti II has successfully completed a long list of projects within an urban environment throughout South Florida that include the installation of stormwater pump stations, transmission water mains (PCCP & DIP), transmission force mains (PCCP & DIP), sanitary sewers, storm sewers, jack and bores, micro tunnels, directional drills, roadways, sub-aqueous crossings, and neighborhood improvement projects over two decades. Jack "Bruno" Roth (DMSI), Construction Safety Manager-20% Available Mr. Roth (Bruno) has over 30 years experience in the construction industry specializing in Illi OSHA safety and construction disciplines for major civil infrastructure projects including water main, storm water, wastewater, solid waste pipelines and treatment plant projects. -, He has experience at the local and regional level for large scale projects requiring the co- jr ordination of various construction disciplines and is knowledgeable in both private and pub- a - 4\ ��lic sector construction and OSHA safety requirements. Mr. Roth has been responsible for : � r capital improvement development projects for treatment plants and potable water dis- h-- '�. I, tributions. Projects included sanitary sewer, storm water and water systems for Miami Dade, Monroe, Broward and Palm Beach Counties. KEY DESIGN STAFF Arnelio Alfonso, P.E. (APCTE), Design Project Manager—80% Available Mr. Alfonso has over 29 years of experience on design of stormwater management sys- tems. Mr. Alfonso is currently in charge of the company's Water Resources Department. . ^ ,.R, Mr. Alfonso has experience in developing stormwater management system for several , highway systems, including the Florida Turnpike, SR 836, 1-95 and SR 826. He has also tr T=W' designed drainage systems for several municipalities, including the City of Miami Beach, City of Miami and the Village of Biscayne Park. He has been involved in obtaining environ- mental permits associated with the proposed stormwater management systems. Among his most relevant projects are: Miami Intermodal Center (MIC) Drainage Master Plan, Nau- tilus and Lummus Neighborhoods Drainage Master Plans, Nautilus Neighborhood Drain- age Improvements; SR-826/SR 836 Interchange Drainage Master Plan, Bridge Hydraulic Analysis of the NW 12 Ave. bridge over the Miami River. He is currently a member of the Florida Engineering Society (FES), and the Cuban-American Association of Civil Engineers (C-AACE). Lazaro Ferrero, P.E. (APCTE), Lead Pump Station Design Engineer-70% Available -:- .. i As senior project engineer, he is in charge of drainage master planning and design. Mr. Ferrero has over 28 years of engineering experience in pumping stations, drainage sys- tems, hydraulic, and structural design, and computer programming for engineering. Mr. Ferrero has been responsible for the design of several storm water management systems in Miami-Dade and Broward Counties. Among his most relevant projects are: MIC Drain- age master Plan; SR 826/SR 836 Drainage Master Plan and the Nautilus Neighborhood Drainage Improvements. Mr. Ferrero is currently a member of the Florida Engineering So- ciety (FES). DAVID MANCINI AND SONS, INC. IN ASSOCIATION WITH AO CONSULTING TRANSPORTATION ENGINEERS, CORP. �31 iq d` CITY OF MIAMI BEACH RFP N(L 201(1042-KB AP DESIGN-BUILD SERVICES FOR A STORMWATER PUMP STATION AT N.E(ORNER OF CONVENTION CENTER DRIVE , at ...- .'' ' - ENGINEERS Osmany Alfonso, P.E. (APCTE), Lead Structural Engineer—40% Available Mr. Alfonso's 19 years of experience as project manager and project engineer have includ- ed all phases of transportation bridge projects including design, planning, and construction/ <mom post design service assignments. Mr. Alfonso's bridge design experience includes curved t ; steel box girder bridges, curved and skewed steel plate girder bridges, Florida I-Beam (FIB) , concrete bridges, cast-in-place flat slab bridges, pedestrian bridges, precast flat slab bridg- es, post tensioned substructures, miscellaneous roadway structures, bridge widening and 4, rehabilitation, bridge retrofits, and bridge load ratings. Planning assignments have included preparation of Bridge Development Reports, Bridge Feasibility Studies and Bridge Analysis Reports for PD&E Studies. Post Design Services assignments have included management of post-design services, structural field inspections, shop drawing review, and design support during con- struction of bridge projects. Other assignments have included the design of soil anchored steel sheet pile retaining wall, precast panel wall design for geo-foam embankments, concrete counter-fort walls, tie back bulkhead wall systems. Mr. Alfonso has served as Project Engineer for the design of over 50 bridge sites for the FDOT, Expressway Authorities, and various public agencies. William H. Landis, P.E. (CAS), Lead Mechanical Engineer-40% Available Mr. Landis has over 50 years of experience in the engineering field with a primary focus in mechanical engineering. Responsible for the design and operations of municipal water s and wastewater utility systems as well as stormwater systems and pump station design 4 "' a projects. Responsible for the design of water distribution and wastewater collections sys- tems,P 1 P 9 Y - tems, lift stations and controls, improvement plans for gas, water, sewer, paving, drain- age and all engineering related to municipal and land development improvements. Re- r`" sponsible for utility system computer analysis and modeling, developing rate structures, rates and charges for utility systems, preparing developer agreements, utility acquisi- tions, utility atlas, network analysis, utility rehabilitation, utility financing and all aspects of utility design and general utility consulting work. Eduardo Martinez, P.E. (APCTE), Lead Electrical Engineer-40% Available Mr. Martinez, as Department Manager, has more than 39 years of experience in the Electri- cal Engineering field. His experience ranges in the Electrical/Lighting Design of Roadway, Pump Station Facilities, Waste Water Treatment Plants, Co-Generation Facilities, Commer- cial, Industrial, Health Care, Shopping Centers, Condominiums, etc. As part of his experi- 'ence Mr. Martinez has worked as Designer of Record in projects such as: Total New light- ing for the SR-826/SR-836 Interchange, MD SWASD North District Waste Water Treatment Plant, M-D WASD South Dade Waste Water Treatment Plant, as well as Lift Station with emergency generator design for Miami-Dade County and the City of Miami. SECTION 2.3 - RESUMES On the following pages you will find the resumes of the Team's key personnel that are assigned to this pro- ject, that will depict their experience and qualifications which exceed the minimum requirements. DAVID MANCINI AND SONS, INC. IN ASSOCIATION WITH A&P CONSULTING TRANSPORTATION ENGINEERS, CORP. 1 4 •e 't Y KEY PERSONNEL RESUME DAVID MANCINI Es .. -. 11,1 r'� iC SONS.INC DAVID MANCINI AND SONS , INC . DAVID MANCINI —C . U . C .— DESIGN - BUILD PROJECT MANAGER With over thirty-four years of construction experience from Michigan to Florida, David Mancini has built David Mancini & Sons, Inc. (DMSI) into the premier underground civil contractor in South Florida. David served as President and Qualifier for his father, Richard Mancini, at Ric-Man International, Inc. from 1985- 2010. Since incorporating David Mancini & Sons, Inc. in 2010, his "hands on" abilities and vast pool of knowledge have enabled DMSI to become the leader in large diameter pipeline construction and storm water pump stations. Serving as President and Qualifier, David Mancini has successfully completed a ,._o�'�; long list of projects within an urban environment throughout South Florida that I.on include the installation of over (15) storm water pump stations, transmission water mains (PCCP & DIP), transmission force mains (PCCP & DIP), sanitary sewers, storm sewers,jack and bores, micro tunnels, directional drills, roadways, Highlights: sub-aqueous crossings, and neighborhood improvement projects over the past 34 Years of Infrastructure three decades. Construction experience with an emphasis on Storm Water Pump RELEVANT DESIGN/BUILD EXPERIENCE Stations, large diameter PCCP and DIP transmission mains. Biscayne Point Neighborhood ROW Improvement Project(DMSI) Value: $17 Million 10 Years of Design/Build OWNER/CONTACT: City of Miami Beach, FL (2014) experience Bruce Mowry (786) 759-8941 ENGINEER: APCTE Member of the Engineering This Design-Build Neighborhood Improvement Project included the installation Contractors Association of over 24,000 LF of 8" to 16" DIP Water Main, and a Drainage System consisting of over 8,500 LF of drainage collection from 18" to 48" Diameter, (2) Registration / Certifications: Storm Water pump stations, over 1,000 LF of 24" PVC Drainage Force main and 10 drainage wells. The project also included streetscape, landscape and State of Florida Underground lighting improvements in this neighborhood of over 1100 residents. Utility License # CUC0442220 Broward County License #00- Alton Road 5th Street to Michigan Ave (FDOT T6290) 1650-W Value:$12 Million Qualified Business Miami Beach, Florida (2015) Organization—QB0008454 Enrique Tamayo (786)999-9671 ENGINEER: GPI (FDOT) Experience: Project included construction of approximately 15,000 LF of water main ranging President and Qualifier in sizes from 6"-20"; Storm Sewer ranging in sizes of 12" to 72"; (3) Storm October 2010- Present Water pump stations located at 14th street, 10th street and Alton Road in David Mancini & Sons, Inc. Miami Beach, including but not limited to defender box, wet well, valve vault, (DMSI) dissipator box, grate box and all miscellaneous piping, 36" Storm Water force main, removal of contaminated material; restoration of FDOT roadway; Outfall President 1985-2010 connection to Biscayne Bay; box culverts and multiple deep excavations Qualifier 1988-2010 exceeding 20' in depth. The (3) storm water pump stations were design build for the FDOT. Ric-Man International, Inc. (RMI) CITY OF MIAMI BEACH—RFP 2016-042-KB DESIGN/BUILD SERVICES FOR STORMWATER PUMP STATION AT NORTHEAST CORNER OF CONVENTION CENTER DRIVE P 71 ti F* KEY PERSONNEL RESUME -fir s DAVID MANCINI 1'V ► � SOBS.INC. DAVID MANCINI—C . U . C . — DESIGN - BUILD PROJECT MANAGER City of Miami Beach Pump Station at 14th Street(DMSI) Value: $1.0 Million OWNER/CONTACT: City of Miami Beach, FL (2014) Brian Landis (954) 218-7875 ENGINEER: GPI (Bergeron Land Development) This Design-Build Project included the installation of(1) Storm Water Pump Station at the street end of 14th street and Biscayne Bay. Project included the installation only of wet well approximately 25' in depth, drainage defender box, grate box, valve vault, dissipator box and all miscellaneous piping. City of Miami Beach Pump Station at 10th Street(DMSI) Value: $1.0 Million OWNER/CONTACT: City of Miami Beach, FL (2014) Brian Landis (954) 218-7875 ENGINEER: GPI (Bergeron Land Development) This Design-Build Project included the installation of (1) Storm Water Pump Station at the street end of 10th street and Biscayne Bay. Project included the installation only of wet well approximately 25' in depth, drainage defender box, grate box, valve vault, dissipator box and all miscellaneous piping. Sweetwater Storm Water Improvements PHASE IIB (DMSI) Value: $6 Million OWNER/CONTACT: City of Sweetwater (2015) Eric Gomez, P.E.(305)-553-5457 ENGINEER: Craig Smith and Associates Installation of about 6000 LF of storm sewer collection system, (2) Storm Water pump stations with capacity of 5500 GPM along a residential neighborhood. Including but not limited to road reconstruction, curb & gutter, outfall connections and electrical. Nautilus Neighborhood ROW Improvement Project(DMSI Forces) Value: $35 Million OWNER/CONTACT: City of Miami Beach, FL (2010) Mike Alvarez (786) 367-6109 ENGINEER: APCTE This Design-Build Neighborhood Improvement Project included the installation of over 37,000 LF of 8" DIP Water Main, and a Drainage System consisting of over 17,000 LF of drainage collection from 18" to 66" Diameter, (6) Storm Water pump stations, over 5,000 LF of 24" PVC Drainage Forcemain and 46 drainage wells in this residential neighborhood. Prairie Avenue Drainage Improvement Project(DMSI Forces) Value: $2 Million OWNER/CONTACT: City of Miami Beach, FL (2010) Mike Alvarez (786) 367-6109 ENGINEER: APCTE This Design-Build Neighborhood Improvement Project included the installation of over 4000 LF of drainage collection ranging from 18"to 36" diameter and (1) Storm Water pump station in this residential neighborhood. CITY OF MIAMI BEACH—RFP 2016-042-KB DESIGN/BUILD SERVICES FOR STORMWATER PUMP STATION AT NORTHEAST CORNER OF CONVENTION CENTER DRIVE St'?3 KEY PERSONNEL RESUME 5 DAVID 1VIANCINI '°d �C SONS.INC DAVID MANCINI AND SONS , INC . FABIO ANGARITA—CIVIL ENGINEER— PROJECT MANAGER Fabio Angarita has successfully completed a over$60 million of municipal projects in highly urban environments throughout Dade County, Florida including storm sewer projects,storm sewer pump stations,force mains(PCCP&DIP), sub-aqueous crossings,roadway,and neighborhood ti G� • improvement projects over the past decade. - PROJECT MANAGER EXPERIENCE: ..cs) f CRESPI BLVD WATER MAIN, STORM SEWER COLLECTION SYSTEM AND STORM SEWER 4 `` PUMP STATION,MIAMI DADE COUNTY,FL 2015 Role: Project Manager: Installation of Water Main and Storm Sewer System along Crespi Blvd between 85TH street and 79TH Street. The project Includes the installations of over 2500 LF of Water Main, over 2800 LF of Storm Sewer collection system, Installations of pollution Control Highlights: Structure, Installations of(1)Storm Sewer Pump Station,construction of seawall and landscaping Over 15 years of Contractor experience along a residential neighborhood. and Project Management of Client:City of Miami Beach(Eugene Egemba,P.E.(305)781-0391) Infrastructure Construction. Underground Utility Construction from 4" SWEETWATER STORM SEWER IMPROVEMENTS PHASE IIB 2013,2014 to 84"Pipelines Role: Project Manager: Installation of about 6000 LF of storm sewer collection system and two (2) storm sewer pump stations with capacity of 5500 GPM along a residential neighborhood. Education: Client:City of Sweetwater(Eric Gomez, P.E.(305)-553-5457) Civil Engineer Experience: FDOT T6278,FDOT 2014 Project Manager Role: Project Manager: Installation of 54" Water Main subaqueous crossing along NW 57TH 2013 to Present Avenue between W46TH Street and W 53RD Street. David Mancini&Sons, Inc. Client:MDWASD(Nelson Cespedes(305)439-8959) Project Manager 2007 to 2013 FDOT E6G98•RO—PUSH BUTTON PROJECT 2012 Southeastern Engineering Contractors, Role:Project Manager:Performance of several drainage and roadway project in FDOT District 6. Inc. Project included an emergency drainage project in Downtown Miami and US1,Drainage Improvements in Haulover Bridge and drainage Improvements on 163TH Street. Project Manager 2006 to 2007 INSTALLATION OF SIX(6)48" PLUG VALVES IN THE EXISTING PCCP FORCE MAIN ALONG Development and Communications Group of Florida, Inc. OPA LOCKA BLVD 2012 Role:Project Manager: Installation of 48"plug valves in different locations in the existing PCCP Project Manager Force Main along Opa Locka Blvd.The project included the installation of six(6)plug valves,the 2004 to 2006 installation of twelve(12)line stops,implementation of extensive MOT,shoring and dewatering. Petro Hydro Inc. Client:MDWASD(Nelson Cespedes(305)439-8959) . Co-owner/Project Manager 1999-2002 SAN MARCO ISLAND DRAINAGE IMPROVEMENTS 2012 GDC Ltda (Colombia) Role:Project Manager:Installations of storm sewer collection system and a pump station in San Marco Island.The project Included about 2000 LF of storm sewer collection system,installation of four(4)deep wells,emergency bypass and storm sewer pump station. Client:City of Miami(Valentin Onuigbo,P.E.(786)447-9817) SWEETWATER STORM SEWER IMPROVEMENTS PHASE IV 2011 Role: Project Manager: Installation of about 8000 LF of storm sewer collection system and two (2) storm sewer pump stations with capacity of 5500 GPM along a residential neighborhood. Client:City of Sweetwater(Eric Gomez, P.E.(305)-553-5457) CITY OF MIAMI BEACH—RFP 2016-042-KB DESIGN/BUILD SERVICES FOR STORMWATER PUMP STATION AT NORTHEAST CORNER OF CONVENTION CENTER DRIVE '' KEY PERSONNEL RESUME DAVID:MANCINI t ' &SONS.INC. FABIO ANGARITA—CIVIL ENGINEER— PROJECT MANAGER FAIRLAWN STORM SEWER PHASE III 2011 -, Role: Project Manager: Installations of about 10,000 LF of exfiltration storm sewer system along a residential neighborhood. Client:City of Miami(Genady Beylin.(786)972-5048) E 4TH AVENUE IMPROVEMENTS,HIALEAH,FL 2010 Role: Project Manager: Installation of storm sewer exfiltration system and full roadway reconstruction along E 4TH Avenue between 25TH Street and 32ND Street. Client:City of Hialeah/FDOT(Ignacio Serralta,P.E. (305)662-8887) TOWN OF GOLDEN BEACH,CAPITAL IMPROVEMENTS PROJECT,MIAMI DADE,FL 2009,2010 Role: Project Manager: Installation of new water main system along Golden Beach Drive, North, Center and South Island Dr, installations of water tight storm sewer collection system, two(2) storm sewer pump stations, utility conversions for ATT, Atlantic Broadband and FPL, full roadway reconstruction,landscaping and beautification. Client:Town of Golden Beach(Alex Diaz,Town Manager(786)236-4211) CENTRAL ISLAND DRAINAGE IMPROVEMENTS,CITY OF SUNNY ISLES 2008,2009 Role: Project Manager: Installation of water tight storm sewer collection system discharging to storm drainage wells and Improvements to Gwen Margolis Park.The project included the installation of more than 10,000 LF of storm sewer collection system,the construction of 22 deep wells,the construction of a football field,landscaping and beautification. Client:City of Sunny Isles(Bill Evans,Assistant City Manager(786)586-7533) CANAL 13 IMPROVEMENTS,SOUTH BROWARD DRAINAGE DISTRICT 2008 Role: Project Manager: Installation of 84"and 72" RCP culverts connecting the Canal 13 to two(2)different water bodies with the corresponding automatic control valves and endwalls. Client:South Broward Drainage District(Luis Ochoa(954)275-1757) DRAINAGE AND BEAUTIFICATION PROJECTS,CITY OF MIAMI(JOC) 2008 Role: Project Manager: Downtown Beautification Project, Buenavista Drainage and Streetscape and Miami Dade College (NE 4TH Avenue) drainage and beautification project.Projects included,exfiltration drainage systems,full roadway reconstruction,landscaping and beautification. Client:City of Miami(Pedro Beltran,P.E.(305)416-1039) MIAMI RIVER RETROFIT BASIN 21,MIAMI DADE COUNTY PUBLIC WORKS 2007 Role: Project Manager:Construction of Storm Sewer collection system and(1)Storm Sewer Pump Station.The project Included the construction of 10 deep wells, storm water force main, gravity collection system, form and pour of pump housing, and trash rack and the installation of all the mechanical and electrical work related. Client: Miami Dade County,Public Works(Ruben Arencibia(305)469-9539) FEMA COUNTRY WALK BASIN,MIAMI DADE COUNTY 2006 Role: Project Manager: Construction of storm water exfiltration systems along a residential neighborhood. The project included the installation of about 4000 LF of french drain and the corresponding restoration. Client: Miami Dade County DRAINAGE IMPROVEMENTS PHASE I AND II,CITY OF MIAMI,FL 2005 Role: Project Manager. Construction of storm water exfiltration systems.The project included the installation of about 2500 LF of exfiltration trench, full roadway restoration and landscaping. Client: City of Miami,Public Works(Tatiana Acosta(305)416-1263) CITY OF MIAMI BEACH—RFP 2016-042•KB DESIGN/BUILD SERVICES FOR STORMWATER PUMP STATION AT NORTHEAST CORNER OF CONVENTION CENTER DRIVE '} �" KEY PERSONNEL RESUME '' DAVID MANCINI I% &SONS.INC. DAVID MANCINI AND SONS , INC . NELSON LIBERTI II —SUPERINTENDENT Mr. Liberti, Pipeline Superintendent for David Mancini & Sons, Inc., has experience in Storm Water Pumps Stations, large diameter pipeline installations, roadway and infrastructure since 1993. Nelson oversees as pipeline superintendent for David Mancini & Sons, Inc. approximately $25 Million Dollars of projects per year. These projects include Construction/ design build, neighborhood improvements, sanitary sewers, water mains, force mains, drainage, storm water pump stations, directional drilling, jack and bores, and micro tunnels. Serving as Superintendent, Nelson Liberti II has successfully completed a long list of projects within an urban environment throughout South Florida that include Highlights: the installation of storm water pump stations. transmission water mains (PCCP & Pipeline, Roadway and DIP), transmission force mains (PCCP & DIP), sanitary sewers, storm sewers, Infrastructure construction jack and bores, micro tunnels, directional drills, roadways, sub-aqueous experience since 1993 crossings, and neighborhood improvement projects over the past two decades. Design Build experience since RELEVANT DESIGN/BUILD EXPERIENCE 2005 with an emphasis on large diameter PCCP and DIP Biscayne Point Neighborhood ROW Improvement Project (DMSI) transmission mains. Value: $17 Million OWNER/CONTACT: City of Miami Beach, FL (2014) Bruce Mowry (786) 759-8941 Registration / Certifications: ENGINEER: APCTE OSHA 10 Hour Training Role: Superintendent—This Design-Build Neighborhood Improvement Project Certification # 001909709 included the installation of over 24,000 LF of 8" to 16" DIP Water Main, and a OSHA Permit-Required Confined Drainage System consisting of over 8,500 LF of drainage collection from 18" to Space Entry 48" Diameter, (2) Storm Water pump stations, over 1,000 LF of 24" PVC OSHA 29 CFR 1910.146 Drainage Force main and 10 drainage wells. The project also included streetscape, landscape and lighting improvements in this neighborhood of over Hydrogen Sulfide Safety Course 1100 residents. OSHA 29 CFR 1910.1000 Fall Protection Course Alton Road 5th Street to Michigan Ave(FDOT T6290) OSHA Subpart M 1926.500-503 Value:$12 Million Miami Beach, Florida (2015) - Experience: Enrique Tamayo(786)999-9671 Superintendent: ENGINEER: GPI (FDOT) 2011 to Present Role: Superintendent—Project included construction of approximately 15,000 LF David Mancini & Sons, Inc. of water main ranging in sizes from 6"-20"; Storm Sewer ranging in sizes of 12"to 72"; (3) Storm Water pump stations located at 14th street, 10th street and Alton Pipeline Superintendent: • Road in Miami Beach, including but not limited to defender box, wet well, valve 2003 to 2011 vault, dissipator box, grate box and all miscellaneous piping, 36" Storm Water force main, removal of contaminated material; restoration of FDOT roadway; Ric Man International, Inc. Outfall connection to Biscayne Bay; box culverts and multiple deep excavations exceeding 20' in depth. The (3) storm water pump stations were design build for Pipeline Foreman: the FDOT. 2001 to 2003 Ric-Man International, Inc. CITY OF MIAMI BEACH—RFP 2016-042-KB DESIGN/BUILD SERVICES FOR STORMWATER PUMP STATION AT NORTHEAST CORNER OF CONVENTION CENTER DRIVE •� , �_� �' KEY PERSONNEL RESUME �- - DAVID NIANCNI &SONS.INC. NELSON LIBERTI II— SUPERINTENDENT City of Miami Beach Pump Station at 14th Street(DMSI) Value: $1.0 Million OWNER/CONTACT: City of Miami Beach, FL (2014) Brian Landis (954)218-7875 ENGINEER: GPI (Bergeron Land Development) Role: Superintendent—This Design-Build Project included the installation of (1) Storm Water Pump Station at the street end of 14th street and Biscayne Bay. Project included the installation only of wet well approximately 25' in depth, drainage defender box, grate box, valve vault, dissipator box and all miscellaneous piping. City of Miami Beach Pump Station at 10th Street(DMSI) Value: $1.0 Million OWNER/CONTACT: City of Miami Beach, FL (2014) Brian Landis(954)218-7875 ENGINEER: GPI (Bergeron Land Development) Role: Superintendent—This Design-Build Project included the installation of (1) Storm Water Pump Station at the street end of 10th street and Biscayne Bay. Project included the installation only of wet well approximately 25' in depth, drainage defender box, grate box, valve vault, dissipator box and all miscellaneous piping. Sweetwater Storm Water Improvements PHASE IIB (DMSI) Value: $6 Million OWNER/CONTACT: City of Sweetwater (2015) Eric Gomez, P.E.(305)-553-5457 ENGINEER: Craig Smith and Associates Role: Superintendent—Installation of about 6000 LF of storm sewer collection system, (2) Storm Water pump stations with capacity of 5500 GPM along a residential neighborhood. Including but not limited to road reconstruction, curb &gutter, outfall connections and electrical. Nautilus Neighborhood ROW Improvement Project(DMSI Forces) Value: $35 Million OWNER/CONTACT: City of Miami Beach, FL (2010) Mike Alvarez (786) 367-6109 ENGINEER: APCTE Role: Superintendent—This Design-Build Neighborhood Improvement Project included the installation of over 37,000 LF of 8" DIP Water Main, and a Drainage System consisting of over 17,000 LF of drainage collection from 18" to 66" Diameter, (6) Storm Water pump stations, over 5,000 LF of 24" PVC Drainage Force main and 46 drainage wells in this residential neighborhood. Prairie Avenue Drainage Improvement Project(DMSI Forces) Value: $2 Million OWNER/CONTACT: City of Miami Beach, FL (2010) Mike Alvarez (786) 367-6109 . ENGINEER: APCTE Role: Superintendent—This Design-Build Neighborhood Improvement Project included the installation of over 4000 LF of drainage collection ranging from 18" to 36" diameter and (1) Storm Water pump station in this residential neighborhood. CITY OF MIAMI BEACH—RFP 2016-042-KB DESIGN/BUILD SERVICES FOR STORMWATER PUMP STATION AT NORTHEAST CORNER OF CONVENTION CENTER DRIVE i '. .-.../.;r5.•', A '� 11 rte'i, "4;'''F L of t KEY PERSONNEL RESUME• I314 �� DAVID MANCINI ,• , ,- .c.SONS,INC. --. ;rjf% — -- — — • DAVID MANCINI AND SONS , INC JACK " BRUNO " ROTH —SAFETY MANAGER Mr. Roth (Bruno) has over 30 years experience in the construction industry specializing in OSHA safety and construction disciplines for major civil infrastructure projects including water main, storm water, wastewater, solid waste pipelines and treatment plant projects. He has experience at the local and a regional level for large scale projects requiring the coordination of various %_ ;+4).r construction disciplines and is knowledgeable in both private and public sector„*0 construction and OSHA safety requirements. Mr. Roth has been responsible for ` � r capital improvement development projects for treatment plants and potable t _ _ water distributions. Projects included sanitary sewer, storm water and water ,\ systems for Miami Dade, Monroe, Broward and Palm Beach Counties - _ EXPERIENCE: Norris Cut,Virginia Key, Florida 2015 Highlights: Role: Design-Build Safety Manager / Pipeline Superintendent. Design-Build 30 years of contractor experience in project included deep shaft excavation over 95', installation of ring beam, topper Infrastructure Construction with an slab, leveling slab, thrust wall and seal wall. In addition project included emphasis on water pipelines,sanitary installation of approximately 2,100 LF of 60” PCCP force main and 1,000 LF of sewer,storm water,treatment plants HDPE directional drill on Fisher Island pump stations Design Build and Safety Client: Nicholson Construction Company (MDWSD)( Eloy Ramos (412)715-3265 Registration/Certifications: Hollywood Water Main Replacement Program Phase III, Hollywood, Fl. 2015 AA Degree—Business Admin Role: Safety Manager / Pipeline Superintendent: Project consists of installing OSHA 10 Hour,Confined Space,Trench 3,330 LF of 16" PVC Water Pipe, 60,000 LF of 8" PVC Water Main, 2000 Safety, First Aid,Maintenance of Traffic Connections to meters, 1,000 rear service meter relocations, full lane ATSSA reconstruction and paving, and 1" asphalt overlay of projects limits. Construction had to contend with accommodating the needs of the residents obtaining Experience: easement agreements and scheduling with residences to access private property Safety Manager,Pipeline to relocate the water services from rear to front. Superintendent Client: City of Hollywood (Bob Wertz (954) 730-7824) 2015 to Present David Mancini&Sons,Inc. City of Oakland Park-Water Main Replacement-OPBWMR92010 2011 Role: Safety Manager/ Pipeline Superintendent: This contract was in preparation Safety Manager, Pipeline for a FDOT lighting project. The existing 6" ACP water main behind the sidewalk Superintendent was in conflict with the new installation needed to be relocated into the road by 2000 to 2015 the city. To accommodate the heaviest traveled road in Broward County, nigh Lanzo Construction Company time installation of a new 8" cement lined ductile iron water main was necessary. The total 8" DIP INSTALLED IS 6,000 LF along with 33 service connections and Pipeline Foreman 13 new fire hydrants. Surface restoration includes fill lane milling and paving, 1986-1990 thermoplastic striping, and replacing some sidewalk and curbing impacted by the Ric-Man International installation. Non rush hour lane closures were used to perform some of this work. Client: City of Oakland Park City of Marathon-Area 5, Marathon, Fl. 2011 Role: Safety Manager / Superintendent: This project was located in the City of Marathon in the Florida Keys. The scope of work included excavation in cap rock formation throughout the project for the installation of a new AirVac Vacuum sewage collection system and an onsite drainage collection system. The vacuum mains are installed in similar fashion as gravity mains in that they have a design slope. The AirVac installation included PVC DR21 Vacuum mains -51,315 LF of 4", 21.475 LF of 8", 4,100 LF of 10" main, and 460 EA vacuum valve pits. The drainage system included the installation of 306 EA 30" diameter Nyloplast catch basins feeding 43,232 LF of Perforated 18" HDPE Drainage pipe installed in exfiltration trenches. Also, 19 EA gravity drainage wells of various diameters from 8" up to 24" with concrete control structures. 1,800 LF of custom curb was installed to control surface water. Maintenance of traffic was critical to the success CITY OF MIAMI BEACH—RFP 2016-042-KB DESIGN/BUILD SERVICES FOR STORMWATER PUMP STATION AT NORTHEAST CORNER OF CONVENTION CENTER DRIVE • KEY PERSONNEL RESUME . = - DAVID lvIANCINI ,� r•�, &SONS INC. JACK " BRUNO " ROTH -SAFETY MANAGER of this project; 10.000 LF of the vacuum main was installed in the travel lane of US1, the only road in or out of the Keys. All this work was installed. Village of Wellington-Water Transmission Main Ext.3,Wellington, FL 2008 Role: Safety Manager / Pipeline Superintendent : This Project consisted of the installation of a Water Transmission Main extension for the Village of Wellington. The scope consisted of the installation of 15,600 LF of 16" PVC Pipe, 3,800 LF of 16" DI Pipe, 100 LF of 12" DI Pipe, 1,160 LF of 18" DR 11 HPDE, driveway restoration, curb and sidewalk installation, roadway restoration, landscaping, tree placement and 4,550 SY of horse trail Client: City of Oakland Park MD WASD S-828 Site Preparation Blackpoint, Miami Dade County 2008 Role: Safety Manager/Superintendent: This civil site construction project consisted of clearing and grubbing of organic material from the existing asphalt lined drying beds of the plant, excavation of existing fill material in various locations and replacing it with compacted select fill material. The installation of new parking areas with curbing and pavement, large retaining wall, drainage works, install dewatering pipes to the N&S pond areas for future dewatering operations, installation of electrical duct banks for future service, relocate existing utilities, and renovate existing parking areas. Remove existing structures & piping (demo) abandon existing sludge bed piping including capping and plugging of said lines. Furnish long lead Ductile iron fittings construction management trailers. Install new mains such as 793LF 20" DIP, 900 LF 8" PVC, 1,760 LF 8" DIP FM , 800 LF 12' WM (Potable) 780 LF 12" DIP Filtrate FM, 1950 LF 15" CMP Client: MDWSD S.S. Collection Small Dia-Limestone Creek Phase II-B#2002055, Palm Beach County, Fl. 2008 Role: Safety Manager/ Superintendent: This contract facilitated the installation of a new wastewater collection system fot the subdivision. Work consisted of clearing and grubbing, installation of a new lift station, 1,780 LF of 6" PVC FM, 1,300 LF of 8" PVC Water Main, 284 LF of 8" DIP WM, 60 LF of 24" PVC, the installation of 6,731 LF 8" PVC sewer at various depths, fire hydrant assemblies, landscaping & roadway restoration. Client: PBCWUD Palm Beach County-Northern Region WUD 05-061, Palm Beach County, Fl. 2007 Role: Safety Manager / Superintendent: This scope of work included the Installation of approximately 66,500 LF of a double barrel 24" FM and 20" FM, along the C-18 canal, Bee Line Hwy and Innovation Dr in Royal Palm Beach, West Jupiter. Also included in the scope of work were 2 directional drills (one 24" and one 30" HDPE, totaling 1,960 LF), 8 jack and bore crossings (casings ranging from 30" to 42" crossing railroad tracks and the Bee Line Hwy for a total of 1,400 LF) and in the industrial are at the end of Innovation Dr a Master Pump Station was also installed. In the SFWMD right of way several 60" CMP drainage out falls needed to be removed and replaced. Some pavement and surface restoration was performed such as pavement restoration and seeding and mulching of the right way. Client: PBCWUD Village of Wellington Water Main Extension Phase 2 Project No. 17-06/BMA,Wellington, Fl. 2007 This contract was for the installation of a water transmission main extension. The scope of work included the installation of 6,200 LF of 24" pipe (6,000' PVC and 200' DIP) the installation of a horizontal directional drill of 30" which was 700 LF crossing a major roadway. Some of the installation was along the C-17 Canal and 1,200 along the FPL Easement. Client: Village of Wellington Central Bayshore Neighborhood Improvement Project, Miami Beach, Florida 2011 Role: Project Safety Manager & Superintendent. This project is located in a residential neighborhood in the bustling Miami Beach Area. The challenges of this project are accommodating the residences needs while Maintaining traffic and material delivery coordination which are vital to this project. Work included 31.000 LF of 8" DIP water main, 14.000 LF of drainage 15"to 48" in diameter, 217 drainage inlet structures,6 drainage pump stations, and 12 drainage wells. Client City of Miami Beach (Jose Perez) CITY OF MIAMI BEACH—RFP 2016-042-KB DESIGN/BUILD SERVICES FOR STORMWATER PUMP STATION AT NORTHEAST CORNER OF CONVENTION CENTER DRIVE AA TA&P CONSULTING TRANSPORTATION ENGINEERS,CORP. RESUME ! DESIGN DIVISION ENGINEERS ---- ---- ---- - t • ARNELIO ALFONSO, P.E. PAGE 1/2 Design Project Manager Mr.Alfonso has over 29 years of experience on design of stormwater management systems.Mr.Al- fonso is currently in charge of the company's Water Resources Department. Mr.Alfonso has expe- ! rience in developing stormwater management system for several highway systems, including the j Florida Turnpike,SR 836,1-95 and SR 826.He has also designed drainage systems for several mu- nicipalities, including the City of Miami Beach, City of Miami and the Village of Biscayne Park. He has been involved in obtaining environmental permits associated with the proposed stormwater man- APCTE Tenure: 13 Years I agement systems.Among his most relevant projects are:Miami lntermodal Center(MIC)Drainage Industry Experience:29 years ; Master Plan, Nautilus and Lummus Neighborhoods Drainage Master Plans, Nautilus Neighborhood Office Location: Doral, FL Drainage Improvements;SR-826/SR 836 Interchange Drainage Master Plan,Bridge HydraulicAnaly- Availability:40% i sis of the NW 12 Ave. bridge over the Miami River. He is currently a member of the Florida Engi- neering Society(FES), and the Cuban-American Association of Civil Engineers(C-AACE). Education: Bachelor of Science in Civil Key Projects: Engineering, IPSJAE Havana, Cuba, 1985 j NAUTILUS NEIGHBORHOOD DRAINAGE MASTER PLAN,CITY OF MIAMI BEACH, FLORIDA Hydrology Course Client:City of Miami Beach(Jose A. Perez,P.E.305 673 7080).The Nautilus Neighborhood includes 1988 University of Madrid, all of the area from Arthur Godfrey Road on the South, Biscayne Waterway on the East, Biscayne Spain Bay on the West, and Surprise waterway on the north. The total area of the project is 112 Acres. Registration: I The proposed improvements included 6 stormwater pump stations with 37 injection wells,new catch 1998, Florida Professional ! basins and manholes new collection system with increase of the pipe diameters and 9 gravity wells. • Engineer No. 52566 SUNSET HARBOR PUMP STATION RETROFIT,CITY OF MIAMI BEACH,FLORIDA Experience: Client:City of Miami Beach(Jose A. Perez,P.E.305 673 7080). Drainage improvements consisting Senior Project Manager of the upgrade of two(2)pump stations,installation of four(4)injection wells,and connection of two November 2001 -Present (2)existing 18"overflow outfalls to the retrofitted systems in order to discharge emergency overflows APCTE Corp. to the intra-coastal and the Collins Canal. Project Manager: August 1996-October 2001 BISCAYNE BOULEVARD AT NE 17TH STREET PUMP STATION,CITY OF MIAMI,FLORIDA HNTB Corporation Client: Florida Department of Transportation District 6 (Ricardo Salazar, P.E. 305 470 7071). Drainage improvements consisted of the installation of a new stormwater system consisting of Project Engineer: i drainage wells with emergency overflow structures discharging into the existing outfall pipes.A April 1995-July 1996 I stormwater pump station and four(4) injection wells discharging in to an existing 42"pipe that dis- Biscayne Engineering I charges into Biscayne Bay were installed at the lowest area of the project.An overflow structure with a manually operated gate,which is opened in emergency conditions,was also installed. Professor: July 1985-March 1995 CRESPY,CITY OF MIAMI BEACH, FLORIDA Polytechnic University of i Client:City of Miami Beach(Jose A.Perez,P.E.305 673 7080).The Nautilus Neighborhood includes Havana I all of the area from Arthur Godfrey Road on the South, Biscayne Waterway on the East, Biscayne As a professor teaching Bay on the West, and Surprise waterway on the north. The total area of the project is 112 Acres. subjects related to Hydraulic The proposed improvements included 6 stormwater pump stations with 37 injection wells,new catch Engineering such as: basins and manholes new collection system with increase of the pipe diameters and 9 gravity wells. Hydrology, Hydrogeology, Drainage, Irrigation, Hydraulic Systems and Fluid Mechanic. i MIAMI INTERMODAL CENTER PUMP STATION, MIAMI, FLORIDA Client: Florida Department of Transportation District 6 (Ricardo Salazar, P.E. 305 470 7071). Stormwater Pump Station to serve the area north of the Miami Intermodal Canter(MIC),east of Le AipA&P CONSULTING TRANSPORTATION ENGINEERS,CORP. RESUME DESIGN DIVISION ENGINEERS ------ -- - --- --• ARNELIO ALFONSO, P.E. PAGE 2/2 Design Project Manager Jeune Road up to NW 37th Avenue and between NW 21st Street and NW 29th Street.The proposed improvements consisted of the in- stallation of a pump station discharging into an existing 60"outfall pipe,installation of 36 linear feet 48"storm drain pipe and an electrical generator next to the proposed pump station. PRAIRIE AVENUE—DADE BOULEVARD TO W.23RD STREET DRAINAGE,CITY OF MIAMI BEACH,FL Client: City of Miami Beach(Jose A. Perez, P.E.305 673 7080). Project Manager responsible for project consisting drainage analysis of a segment of Prairie Avenue, from Dade Blvd to W 23rd St, adjacent of Miami Beach Senior High School. The project area is located within Basin 76 of the City of Miami Beach.The proposed improvements included a pump station system with injection wells and a new collection system.The total drainage area encompasses 9.05 Ac. WATER AND SEWER IMPROVEMENTS FOR CUTLER RIDGE, MIAMI-DADE COUNTY,FL Client: M-D WASD (Reynaldo Abreu 786 552 8161).As Project Manager, Mr.Alfonso was responsible for design of 14,000 LF of 12-in WM, 2,700 LF of 16-in WM. Project consists of three Basins one where Pump Station 751 is being replaced,the second where a new pump station will be created,and third, Pump Station 531 will be upgraded.As well as 31,550 LF of various sized force mains are to be designed. WASHINGTON AVENUE IMPROVEMENTS PHASES II, IV&V-MIAMI-DADE COUNTY, FL Client:City of Miami Beach(Charles Carreno, P.E.305 673-7000). Project Manager responsible for this project consisting of preparation of construction documents(plans and specifications)for the following improvements: milling & resurfacing, new gravity drainage wells, sanitary sewer capacity improvements which consist of pipe/manhole up-sizing.The proposed improvements include new catch basins, new collection system and 28 gravity wells that will work in addition to the existing system with several interconnects that will maximize treatment and flood attenuation.Also responsible for the office administration construction progress activities related to the construction of this right-of-way improvement project. SR-826/SR 836 INTERCHANGE,SECTION 5,MIAMI-DADE COUNTY, FL. Client:FDOT District VI(Ali Toghiani,P.E.305 470 5343).As Project Manager,responsible for the design of the proposed drainage system for the entire interchange.This project includes more than 600 drainage structures that will serve one of the biggest and most important interchanges in Miami-Dade County. Mr Alfonso also assisted in providing consultation services to the FDOT during the planning and design of the proposed drainage systems. SR 836-02 DRAINAGE MASTER PLAN, MIAMI-DADE COUNTY,FL. Client: M-D Expressway Authority(MDX) (Juan Toledo, P.E. 305 637-3277).The project consists of developing a drainage master plan for a section of the SR 836,just south of the Miami International Airport.The task also included applying and obtaining a conceptual ERP and review final plans developed by other consultants for the different segments of the project. MIAMI INTERMODAL CENTER(MIC)STORMWATER MANAGEMENT MASTER PLAN, Miami-Dade County, FL.Client: FDOT District VI(Gary Donn, P.E.305 470 5145).As Project Manager of the development a Stormwater Management Master Plan. The MIC is a multimodal transportation facility, which link Metrorail,Amtrak, Tri-Rail, High Speed Train and Metrobus.The total area of the project is 742 Acres,which includes the SR 836/SR 112 Interconnector, Mic Core, Rental Car Facilities, MIC/MIA Connector and Baggage Tunnel. Agip A&P CONSULTING TRANSPORTATION ENGINEERS,CORP. RESUME '1 DESIGN DIVISION E N G I N E E R S - - - ® LAZARO FERRERO, P.E. -PAGE 1/2_ Senior Project Engineer As senior project engineer, in charge of stormwater management systems and design of several Water&Sewer Projects.Mr.Ferrero has over 28 years of engineering experience in civil engineering, including major drainage systems, stormwater pumping stations, pipe networks, water main, force I main,hydraulic and structural design, and computer programming for engineering. Mr. Ferrero has j been responsible for the design of several Stormwater management Projects in Miami-Dade and Broward Counties.Among his most relevant projects are:MIC Stormwater Management Master APCTE Tenure: 10 Years Plan; Rental Car Facility Drainage System Design; Washington Avenue Improvements;Nautilus Industry Experience:28 Years Neighborhood Drainage Master Plan;SR-826/SR 836 Interchange;SR-5(US-1)/Biscayne Boule- Office Location: Doral, FL yard, from NE 15th Street to NE 35th Terrace;SR-836/Corridor from East of NW 72nd Avenue to Availability:35% NW 32nd Avenue;NW 138th Street/W. 84th Street Water and Sewer Improvements and NW 57th Education: Avenue/W. 4th Avenue Water Main Relocation. Mr. Ferrero is currently a member of the Florida Bachelor of Science-Civil I Engineering Society(FES). Engineering, 1985. Polytechnic University of Havana, Cuba KEY PROJECTS Registration: NAUTILUS NEIGHBORHOOD DRAINAGE MASTER PLAN,CITY OF MIAMI BEACH, FLORIDA 2001, Florida Professional Client:City of Miami Beach(Jose A.Perez,P.E.305 673 7080).The Nautilus Neighborhood includes Engineer No. 58025 all of the area from Arthur Godfrey Road on the South, Biscayne Waterway on the East, Biscayne Experience: Bay on the West, and Surprise waterway on the north. The total area of the project is 112 Acres. Senior Project Engineer The proposed improvements included 6 stormwater pump stations with 37 injection wells,new catch • March 2004-Present APCTE ' basins and manholes new collection system with increase of the pipe diameters and 9 gravity wells. Senior Project Engineer, in charge of water and sewer SUNSET HARBOR PUMP STATION RETROFIT,CITY OF MIAMI BEACH,FLORIDA system design. Client:City of Miami Beach(Jose A. Perez, P.E.305 673 7080). Drainage improvements consisting Project Engineer of the upgrade of two(2)pump stations, installation of four(4)injection wells,and connection of two Nov.2000-March 2004 (2)existing 18"overflow outfalls to the retrofitted systems in order to discharge emergency overflows HNTB Corporation to the intra-coastal and the Collins Canal. Project Engineer for the Miami office BISCAYNE BOULEVARD AT NE 17TH STREET PUMP STATION,CITY OF MIAMI, FLORIDA Project Engineer Client: Florida Department of Transportation District 6 (Ricardo Salazar, P.E. 305 470 7071). Jul 2000—Nov.2000 Drainage improvements consisted of the installation of a new stormwater system consisting of EAC Consulting Engineer drainage wells with emergency overflow structures discharging into the existing outfall pipes.A Drainage Engineer for the stormwater pump station and four(4) injection wells discharging in to an existing 42"pipe that dis- Miami office, in charge of charges into Biscayne Bay were installed at the lowest area of the project.An overflow structure Drainage design. ( with a manually operated gate,which is opened in emergency conditions,was also installed. Senior Project Engineer July 1993-March 1995 CRESPY,CITY OF MIAMI BEACH, FLORIDA Irrigation and Drainage ; Client:City of Miami Beach(Jose A.Perez,P.E.305 673 7080).The Nautilus Neighborhood includes Institute Havana,Cuba. i all of the area from Arthur Godfrey Road on the South, Biscayne Waterway on the East, Biscayne Engineer in charge of project Bay on the West, and Surprise waterway on the north. The total area of the project is 112 Acres. management of mayor The proposed improvements included 6 stormwater pump stations with 37 injection wells,new catch projects performed for the Ministry of Agriculture and the I basins and manholes new collection system with increase of the pipe diameters and 9 gravity wells. DOT in Havana, Cuba. MIAMI INTERMODAL CENTER PUMP STATION, MIAMI, FLORIDA Client: Florida Department of Transportation District 6 (Ricardo Salazar, P.E. 305 470 7071). �� A&P CONSULTING TRANSPORTATION ENGINEERS,CORP RESUME DESIGN DIVISION E N G I N E E R S - - - - - ■ LAZARO FERRERO, P.E. PAGE 2/2 Senior Project Engineer Stormwater Pump Station to serve the area north of the Miami Intermodal Canter(MIC),east of Le Jeune Road up to NW 37th Avenue and between NW 21st Street and NW 29th Street.The proposed improvements consisted of the installation of a pump station discharging into an existing 60"outfall pipe, installation of 36 linear feet 48"storm drain pipe and an electrical generator next to the proposed pump station. PRAIRIE AVENUE—DADE BOULEVARD TO W.23RD STREET DRAINAGE,CITY OF MIAMI BEACH,FL Client:City of Miami Beach(Jose A.Perez,P.E.305 673 7080).Senior Project Engineer responsible for project consisting drainage analysis of a segment of Prairie Avenue,from Dade Blvd to W 23rd St,adjacent of Miami Beach Senior High School. The project area is located within Basin 76 of the City of Miami Beach.The proposed improvements included a pump station system with injection wells and a new collection system.The total drainage area encompasses 9.05 Ac. WATER AND SEWER IMPROVEMENTS FOR PERRINE CUTLER RIDGE, MIAMI-DADE COUNTY, FL Client: M-D WASD(Reynaldo Abreu 786 552 8161).As Senior Project Engineer, Mr. Ferrero was responsible for design of 14,000 LF of 12-in WM, 2,700 LF of 16-in WM. Project consists of three Basins one where Pump Station 751 is being replaced, the second where a new pump station will be created,and third, Pump Station 531 will be upgraded.As well as 31,550 LF of various sized force mains are to be designed. WASHINGTON AVENUE IMPROVEMENTS PHASES II, IV&V-MIAMI-DADE COUNTY,FL Client:City of Miami Beach(Charles Carreno,P.E.305 673-7000).Senior Project Engineer responsible for this project consisting of prepa- ration of construction documents(plans and specifications)for the following improvements: milling & resurfacing, new gravity drainage wells, sanitary sewer capacity improvements which consist of pipe/manhole up-sizing. The proposed improvements include new catch basins, new collection system and 28 gravity wells that will work in addition to the existing system with several interconnects that will maximize treatment and flood attenuation.Also responsible for the office administration construction progress activities related to the con- struction of this right-of-way improvement project. SR-826/SR 836 INTERCHANGE, SECTION 5,MIAMI-DADE COUNTY,FL. Client:FDOT District VI(Ali Toghiani, P.E.305 470 5343).As Senior Project Engineerr,responsible for the design of the proposed drainage system for the entire interchange.This project includes more than 600 drainage structures that will serve one of the biggest and most im- portant interchanges in Miami-Dade County. Mr Alfonso also assisted in providing consultation services to the FDOT during the planning and design of the proposed drainage systems. SR 836-02 DRAINAGE MASTER PLAN, MIAMI-DADE COUNTY, FL. Client: M-D Expressway Authority(MDX) (Juan Toledo, P.E. 305 637-3277). The project consists of developing a drainage master plan for a section of the SR 836,just south of the Miami International Airport.The task also included applying and obtaining a conceptual ERP and review final plans developed by other consultants for the different segments of the project. MIAMI INTERMODAL CENTER(MIC)STORMWATER MANAGEMENT MASTER PLAN, Miami-Dade County,FL.Client: FDOT District VI(Gary Donn,P.E.305 470 5145).Senior Project Engineer responsible for the development a Stormwater Management Master Plan.The MIC is a multimodal transportation facility,which link Metrorail,Amtrak,Tri-Rail,High Speed Train and Metrobus.The total area of the project is 742 Acres,which includes the SR 836/SR 112 Interconnector, Mic Core, Rental Car Facilities, MIC/MIA Connector and Baggage Tunnel. Agip A8P CONSULTING TRANSPORTATION ENGINEERS,CORP. RESUME ENGINEERS _-.DESIGN UI- --- -- • EDUARDO MARTINEZ, P.E. PAGE 1/2 Senior Electrical Engineer 47 7 `i1 Mr.Martinez, as Department Manager,has more than 39 years of experience in the Electrical Engi- i neering field.His experience ranges in the Electrical/Lighting Design of Roadway, Lift Station Facil- _ ities, Waste Water Treatment Plants, Co-Generation Facilities, Commercial,Industrial, Health Care, Y i Shopping Centers, Condominiums, etc.As part of his experience Mr. Martinez has worked as De- signer of Record in projects such as: Total New lighting for the SR-826/SR-836 Interchange, MD SWASD North District Waste Water Treatment Plant, M-D WASD South Dade Waste Water Treat- ment Plant,as well as Lift Station with emergency generator design for Miami-Dade County and the APCTE Tenure: 10 Years City of Miami. Industry Experience:39 Years Office Location: Doral, Fl. KEY PROJECTS: Education: SR-826/SR-836 INTERCHANGE ELECTRICAL DESIGN, MIAMI-DADE COUNTY, FL. University of Havana, Higher October 2009—On-Going.Client:FDOT District VI/BCC Engineering. Role:Electrical/Lighting En- Polytechnic Institute,School of gineer of Record.The project consisted of several levels of ramps providing proper connections be- Engineering and Architecture tween both expressways. This required a new lighting system for SR-826, from S.W.4th Street to Cuba, 1973—1979 N.W. 22nd Street, and for SR-836, from N.W. 87th Avenue to N.W. 57th Avenue. Due to the con- struction of new on and off ramps,additional lighting was installed on impacted side streets including, Registrations: but not limited to,Flagler Street and 87th Avenue.The new lighting system consisted of a combination Licensed Electrical Engineer, ! of High Mast Lighting and Conventional lighting poles with mounting heights between fifteen and ISPJAE-University of Havana, forty-five feet along both highways and more than one hundred under bridge deck luminaires.The Cuba(1979) entire lighting system required twelve service points with an average of 200 amps each,and it was designed to comply with FDOT and MDX lighting design criteria.Special conditions and considera- Registered Professional Elec- ; tions were given to design the section of SR-826 in the vicinity of Miami International Airport to trical Engineer-Florida(1997) ( comply with Federal Aviation Authority regulations. Project Location: Miami-Dade County. Contact: No.52023 Ali Toghiani, P.E.(305)470-5343. Experience: N.W.87TH AVENUE INTERCHANGE RECONSTRUCTION, MIAMI-DADE COUNTY,FL. October 2011 -On Going.Client:MDX.Role:Electrical/Lighting Engineer of Record.Scope of Work: Senior Project Manager The SR-836/NW 87th Avenue Interchange reconstruction is the final piece necessary to complete March 2005-Present the Section 5 Master Plan.The project will complete the system to system connections for the west- A&P Consulting Transportation em portion of SR-836 connecting to SR-826 and provide the ultimate capacity improvements along Engineers, Corp. Miami, the SR-836 mainline. In addition the project will provide significant traffic operations and safety im- Florida provements for the interchange and the surrounding arterial network.The goal is to improve the ac- cess from the arterial network onto the expressway and thus relieving the arterial grid, in particular Project Manager/Engineer the intersection of NW 87th Avenue and NW 12th Street.For structures,the project includes the re- July 2000-March 2005 placement of all the SR-836 bridges over 87th Avenue as well as permanent and temporary retaining HNTB Corporation walls,overhead span and cantilever sign structures, ITS implementation,mast arm structures,sound walls and special structures and a new curved flyover bridge over NW 12th Street and WB SR-836. Contact:Gil Portella, P.E. (305)551-2800. 1-75 SEGMENT E FROM NORTH OF GRIFFIN RD TO 1-595 INTERCHANGE, DESIGN BUILT PROJECT. BROWARD COUNTY. December 2013—On Going. Client: FDOT District 4. Role: Electrical/Lighting Engineer of Record. Scope of Work:This project consists to design and construct two new express lanes and four General Purpose Lanes for each bound of the 1-75 which will be connected with the similar corridors in the 1-595.As part of this effort,dedicated electrical service points have been designed feeding respec- tively the new express lanes and general purpose lanes.Contact:Vanita Saini,P.E.(954)486-1400. Agip A&P CONSULTING TRANSPORTATION ENGINEERS,CORP. RESUME ENGINEERS _ DESIGN DIVISION I • EDUARDO MARTINEZ, P.E. PAGE 2/2 Senior Electrical Engineer DESIGN-BUILD OF 1-95 MANAGED LANES FROM SR-112 TO IVES DAIRY ROAD, MIAMI, FL. Client: FDOT District VI /C3TS (Walfrido Pevida, P.E. Project Manager(305) 445-2900). Mr. Martinez was the Electrical Engineer of Record for this project. He prepared Construction Documents(plans and specifications)for this widening project. For that objective Mr. Martinez had to provide power for the lighted signs and DMS signs along the corridor. In enhancing the corridors mobility options for mo- torists and transit users, FDOT planned a Pilot Project to provide Managed Lanes on 1-95,from 1-395 in Miami-Dade County, to 1-595 in Broward County. This involves the conversion of the existing High Occupancy Vehicle Lanes (HOV) to limited access managed lanes called the'95 Express'.At a cost of$122 Million,the project includes the portion of 1-95 between SR 112(also known 1-195 and the Airport Expressway) and the Golden Glades Interchange. The project includes re-striping 1-95 and modifying shoulders to provide two 11-foot Express Lanes and four 11-foot regular travel lanes in each direction, installing electronic Open Road Tolling(ORT)equipment similar to that already in use along SR 836 and the Florida Turnpike; implementing ITS-related equipment including electronic message signs and ramp signals. 1-95 BROWARD ITS POWER UPGRADE, BROWARD COUNTY. Client: FDOT District VI FN 421886.1.52.01 (Rudi Batz, PE 954.776.3400). Mr. Martinez was the Senior ITS-Electrical Technical Support for this project. Project cost of$1.4 Million,it included a power distribution system and back-up power generation system including all an- cillary components within the 1-95 limited access right-of-way in Broward County(25.7 miles in length). Mr. Martinez provided technical support to guarantee the installation of Service Points,Separately Derived Grounding Systems,conductors,conduits,grounding connec- tions,generator system installation,ITS devices(media converter,device server,Ethernet switch,etc.)installation,disconnecting means, lightning arresters, pull boxes, splices, etc. to comply with Electrical Codes and FDOT Standards. Eduardo participated and provided comments in all the Design submittals, Design Workshops and reviewed all the Shop Drawings. SR-9161 NW 138TH STREET FROM W 12TH AVE.TOW 4TH AVE.,HIALEAH, FL. Client:FDOT District VI/City of Hialeah(Jose Rodriguez,P.E.Project Manager(305)556-3800).Mr.Martinez was the Electrical Engineer of Record for this project.He prepared Construction Documents(plans and specifications)for this reconstruction project.For that objective new controllers and ITS wiring were design,tested and installed. Mr. Martinez,consequently had to analyze,design and implement the ITS system to a real-time intelligent transportation system;he coordinated with the manufacturers equipment specification with the proposed design. ITS wiring was designed,tested and installed. SR-1121 AIRPORT EXPRESSWAY TOLL PLAZA CONVERSION,MIAMI,FLORIDA Client: Miami-Dade Expressway Authority(MDX)(Sergio Besu (305)553-8094). Mr. Martinez was the Electrical Engineer of Record for this project.He prepared Construction Documents(plans and specifications)for this Toll Plaza.This toll plaza conversion project included the conversion of the existing two sun-pass lanes from dedicated to express lanes.For that objective new controllers and ITS wiring were designed,tested and installed.At the same time new controllers were integrated to the clean power system and to the emergency power system. Mr. Martinez,consequently analyzed and PALMETTO TRACTION POWER SUB STATION, MIAMI, FLORIDA Client: M-D Transit Beg. Date- End Date: 10/2011 — 11/2013. Project Length: 0.25 miles. Project Role: Engineer of Record. Scope of Work:To provide Miami-Dade Transit(MDT)a new Traction Power Substation(TPSS)to both enhance current Metrorail operations per- formance and to support the new Metrorail vehicles.The TPSS is located on MDT property adjacent to the Palmetto Metrorail Station and will support all traction power requirements between the Palmetto and Okeechobee Stations. Two new dedicated 13.2 kV feeders from Florida Power and Light(FP&L)will be provided to power the new TPSS and also provide new redundant 480 V AC power to the Palmetto Metrorail Station by replacing the existing FP&L 25kV system.The project was delivered using the design-build method with A&P being the prime designer for this project.A&P Developed and provided 100%design drawings and specification in full compliance with the MDT Compendium of Design Criteria,the latest edition of building codes,life safety codes,fire regulations,zoning ordinances and other Gov- ernmental Rules that were applicable.The design provided civil,structural,mechanical,electrical,plumbing,traction power electrification, communications(Cyberlock, CCTV, SCADA,and Radio), lightning protection,and fire/intrusion protection. . Agip A&P CONSULTING TRANSPORTATION ENGINEERS,CORP. R ES U M E ENGINEERS DESIGN DIVISION 1 • OSMANY ALFONSO, P.E. PAGE 1/2 Senior Structural Engineer Q Mr.Alfonso's 19 years of experience as project manager and project engineer have included all phases of transportation bridge projects including design,planning,and constnaction/post design service assignments. I Mr.Alfonso's bridge design experience includes curved steel box girder bridges,curved and skewed steel plate girder bridges,Florida I-Beam(FIB)concrete bridges,cast-in-place flat slab bridges,pedestrian bridges, precast flat slab bridges,post tensioned substructures,miscellaneous roadway structures,bridge widening and rehabilitation,bridge retrofits,and bridge load ratings. Planning assignments have included preparation of Bridge Development Reports,Bridge Feasibility Studies and Bridge Analysis Reports for PD&E Studies. APCTE Tenure: 3.5 Years Post Design Services assignments have included management of post-design services,structural field in- Industry Experience: 16 Years !; spections,shop drawing review,and design support during construction of bridge projects. Other assign- Office Location: Doral, FL ments have included the design of soil anchored steel sheet pile retaining wall,precast panel wall design for geo-foam embankments,concrete counter-fort walls,tie back bulkhead wall systems.Mr.Alfonso has Registration: served as Project Engineer for the design of over 50 bridge sites for the FDOT, Expressway Authorities, 2004, Florida Professional and various public agencies. Engineer No. 61601 KEY PROJECTS Education: NW 36TH BRIDGE REPLACEMENT,MIAMI,FORIDA: Bachelor of Science Client:FDOT DistnctVI.Role:Engineer of Record.Begin-End Date:12/2012—On-going.Contract Amount: Civil Engineering, December 1995, Florida International $7000,00. Scope of Work:This contract included two distinct projects. Project 425979-1-52-01 includes milling&resurfacing, median modifications,sidewalk,and ADA ramp construction along NW 36th Street. University, Miami, Fl. The limits of this project go from about 120 ft.west of Lee Drive to just east of Coolidge Drive. Project 418065-2-52-01 include major reconstruction including the replacement of the N.W.36th Street bascule Experience: bridge over the Miami Canal,as well as milling and resurfacing,drainage,lighting,signalization,and minor intersection modifications of NW 36th Street at N.W. South River Drive and NW North River Drive.This Bridge Design Quality Control j project entails replacing a functionally obsolete Hanover Bascule Bridge crossing the Miami Canal C-6 with Manager,June 2012 to two fixed concrete bridges.Reference:Ali Toghiani(305)470-5343. Present:A&P Consulting Transportation Engineers, I SR-836 AND N.W.87TH AVENUE INTERCHANGE,MIAMI,FLORIDA: Miami, FL. ! Client:Miami-Dade Expressway Authority.Role:Engineer of Record.ContractAmount:$5.5 M.Begin-End Date:October 2011/On-Going.Scope of Work: For structures,APCTE was responsible for the design of Structures Design Project Bridges 1,5&6. Badge 1 (WBCD over NW 87th Avenue)is a simple span badge with a length of 181'. Bridge 5(SR 826 Ramp Over NW 87th Avenue)is a two-span badge with a curved deck having a radius Manager, March 2005 to May of 4,374'and span lengths of 168.25'and 182.25'. Bridge 6(WBCD Over NW 87th Avenue Ramp)is simple 2012:C3TS, Coral Gables, span with a skew of 29 degrees and a span length of 72 ft. Bridge Development Reports will be prepared FL. for all bridges to determine the optimum configuration of the different components of the superstructure, substructure and foundations.A competitive alternative consist of precast pre-stressed FIB girders for the Project Engineer, superstructure and reinforced concrete hammerhead piers for the substructure of the two-span badge. The November 2002 to March foundation will consist of precast pre-stressed piles. In addition,we will design the MSE walls associated 2005:Sanchez,Zeinali and • with these bridges as well as overhead span and cantilever sign structures. Reference:Gil Portela,P.E. Associates, Miami, FL. (305)551-8100.Email:gportelal @hntb.com. SR 8261SR 836 INTERCHANGE RECONSTRUCTION,MIAMI-DADE COUNTY,FL.: Bridge Engineer, Client:FDOT District VI/MDX.Corridor Lenght:N/A.Scope of Work:Design-Build project to support the re- August 1998 to November construction of this$560 million,four-level interchange in the heart of Miami-Dade County. Engineer of 2002: Beiswenger, Hoch& ! Record responsible for concrete and steel badges, including a skewed and curved two-span steel plate Associates, Miami, FL. girder bridge along the East to South Ramp(Bridge 12)and the eastbound CD(Bridge 20)utilizing FIB-72 girders on spans approaching 180 feet. The project includes the reconstruction of approximately 2 miles of SR 826 from SW 8th Street to NW 25th Street and approximately 3 miles of SR 836 from NW 87th Avenue to NW 57th Avenue to provide 5 lanes in each direction along the mainline plus the introduction of - - Agip A&P CONSULTING TRANSPORTATION ENGINEERS,CORP. RESUME ENGINEERS DESIGN DIVISION • OSMANY ALFONSO, P.E. PAGE 2/2 Senior Structural Engineer EBCD and WBCD roads along SR 836. The job includes the construction of 47 new bridges that include 7 steel bridges,36 Florida I-beam bridges and 4 segmental bridges. Other improvements include retaining walls,lighting,sound walls,canal relocation,utilities JPA plans,signal nation,new signing and pavement markings,new ITS,and special aesthetic features. Extensive stakeholder coordination is required with FDOT,MDX,MDC Water&Sewer,utility owners,the Miami International Airport,CSX Transportation,DERM,and SFWMD.Performed Bridge Load Rating Calculations during the final design phase of the project.Contact Information:Ali Toghiani,P.E.(305)470-5343. 1-95 TO TURNPIKE CONNECTOR RAMP WIDENING,MIAMI-DADE COUNTY,FDOT DISTRICT VI Corridor Lenght:0.5 miles. Project Role: Engineer.of Record.Scope of Work:The main objective of this Design-Build project is to improve the safety and traffic operations in the northbound direction at the Golden Glades Interchange where 1-95 connects to Florida's Turnpike.The proposed improvements consist of the design and construction of an auxiliary lane on the 1-95 northbound connector ramp from the northbound US 441 on ramp to the SR 826 westbound exit ramp. The addition of the parallel auxiliary lane will reduce congestion through elimination of the short taper from the US-441 loop ramp. The proposed work includes widening three bridges and approach roadways: Bridge No.870245 at US 441/SR 7, Bridge No.870380 at CSX railroad and Bridge No.870601 at SR 826. Engineer of Record responsible for the widening of Bridge 870601 which comprises a steel superstructure using rolled steel beam profiles. The proposed widening required the addition of two girder lines using W30x191 shapes with channel type diaphragms supported in hammerhead piers.Other design responsibilities included the design of the 25-ft high abutment wall/foundation on bridge 870380 utilizing counter-fort members to withstand the high lateral earth pressures.Extensive post-design coordination with contractor and steel fabricator was vital for the successful completion of the steel bridge widening.Performed Bridge Load Rating Calculations during the final design phase of the project.FDOT Contact Information:Jason Chang,P.E.(305)470-5331.(June 2010—July 2011). SR-911-95 ST.LUCIE/INDIAN RIVER COUNTY LINE TO NORTH OF SR 60/OSCEOLA BLVD, FDOT DISTRICT IV Project Role: Engineer of Record. Begin-End Date: May 2011-July 2012. Corridor Length: 6.8 miles. Scope of Work: This Design-Build project involves 6.8 miles of 1-95 mainline widening from 4 to 6 lanes,the reconstruction of the SR 60 Interchange,and the replacement of existing bridges at three locations:4th Street,90th Avenue and SR60/Osceola Blvd. Engineer of Record for the proposed bridges at 90th Avenue&SR 60 which consist of two-span FIB-72&FIB-45 superstructures supported on multi-column concrete frame piers respectively. Responsible for the preparation and supervision of construction plans, structural calculations and quality control. The proposed bridges required phase construction in three MOT stages using a combination of anchored temporary sheet pile walls and temporary MSE wire face walls.The 1-95 Bridge Over 90th Avenue in particular,required a severe skew of 60 degrees for compatibility with the roadway alignment along 90th Avenue. The severe skew presented multiple complexities in the design and detailing of the bridge deck, the design of the bearing pads and the permanent MSE walls.Performed Bridge Load Rating Calculations during the final design phase of the project.FDOT Contact Information:Anson Sonnett, P.E.(954)777-4474. 1-95 EXPRESS LANES(FROM SOUTH OF SR 112 TO NORTH OF SR 826),MIAMI-DADE COUNTY,FDOT DISTRICT VI Corridor Lenght: 10 miles.Project Engineer for this Design-Build project which includes re-striping 1-95 and modifying shoulders to provide two 11- foot Express Lanes and four 11-foot regular travel lanes in each direction;installing electronic Open Road Tolling(ORT)equipment similar to that already in use along SR 836 and the Florida Turnpike;implementing Intelligent Transportation System(ITS)-related equipment including electronic message signs and ramp signals;widening several bridges along 1-95 in the vicinity of SR 112 and modifying existing on and off ramps between I- 95 and SR 112 to accommodate the new Express Lanes; modifying storm water drainage;and converting the NW 10th Avenue on ramp to northbound 1-95 to a dedicated Express Lane. Specifically responsible for the replacement of four AASHTO spans with two curved steel plate girder spans on the North-to-East and South-to-West ramps connecting 1-95 to 1-195 and SR-112. Responsible for the extensive substructure re- habilitation to pier 10 was necessary to accommodate the new steel superstructure which required girders of variable depth to satisfy vertical clear- ance.Additional responsibilities included the design of Pier 20 involving a cantilever post-tensioned pier built in stages to replace an existing three column frame pier.Other responsibilities included the complex design of Piers 21 &22 in which a new post-tensioned two-column concrete frame pier was connected to an existing steel straddle substructure cap beam by means of a field splice utilizing a combination of high strength bolts,post- tensioned threadbars and splice plates with shear connectors. Performed Bridge Load Rating Calculations during the final design phase of the project.As part of the post-design phase,performed detailed structural inspections during the construction of piers 20,21 &22.The inspected com- ponents included piles caps, piers caps, post-tension layout and pier columns. FDOT Contact Information:Jason Chang, P.E. (305)470-5331. (January 2008—December 2010). Craig A. Smith &Associates, Inc. Engineers• Surveyors•Subsurface Utility Engineering• 3D Subsurface Imaging• Utility Coordination WILLIAM H . LANDIS , P . E . SENIOR SUPERVISING ENGINEER Mr. Landis has over 50 years of experience in the engineering field with a primary focus in mechanical engineering. -ti Responsible for the design and operations of municipal water and wastewater utility systems - as well as stormwater systems and pump station design projects. Responsible for the design f 4L of water distribution and wastewater collection systems, lift stations and controls, improvement plans for gas, water, sewer, paving, drainage and all engineering related to municipal and land development improvements. Responsible,for utility system computer analysis and modeling, developing rate structures, rates and charges for utility systems, Areas of Expertise preparing developer agreements, utility acquisitions, utility atlas, network analysis, utility Project Management rehabilitation, utility financing and all aspects of utility design and general utility consulting Mechanical Engineering work. Computer Design, Modeling & Analysis Selected Relative Experience: Water & Wastewater Stormwater Pump Stations (East, Central and West) - Tamarac, Florida. Planning, Instrumentation & Controls Pipeline Design design, permitting, preparation of construction plans and contract documents, bidding and Pump Station Instrumentation & construction management services. Controls Utility Financing Master Sewer Pump Station Rehabilitation Conversion • Village of Bal Harbour, Rate Studies Florida. Design, permitting, preparation of construction plans and contract documents, Facility Planning bidding,construction management and construction observation. Education Bachelor of Science— Master Sewer Plan - Pembroke Park, Florida. Perform site inspections, system analysis Mechanical Engineering, and modeling of force main network to develop overall sanitary sewer master plan to Drexel University identify sewer improvements and costs. CEU's—On going Licensure Stormwater Pump Station - Village of Bal Harbour, Florida. Planning, design, Florida Licensed Professional permitting, bidding,construction management and construction observation services. Engineer—PE No. 47801 Water and Sewer Improvements Pahokee, Florida. Design, preparation of Affiliations construction plans and contract documents, assistance during bidding, construction American Water Works management,construction observation and assistance in securing funding for the project. Association (AWWA) Port LaBelle Water Treatment Plant Improvements- Hendry County, Florida. Design, preparation of construction plans and contract documents, assistance during bidding, construction management and construction observation services. Port LaBelle Water Distribution Expansion - Hendry County, Florida. Preliminary master planning and modeling of water distribution network for the entire Port LaBelle area. Final design, preparation of construction plans and contract documents, permitting, assistance during bidding, construction management and construction observation services. CITY OF MIAMI BEACH—RFP 2016-042-KB DESIGN/BUILD SERVICES FOR STORMWATER PUMP STATION AT NORTHEAST CORNER OF CONVENTION CENTER DRIVE - - Craig A. Smith &Associates, Inc. Engineers•Surveyors•Subsurface Utility Engineering•3D Subsurface imaging• Utility Coordination ORLANDO A . RUBIO , P . E . SENIOR SUPERVISING ENGINEER Mr. Rubio has over 25 years of experience in the engineering field with a primary focus in the water resources engineering. i + ,;et4 Y Responsible for the development of project scopes, stormwater master plans, Federal Grant ' iud:; applications, advanced stormwater modeling using ICPR, HEC-RAS & CHAN modeling software programs, construction plans of various surface water management systems in accordance with established criteria, engineering principles, and normal construction practices, development of environmental resources permit packages and permit agency coordination. Conduct field & office visits with clients, permitting agency staff, and other Areas of Expertise project coordination as necessary. Conducts plan and engineer reviews for compliance for Project Management Municipal Clients. Hydrology/Hydraulics Computer Modeling Stormwater Master Plan Selected Relative Experience: Environmental Resource Permitting FEMA—Letter of Map Revisions City of Sweetwater Stormwater Improvements (Phase I, IIA, III, & IV) - Miami-Dade FEMA Hazard Mitigation Grant County, Florida.As Engineer of Record, designed and permitted stormwater improvements Program within an area of significant historical flooding concerns. Improvements included the design FEMA Pre-Disaster Mitigation of stormwater gravity collection systems with 8 stormwater pumping stations designed by Competitive Grant Program other CAS staff. Performed computer modeling for each phase. Provided Construction Estimating/Bidding Services Engineering Services as requested by the City's CEI firm. Constructability Reviews NPDES City of Sweetwater Stormwater Improvements (Phase IIB) - Miami-Dade County, Education Florida.As Engineer of Record, designed and permitted stormwater improvements within an (AA)Miami-Dade College area of significant historical flooding concerns. Applied for and obtained grant funding for (BSCE) University of Honda project via FEMA-PDMCG. Improvements included the design of stormwater gravity U. of Florida— HEC-RAS Broward County Supervising collection systems with 2 stormwater pumping stations by other CAS staff. Performed Series computer modeling for this phase. Will provide Construction Engineering Services as FDEP—Qualified Stormwater requested by the City's CEI firm. Management Inspector (#7638) Okeechobee County Southwest Drainage Improvements - Okeechobee County, U. of Miami—Technical Florida. As Engineer of Record, designed and permitted stormwater improvements in Professional Program U. of Wisconsin— HEC & WSPRO accordance with the CAS developed master plan within an area of significant historical CEU's—On going flooding concerns. Obtained FEMA HMGP funds for project. Provided construction management services and project certification. Licensure Florida Licensed Professional Ranch Lakes Estates Stormwater Improvements (Phases I, II, & Ill) - Moore Haven, Engineer- PE No. 48265 Florida. Design and permitting of stormwater improvements within an area of significant historical flooding concerns. Applied for and obtained grant funding for project via FEMA- HMGP. Improvements included stormwater gravity collection system and 2 stormwater pumping stations by other CAS staff. CITY OF MIAMI BEACH—RFP 2016-042-KB DESIGN/BUILD SERVICES FOR STORMWATER PUMP STATION AT NORTHEAST CORNER OF CONVENTION CENTER DRIVE DESIGN-BUILD OF MIAMI SERVICES I RFP NO. TORM 04E NB DESIGN-BUILD SERVICES FOR A STORMWATER PUMP STATION AT N.E.CORNER OF CONVENTION CENTER DRIVE E N G I N E E R S SECTION 2.4 - EVIDENCE OF PRIOR WORKING EXPERIENCE On the following page we include Table 2.4.2 which depicts a detailed information about several Design-Build Projects in which DMSI and APCTE have worked together as a team. Also as shown on the Table 2.4.1, we summarize the entire team's joint project experience. TABLE 2.4.1 : TEAM PREVIOUSLY WORKING RELATIONSHIP DMSI APCTE CAS Longitude NES RDG DMSI 0 0 0 0 0 APCTE 0 0 0 0 CAS 0 Longitude O O O O 0 NES 0 0 0 0 0 RDG 0 0 0 0 0 Past performance is the best indication of future success. Most of the engineering firms included as part of DMSI's team have worked together in South Florida for over two decades and have an excellent repu- tation for meeting cost control, schedule, quality of work, and maintaining a positive client relationship. APCTE as the Lead Designer has developed a strong reputation in providing the City of Miami Beach with construction documents that have, to the highest degree possible, avoided claims, supplemental agreements, and construction delays. APCTE takes pride in the fact that more than 90 percent of APCTE work comes from repeat clients. As part of APCTE company culture, APCTE conducts independ- ent yearly surveys with clients to determine the quality of client service, schedule, and cost performance, timeliness of project submittals, project management and overall project performance. More than 90 per- cent of APCTE's clients have rated their firm as "Meets or Exceeds Expectations" in overall performance. DAVID MANCINI AND SONS, INC. IN ASSOCIATION WITH A&P CONSULTING TRANSPORTATION ENGINEERS, CORP. 5 CITY OF MIAMI BEACH I RFP NO 2016-042 NB ;y. DESIGN-BUILD SERVICES FOR A STORMWATER PUMP STATION AT N.E.CORNER OF CONVENTION CENTER DRIVE t• - E N G I N E E R S x I TABLE 2.4.2: PRIOR JOINT PROJECT EXPERIENCE Project Reference Phone D/B PRAIRIE AVENUE DRAINAGE IMPROVEMENTS DMSI Role: Prime Contractor—Storm water collection and pump station, milling and resurfacing, landscaping, street hardscape, pavement marking and signing, MOT, public information, as-built. APCTE Role: Prime Designer—Design of storm water collection and pump Mike Alvarez 305-673-7080 station, milling and resurfacing, street hardscape, pavement marking and signing, MOT, CEI, Permitting, as-built. Rosenberg Gardner Design Role: Landscape Architecture DB NAUTILUS NEIGHBORHOOD NO. 7 DMSI Role: Prime Contractor—Storm water collection and pump station, milling and resurfacing, landscaping, street hardscape, pavement marking and signing, MOT, public information, as-built. APCTE Role: Prime Designer—Design of storm water collection and pump Mike Alvarez 305-673-7080 station, milling and resurfacing, street hardscape, pavement marking and signing, MOT, CEI, Permitting, as-built. Rosenberg Gardner Design Role: Landscape Architecture D/B S.E. FLAMINGO NEIGHBORHOOD IMPROVEMENTS DMSI Role: Prime Contractor—Storm water collection and pump station, milling and resurfacing, landscaping, street hardscape, pavement marking and signing, MOT, public information, as-built. APCTE Role: Prime Designer—Design of storm water collection and pump Jose Perez 305-673-7011 station, milling and resurfacing, street hardscape, pavement marking and signing, MOT, CEI, Permitting, as-built. Rosenberg Gardner Design Role: Landscape Architecture D/B OCEAN FRONT NEIGHBORHOOD IMPROVEMENTS DMSI Role: Prime Contractor—Storm water collection and pump station, milling and resurfacing, landscaping, street hardscape, pavement marking and signing, MOT, public information, as-built. APCTE Role: Prime Designer—Design of storm water collection and pump Mike Alvarez 305-673-7080 station, milling and resurfacing, street hardscape, pavement marking and signing, MOT, CEI, Permitting, as-built. Rosenberg Gardner Design Role: Landscape Architecture DAVID MANCINI AND SONS, INC. IN ASSOCIATION WITH A&P CONSULTING TRANSPORTATION ENGINEERS, CORP. 6 CITY ESI OF MIAMI BEACH I RFP S ORMWATE KB °.---_ DESIGN-BUILD SERVICES fOR A STORMWATER PUMP STATION AT N.E.CORNER OF CONVENTION(ENTER DRIVE jy1 � ." - EN G I N E E R S TABLE 2.4.2: PRIOR JOINT PROJECT EXPERIENCE Project Reference Phone D/B BISCAYNE POINT NEIGHBORHOOD ROW IMPROVEMENT PROJECT- MIAMI BEACH, FL DMSI Role: Prime Contractor—Storm water collection and pump station, milling and resurfacing, landscaping, street hardscape, pavement marking and signing, MOT, public information, as-built. APCTE Role: Prime Designer—Design of storm water collection and pump Bruce Mowry 786-759-8941 station, milling and resurfacing, street hardscape, pavement marking and signing, MOT, CEI, Permitting, as-built. Rosenberg Gardner Design Role: Landscape Architecture D/B CRESPI BLVD. PUMP STATION, CITY OF MIAMI BEACH, FL DMSI Role: Prime Contractor—Storm water collection and pump station, milling and resurfacing, landscaping, street hardscape, pavement marking and signing, MOT, public information, as-built. APCTE Role: Prime Designer—Design of storm water collection and pump Bruce Mowry 786-759-8941 station, milling and resurfacing, street hardscape, pavement marking and signing, MOT, CEI, Permitting, as-built. Rosenberg Gardner Design Role: Landscape Architecture D/B UPGRADE OF TWO PUMP STATIONS ON SUNSET HARBOUR, CITY OF MIAMI BEACH, FL DMSI Role: Prime Contractor—Storm water collection and pump station, milling and resurfacing, landscaping, street hardscape, pavement marking and signing, MOT, public information, as-built. APCTE Role: Prime Designer—Design of storm water collection and pump Mike Alvarez 1305-673-7080 station, milling and resurfacing, street hardscape, pavement marking and signing, MOT, CEI, Permitting, as-built. Rosenberg Gardner Design Role: Landscape Architecture SECTION 2.5 - OTHER Table 2.5.1 on the next page indicates some of DMSI's and their crews past performance completing projects on schedule and to the satisfaction of the facility owner. DAVID MANCINI AND SONS, INC. IN ASSOCIATION WITH A&P CONSULTING TRANSPORTATION ENGINEERS, CORP. 7 I4 MICITY OF MIAMI BEACH I RFP NO.2016-042 KB DESIGN-BUILD SERVICES FOR A STORMWATER PUMP STATION AT N.E.CORNER OF CONVENTION(ENTER DRIVE ENGINEERS TABLE 2.5.1 : DMSI PAST PERFORMANCE Project Name, Reference Name, Was the Project Corn- Was the Project Corn- Agency Owner, Phone Number, pleted on Schedule pleted to the satisfaction Procurement Process & E-mail of the facility owner DMSI has performed ex- Sunset Island I & II Neigh Maria Hernandez Each project phase was tremely well and either met boyhood Improvement Pro (305) 673 7073 completed on schedule. or exceeded the city's ex- DMSI received a perfor- pectations under this con- fect, City of Miami Beach, mariahernandez mance rating of 4 out of 5 tract. DMSI received an Design-Build Contract @miamibeachfl.gov for this category. Overall Weighted Score of 4.30 out of 5.00. DMSI has performed ex- North Shore Water Main Roberto Rodriguez Each project phase was tremely well and either met Across Group II and (305) 673 7073 completed on schedule. or exceeded the city's ex- Group III of the ARRA, robertorodriguez DMSI received a perfor- pectations under this con- City of Miami Beach, @miamibeachfl.gov mance rating of 4 out of 5 tract. DMSI received an Design-Build Contract for this category. Overall Weighted Score of 3.87 out of 5.00. DMSI has performed ex- North Shore Water Main at Roberto Rodriguez Each project phase was tremely well and either met 69 Street from Harding Ave (305) 673 7073 completed on schedule. or exceeded the city's ex- - to Indian Creek, DMSI received a perfor- pectations under this con- robertorodriguez City of Miami Beach, mance rating of 3 out of 5 tract. DMSI received an Design-Build Contract for this category. Overall Weighted Score of 3.85 out of 5.00. Pump station at 14th & 10th Brian Landis Two Newspaper Articles published in the Miami Herald, street, City of Miami Beach, (954) 218-7875 one article published in the Dixie Contractor, and one email: Florida blandis @bergeron.com article published in Construction Equipment Guide. For the first three projects above, we show on pages 9 thru 14 superior references for DMSI Contractor Eval- uation from the City of Miami Beach with regard to meeting cost, schedule, and quality objectives while main- taining a positive client relationship. The last project above we have included two newspaper articles from The Miami Herald, one article published in the Dixie Contractor, and one article publish in Construction Equip- ment Guide regarding to the Pump Stations at 14th & 10th street, City of Miami Beach, Fl. DAVID MANCINI AND SONS, INC. IN ASSOCIATION WITH A&P CONSULTING TRANSPORTATION ENGINEERS, CORP. 8 '. + CITY OF MIAMI BEACH 1 RFP NO.20164142 NB DESIGN BUILD SERVICES FOR A STORMWATER PUMP STATION AT N.E.CORNER Of CONVENTION(ENTER DRIVE 4Ch. E N G ! N E E N 15 • M4AMIBEACH CONTRACTOR EVALUATION FORM OMSI Sunset Wanda I 41-ROW 2120113 Plasm us*OW form t0 rats the esd amanco d actors contractors co a p curb,bass.starling del M@M1 lint NOSE.to Proceed$2(NTP-2)a awed.Prot canasta too snadad feeds wMbn dm'Project Ogee boa.Proceed to rase to memento for as appeeebN Rgng Cicada(160)in CaNea u.A through E.by among an-X'wnthn 01a shaded Reds under one of Re ra ine CdurwL OH CaM0a7 E to enter leered Meta Mat address umbuo project condlbslu or riper n a te.For Final Evatuabon only,sailer appropnae performance results in Cost Sdeduls 6 Customer Sandaceon bees at top right Enter reewant notes wdhn the"Evaluate,Comments`box Sign and data farm and forward n De format to ma Procurement Ocvieirr Orion. PROJECT DATA RATtg6*20MARY OVERALL WEIGHTED SCORE. 4.30 Contactor: DMM 111CateMerl Aging Prefect Ramp: Sunset Islands 162-ROW A.Prodigal Yaraewmat11 AdadataNson 4.63 Work Order Number: 6-6tpedMrdwt 443 COS T PERFORMANCE SCORE-FINAL _ Project Type: ROW C-Project Ste 4.12 I Project Mange. Jean M ennedu.PE 0-Payments IL Predict Closeout t 4.50 Project Superintendent Wain More 5-Spec Conditions&Our Raquirenents limped Completion Date: YAWS(Propose Suborned) 01414019 PAPA I % SCHEDULE PERFORMANCE SCORE•FINAL Project Clone-out Date: 4125113 protease Mug 1•Pow Evaluator: kWh Nrwwdm 2.Below Average Depreer t —__ CIP Orrice 3-Average 7 1511 Evaluation Oats iii: 2120113 4-Good 16 77% CUSTOMER SATISFACTION SCORE.FINAL Final Evaluation?(YM)c No 5-Excellent ----30 47% Tan! 43 100% Prefect to Date Performance Rating 21 4 a RATING CRITERIA BY CATEGORY Weight Pony 6~ow Average Good Excellent 1 Ii iii a; Arrn,' t 2 ///� 1 2 3 4 _ S A-PROJECT MANAGEMENT AND ADMINISTRATION I/ ��///�� 1 Drmreeand doe Wassma during prwesurdmead MM X 6 16 26 2 Valid oateuctlon dItarnras NOW IMAM.6100sdeota RIP X 5 15 25 3 Carplaed men point phase on Wades Mph X S 20 25 4 Outlay cloak perorms WOO X 5 25 25 1 S Caa*raum d tadasaNI NE diadem Medium X 3 16 16 • • Casemate and MMeaaeatMa A!E Nan ate Omar salt Mph X 5 26 25 Erdaeed anti adobe maw andloees.a0001a domr 7 Mhos was.oOautorMscorreactor X 5 26 25 5 Raapaabosast Owner Mgias 10ee X 5 20 26 9 ROOM 101 form to Robin* 14p11 X 5 20 25 to OuaMy d WPM rel ate.mesuee HP? —'-.—. _._—. X ----r- 6 — 20 26 11 Bivalves=ofmaeyeamnralbn motto laps X 5 25 26 12 Throe processing Asopdonne Mpe X 5 23 25 13 Puled puma In a esy bas Mph X 5 20 25 14 Proddd teeny suanlsld Wend atladas mascara ►ton-^ —. X 5 15 26 1proaed*rm ermnntlaia talk,re00veysdmbae snirMY 15 %WOW0 osledscricresel champ War stoma%neeenab Alen X 5 26 26 errant OMlre we content maaeess is msnalp tea-acdreMOrMraelWraldtammhanpeMndr NIP X 5 to 26 menaMamra ►-_._ 17 Prodded annoy naMACrbn at deaspr+ass,deAeye•depAw, NW X 5 20 25 and r a darns Sutenesd proposals rapuaMO by Owner tor lethal.delsOna. 10 anderawalkaeaeNOaaactsomanWrymaner �" X 6 25 >s to Oaranby aueeacdn and commaitIc arm Mph —..^j(--'_ 5 15 26 CMOrdrrae&n wen ne.IE.rt.Od sorrow and ws auras(op 2D serrseas poles a deerry srtoe.male rsdng.vast avea. a ___._ 21 Resident anew Oneness cenglaMea Men X I _ 5 15 25 Prolect Management&Ad AdministrationSSuu 40fat 306 i4900 4.03 1-SUPERINTENDEM // I!/ !U . ' '%/Y/ ':%UIre! 22 Acessalbity end re.WnWrrs 1151 X 5 25 25 23 WRY,to drat s d ooadnate MMus Apr X 5 25 25 24 AN6y N 5mniam led male sambas N atamay Oslo Will X 5 20 26 _._ 25 illataxole n/Ending daberls HIP X 6 25 25 26 ESedMnes In cee•dMne mNbucace eualgr ter X 5 25 25 27 Naompa Isms!ta NO X _.. _. 6 20 25 AI Prof.Waaeam ---- NW X 5 25 26 t ^25 wow amortise ate project Naesd5e ter X 5 25 25 30 Ovens efecavunesa as sucavisor ^--- tagn X 5 25 25 DAVID MANCINI AND SONS, INC. IN ASSOCIATION WITH A&P CONSULTING TRANSPORTATION ENGINEERS, CORP. 9 i friMI CITY OF MIAMI BEACH I REP NO.2016-042-KB DESIGN BUILD SERVICES FOR A STORMWATER PUMP STATION AT N.E.CORNER Of CONVENTION(ENTER DRIVE �y E N G i N E E R S Project to thte Perfomwrce Rating(2) 3 RATING CRITERIA BY CATEGORY Weight Po Ausrag'e Average A Good 'Exordia*, I Pow 1 R 41(g II 1 2 3 4 5 31 Nally to rwaHa construction l dawn cawcts b a thusly rnnla HO X 5 25 25 MAO to idea*prefect Asks tlrl may noel COIL sdraM and ._._—.- >Z Oapa r b•bed basis /age x 6 20 25 IffscMUss In wadergod City and NE arrwudon .r X 6 25 25 33 "00 ndncganere Manta b meet Orator a pectallnb Superintendent Sub-toaat: gig 300 4.83 C-PROJECT SITE //////��////��////���////////////j//////��/////���/ AOeWete amrWmanporerle Forum Mdkaee Aatla pro I 34 supnvYiOn anti coordination in cOnplubevelh Contact ltgn .�_ X 5 25 25 Ca.aae and wocmtrearae o1ssskI.l 0seby OfrtOun X 3 12 16 36_ kMnMUtlon beape owe erg _ ^ 36 rlpfaneaeed meenaes to awn safety end Oases security l4gn --- X 5 25 25 37 M retched heel and agaYSd work wee' KO X 3 20 25 ..� McYrYhoa abbr.de site old wantswebs cadger bat the 0 X 5 20 25 derabn of be palest __ _ _ securedINWyapprovaldmnaprnradtratikandpadwtrin�- - - X 5 15 25 acorn OM 40 *4000tw 10m Ynds antpdon b neighborhood mimes and NO X 5 20 23 rainesses drag mraKtlan 41 Seared Parr Wood tor weekad*ark HDh X 5 20 25 42 PmYNn at wasting sew ad lrtlmaprq te refrain Hgh I x I 5 20 25 �/ Project Site Sub-total: 177 215 4.12 O.PAYMENTS AND PROJECT CLOSE-OUT / ��j//���///��I///j Pledge WIWy submittal at aeeroesb smutsd dxaments. 43 badRue aoarneryapon.and updated schedules to slow to be M' X 5 25 25 Provided entity payment at suasnacros upon wage of M ,- — - X 5 20 25 pemnae from orb — saeosed Garver Conditions prowdres tor**eomelrbn and - 5 46 HP bated domed --. . 44 Caa1.1 and*manses of Poaead dpaadRalblllpas ugh 5 47 Overall seta eat satisfaction ^.. 140 5--- — • . Payments S Project Close-out Sub-total: 45 50 4.50 I•S CONDITIONS AND OTHER REQUIREMENTS if � J / �modal std da.e• me y • � � � // 48 50.. —.__—..jam_.—_� Specific Conditions i Other Requirements Stl0dotal: TOTAL: 7 16 I 20 I 907 1055 410 I II Contractor robe evaluated a maemum of once a auanor.or as needed l2)Performance rating represents der ect-to-date performance through evaruaron data EVALUATOR COMMENTS: Nor ens alNsmeal Me paint WM%complift Oomil OM ree prbnnad Wien.*wee ad gate mar a alemead rat Call ••or*under 00Mewl ltl*e,aonryapawapwdeapelsei-ova complerlon and cloven phone-morns Nedra eV as aenteder s raeaar perlwnaw rll to rewklrd a he err of m 2504s Date Forwarded Evaluator Signature: L in2.0,1 /' Procurement Di visi on: Team Leader/Asst.Dir.Initials Back-up Doves Attached?(YIN): Prelacy Sunset Islands 1 6 2-ROW Contractor. DMSI I DAVID MANCINI AND SONS, INC. IN ASSOCIATION WITH ALP CONSULTING TRANSPORTATION ENGINEERS, CORP. 10 ' DESIGN-BUILD N MIAMI E BEACH VIC RFP NO.1RMWATER P � ..-*-- DESIGN BUILD SERVICES fOR A STORMWATER PUMP STATION AT KE.[ORNER OF CONVENTION CENTER DRIVE e •.a}.. }^ EN G I N E E R n d • M.4n,1I BEACH I CONTRAC TOR EVALUATION FORM OMS! I woes Grow l and group 11.1 10/30/12 Pleas*use lhs form to rate the performance of active contractors On a quarterly Oasis.starling one month atter Notice to Proceed*2(NTP-21 is issued.First complete tree shaded folds w(thn the'Project Data box Proceed to rate the performance for all applicable Rating Cntena 11-50)in Categories A tfrougn E,by placng an"X'within the shaded fields under one of the rang coumns Use Category E to enter rating criteria that address unique project condition or requrements For Final Evaluation only,select appropriate performance results or Cost,Schedule&Customer Satnfactan boxes at top nrylt.Enter relevart noes within the`Evaluator Comments'box Sign and dale form and forward n fodf format to the Procurement Division Director PROJECT DATA RATINGS SUMMARY OVERALL WEIGHTED SCORE: $,137 Contractor OMSI By Category Rating Project Name: NOM, nor+-wBer Alan across A.Project Management&Admrmstrabon 3.96 Grni.n 11 and nrolm la of the ARRA Work Order Number B.Superintendent 4,00 COST PERFORMANCE SCORE.FINAL Project Type: ROW C-Project Site 3.91 Project Manager Albert Dommnguex 0-Payments&Project Closeout 3.60 Project Superintendent: Nelson Ltbem E•Spec Conditions&Other Requirements Project Completion Date: 12114/12 By Rating Type 0 X SCHEDULE PERFORMANCE SCORE-FINAL Project Close-Ott Date: a-Poor Evaluator Roberto Rodnguer 2-Below Average -_-- Department: C1P Omce 3-Avenge 6 14% Evaluation Date p I: 10130112 4-Good 32 86% CUSTOMER SATISFACTION SCORE•FINAL Final Evaluation?(YIN): No 6-Excellent Total: 3T 10051 Project to Date Performance Rating(2) °_o e 1 ea RATING CRITERIA BY CATEGORY Weigh act, SQiO Y Average Good Excellent 3 g a A I 1 Co 'a`Ji a iK i 1 2 3 t 4 I 5 3 ; ; 3 A-PROJECT MANAGEMENT AND ADMINISTRATION Alec //�1//,/. Zdtir` /`�/` I Demon sailed due diperlce durng pre-mead period Kai I I 2 Verified construcfcn documents ayanst young field cOndtitns Kql 5 3 Completed each project phase on schedule legs X 1 5 20 25 4 Quality d work performed Nigh 1 X 5 20 25 5 Coordination d trades web NE disciplines Medium t I 3 6 Coordnat on and interaction vats NE teem and Owner scat, Koh • X 5 20 25 Enforced stria dscrptne among employees.subcontractors.or 1 7 others overlong on behalf d the contractor Hill !!I I 1 X 1 5 ''0 �' 8 Responsiveness to Owner inquiries hip 1 X t, 20 25 9 Raided solutions to problems High X 5 20 25 10 Quality d project repomrg measures KO i X j S A 25 11 Effectveness of weekly construction meetings Km I X I 5 20 25 12 run*processng d shop drawing Kql X 5 20 25 13 Puled permits n a limey basis Kan X 5 20 25 14 Provided lonely slEnCal of updated schedules reflecting Kqt 5 approved lime extensors ofdior recovery schedule sutxnttat I I 15 Submeed veQL change nge order proposals n tan with Kqt t5 25 a mket prang and contract regarerne is X t6 Provided pro-active cost contra or espnt and change order Hill 5 management 17 Prdylded tmety nothca0on of OScrepan0es,delays,disputes,and K X s or clams 18 Submaed proposals reouesied Dy Owner for adalxus.deeams. K S 15 25 antics nfodtcabocs to contract scope at mem merrier _ 19 Comunty outreach and camuncatarrs X 5 20 25 20 sanitation.postal&delivery services.meta readlnq valet sect. Koji , I 5 21 Resident erxYO Dulness complaints leg, 1 1 X _ - 20 25 Project Management&Admjntstraflon Sub-total: 270 35) 3.86 B-SUPERINTENDENT ///////�// // // 22 Accessmary and responsiveness H. , X 5 20 25 . 23 Abaty to drect and coordnate trades � Nil, X 5 20 25 24 Abell to'f ratan and update schedule at a rarely basis I a.T X I 5 20 25 25 Ejtecwaness n trance g material desvenes Km X 171 5 20 25 28 Effectiveness in controlling construction quafty •qn X 5 20 25 27 Non-conpaaicondtcesslued Hill X 5 20 25 28 Professionalism High X 5 20 25 29 Overall expertise and prod knoveedge leg) X 5 20 25 30 Overall elf ectneness as supenna High X 5 20 25 DAVID MANCINI AND SONS, INC. IN ASSOCIATION WITH A&P CONSULTING TRANSPORTATION ENGINEERS, CORP. 11 CITY OF MIAMI BEACH I RFP NO.2016-042-NB DESIGN-BUILD SERVICES fOR A STORMWATER PUMP STATION AT N.E.CDRNER OF CONVENTION(ENTER DRIVE rkt P ENGINEERS Project to Data Performance Rating(2) RATING CRITERIA BY CATEGORY Weight Poor Sydow t Average Good Excellent N ig h 1 I 2 1 3 4 5 31 Ability to resolve construction f design conflicts in a trnely manner High X 5 20 25 Alley to Identity protect Asks that may krpect cost.schedule and + 32 caner expectabons n a timely basis �� 5 33 t7fecaviess in worlarg with City and NE construcbm Him l 1 X 5 23 management tears to meet Owner ospectatrons Superintendent Sub-Dotal: 220 4.00 C-PROJECT SITE AllOir ���:teir �f��� �� Ade4+ate statingirranpowar to perform work and provide proper 34 High X v 5 2 supervision and coordination n con iance well contract Contractor and subcontractor employees idensftade by X 35 identification badge ands cbMng Medium +--�---- 9 15 35 Implemented measures to ensure safety and id)site security KO X 5 20 25 37 Miad niad nett awl organized wank areas 14f4n I 'I X I , 20 25 Honored a dean.safe site and workman.IJre ccrldmCns for the X c 13 Osman d the protect Hill 1 S 20 25 39 Secured tamely approval of management a traffic and pedestrian Hop I X 5 A 25 access plans I Attempted to mnmaxe diuuption to neighborhood residerts and 40 businesses dung construction Hn,,, X 5 20 25 41 Secured timely approvals for weekend work Hic$1 5 i-- 42 Prdecton d existing trees and landscaping to reman Iii i I 5 Project Site Sub-total: ';9 • 3.91 D-PAYMENTS AND PROJECT CLOSE• UT //,///�/ZZ., AeIi//4�//�f Ar 41,r 43 backup tre ee payment.and updated schedies to allow to the HO x G 25 44 Hilt Pra ced t t d sub-contractors upon rocept Of I petulant from Oty X 20 25 45 Followed General Canderns procedures tar final ccmpletion and Hirt X 2 15 5 Protect dose-out - 46 Completeness and timeliness of dose-out document submbas 441 X _ 15 25 .47 Overall custonw saesl anon High I I X I ; aJ 25 Payments 6 Project Close-out Sub-total: 90 125 3.80 .1-SPECIFIC nettled&1( o• me AND OTHER REOUlR - TS // //�//,�/' /�j//� ,/ Eneeeeaatea • me CONDITIONS ma-• `r/ // `�/ �/ 48 I 49 1 50 I I 1 1 1 Specific Conditions 6 Other Requirements Sub-total: TOTAL: I j 5 j 32 j 709 915 3.87 (I)Contractor to be evauated a mama or once a quarter,ores needed (2)Performance rating reprosentepryect-to•date porrormance through evaluation date EVALUATOR COMMENTS: Evaluator Signature: Date Forwarded to Procurement Division: Team Leader/Asst.Dir.initials: Back-up Docs Attached?(Y/IV): Protect North Shore-Water Main across Group!! Contractor DINS1 and group Ill of the ARRA Corridor DAVID MANCINI AND SONS, INC. IN ASSOCIATION WITH A&P CONSULTING TRANSPORTATION ENGINEERS, CORP. 12 - a� CITY OF MIAMI BEACH RFP NO.20164342-KB ATE ,y:- + DESIGN-BUILD SERVICES FOR A STORMWATER PUMP STATION AT N.E.CORNER OF CONVENTION CENTER DRIVE � --n, r e - 'y ENGINEERS .1 AMAIBEACH I CONTRACTOR EVALUATION FORM DMSI I"IEstreetfromN.rdfno I 10/30/12 Please use this tunri to rate the pehturrnax:e of active wotraUrxs on a quarterly base-..•.loin.,U r'it I Iii. .11,a■••■H:tn.c p.r i',,,ern1*2(NIP-2)is issued I-list complete the shaded holds within the"Project Data"box Proceed to rate the performance for all applicable Rating Cntena(1-50)in Categories A through E by placing an-4C withn the shaded fields under one of Me rating columns Use Category E to enter rating cntene that address unique protect conditions or requirements For Foal Evaluation only,select appropnate prbananca results in Cost,Schedule&Customer Satisfaction 05,,es at top opt Enter relevant notes within the"Evaluator Comm ergs"box Sign and date form and forward n pdf!nrmet to the Procurement Division Director PROJECT DATA RATINGS SUMMARY OVERALL WEIGHTED SCORE: 3.BS Contractor MG ByCategory Rating REM.`ato,a-water team et by Project Name: Street from Hardin..Anent.tr A.Project Management&4dm{matratlen 3,79 ,- Work Order Number. B-Superintendent 4.00 COST PERFORMANCE SCORE-FINAL Project Type: wow C-Project Sib 3.91 Project Manager. Albert Dominguez ID-Payments&Project Close-out 3.60 Project Superintendent: Nelson Liberti E-Spec.Condtena*Other Requirements Project Completion Datc 12114112 By Rating Typo II X SCHEDULE PERFORMANCE SCORE-FINAL Project Close-out Otte: 1-Peer Evaluator Roberto Rodriguez 2-Below Average Deprbn.nt: CIP Office 3-Average 6 14% Evaluation Date(1): 1000112 4-Good 31 84% CUSTOMER SATISFACTION SCORE-FINAL • Find Evaluation?(YIN): No 6-Excellent ___ ------- Total: 37 100% Project to Date Performance Rating(2) 3 i $ ,� 3 RATING CRITERIA BY CATEGORY Weight Poor I Bolo a Averoga Cood Excellent r $e 3 a°B 1 Ayersgc .S. 1 I 2 3 4 5 3 t 3 t A•PROJECT MANAGEMENT AND ADMINISTRATION iiiiririrrirrr .�rrriirrii 1 Demonstrated due dIgerKe dumg pre.award period - sign 2 Vented cantrucOon documents aganst existing held conditions n-ectl 5 3 Completed each protect phase on schedule H{r X I 5 15 25 4 Dully of work performed High X 5 20 25 S Coordination of trades with NE disciplines Medslm 3 ■ ■ 6 Coordination aid nteracbm with NE teem and Owner staff High- X ---�---- 5 20 25 Enforced strict discipline wrong empitryees.sub-contractors,or 7 others wedeln on behove of the contractor Hi. X S 20 25 8 Responsiveness to Owner muffles High X 5 20 25 9 Provided sakhtms to problems high X 5 20 25 to Quality d protect repotting measures High X 1 5 20 25 11 Effectiveness of weei4y cansvuctlon meetngs Iigl X i 5 20 25 t? Tuna*processng of shop drawing high X 5 20 25 13 Puled perrtts n a timely basis High x 5 20 25 PraWed tined submad of updated schedules reliectng 14 approved time extensions amdlor recovery scheduk submittal �� I 5 Submitted weedacumented change order proposals line n 15 n nun mortal pricing and contract recea cements High h X S t5 25 to Prooided proactive cost control oversight and charge order HO 5 matagemau 17 PtOvl ed timely notification of discrepancies.delays.disputes.and high 5 or clams t8 Submitted proposals requested by Owner for addhons,delete: MS, 1-icr X 5 15 25 andlor modAcahms to contract scope n nh I en,reamer 19 Cormunt/outreach and communications high 1S1S X i _ 5 20 25 20 savtaon.postal&deirvery services,meter rearing,valet secs.. hinge I - j -- 5 m fff 21 Pendent Ender business conpiants Hip I x I 5 20 25 Project Management&Administration Sub-told.:�205 350 3.79 B-SUPERINTENDENT //////�/// / /f'rl rrrrrr 22 Accessibility and responsiveness refit , x i 5 20 25 23 ADMN to drect end coordinate trades Mgr x 5 20 25 24 Ability to maintain and update schedule n a timely basis high __ — ----~_ X •� 5 20 25 26 EtfecManess in handling materiel deliveries HO X 5 20 25 26 Etec10aness n controlling cansvuctron cualiy High X I 5 20 25 27 Non-compliance notices issued High I X 5 20 25 28 Prdesswneessm Hgn X 5 20 25 29 Overall expense and project fnpMedge ligi X 5 20 25 30 Overall effectiveness as supervisor Huh . I I X I 5 20 _ 25 DAVID MANCINI AND SONS, INC. IN ASSOCIATION WITH A&P CONSULTING TRANSPORTATION ENGINEERS, CORP. ` 3 • CITY OF 1' J DESIGN-BUILD BUILD MIAMI S BEACH RFP NO.2016-042 R8 �� r, DESIGN BUILD SERVICES FOR A STORMWATER PUMP STATION Al N.E.CORNER OF CONVENTION(ENTER DRIVE c r •-` E N G I N E E R S C I Project to Date Performance Rating(2) RATING CRITERIA BY CATEGORY Wer ht Poor Selo* ■ Aver ! ' �` g Average I age i Good Excellent '� .p 1 i 2 t 3 I 4 5 3 #C@ 3 1 Ability to resdve Construction(design c A8iICts in a timely manner High X I I — 'f) , 15 32 AD1b to dentiH protect risks mat mama High r*matt cast.scholite and owner expectabots in a tenely baps 1 33 Effectiveness n worWtg withCity str City and AtE construction 33 1 X :0 25 management teams to meet Oh.ner expectations ` J Superintendent Sub-total: 220 275 4.00 C-PROJECT SITE ���//��///��f/f . /OW // 34 Adequate staningmanpo er to perform wcrk and provde proper Hlgtt X 5 20 25 SupavtSian and cOoudnattan n conONmte wen Contract Contractor and suGCmtraaa efrployees robnttlatle t4 X 5 deformation badge ands clotting Medium 3 9 15 36 Implemented measures to ensure safety are jab site securay High X 5 20 25 37 Mantaned neat and orgai¢ed work areas I hgh X 5 20 25 Mentaned a dean.safe site and wodonenta.e cmndbcns for the X 1 5 20 25 38 I� i durSan d the protect 1 1 f I 39 Secured 1tmoN .Y5 approval cf management ce vc and pedosman High i X - 20 25 access pans 40 Attempted Co minimize disruption to neighborhood resrdefts and High businesses ding consvuctbn X p 25 41 Secured tim0W approvals to(w*elend work Hudr I ' 42 PrSeCtim d existing trees and landscaping to remain High . . Project Site Sub-total: 1.5: 1:b 3.91 0-PAYMENTS AND PROJECT CLOSE-OUT Za r /ZZ., .4///��///!/J�J//J/J 43 back-up documentation.ad updated schedules to allow to the High X 5 2.12 25 eunnvnt n vi Proeded timely payment of sub-contractors upon receipt of Kph X 5 20 25 payment from City 45 Followed General Cmdbens procedures fa final cexrpleuon and Krf X 5 15 25 protect dose-out 46 Completeness and timeliness of close-out document submittals Kcal X I 5 15 25 47 Overall customer saint actan Fhtf I ( X T. 20 25 Payments 6 Project Close-out Subtotal: Si) 125 3.60 E-SPECIFIC wVt tea.CONDITIONS.AND OTHER REQUIREMENTS /��/���/�/�//��//',/�//��/��/� ��/ AS neeaa�aam fumed rx. ma ..•r J JAI '�7 48 50 I I f Specific Conditions&Other Requirements Sub-coca!: TOTAL: j 1 6 i 31 1 ( 704 915 3.85 (I)Corrector to be evaluated a samajja of once a quarter,or as rreedeo (7)Perfomiance rating represents project-to-date performance through evalueborr date EVALUATOR COMMENTS: Evaluator Signature: Date Forwarded to Procurement Division: Team Leader/Asst Dir.Initials: Back-up Does Attached?(YIN): Project: North Shore-Water Main at 69 Street Pro Contractor: OARS/ from Harding Avenue to Indian Creek DAVID MANCINI AND SONS, INC. IN ASSOCIATION WITH A&P CONSULTING TRANSPORTATION ENGINEERS, CORP. 14 a,, CITY OF MIAMI BEACH I RFP NO.2016-042 KB la h- DESIGN-BUILD SERVICES FOR A STORMWATER PUMP STATION AT N.E.CORNER OF CONVENTION CENTER DRIVE It SIP ENGINEER S 4. .t PUMP STATION AT oir iiiiauililicra11 t.r.la.tora ■Bagdii lima&wad Na,. 1 4TH & 1 0TH STREET, = MIME rcks vacs 1115e15S IBA IMO I s.mure a_ a ....................... CITY OF MIAMI BEACH, aMnuo EPTEMBER 17,20145:21 PM FL Miami Beach shows off new anti-flooding pumps Workers have begun installing pumps aimed at ending flooding of low-lying streets. • tiFJatNrrl! •GAMING "' ', The New .. := , Seminole Compact limpliti ++ , Creates 19.300 arks - .. new jobs statewide. ad - �s it \ : d \ f,C-i Ft It I - x „ * law - • �: t, tll II \ rues t$r -f P t 1- 111 �; ` d hr ()i',..i.; r: t .11..fi„ • ■ i ti w•7.0— , rl jr- -- ' - .. ^ • jt - .On more a a./Wet Ywi,n 011N1 a:s.. a r-_ r^ Video:Fiaminr+o Park Coutd Get New . _ .. __._v -. -�.; .....:'^mot Racquet Sport await miasma O v eon- Mgwa.1111111141.Park PLAYING Calleiletillwe a Workers mow er.W en rbmt eielar pmps being lts(a sd for one of the storm-water pumps being installed near _-___ West Avenue and Tuft Street in Mrni Beach,Wednesday,Sept 17.2014.While the city is installing the pumps to aaraM..s. mitigate the effects of sea•evel rise,the fast pump stations are being suit in the more flood-prone areas ahead of the rWINrCWonbun annual king tide in October.DANIEL BOCK-FOR THE MIAMI HERALD &b olerd pro Escobar's tanner BY JOEY FLECHAS Miami Beach mansion ifiechestietianwheraidcpp deetoislied For a new days each fall,the highest of high tides tlood streets in Miami Beach.It's a swampy headache --.. ..... that residents,particularly those in the South Beach and Sunset Harbor neighborhoods,have to wade _ - mi Beach through.The problem worsens when it rains,especially for traffic. f - trout selsLit Deco •The city is working to have five pumping stations in the southwestern part of the island running by the ,.:l�^�' .•. Weekend time the so-called"king tides”arrive around Oct.9. The=pad- projects come in anticipation of a higher king tide than last year.which is projected to nue �NOR(YilD 0 cs to nearly four feet Beach streets scut to flood at around three feet. Wednesday morning,city officials toured the construction site at 10th Street and West Avenue,where workers were install-mg a pumping system that will collect filter and push storm water into Biscayne Bay. co The city has a five-year.5300 million plan to install about 60 pumps throughout Miami Beach cU alzheimerts association 4 A large crane loomed over the hole in the ground as it lowered a concrete structure where storm water 8 00.2 72.3900 will collect before it goes through a filter that will catch debris from the streets.The water will then move to a pump that will shoot out into the bay while preventing any water from rushing back into the system. t s 24/7 Eric Carpenter,Miami Beach's public works director.said each pump can move 14,000 gallons of water AI z h e i m er'a per mnute.He noted that the city is upgrading infrastructure that was put in place in the tame 1950s,long Hal p I f n e before environmental concerns became a hot topic for federal,state and local governments. "We'll be moving more water into the bay,and it's going to be much cleaner."he said Wednesday. :;stance:e support la you Leonard Berry,a professor at the Florida Center for Environmental Studies at Florida Atlantic University, Anal yOOi said the king tides are natural phenomena lasting three to four days that atTect areas like eastern Las Olas Boulevard m Fort Lauderdale in addition low-lying Miami Beach"The king tides are caused by a combination of the position of the moon and the sun and the earth,"he said. Mayor Phillip Levine told a gaggle of city officials and reporters that the construction projects mark the begummg of a long-term effort to battle sea-level rise. "We're going to make sure our meets are dry,"he said The City Commission recently agreed to raise storm water tees to pay for t cse projects. Follow ll'oetlech on Twitter. RELATED CONTENT DAVID MANCINI AND SONS, INC. IN ASSOCIATION WITH ABP CONSULTING TRANSPORTATION ENGINEERS, CORP. 15 ri CITY N MIAMI SERVICES RFP NSSTORMWATER RB k DESIGN.BUILD SERVICES FOR A STORMATE PUMP STATION AT N.E.CORNER OF CONVENTION(ENTER DRIVE E N G I N E E R S PUMP STATION AT �i�l�illll��cra 11 alapMHnNlsvldi..t Pura Ril NM ___ SKITS BUSPR33 14TH & 10TH STREET, IImfine OCTOBER 6.2014 3:35 PM CITY OF MIAMI BEACH, FL `King tide will be first test for Miami Beach's new pumps • The year's highest tides are expected Wednesday and Thursday.and will test new anti-flooding pumps recently installed In Miami Beach. NEED RELIABLE MySQL' We host thousands Of MySOL instances• • STMITNOV °area Sot m _ r -+�'fr¢• .:.:r --fit f'.e 4 1/ ,~ ,a� / L�rockspace • tm os An energy disipator at 14MM Street and West Avenue.The disipatr is the last part of the water removal process that daces water from street level into the bay,having gone through the pumping station which is underground.Monday. jj qui October 6.2014.WALTER MICHOT•MIAMI HERALD STAFF { r" r.4. ; BY JOEY FLECHAS .I • ,► L _ jfiechas@mamtherald.can JT I - d The tides are rising this week in South Beach.and everyone's watching to see whether newly installed • „ pumps will control the flooding. During this week's king tick,city f i ty ocials hope to avoid the familiar worsen of people wading in Video:Awning*Park Could Get New ankle waters and a ca splastung down Alton Real and West Avenue. Racquet Sport Officials are banking on their S I5 million investment in stormw-ater peon to mitigate this years highest , high td�which are expected to arrive Wednesday and Thursday.ac g to the National Weather Service.The projected high tides will be around 9 am,and 9 p.m.and we supposed to retch about 315 1 OW Vfdreibmige Park fat both days.Areas on the west side of South Beach start to flood at around 3 feet. ?L.3STG Could Get New Racquet Sport Fleshly installed pump statues are already working at 10th and 14th streets along West Avenue,as well pumps as two updated pps in Sunset harbor Temporary pumps at Fifth Street sheuldalso help stem the tide. --'---- and the city plats to build another permanent pump at Sixth and West within the next six months. aye„et. All of this according to city engineer Bruce Mown',is expected to minimum flooding—resulting in less 11111 YMoeCaMenbon standing water for shorter tutees. dmolaadrabta Escobar tanner lie emphas zed that these are short-barn solutions when rxxtsidering a Tare and far-reaching issue of sea Miami Beads mansion level rue.Since the westernmost swath of South Beach sits low,he said,the area will essentially be ground denki.hed zero. This is the biggest area impacted by sea level rise,"he said The$15 million spent so far is the fast fiactim of the 5500 million the city plans to spend during due next _ five vears on 58 pis up and down the Beach The Florida Deparmaat of Transportation also plans to install pumps at 10th and 14th streets and Alton Road The constriction that has plagued Alton all year expected to wrap up before the end oldie year—has been to improve drainage. The new pump systems are connected to the new drainage infiastruct re a derAhon,so conditions are expected to be better there,as welL Public works director Eric Carpenter said that with the pumppm1 the city is updating infrastructure that is at least 50 years old.City leaders hope they will p�oovsde relief 30 to 40 years,but all agree the long-term strategy will have to include revamping the hutldin code to construct buildings higher off the ground,making roads higher and constructing a taller seawall. Mayor Philip Levine said the conversation would continue for years on how exactly to prepare the Beach for nssng waters. "We know the questions,"he said."But don't have all the answers." The tide is high DAVID MANCINI AND SONS, INC. IN ASSOCIATION WITH A&P CONSULTING TRANSPORTATION ENGINEERS, CORP. 16 11 DESIOFMIAMIBRAN RFPNS STORM WATER Ap. � DESIGN-BUILD SERVICES FOR A S10RMWATER PUMP STATION AT N.E.CORNER OF CONVENTION(ENTER DRIVE IIM t. - E N G I N E E R S I PUMP STATION AT DIXIE FE 14TH & 10TH STREET, CONTRACTOR OP1� TRENDS el ' CITY OF MIAMI BEACH, FL David Mancini & Sons, Inc. Thinks Outside the Box for Miami Beach Pump Station Project __g_a::: 5,JamesMcRcy 7 Iii ;J CI r v .. *• .,nit '-.• .. +"r te„- rI :I .� 7.rw i `. . .{ a s S _ rte^ - �i fir• ✓... err. r 4. Recentty.Miami Beach-based contactor De,I Mancini b Sans,Inc 1121411 wee low-aidderto InSt,,evo harry orenst ouno station vault for their nornelown City of Miami Beech.Forda. The veuitz mew Installed at kith end 10th:treats. In 1965,Rtdard Mancini,Incorporated Ric-Men Conti-urban.Inc.,when spectated In the canstuctlan of erg*diameter pipelines far municioS sewer and water arorecm.In October 2010. ihcharddrouts son.David Menc .Incorporated 0MS1 and now nuns the company with his sons Tics Design-Buld prosiest cent=of-nstarngt.ro new storm water sump aetlons forte c try:Each pump :teto,consisted of a diversion box.dtsstaeter box,wet-wait grate box,ri'eejunceem boxes.drainage defender box.72-arch reinforced concrete nice.eC.4nch rwnforced concrete ate.four Ftygt CP 3601 oum= tfoelte valves and all associated mechanical piping. The South Ronda the ground conditions Car toe excavations were external wee.and DMSV needed to install a large sends dwell aottmto gate soil as cry as pantie.The coo-sal condition also made snortngthe excavat on retnereicky as well. aeouaThe=elegy men get gin,settle I:ecastveut aneces.and then get out en nudity as paas'mle drdeuo: zed 0r+ando Casteblenco,Snoring Soecialetfor shorrg et:women'crstioutor effidency Shoring d Supply. a deudand cesalte needing to trouble shootthe excevefon and snoring syo en Instuleron around the well point,bath pump steam were metalled on time and on oudget&rdauo: Tatung a New Aparoedn The key to manag rig the autos tmeroundforax utility install we:chocsing the best sharing system forte job.Rather than trench boxes or eocmg or sheeting,DMSt were wth a sharing system that wee new fcrtilett an Efficiency Production manufecased Slide Rat System.rented end supported by! i ens!Shoring A Suooly&rsquos Miami Branch Office With Forte Brmtcr Offices n Meal,Orlando,Tempo:Texas Branch Offices In Mo;aton end Delies Ft Worth: and a Brans,Office in Chicago;Efficiency Shoring&Supoly tan official Efficiency Production.Inc factory- direct sees end remelt conmarry. Efficiency Production provtdesthewidest selectonofstanda rdend c veto',rench cretin;and shoring systems Tier versant,products are designed specMcallyfor slit and cost a Tecv e'mastodon of Jetty systems and!dreamiest,Imororemeat.All products are PE certfled to meet GSM:.stondertis &idquor;Mler watts with Efficiency Shoring we(added to give the Slide Rell system a shotdrdouo:said DMSI&roauocx Cleistooher Lazert&dgaccWe were used to using meting on pas Meese autfoundthe Slide Relit be more coot eiicxntdrdteu DAVID MANCINI AND SONS, INC. IN ASSOCIATION WITH A&P CONSULTING TRANSPORTATION ENGINEERS, CORP. 17 CITY OF MIAMI BEACH I RFP NQ 2016-042-KB ). ..- DESIGN-BUILD SERVICES FOR A STORMWATER PUMP STATION AT N.E.CORNER Of CONVENTION CENTER DRIVE UL'Iliitr E N G I N E E R I PUMP STATION AT ,-0-;1_A y ll ; Y1 4TH & 10TH STREET, -I!'I! 7._Qjli}I 4.! I CITY OF MIAMI BEACH, :,.-.ec.:-• e:tuvrrrt• haws V &sacs.• G.emr• Else *weed. E.s--s -,i.w Aces FL Qseerd,: I_-----_ I Carroll Equipment i, ex REPAIR&Mewl We ship WerYtaldal r i` t LeaAteeet late real Are late a leMgrt er Mee 646 2566 MIL Wear Meal ettameeer et ISLE Miami Contractor Installs Underground Infrastructure M-hhi,ucratiot3 fiC11:113©© = Sign up for the latest Industry rams Fir Pm w Meet the C at'Cj660 cat 1_'� , ,. I ... ,wilt ,.. +5111 4t T ''. • a.�w ter• Ming V6wer rte ,____21 i .•<" 11- I Daily Headlines 'oespl4 needing trablesFoct the esvraax and shorn;sysmrr instalLMfon sa:rd the ,� ;...,rte I�Tn^�»o�r�;n,. menyad paints.the pump stations were Installed cn ere art!on se.d5r_•said eflcen_, etcong ASupply's Orlando CastlebtnC3 ._.. EVA Announces Too 10 Forecasted ._ Eiiiimos rt s..a.siilien Trend fnr iiii P m ,----- Alielle,MIS Recently,Ntaml gesch•based convect*Dead Mancini&Sam nc:xwtSS was Ip.ktdder to — ^�•••••••••••-•• install two hee y precast pump station sii.sts for its hernetowr coy of Marti 3eadt Fla.The At 100,Portland ComentAarsieuon vaults were installed at 14th end 10th street. Sal Manes Swans The ground condenons for the excavations wee extreme,wet and .MSi teeded to rnste l a fl0atallirt Payees Announces large series of well pants to get the sod as dry es possible:1w poor sal condition arsa made shoeing the se.vaaon tether matey es well. YIIIIIftinfaillilreCILLTaillSVASIdt CdmIcr `The strum,was get In see the precast Auk pieces,and tater get out as quickly as passible'mid ......_......._........... diode Castel beinca.awing simnelisttd shoring scsapmentasmttaor Efficiency t+ann;ai ningeriainri Annrearest Peewee,. Supp,.'Arid des cite renting to Sortie shoot the acavaetor end storing system Instelenan Attraction around the west pants both pump staaons were installed on erne end on budget-Castletlerco setd rnanont Chooses Survivor'at C3teritvAtrctior. efficiency•rodualon N.Y. _Ca Andreae Cuomo Peaenioes The ley to managing the laude turnaround for the uthN irdall was choosing the best shorir•g Sts 2016 far Trrtaporsaat Proiecta system for the jab.Ratty than trench bares or:loping or sheering venom were with a sharing ". .-..-_........". system that was raw for them;ar EPtoencr Production manufactured Slide Red System rented Mai America Will FedelsitatWonld of and supported by efficiency Shoring 6 Supply's%Mrs detrhaillce. CaocidCiMIMANM :Iflar spelling*Mal£4!army Sheer g.wa F len New 6727 Wheel Lo der..... MTILEKICElt dussbd to Vue:the Slide Red Suter]a shat' sold aMmrs Chrtstnpher_a.--ari.`!!e were i.sed tb zumeelicaffssocg us rang on;sibs like this but found he NMI TYI I JOST MEM side fbei to be mom cost e'flcme- el9cierxy:-reversal versal slide Rail Is a mrreenetrt R shoring system comprised of stall panels betas — — a to trench*mid ndewells;and Arnold xeae SPA/threaten Con. ..n posts.The highly verseole paten on be emote knitted,.Nantes Smoker WTEREX. raven-e'¢nASur•yours.i:ffiuterer's Slide Rif _—..............- DAVID MANCINI AND SONS, INC. IN ASSOCIATION WITH A&P CONSULTING TRANSPORTATION ENGINEERS, CORP. 18 ....... ..-+ . o ii d ��. I - ` . . .J- O.: • a 4 • • Z lb 410. I 4.4) ' Q • 1 L II ` ,....._•:r C • i ' 1 , i 4 14_7 a .... 41Z 44zi...- . - ' i � ;z., , 1 ....., ,..,_ ,. ...... . . . u :, ...,,,, , : . , , . a ..... z ' 4■ iii , r' CITY OF MIAMI BEACH I RFP NO 7016-042-KB E DESIGN-BUILD SERVICES FOR A STORMWATER PUMP STATION AT N.E.CORNER OF CONVENTION CENTER DRIVE t )Y/1 •x . - T�' 1 /10111115i!! TAB 3 - DESIGN- BUILD FIRM (PRIME PROPOSER) EXPERIENCE AND QUAL- IFICATIONS SECTION 3.1 - COMPANY INFORMATION DAVID MANCINI AND SONS (DMSI) Since Incorporated in 2010, fol- '` lowing the Mancini Family Estate Succession Planning, DMSI's con- AIL ; struction experience history now spans FOUR GENERATIONS and F, - 4' SIX DECADES of underground utility excellence. DMSI is a heavy civil i general contractor and construction management firm headquartered in _ice . Miami Beach, Florida since its inception. DMSI is defined by its employ- - •Tom' i ees - honest, experienced, forward-thinking, professional and hard- . �'JT 1 working. DMSI's team members form collaborative relationships with ,, - ,f. owners, developers, design teams, subcontractors and others to assist !' in delivering the most desirable and economical solution to the con- struction goal, reinforcing the company's reputation for superior workmanship and performance. DMSI's business philosophy is dedicated to trusting relationships, excellent service and workmanship that has enduring character and meeting or exceeding customer expectations every time. 1st Generation I In the Mid 1950's Charlie D'Agostini and his Brothers incorporated Northwest Con- struction, specializing in Underground Utility and Tunneling Construction within the Detroit, Michigan area. 2nd Generation I In 1958 Charlie D'Agostini's Daughter Gilda, married Richard Mancini and soon after he started working for Northwest Construction gaining experience as a general superintendent. In 1965 Richard Mancini, with the help of Charlie D'Agostini, incorporated Ric-Man Construction which special- ized in underground utility and excavation construction throughout the State of Michigan. 3rd Generation I In 1981, Ric-Man Construction established a parallel operation in the State of Florida, in which David Mancini relocated to Florida and started working as a laborer for Ric-Man Construction, Inc. In 1983, Richard Mancini and his eldest son, David Mancini, formed Ric-Man International Inc. a Florida Corporation specializing in underground utility and excavation. In 1985 David Mancini was pro- moted to president of Ric-Man International until late 2010 when David Mancini resigned to incorporate David Mancini & Sons, Inc. (DMSI). 4th Generation I In October 2010, David Mancini, together with his sons David Jr. and Richard incorpo- rated David Mancini & Sons, Inc. which specializes in pump station construction, street scape, under- ground utility, roadwork and trenchless construction. When DMSI was incorporated over 70% of the staff from Ric-Man International Inc., ranging from key to field personnel joined DMSI bringing along ex- tensive years of experience and teamwork to DMSI. Currently DMSI has a staff of over 70 employees. The company specializes in delivering large-scale projects which entail difficult tasks, conditions and schedules. DMSI executes projects through a variety of delivery systems, ranging from traditional con- tracting arrangements to turnkey design-build as well as CM/GC project execution. Typical projects in- clude, large diameter pipelines, underground utilities, commercial and industrial site developments and trenchless utility installations. SECTION 3.2 - COMPANY'S LIST OF SIMILAR EXPERIENCE AND QUALIFICATIONS On the following pages we demonstrate DMSI's experience and qualifications with the requested services detailed in the RFP in sections 2 and 3. DAVID MANCINI AND SONS, INC. IN ASSOCIATION WITH AO CONSULTING TRANSPORTATION ENGINEERS, CORP. 1 DESIGN N MIAMI E BEACH VIC REP NO STORM WATER E KB MI DESIGN BUILD SERVICES FOR A STORMWATER PUMP STATION AT N CORNER OF CONVENTION CENTER DRIVE l 1 Y/1 ■ 4.1 1 - w 1 ENGINEERS 7 ", . D- B BISCAYNE POINT NEIGHBORHOOD ROW IMPROVEMENT PROJECT - MIAMI BEACH, FL CLIENT NAME City of Miami Beach Bruce Mowry,P.E. DMSI ROLE ,Design Build Firm—Contractor U CIP Office, 1700 Convention Center Dr. ami Beach, Florida Phone PROJECT DURATION September 2011/April 2014 Z No.: (786)759-8941 PROJECT STAFF Fabio Angarita/Nelson Liberti emailM:i bmowry@miamibeachfl.gov CONSTRUCTION VALU $17,000,000.00 J Scope of Work: This Design-Build Neighborhood Improve- ment Project included the installation of over 24,000 LF of 8"to L . I 4 , , 16" DIP Water Main, and a Drainage System consisting of over ....v„ __ IIF MI 8,500 LF of drainage collection from 18” to 48" Diameter, (1) "' •` '' Y a I.), Storm Water pump stations,over 1,000 LF of 24"PVC Drainage ' il-- '' . , I.- Force main and 10 drainage wells. The project also included .,.' streetscape, landscape and lighting improvements in this neigh- + , ? ,, ' a• borhood of over 1100 residents. * -°^ '� ,� -\t ■ ALTON ROAD FROM STH TO MICHIGAN, CITY OF MIAMI BEACH, FL CLIENT NAME City of Miami Beach Enrique Tamayo,P.E. DMSI ROLE Underground Contractor u CIP Office, 1700 Convention Center < Dr. Miami Beach, Florida Phone PROJECT DURATION ' April 2013/December 2015 Z No.: (786)999-9671 PROJECT STAFF Christopher Lazzari/Nelson Liberti OU email:enriquet @tamayoengineering.com CONSTRUCTION VALUE; $12,500,000 Scope of Work: Project included construction of ap 7- , ' c.,. proximately 15,000 LF of water main ranging in sizes ) + ' 1- 1 i • .,, from 6"-20"; Storm Sewer ranging in sizes of 12" to _ ;f j''a'4 '=•r- _ , 72"; (3) Storm Water pump stations located at 14th 7/1----1--" i 4 ' street, 10th street and 6th streets along Alton Road in ' - ; ; _ �� Miami Beach, including but not limited to defender ', , , �; '' "ice box, wet well valve vault, dissipator box, grate box ,. - -.- and all miscellaneous piping, 36" Storm Water force _ ; - 9t -- ,-,, main, removal of contaminated material; restoration i #_ _ of FDOT roadway; Outfall connection to Biscayne Bay; !°. ,$ n"p er. '■� box culverts and multiple deep excavations exceeding ,. . Y,;,,� - ��, - 20' in depth.The (3) storm water pump stations were T design build for the FDOT Respond to Request for Information (RFI's) .r DAVID MANCINI AND SONS, INC. IN ASSOCIATION WITH A&P CONSULTING TRANSPORTATION ENGINEERS, CORP. 2 1 1 DESIGN-BUILD N MIAMI BEACH RVIC I RIP NO 2016-042 ER KB P �DESIGN-BUIED SERVICES FOR A STORMWATER PUMP STAtIDN AT N.ECDRNER DF CONVENTION CENTER DRIVE 17Ch � ' E N G I N E E R S . PUMP STATION AT 1 4TH & 10TH STREET, CITY OF MIAMI BEACH, FL CLIENT NAME - ' City of Miami Beach Brian Landis DMSI ROLE Contractor v 6941 SW 196th Avenue Ft. Lauderdale, Florida 33332 PROJECT DURATION August 2015/October 2015 Z Phone No.: (954) 218-7875 PROJECT STAFF ,Christopher Lazzari/Nelson Liberti 0 email: CONSTRUCTION VALUE J$1,600,000 blandis @bergeroninc.com Scope of Work: This Design-Build Project included the installation of(2) Storm Water Pump /1 I \ _ P,f Stations at the street end of 14th & 10th street along Biscayne Bay. Projects included the r ) , installation of wet well approximately 25' in depth, drainage defender box, grate box, valve ' 11 fro vault, dissipator box and all miscellaneous piping. Installation was performed in a tight corri- y dor at the street end of 14th & 10th Street along Biscayne Bay. . . , ., jf .•. ,,.,. �t ff, j // )j a-s-A A of - ° - 444. .‘/ . /ft - "1-jib , ""'..41'''','''Pi ''', 4 ' a. . CRESPI BLVD. PUMP STATION, CITY OF MIAMI BEACH, FL CLIENT NAME ' City of Miami Beach Bruce Mowry, P.E. DMSI ROLE • Design Build Firm—Contractor v CIP Office, 1700 Convention Center Dr. Miami Beach, Florida Phone PROJECT DURATION • December 2014/October 2015 Z No.: (305)218-4809 PROJECT STAFF Fabio Angarita/Nelson Liberti Ov email: bmowry@miamibeachfl.gov CONSTRUCTION VALUE $3,872,516 Scope of Work:This Design Build Project included the Installa- tion of Water Main and Storm Sewer System along Crespi , —_ ■ Blvd between 85TH street and 79TH Street. The project also ;IF? 'f It e . includes the installations of over 2500 LF of Water Main, _ . a= - • over 2800 LF of Storm Sewer collection system, Installations ' e =— of pollution Control Structure, Installation of(1)Storm Sew- ','i -z "` =°-3`f er Pump Station, construction of seawall and landscaping '- „ - , ' along a residential neighborhood. "� _ _ _ - .7ar -a w DAVID MANCINI AND SONS, INC. IN ASSOCIATION WITH A&P CONSULTING TRANSPORTATION ENGINEERS, CORP. 3 • DESIGN-BUILD N MIAMI SERVICES RFP NSTORM 04E KB � . :- OESIGN-8111LD SERVICES FOR A STORMWATER PUMP STATION AT N.E.(ORNER OF CONVENTION CENTER DRIVE l 1 11 /1` C, ' E N G I N E E R S . SWEETWATER STORM WATER IMPROVEMENTS PHASE IIB (NORTH AND SOUTH) CLIENT NAME City of Sweetwater Steve Smith, P.E. DMSI ROLE Contractor bj 1000 W. McNab Rd.#114 H Pompano Beach, Florida PROJECT DURATION June 2014/August 2015 Z Phone No.:(954)815-4111 PROJECT STAFF Fabio Angarita/Nelson Liberti Ou email:ssmith @craigasmith.com CONSTRUCTION VALUE $6,000,000 Scope of Work: Installation of about 6000 LF of storm sewer collection system, (2)Storm i —4,....--,-- -.;....,.. Water pump stations with capacity of 5500 GPM along a residential neighborhood. In -€7_ —.,-,- -.----'7?:_,' cluding but not limited to road reconstruction, curb & gutter, outfall connections and ;_,^•=7: ` :."„ .`= 4: " electrical. s'°�"`�" ' .. e, i 4.4,t - , �` - I v. a •� -+ `y . . D- B NAUTILUS NEIGHBORHOOD ROW IMPROVEMENT PROJECT, (DMSI FORCES) CLIENT NAME City of Miami Beach Mike Alvarez APACTE ROLE Design Build Firm/Contractor U CIP Office, 1700 Convention Center < Dr. Miami Beach, Florida Phone PROJECT DURATION February 2007/August 2008 Z No.: (786)367-6109 • PROJECT STAFF David Mancini, Nelson Liberti u email: malvarez @miamibeachfl.gov CONSTRUCTION VALU $35,000,000 Scope of Work: This Design-Build Neighborhood Im- 'i a provement Project included the installation of over ` " �, 'i "' 37,000 LF of 8" DIP Water Main, and a Drainage Sys- . -• tem consisting of over 17,000 LF of drainage collection �_ . • from 18" to 66" Diameter, (6) Storm Water pump sta- , :, ' tions, over 5,000 LF of 24" PVC Drainage Force main 4-=°; and 46 drainage wells in this residential neighborhood. J A I I J I ■ % - -4111 11011 It III --4.- --. -._1:m.: - - , ►, .F :;% � DAVID MANCINI AND SONS, INC. IN ASSOCIATION WITH AUP CONSULTING TRANSPORTATION ENGINEERS, CORP. 4 .)i 4 CITY OF MIAMI BEACH I RFP NO 1016-041 KB DESIGN-BUILD SERVICES FOR A STORMWATER PUMP STATION AT N.E.CORNER OF CONVENTION CENTER DRIVE [IiIj� E N G I N E E R'S . D- B PRAIRIE AVENUE PUMP STATION, CITY OF MIAMI BEACH, FL. CLIENT NAME ,' City of Miami Beach Mike Alvarez DMSI ROLE Design Build Firm/Contractor v CIP Office, 1700 Convention Center Dr. Miami Beach, Florida Phone PROJECT DURATION February 2005/August 2006 Z No.: (786)367-6109 PROJECT STAFF David Mancini 8 email: malvarez @miamibeachfl.gov CONSTRU"Lilt -� ,-' $12,500,000 me Scope of Work: This Design-Build Neighborhood Improve- _ -) ^, ,, ment Project included the installation of over 4000 LF of n, "' �, drainage collection ranging from 18" to 36" diameter and ___ (1) Storm Water pump station in this residential neighbor- . ; ``" hood ,., s} . D- B LUMMUS NEIGHBORHOOD, CITY OF MIAMI BEACH, FL. CLIENT NAME City of Miami Beach Mike Alvarez DMSI ROLE Design Build Firm/Contractor v CIP Office, 1700 Convention Center < Dr. Miami Beach, Florida Phone PROJECT DURATION February 2007/August 2008 Z No.:(786)367-6109 limil PROJECT STAFF David Mancini/Nelson Liberti Ov email: malvarez @miamibeachfl.gov CONSTRUCTION VALUES $13,383,000 Scope of Work: The Lummus Neighborhood is generally described as that L" ^4;, area bounded by 16th Street to the north, 5th Street to the South, Wash- 'F _f' ington Avenue to the West, and Ocean Drive to the East. Project included - _ - - . ., milling & resurfacing, new gravity drainage wells, water main upgrades, relocation of water meters/meter boxes, new decorative lighting system, ", signing & pavement markings, signalization design, landscape and irriga- I 1 1 : I I% lion upgrades, replacement of curb & gutter and sidewalk, de- sign of in- .-Al lig MI II Si,: , tersection bump-outs, compliance with ADA requirements, modification _ ■••■I •■ a-■ of parking space layout, relocation of existing utilities, and coordination 4:Y: x ", with the CMB Parking Department to remove parking meter. Responsible , # ` ; "' for the office administration and construction progress activities related to the construction of this Right-of-Way improvement project. DAVID MANCINI AND SONS, INC. IN ASSOCIATION WITH A&P CONSULTING TRANSPORTATION ENGINEERS, CORP. 5 el CITY OF MIAMI BEACH RVIC I RFP 041RP DESIGN-BUILD SERVICES FOR A STORMWATER PUMP STATION AT N.ECORNER OF CONVENTION CENTER DRIVE rki k,-'. ENGINEERS I SECTION 3.4 - SAFETY RECORD On the following page we demonstrate DMSI's Experience Modification Rate (EMR) data from the previous three (3) full years (2011, 2012, and 2013). McNish Group, Inc. 26622 Woodward Avenue•Suite 200 McNish Financial Services,Inc. Royal Oak,Michigan 48067 McNish Agency,Inc. 26622 Woodward Avenue•Suite 200 Telephone:(248)544-4800 735 S.Garfield Ave.Ste.205 Royal Oak,Michigan 48067 Fax:(248)544-4801 Traverse City,Michigan 49686 Telephone:(248)544-4800 Telephone:(231)947-9050 Fax:(248)544-4801 Fax:(231)947-3158 January 26,2016 To Whom It May Concern: RE: David Mancini&Sons,Inc. Anniversary Rating: 4/1 Our captioned Insured's Experience Modification factor for four(4)years: 2016/2017 .96 2015/2016 1.00 2014/2015 .91 2013/2014 .82 Should further clarification be required in this matter,contact our office. Sincerely, William J.McNish President MNON ANNISH GROUPt SECTION 3.5 - DUN & BRADSTREET SUPPLIER QUALIFIER REPORT As per the RFP the Dun & Bradstreet report was sent electronically to the City. SECTION 3.6 - INSURANCE On the following pages we provide a letter from our insurer company letterhead that we can pro- vide the levels of coverage as indicated in Appendix E—Insurance Requirements. DAVID MANCINI AND SONS, INC. IN ASSOCIATION WITH AO CONSULTING TRANSPORTATION ENGINEERS, CORP. 6 2.4= sure Insurance The Advantage of Partnership Amerisure Mutual Holdings,Inc. Amerisure Mutual Insurance Company Amerisure Insurance Company Amerisure Partners Insurance Company January 28, 2016 City of Miami Beach 1755 Meridian Avenue 3rd Floor Miami Beach, FL 33139 RE: Insured: David Mancini & Sons, Inc. Certificate of Insurance RFP NO.2016-042-KB DESIGN/BUILD SERVICES FOR STORMWATER PUMP STATION AT NORTHEAST CORNER OF CONVENTION CENTER DRIVE RFP No. 2016-042-KB. Amerisure can provide the levels of coverage to David Mancini &Sons, Inc. as indicated in Appendix F- Insurance Requirements. 26777 Halsted Road,Farmington Hills,MI 48331-3586 Mailing Address:P.O.Box 2060,Farmington Hills,MI 48333-2060 800.257.1900 amerlsure.com INSURANCE REQUIREMENTS This document sets forth the minimum levels of insurance that the contractor is required to maintain throughout the term of the contract and any renewal periods. The provider shall furnish to Department of Procurement, City of Miami Beach, 1755 Meridian Avenue, 3rd Floor, Miami Beach, Florida 33139, Certificate(s)of Insurance which indicate that insurance coverage has been obtained which meets the requirements as outlined below: A. Worker's Compensation Insurance for all employees of the vendor as required by Florida Statute 440. B. Commercial General Liability on a comprehensive basis in an amount not less than $1,000,000 combined single limit per occurrence for bodily injury and property damage. City of Miami Beach must be shown as an additional insured with respect to this coverage. C. Automobile Liability Insurance covering all owned, non-owned and hired vehicles used in connection with the work, in an amount not less than $1,000,000 combined single limit per occurrence for bodily injury and property damage. D. Professional Liability Insurance in an amount not less than $1,000,000 with the deductible per claim, if any, not to exceed 10% of the limit of liability. E. Installation Floater Insurance including coverage for material&equipment to be installed during the course of this project. City of Miami Beach shall be included as a Named Insured on this policy, as its insurable interest may appear. This policy shall remain in force until acceptance of the project by the City. A waiver of subrogation in favor of the City must be included for the policies required above. The insurance coverage required shall include those classifications, as listed in standard liability insurance manuals, which most nearly reflect the operations of the vendor. All insurance policies required above shall be issued by companies authorized to do business under the laws of the State of Florida, with the following qualifications: The company must be rated no less than "B+" as to management, and no less than "Class W as to financial strength, by the latest edition of Best's Insurance Guide, published by A.M. Best Company, Oldwick, New Jersey, or its equivalent, subject to the approval of the City Risk Management Division. Or The company must hold a valid Florida Certificate of Authority as shown in the latest "List of All Insurance Companies Authorized or Approved to Do Business in Florida" issued by the State of Florida Department of Insurance and are members of the Florida Guaranty Fund. Certificates will indicate no modification or change in insurance shall be made without thirty(30)days in advance notice to the certificate holder. CERTIFICATE HOLDER MUST READ: CITY OF MIAMI BEACH 1755 MERIDIAN AVENUE 3rd FLOOR MIAMI BEACH, FL 33139 Compliance with the foregoing requirements shall not relieve the vendor of his liability and obligation under this section or under any other section of this agreement. The City of Miami Beach is self-insured.Any and all claim payments made from self-insurance are subject to the limits and provisions of Florida Statute 768.28, the Florida Constitution, and any other applicable Statutes. Sincerely, Erin Horton, Senior Underwriter-Amerisure Insurance 248-615-8222 ehorton @amerisure.com ACO® DATE(MMIDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 2/2/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Adrienne Michaelson McNish Group, Inc. PHONE FAX 26622 Woodward Ave. Ste. 200 (AICrN FN) 248-544-4800 INC.Nol:248-544-4801 Royal Oak MI 48067 E-MAIL ESS:amichaelson @mcnish.com -- _ INSURER(S)AFFORDING COVERAGE NAIC# _ INSURER A:Amer1SUre Insurance Co. _ 19488 INSURED DAVID10 INSURER B:Amerisure Mutual Insurance Co. 23396 David Mancini& Sons, Inc. INSURER c:Amerisure Partners Ins. Co. 11050 1939 NW 40th Court Pompano Beach FL 33064 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:783482240 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY EFF ' POLICY EXP LIMITS LTR INSD INVD POLICY NUMBER JMM/DD/YYYY) (MM/DD/YYYYI A X COMMERCIAL GENERAL LIABILITY Y Y CPP207615507 4/1/2015 ' 4/1/2016 EACH OCCURRENCE $1,000,000,_ DAMAGE TO RENTED CLAIMS-MADE X OCCUR PREMISES(Ea occurrence) $300,000. contractual MED EXP(Any one person) $10,000. PERSONAL&ADV INJURY $1,000,000, GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000, POLICY X JECT LOC PRODUCTS-COMP/OP AGG $2,000,000, OTHER: 8 C AUTOMOBILE LIABILITY CA207674504 4/1/2015 4/1/2016 COMBINED SINGLE LIMIT 5 (Ea accident) 1,0.00,000. X ANY AUTO BODILY INJURY(Per person) $ AUTOS IED SCHEDULED BODILY INJURY(Per accident), $ X HIRED AUTOS X NON-OWNED PRO P R Y DAMAGE $ AUTOS (Per B X UMBRELLA LIAB X OCCUR CU208759402 4/1/2015 4/1/2016 EACH OCCURRENCE $5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED X RETENTION SO 8 A WORKERS COMPENSATION WC207674404 4/1/2015 4/1/2016 X PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE L I N/A E.L.EACH ACCIDENT I $500,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYE E $500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 A Installation CPP207615507 4/1/2015 4/1/2016 5,000 Ded 500,000 Design Professional Liab 1,000 Ded 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RFP NO. 2016-042. -KB DESIGN/BUILD SERVICES FOR STORMWATER PUMP STATION AT NORTHEAST CORNER OF CONVENTION CENTER DRIVE • Additional Insured as required by written contract: City of Miami Beach.Waiver of Subrogation as required by written contract in favor of City of Miami Beach. Thirty(30)days prior written notice except ten(10)days for non payment shall be given to Certificate Holder in the event of cancellation, See Attached... CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Miami Beach ACCORDANCE WITH THE POLICY PROVISIONS. 1700 Convention Center Drive 3rd Floor AUTHORIZED REPRESENTATIVE Miami Beach FL 33139 �Q V ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: DAVID10 LOC#: ACORO ADDITIONAL REMARKS SCHEDULE Page 1 of AGENCY NAMED INSURED McNish Group, Inc. David Mancini&Sons, Inc. 1939 NW 40th Court POLICY NUMBER Pompano Beach FL 33064 CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE change or non-renewal of the insurance. ACORD 101 (2008/01) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTOR'S BLANKET ADDITIONAL INSURED ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM Policy Number Agency Number Policy Effective Date CPP207615507 4/1/15 Policy Expiration Date Date Account Number 4/1/16 Named Insured Agency Issuing Company David Mancini&Sons, Inc. McNish Group Amerisure Insurance Company 1. a. SECTION II-WHO IS AN INSURED is amended to add as an insured any person or organization: (1) Whom you are required to add as an additional insured on this policy under a written contract or written agreement relating to your business;or (2) Who is named as an additional insured under this policy on a certificate of insurance. b. The written contract,written agreement, or certificate of insurance must: (1) Require additional insured status for a time period during the term of this policy; and (2) Be executed prior to the"bodily injury", "property damage", or"personal and advertising injury"leading to a claim under this policy. c. If, however: ' (1) "Your work"began under a letter of intent or work order; and (2) The letter of intent or work order led to a written contract or written agreement within 30 days of beginning such work;and (3) Your customer's customary contracts require persons or organizations to be named as additional insureds; we will provide additional insured status as specified in this endorsement. 2. SECTION II-WHO IS AN INSURED is amended to add the following: If the additional insured is: a. An individual,their spouse is also an additional insured. b. A partnership or joint venture, members, partners,and their spouses are also additional insureds. c. A limited liability company, members and managers are also additional insureds. d. An organization other than a: (1) Partnership; (2)Joint venture; or (3)Limited liability company; executive officers and directors of the organization are also additional insureds. Stockholders are also additional insureds, but only with respect to their liability as stockholders. e. A trust,trustees are also insureds, but only with respect to their duties as trustees. Includes copyrighted material of Insurance Services Office, Inc. CG 70 48 0913 Pages 1 of 3 3. The insurance provided under this endorsement is limited as follows: a. That person or organization is an additional insured only with respect to liability arising out of: (1) Premises you: (a)Own; (b) Rent; (c)Lease;or (d)Occupy;or (2) Ongoing operations performed by you or on your behalf. If, however,the written contract,written agreement, or certificate of insurance also requires completed operations coverage,we will also provide completed operations coverage for that additional insured. b. Premises, as respects paragraph 3.a.(1)above, include common or public areas about such premises if so required in the written contract or written agreement. c. Additional insured status provided under paragraphs 3.a.(1)(b)or 3.a.(1)(c)above does not extend beyond the end of a premises lease or rental agreement. d. Ongoing operations,as respects paragraph 3.a.(2)above,does not apply to"bodily injury"or"property damage"occurring after. (1) All work to be performed by you or on your behalf for the additional insured(s)at the site of the covered operations is complete, including related materials, parts or equipment(other than service, maintenance or repairs);or (2) That portion of"your work"out of which the injury or damage arises is put to its intended use by any person or organization other than another contractor working for a principal as a part of the same project. e. The limits of insurance that apply to the additional insured are the least of those specified in the: (1) Written contract; (2) Written agreement; (3) Certificate of insurance; or (4) Declarations of this policy. The limits of insurance are inclusive of and not in addition to the limits of insurance shown in the Declarations. f. The insurance provided to the additional insured does not apply to"bodily injury","property damage",or "personal and advertising injury"arising out of an architect's, engineer's, or surveyor's rendering of, or failure to render,any professional services, including but not limited to: (1) The preparing, approving, or failing to prepare or approve: (a) Maps; (b) Drawings; (c)Opinions; (d) Reports; (e)Surveys; (f)Change orders; (g)Design specifications; and (2) Supervisory, inspection,or engineering services. Includes copyrighted material of Insurance Services Office, Inc. Page 2 of 3 CG 70 48 09 13 g. SECTION IV—COMMERCIAL GENERAL LIABILITY CONDITIONS, paragraph 4.Other Insurance is deleted and replaced with the following: 4. Other Insurance. Coverage provided by this endorsement is excess over any other valid and collectible insurance available to the additional insured whether. a.Primary; b. Excess; c.Contingent; or d.On any other basis; unless the written contract,written agreement,or certificate of insurance requires this insurance be primary. In that case,this insurance will be primary without contribution from such other insurance available to the additional insured. h. If the written contract,written agreement,or certificate of insurance as outlined above requires additional insured status by use of CG 20 10 11 85,then the terms of that endorsement, shown below, are incorporated into this endorsement to the extent such terms do not restrict coverage otherwise provided by this endorsement: ADDITIONAL INSURED-OWNERS, LESSEES OR CONTRACTORS(FORM B) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE Name of Person or Organization: Blanket Where Required by Written Contract, Agreement, or Certificate of Insurance that the terms of CG 20 10 11 85 apply (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED(Section II)is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of your work"for that insured by or for you. Copyright, Insurance Services Office, Inc., 1984 CG 20 10 11 85 If the written contract,written agreement,or certificate of insurance as outlined above requires additional insured status by use of an Insurance Services Office(ISO)endorsement,then the coverage provided under this CG 70 48 endorsement does not apply. Additional insured status is limited to that provided by the ISO endorsement. Includes copyrighted material of Insurance Services Office, Inc. CG 70 48 0913 Pages 3 of 3 _____........41) OP ID:YB '4�°R°� CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYY1� 02/01/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the pollcy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). — PRODUCER NAME:CT LUIS R.GAZITUA Jag Insurance Group PHONE 305-842-3600 Fax 2151 LeJeune Road,Suite 308 (NC.No.Extl: (ac,No):3054425974 Coral Gables,FL 33134 E-MAIL ADDRESS: Luis Gazltua PRODUCER ASPCO-1 CUSTOMER ID R: INSURER(S)AFFORDING COVERAGE NAIC C - INSURED ASP CONSULTING TRANSPORTATION INSURER A:NATIONAL FIRE INSURANCE OF ENGINEERS CORP. INSURER B:AMERICAN CASUALTY COMPANY 10305 NW 41 STREET,#115 INSURER C:CONTINENTAL CASUALTY CO.- MIAMI,FL 33178 - -- - INSURER D:VALLEY FORGE INSURANCE BROKERA INSURER E:SECURITY NATIONAL INSURANCE CO - INSURER F: COVERAGES CERTIFICATE NUMBER: _ _ REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY EFF POUCY EXP LIMITS LTR INSR MO POLICY NUMBER (MM/DDIYYYV) (MMIDD/YYYY) GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY 402567952 06/11/2015 06/11/2016 DAMAGES RENTED rt 5,000 PREMISES)(Ea ocarencel Z - CLAIMS-MADE X OCCUR MED EXP(My one person) $ 300,000 X $5,000 Ded BI/PD PERSONAL&ADV INJURY $ 1,000,000 1 GENERAL AGGREGATE $ 2,000,000 G_EN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X JE CT JE LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) B X ANY AUTO 4025679137 06/11/2015 06/11/2016 BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE $ HIRED AUTOS (PER ACCIDENT) NON-OWNED AUTOS COMP DED $ 500 COLL DED $ 50(1 X UMBRELLA LIAB X_ OCCUR EACH OCCURRENCE $ 2,000,000 EXCESS LIAR CLAIMS-MADE AGGREGATE $ 2,000,000 C - - -- 4025679218 06/11/2015 06/11/2016 = DEDUCTIBLE _ $ - X RETENTION $ 10,000 $ WORKERS COMPENSATION X TWTMTS IOE - AND EMPLOYERS'LIABILITY Yf N D 'ANYPROPRIETOR/PARTNER/EXECUTIVE 4025679171 06/11/2015 06/11/2016 E.L.EACH ACCIDENT $ 1,000,000 1 OFFICER/MEMBER EXCLUDED? N I A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ I,000,00 I If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 E Professional SES1326983 08/18/2015 08/18/2016 Limit 3,000,000 Liability RETRO 8/18/2000 Retention 25,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) CERTIFICATE HOLDER CANCELLATION MIAMIBE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE CITY OF MIAMI BEACH THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POUCY PROVISIONS. 1700 CONVENTION CENTER DRIVE MIAMI BEACH,FL 33139 AUTHORIZED REPRESENTATIVE I -b ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD I , ! , ) 1 (, K, ------ -----""------i1=--1: --------) 1 . 1 1 ., ■ 7:5—"PA,..). '''..e) '' , ` D 0 it) .... .....in \-...) e„...-... .....„„„„ 7 '\ t'It- . , \ ....a L....„. ••••■4 . ---, .........,:r . ., C.) /4:4 1/44ti ,...i 4111. 11 .,..........4. r, 37.1 (.-_' , ----- r e644,4 0 ! ..N■ 444 401. 41::L _ ......4•4,4 0 i ""..../ —, I , i■,,,_. ( 0 i C:4 , 7 .....__C4 i ,.,1" ;--) i , --'44 ' ••■.,,, I , .) ■ ■ I ,.... .... , I . / U ,/ -14d (IN OF MIAMI BEACH I RFP NO.2016-042-KB AP,DESIGN-BUILD SERVICES FOR A STORMWATER PUMP STATION AT N.ECORNER OF CONVENTION(ENTER DRIVE ENGINEERS • TAB 4 - LEAD DESIGNER EXPERIENCE & QUALIFICATIONS 4.1 COMPANY INFORMATION . • A&P Consulting Transportation Engineers, Corp. (APCTE) is a Disadvantaged Business Enterprise (DBE) that was established in 1997. APCTE has more than 75 local employees (21 Registered PE's and 39 Gradu- ate Engineers) dedicated exclusively to transportation / infrastructure and pipeline design projects. APCTE will serve as the prime designer for this contract, and has been recently involved in the design of several D/B projects for the City of Miami Beach such as Washington Avenue, Neighborhood No.7 — Nautilus Improve- ments, Lummus Neighborhood Improvements, Biscayne Point Neighborhood Improvements, S.E. Flamingo Neighborhood Improvements, Prairie Avenue Neighborhood Improvements, and Ocean Front Neighborhood •Improvements. APCTE has also worked on FDOT- DB projects like the reconstruction of SR-826/SR-836 In- terchange (Section 5), the SR-826/Palmetto Expressway (Section 2), the I-95Managed Lanes, and the Re- placement of the NW 36th Street Bascule Bridge. Additionally, APCTE is currently designing for the Florida Department of Transportation one of the major segments in Okeechobee Road, which will consist of elevated sections on Okeechobee Road and 7 new bridges. APCTE also just completed the design for Miami-Dade - Expressway Authority (MDX) the SR-836/NW 87th Ave. Interchange, which will connect to the east with the on-going SR-826/SR-836 Interchange and to the west with the recently completed SR-836 ORT Project. APCTE's participation in the Miami Intermodal Center (MIC) Roadway Program earned the firm the 2009 ASCE Outstanding Engineering Project of the Year. Craig A. Smith & Associates, Inc. (CAS) is a Small Business Enterprise (SBE) client-oriented firm tailored to serve the needs of many governmental clients. We currently serve numerous Florida counties, cities, special districtsrand utility authorities. CAS is highly experienced and qualified to perform consulting services with respect to Civil Engineering - specifically, Stormwater Engineering and Utility Engineering, Surveying, Con- struction Management, Utility Locates and CAD Design & Development. CAS was established in 1980, since • then, the firm expanded from its original, technical orientation in municipal engineering and surveying into a full service civil engineering practice with specialized expertise in Engineering, Surveying & Mapping, Grants/ Loan Assistance, Construction Management, Utility Locates and CAD Design & Development .•• Nadic Engineering.Services, Inc. (NES) (DBE / 'SBE) Established in 2001, is a Disadvantaged Business En- terprise (DBE) / Small Business Enterprise (SBE) an engineering firm providing geotechnical, civil and water resources, geo-environmental and construction materials engineering, testing, and quality control and assur- ance services The firm enjoys the services of 14 personnel on staff with 3 registered professionals. In addi- tion to a host of talented and dedicated engineers and technicians, NES offers the supplemental convenience of a CMEC accredited Testing Laboratory, centrally located in Orlando, Florida. Our team is equipped with the,expertise, capabilities and qualifications to guarantee that at project conclusion, our clients are provided with the highest quality product within the schedule/time frame specified. • Rosenberg Gardner Design, Inc. (RDG) will be responsible for Landscape Architecture design. Rosenberg Gardner Design was formed in 1985 to provide land planning and landscape architectural services. Ken - Gardner has been with RGD since 1993 after working with a large design-build firm in Washington, DC. RGDG has provided Landscape Architectural services to a wide range of clients for over 30 years. Public pro- . • jects have included landscape designs for transit stations, major highways and local streets in both commer- cial and residential areas, bicycle and pedestrian path systems up to 200-miles in length, parks and recrea- r tion areas ranging from a few to up to 600 acres in size, school campuses, the Miami International Airport Landscape Master Plan, parking garages, malls, and office complexes. • 4.2 DESIGN TEAMS SIMILAR/ RELEVANT EXPERIENCE • Please find attached on the following pages the Design firms Similar /Relevant Project Experience. As per requested in RFQ Sections 2 and 4. ' DAVID MANCINI AND SONS, INC. IN ASSOCIATION WITH AO CONSULTING TRANSPORTATION ENGINEERS, CORP. 1 • V si iiii SIMILAR PROJECT EXPERIENCE AgIP 1 A&P CONSULTING TRANSPORTATION ENGINEERS,CORP E N G I N E E R S . DESIGN- BUILD FOR NEIGHBORHOOD NO.7 - NAUTILUS INFRASTRUCTURE IMPROVEMENTS CLIENT NAME City of Miami Beach Jose Perez,P.E. LEAD DESIGNER APCTE, Corp. U CIP Office, 1700 Convention Center PROJECT DURATION February 2007/August 2008 1—< Dr. Miami Beach, Florida Phone Z No.: (305)218-4809 PROJECT STAFF Arnelio Alfonso/Lazaro Ferrero/Eduardo Martinez u email:joseperez @miamibeachfl.gov CONSTRUCTION VALUE $32,500,000 Project Description:The Nautilus Neighborhood includes all of the area from - - ? r ,,, Surprise Lake to the south end of the 41st Street right-of-way, and from Bis- :.:;,,- - {.or ' . .,'; "'"' cayne Bay east to the Indian Creek waterway, inclusive of the Orchard Park : I • LN 4 .0 . sub-neighbor- hood. The area is generally comprised of single-family residen- tial streets with some pockets of multi-family uses. Major institutional uses " - ;. include Mount Sinai Medical Center, Miami Heart Institute, Nautilus Middle s 44‘4 ,J (.h School, and North Beach Elementary School. Arthur Godfrey Road (41st .Al MO 1 II IC k ,' Street), a State roadway, is a major commercial corridor to the southern bor- •— -—— • der of this neighborhood. Alton Road is a state minor arterial on the west y-'"' it$� side. The improvements to the stormwater system were limited to the three 's -- priority drainage basins (92, 97 & 99) identified in the City of Miami Beach Stormwater Management Master Plan for the Nautilus Neighborhood. Project included milling and resurfacing, new drainage, including six (6) stormwater pump stations, injection and gravity wells, new water main system betterment, decorative lighting, signing and pavement marking, landscape and irrigation upgrades, and intersection bump-outs. . 44TH STREET DRAINAGE IMPROVEMENTS, CITY OF MIAMI BEACH, FL. CLIENT NAME ' AME - City of Miami Beach LEAD DESIGNER ■, APCTE,Corp. Perez,P.E. Q CIP Office, 1700 Convention Center PROJECT DURATION - October 2010/February 2011 Z Dr. Miami Beach, Florida Phone a No.: (305) 218-4809 PROJECT STAFF Arnelio Alfonso/Lazaro Ferrero/Eduardo Martinez U email:joseperez @miamibeachfl.gov CONSTRUCTION VALUE $675,000 Project Description: 44th Street Project is generally described as the area bounded by Royal Palm Drive to Muss Park (Biscayne Waterway Outfall). Project included milling & resurfacing, new drainage, signing & pavement markings, valley gutter, and compliance with ADA requirements. Responsible for the office administration and construction progress activities related to the construction of this Right-of-Way h' 1r, L . ' Improvement Project. Some of the Construction Management services provided for "" this project included: _ • Weekly construction/coordination meetings `� ■ • Shop drawing submittals • Respond to Request for Information (RFI's) A&P CONSULTING TRANSPORTATION ENGINEERS, CORP. 2 " -� SIMILAR PROJECT EXPERIENCE u - SIP ,fi A&P CONSULTING TRANSPORTATION ENGINEERS,CARP. ENGINEERS . UPGRADE OF TWO PUMP STATIONS ON SUNSET HARBOUR, CITY OF MIAMI BEACH, FL CLIENT NAME City of Miami Beach Jose Perez,P.E. LEAD DESIGNER APCTE, Corp. uj CIP Office, 1700 Convention Center PROJECT DURATION January 2011/July 2014 Dr. Miami Beach, Florida Phone Z No.: (305)218-4809 PROJECT STAFF Arnelio Alfonso/Lazaro Ferrero/Eduardo Martinez OU email:joseperez @miamibeachfl.gov CONSTRUCTION VALUE $730,000 Project Description: This Design Build Project included drainage im- • ; '' provements consisting of the upgrade of two (2) storm water pump =t ' a stations, installation of four(4) injection wells, and connection of two.1.14:,,t,-. ; t �, /liff i ''�g-' (2) existing 18" overflow outfalls to the retrofitted systems in order to �`F" ;4' i i I'll discharge emergency overflows to -- - 3 l- ' the intra-coastal and the Collins Ca- ` 4- .- ' — i • I i ,,in nal. .. .,— '� ' . a - . CRESPI BLVD PUMP STATION, CITY OF MIAMI BEACH. FL CLIENT NAME City of Miami Beach Jose Perez,P.E. LEAD DESIGNER APCTE,Corp. u CIP Office, 1700 Convention Center < Dr. Miami Beach, Florida Phone PROJECT DURATION December 2014/October 2015 Z No.: (305)218-4809 PROJECT STAFF Arnelio Alfonso/Lazaro Ferrero/Eduardo Martinez 8 email:joseperez @miamibeachfl.gov CONSTRUCTION VALUE $3,872,516 Project Description: This Design Build Project included the Installation of _ ,_ Water Main and Storm Sewer System along Crespi Blvd between 85TH i _ , ' street and 79TH Street. The project also includes the installations of over I;"` ' t 2500 LF of Water Main, over 2800 LF of Storm Sewer collection system, Installations of pollution Control Structure, Installation of(1)Storm Sewer 3 � + . >; Pump Station, construction of seawall and landscaping along a residential "'` ,,, %:� neighborhood. `i ,t = ` " ,`€ "iii A&P CONSULTING TRANSPORTATION ENGINEERS, CORP. 3 IMI SIMILAR PROJECT EXPERIENCE AP A&P CONSULTING TRANSPORTATION ENGINEERS,CORP. E N G I N E E R S . BISCAYNE POINT BEACH NEW PUMP STATION, CITY OF MIAMI BEACH, FL. CLIENT NAME City of Miami Beach Bruce Mowry,P.E. LEAD DESIGNER APCTE, Corp. U CIP Office, 1700 Convention Center < Dr. Miami Beach, Florida Phone PROJECT DURATION September 2011/April 2014 Z No.: (305)218-4809 PROJECT STAFF Arnelio Alfonso/Lazaro Ferrero/Eduardo Martinez 0 email: bmowry@miamibeachfl.gov CONSTRUCTION VALUE $17,000,000 wan Project Description:This Design-Build Neighborhood Improvement Pro- ject included the installation of over 24,000 LF of 8" to 16" DIP Water _ , 1. it Main,and a Drainage System consisting of over 8,500 LF of drainage col- t » , .- us lection from 18"to 48" Diameter, (1) pump '''14 t 1 Storm Water um stations,over , i_ ate--._• 1,000 LF of 24"PVC Drainage Force main and 10 drainage wells.The pro- 't - 1.. -r 1, " - ( ,i ject also included streetscape, landscape and lighting improvements in, r this neighborhood of over 1100 residents. Some of the Resident + •r-i � Project Representative services provided for this project '° included : f . � • Weekly construction /coordination meetings . • Shop drawing submittals ,r+ • Respond to Request for Information (RFI's) f" _�1_ , . PRAIRIE AVENUE PUMP STATION, CITY OF MIAMI BEACH, FL. CLIENT NAME City of Miami Beach Mike Alvarez,P.E. LEAD DESIGNER APCTE, Corp. V CIP Office, 1700 Convention Center < Dr. Miami Beach, Florida Phone PROJECT DURATION February 2005/August 2006 Z No.: (305)218-4809 PROJECT STAFF Arnelio Alfonso/Lazaro Ferrero/Eduardo Martinez 0 email: mikealvarez @miamibeachfl.gov CONSTRUCTION VALUE $12,500,000 Project Description:This Design-Build Neighborhood Im provement Project included the installation of over i.,' i, 4000 LF of drainage collection ranging from 18" to 4 r"'~ i 36" diameter and (1) Storm Water pump station in - --- ,� this residential neighborhood - a; `.. a �`� fra, F I ; a �' 4' '4 2 Y ice:`a,a .iS . A&P CONSULTING TRANSPORTATION ENGINEERS, CORP. 4 1 - t SIMILAR PROJECT EXPERIENCE AP A&P CONSULTING TRANSPORTATION ENGINEERS,CARP ENGINEERS . MIAMI INTERMODAL CENTER PUMP STATION, MIAMI, FLORIDA CLIENT NAME Florida Department of Transportation District 6 Ricardo Salazar,P.E. LEAD DESIGNER APCTE, Corp. U FDOT District 6 Q 1000 NW 111 Avenue PROJECT DURATION April 2010/December 2012 Z Miami, Florida p Phone No.: (305)470-7071 PROJECT STAFF Arnelio Alfonso/Lazaro Ferrero/Eduardo Martinez U email: CONSTRUCTION VALUE $550,000 ricardo.salazar @dot.state.fl.us Project Description: Project consisted of the design of one (1) Stormwater Pump Station to serve the area north of the Miami Intermodal Canter (MIC), east of Le Jeune Road up to NW 37th Avenue and between NW 211 Street and NW 29th Street. The ..714,g,17.--` proposed improvements consisted of the installation of a pump _ ;.. - station discharging into an existing 60"outfall pipe, installation of 36 linear feet 48" storm drain pipe and an electrical generator next to the proposed pump station. t li..,• . BISCAYNE BLVD AT NE 17TH STREET PUMP STATION, MIAMI, FLORIDA CLIENT NAME Florida Department of Transportation District 6 Ricardo Salazar,P.E. LEAD DESIGNER APCTE,Corp. U FDOT District 6 < 1000 NW 111 Avenue PROJECT DURATION January 2006/December 2010 Z Miami, Florida PROJECT STAFF Arnelio Alfonso/Lazaro Ferrero/Eduardo Martinez O Phone No.: (305)470-7071 email: CONSTRUCTION VALUE $800,000 ricardo.salazar @dot.state.fl.us Project Description: Project consisted of the design of drainage - ==e improvements including a new stormwater system including of `rt- ---` - drainage wells with emergency overflow structures discharging Ili ' m=mom into the existing outfall pipes. One (1) storm water pump station i and four (4) injection wells discharging in to an existing 42" pipe 41 , `,-`, that discharges into Biscayne Bay were installed at the lowest in/ area of the project. An overflow structure with a manually oper- .� - ated gate which is opened in emergency conditions was also in- .' I E. stalled. ,� 101 fiElpp i , r-'J' A&P CONSULTING TRANSPORTATION ENGINEERS, CORP. 5 FiL., SIMILAR PROJECT EXPERIENCE SIP 4 A&P CONSULTING TRANSPORTATION ENGINEERS,CORP ENGINEERS . DESIGN- BUILD FOR WASHINGTON AVENUE IMPROVEMENTS, CITY OF MIAMI BEACH, FL CLIENT NAME City of Miami Beach Jose Perez,P.E. LEAD DESIGNER APCTE,Corp. b CIP Office, 1700 Convention Center Q Dr. Miami Beach, Florida Phone PROJECT DURATION' April 2005/August 2006 Z No.: (305)218-4809 PROJECT STAFF Arnelio Alfonso/Lazaro Ferrero/Eduardo Martinez Ou email:joseperez @miamibeachfl.gov CONSTRUCTION VALUE $16,500,000 Project Description: Roadway improvements along Washington Avenue from 5th r,, ,, Street to Lincoln Rd. This project included milling & resurfacing, new gravity drain- a '` age wells, water main system betterment, sewer improvements, decorative lighting 0�U if M1� system, signing& pavement markings, signalization improvements, compliance with i:I "w` ADA requirements, and landscape and irrigation upgrades. Responsible for the office ., ad- ministration and construction progress activities related to the construction of this Right-of-Way improvement project. Some of the Construction Project activities r`'provided for this project included : • Weekly construction/coordination meetings i i� ' Jr • Shop drawing submittals . • Respond to Request for Information (RFI's) • Contract document clarifications 1 , • Compliance verification of MOT operations ■ DESIGN- BUILD FOR LUMMUS NEIGHBORHOOD IMPROVEMENTS, CITY OF MIAMI BEACH, FL CLIENT NAME City of Miami Beach Jose Perez,P.E. LEAD DESIGNER APCTE,Corp. v CIP Office, 1700 Convention Center < Dr. Miami Beach, Florida Phone PROJECT DURATION February 2007/August 2008 Z No.: (305) 218-4809 PROJECT STAFF Arnelio Alfonso/Lazaro Ferrero/Eduardo Martinez 8 email:joseperez @miamibeachfl.gov CONSTRUCTION VALU $13,383,000 Project Description: The Lummus Neighborhood is generally described as that • area bounded by 16th Street to the north, 5th Street to the South, Washington � —,u ' -v, ' �11 r • l Avenue to the West, and Ocean Drive to the East. Project included milling & -- - resurfacing, new gravity drainage wells, water main upgrades, relocation of - --1 ' . - _.,; '' water meters/meter boxes, new decorative lighting system, signing & pave- _ ment markings, signalization design, landscape and irrigation upgrades, re- - _ - placement of curb & gutter and sidewalk, de- sign of intersection bump-outs, compliance with ADA requirements, modification of parking space layout, relo- cation of existing utilities, and coordination with the CMB Parking Department to remove parking meter. Responsible for the office administration and con- struction progress activities related to the construction of this Right-of-Way improvement project. a , '4 A&P CONSULTING TRANSPORTATION ENGINEERS, CORP. I l"1 SIMILAR PROJECT EXPERIENCE GIS i CRAIG.A SMITH&ASSOCIATES.INC. . C.I.P. PHASE III & IV - STORMWATER COLLECTION SYSTEM - GOLDEN BEACH, FL CLIENT NAME Town of Golden Beach Alexander Diaz,Town Manager 1 Golden Beach Drive LEAD DESIGNER CAS 1— Golden Beach, Florida PROJECT DURATION March 2008/March 2011 Q Phone No.: (305)932-0744 I— email: Z PROJECT STAFF Stephen C. Smith, P.E./William H. Landis, P.E./ p alexdiaz @townofgoldenbeach.us Orlando A. Rubio, P.E./Robert D. Keener, P.S.M. V CONSTRUCTION VALUE $7,667,276 Project Description: As part of a Town Capital Improvement Project ,.f Stormwater Improvements for Phases III and IV were designed and .. 1- constructed to be consistent with the Town's overall Master Plan. The :4 ii 1 A. • project consisted of a stormwater master pumping station with sub- ?� 'd mersible pumps, 14,500 LF of DIP lams : -"' drainage pipe and force main -- - ' !i , ,-, ,^� i` -fin '_,i a _ •?' (ranging in size from 16-inch to 72- ,,:--'. _ - «...�_ inch), 205 drainage structures and 7 � ` • _"o L ' outfalls. �� - .. 3 !, , �,: - - . RANCH LAKES ESTATES SOUTHWEST IMPROVEMENTS - MOORE HAVEN, FL CLIENT NAME City of Moore Haven Bret Whidden,Mayor LEAD DESIGNER CAS U 299 Riverside Drive SW < Moore Haven, Florida PROJECT DURATION March 2010/January 2011 Z Phone No.: (863)946-0711 PROJECT STAFF Gene R.Schriner, P.E./Orlando A. Rubio, P.E. O email: bwhidden@moorehaven.net CONSTRUCTION VALUE $1,616,069 Project Description: The Ranch Lakes Estates Southwest Improvements Project for the City of Moore Haven consists of the construction of a gravity stormwater drainage system along with two (2) major stormwater pump stations including force mains and canal dredging. One additional drainage phase was added to the scope of work. .. _.001,..,4::•mmiiip, - . CRAIG A. SMITH & ASSOCIATES, INC. 7 -1"li I SIMILAR PROJECT EXPERIENCE 01% 7 CRAIG.A SMITH E.ASSOCIATES.INC. . STORMWATER & PUMP STATION IMPROVEMENTS (PHASE 2B NORTH & SOUTH)—SWEETWATER, FL CLIENT NAME City of Sweetwater Eric Gomez,P.E.,City Engineer LEAD DESIGNER CAS 1_ 50 SW 109th Avenue Sweetwater, Florida PROJECT DURATION On going Z Phone No.: (305)553-5457 PROJECT STAFF Stephen C. Smith, P.E./Orlando A. Rubio, P.E./ p email:egomez.egsc @att.net Robert D. Keener, P.S.M./James Driscoll U CONSTRUCTION VALUE Estimated$4,043,110 Project Description: The 65-acre basin area is located in the southern part of the city known for historical, repetitive flooding. -. Both projects consist of a stormwater collection c - ; -- system that converges into a duplex pumping sta- 1:, lion (28 HP @ 6,048 GPM). The runoff is then dis- - _ ''- _ charged, via a shared force main, with an outfall at r - ,, f.'_=,,,� - the SFWMD C-4 Canal. Collectively the project will ; '��--' ;` include 100 drainage structures, 9,760 linear feet . 41 «.,-,,, . '� °r' of drainage pipe ranging in size from 15-inch to 72 t, ` n. - inch, 1,050 LF of 30-inch and 36-inch DIP forces ' 41,..)," *:.. r main and road and landscape restoration. ;-� '. .;. v1:20 . STORMWATER & PUMP STATION IMPROVEMENTS (PHASES I & III) - SWEETWATER, FL CLIENT NAME City of Sweetwater Eric Gomez,P.E.,City Engineer LEAD DESIGNER CAS I- 50 SW 109th Avenue . U Sweetwater, Florida PROJECT DURATION February 2000/December 2004 Z Phone No.: (305)553-5457 - Stephen C.Smith, P.E./Orlando A. Rubio, P.E./ p email: egomez.egsc@att.net PROJECT STAFF U Robert D. Keener, P.S.M./James Driscoll CONSTRUCTION VALU $7,058,530 Project Description: Due to repetitive, historical flooding within the 225- - *- acre area, Phase I and II Stormwater Improvements for the City of Sweet- .„ "'4 water received substantial HMGP/ — -fir «• PDMC funding from FEMA. The pro- lif lithe. . -.ft jects consisted of 115 structures, -- __ 7,400 LF of drainage pipe ranging in - -i•} t_=_ size from 15-inch to 72-inch, 7,325 LF - ;, of force main ranging in size from 24- - -° inch to 48-inch, four duplex pump --_ . stations, roadway restoration and the .., -- complete reconstruction of 2,500 LF '° "..- . - . _ - -; of NW 112th Avenue. tr r' _-, CRAIG A. SMITH & ASSOCIATES, INC. 8 " , SIMILAR PROJECT EXPERIENCE 0111% . .-_> , CRAIG.A SMITH&ASSOCIATES,INC. . PARK ROAD & SW 24T" STREET PUMP STATION - PEMBROKE PARK, FL CLIENT NAME Town of Pembroke Park Dr. Robert Levy,Town Administrator LEAD DESIGNER CAS U 3150 SW 52nd Avenue < Pembroke Park, Florida PROJECT DURATION August 2000/May 2001 Z Phone No.: (954)966-4600 PROJECT STAFF Stephen C. Smith, P.E./William H. Landis, P.E. 0 email: rlevy @townofpembrokepark.com CONSTRUCTION VALUE $689,000 Project Description: The Park Road and SW 24th Street Pump Station ,,,,..,,,- ,..- - Project for the Town of Pembroke Park consists of the construction 11 "'-. ,. • of a 10 CFS stormwater pump station tying four (4) lakes together :.,� , _ -AN including catch basins, junction boxes and stormwater force mains. ■ ''','S. _ . Nor 4110 1 5/ ' - - _...MENCIMEMINIMIN=0.1 i / ANI11011 ■... was r 1111-111k • „ . ... ■ STORMWATER PUMP STATION NO. 1 - BAL HARBOUR, FL CLIENT NAME Bal Harbour Village Jorge Gonzalez,Village Manager LEAD DESIGNER CAS v 655 96th Street < Bal Harbour, Florida PROJECT DURATION 1994/1997 Z Phone No.:(305)866-4633 PROJECT STAFF Stephen C.Smith, P.E./William H. Landis, P.E. 8 email: manag- CONSTRUCTION VALUE $675,000 er @balharbourFlorida.com Project Description: CAS prepared a Master Drainage Plan Report in 1994 in order to improve an existing drainage system that historically experi- enced significant and prolonged flooding dur- ing severe rain events. A major stormwater -� _ pump station was designed with two (2) 150 '' .,� �~ - �` vA HP, 90 CFS pumps to alleviate flooding within 44: . •.a ti `' '�►` the Village's residential area Eight (8) 24-inch 6 - ; ,--414_ . . ejection wells were designed to meet water ;;,, _ ` _ - quality requirements. Since the existing drain- 1'i 4,n age system was inadequately sized, a new col- 4,41; �: SIMILAR PROJECT EXPERIENCE OWS .i CRAIG.A SMITH&ASSOCIATES,INC. . STORMWATER PUMP STATION (WEST, CENTRAL & EAST RENOVATIONS) - TAMARAC, FL CLIENT NAME City of Tamarac Alan Lam,Project Manager LEAD DESIGNER CAS t) 6601 Nob Hill Road Tamarac, Florida PROJECT DURATION 1999/2006 Q Phone No.: (954)597-3500 z email: alan.lam @tamarac.org PROJECT STAFF Gene R.Schriner, P.E./Stephen C.Smith, P.E./ U William H. Landis, P.E. U CONSTRUCTION VALUE $4,832,000 Project Description: The Stormwater Pump Station Renovations - c.. ,. ,;- „-,., ,i Project consisted of renovating three (3) existing master pump - ° R+;- ,° ` .:,t,.:',!-' ° *,1 stations located on the SFWMD C-14 Canal (West, Central and East). The Central and West stations contained three (3) new i propeller pumps (125 HP at 35,000 : _— I GPM) and the East station contained -74 . �! - .,.•..-:-=- r two (2) new pumps with the same speci- _ fications. Each station also included - ..-'..°_", ,. ,+ discharge piping with headwalls, by- pass piping, fuel storage tanks and __. emergency generators, electrical modi- _ �- T' — .® . fications with telemetry, earthwork, landscaping and a new CBS housing structure. __._-. .-_ _ . PHASE 4 STORMWATER IMPROVEMENTS - GOLDEN BEACH, FL CLIENT NAME Town of Golden Beach Mike Alvarez,P.E. LEAD DESIGNER CAS . CIP Office, 1700 Convention Center PROJECT DURATION July 2004/April 2006 Q Dr. Miami Beach, Florida Phone I- No.: (305)218-4809 PROJECT STAFF Stephen C.Smith, P.E./Orlando A. Rubio, P.E./ 0 email: mikealvarez @miamibeachfl.gov Robert D. Keener, P.S.M./James Driscoll U CONSTRUCTION VALUE $2,031,740 Project Description: Phase 4 Stormwater Improvements were the - __ - initial phase of development from the Town's Stormwater ;- Master Plan. Construction included the installation of 1,775 _ " y "``� °"_'S LF of DIP drainage pipe ranging in diameter from 15-inch to 72-inch, - - � -� -= ._- ���- � 600 LF of force main, 32 drainage , �. r �. structures, a stormwater pump '46:. station with two (2) 28 HP pumps, ,. '�-- a by-pass weir structure and a ... - •. water quality structure in the . r - ilite. • „ ,,iii Town's north and south park are- ` as. CRAIG A. SMITH & ASSOCIATES, INC. III LICENSES S. CERTIFICATIONS . . ' SIP E N G I N E E R S A&P CONSULTING TRANSPORTATION ENGINEERS, CORP. ip LICENSES AND CERTIFICATIONS AIP E N G I N E E R S CORPORATE CHARTER State of Florida Department of State I certify from the records of this office that A&P CONSULTING TRANSPORTATION ENGINEERS CORP.is a corporation organized under the laws of the State of Florida, filed on January 17, 1995. The document number of this corporation is P95000003950. I further certify that said corporation has paid all fees due this office through December 31,2016,that its most recent annual report/uniform business report was filed on January 5,2016,and that its status is active. I further certify that said corporation has not filed Articles of Dissolution. Given wader ray hand and the Great Seal of the State of Florida at Tallahassee,the Capikz4 this the Fri day ofJmaaaaay,2016 167A% 0#J A T31i ,# Secretary of State coo s■ig Tracking Number:CC6383523207 To authenticate this cerdflcate,visit the folbwkig site,enter this number,and then follow the bstructims displayed. https://servias.sunbiz.org/FIlkigs/CertificateOfStatus/Certf icateAuthenti atkn LICENSES AND CERTIFICATIONS E N G I N E E R S MIAMI-DADE NE CERTIFICATION Miami-Dade County MIAMI•DADE Internal Services Department Statement of Technical Certification Categories Finn: A&P Consulting TransportalIon Engineers Corp. 10305 NW 41st Street,Sob 115 Doug,FL 33175 CATEGORY APPROVAL EXPIRATION t)Q; CATEGORY DESCRIPTION Q� A 1.01 TRANSPORTATION PLANNING-URBAN AREA AND REGIONAL 71112015 7/312017 TRANSPORTATION PLANNING 2.01 MASS TRANSIT SYSTEMS-MASS TRANSIT PROGRAM(SYSTEMS) 7/12015 7/312017 MANAGEMENT 2.02 MASS TRANSIT SYSTEMS-MASS TRANSIT FEASIBILITY&TECHNICAL 7/12015 7812017 STUDIES 2.04 MASS TRANSIT SYSTEMS-MASS TRANSIT CONTROLS, 7/12015 7/312017 COMMUNICATIONS&INFORMATION SYSTEMS 2.05 MASS TRANSIT SYSTEMS-GENERAL QUALITY ENGINEERING 7/12015 7/312017 3.01 HIGHWAY SYSTEMS-SITE DEVELOPMENT AND PARKING LOT DESIGN 7/1/2015 7/312017 3.02 HIGHWAY SYSTEMS-HIGHWAY DESIGN 7/12015 7812017 3.03 HIGHWAY SYSTEMS-BRIDGE DESIGN 7/12015 7/31/2017 3.04 HIGHWAY SY STEMS-TRAFFIC ENGINEERING STUDIES 7/12015 7/312017 3.06 HIGHWAY SYSTEMS-TRAFFIC COUNTS 7/12015 781/2017 Miami-Dade County MIAMI•DADE Internal Services Department HIGHWAY SYSTEMS-TRAFFC CALMING 7/12015 781/2017 ® partment 3.07 HIGHWAY SYSTEMS-TRAFFIC SIGNAL TIMING 7/12015 7/312017 Statement of Technical Certification Categories 3.08 HIGHWAY SYSTEMS-INTELLIGENT TRANSPORTATION SYSTEMS 7/1/2015 7/31/2017 ANALYSIS,DESIGN,AND IMPLEMENTATION - - —-- ----- 3.09 HIGHWAY SYSTEMS-SIGNING,PAVEMENT MARKING.AND 7/12015 7812017 Fee: A&P C W 4licq Transportation Enamors Cap. CHANNELIZATION 0305 FL 417 SlreaL Sean 118 Deal,FL 33178 3.10 HIGHWAY SYSTEMS-UGHTING 7/1/2015 7812017 CATEGORY APPROVAL EXPIRATION 3.11 HIGHWAY SYSTEMS-SIONALIZATIQN 7/12015 7812017 CATEGORY OESCRPTIIN4 12611 SZta 4.01 AVIATION SYSTEMS-ENGINEERING DESIGN 7/12015 7/3112017 8.01 WATER MID SANITARY SEINER SYSTEMS-WATER DISTRIBUTION AND 7/5401$ 7812017 5.01 PORT AND WATERWAY SYSTEMS-ENGINEERING DESIGN 7/12015 7812017 SAHITAIY SEWAGE COLLECTION AND TRANSE8S910N SYSTEMS 8.02 WATER AND SANITARY SEWER SYSTEMS-MAJOR WATER AND 7/12015 7/314017 SANITARY SEWAGE PUMPING FACILITIES Is-ana 8.03 WATER NC SANITARY SEWER SYSTEMS.WATER AND SANITARY 7/14016 7)344017 Lana Maxey,P.E.Chaps/son SEWAGE TREATMENT PLANTS Technical Certification Comlxlee 8.00 TELEC0MMUNICATION SYSTEMS 7!12010 71312017 10.01 ENV RONMENTAL ENGINEERING-STORMWATE R DRAINAGE DESIGN 7/12015 7/31/2017 ENGINEERING SERVICES II 00 GENERAL STRUCTURAL ENGINEERING 7/12015 781!2017 12.00 GENERAL MECHANICAL ENC IEERNG 7/12015 7342017 13.00 GENERALELECTRICAL ENGINEERING 7/12010 71314017 1400 ARCHITECTURE 8/192015 7814017 18.0(1 GENERA/COAL ENGINEERING 7/54015 7812017 17.00 ENGINEERING CONSTRUCTION MANAGEMENT 7/14045 7814047 1800 ARCHITECTURAL CONSTRUCTION MANAGEMENT 8/102015 7812017 4 +a Lau wan.P.E..Ch Wprsm TN/Nan CerIBulbn 0001mxw art- LICENSES AND CERTIFICATIONS .4AP E N G I N E E R S FDOT CERTIFICATION Colima/ F•DDI` Florida Department of Transportation .al.(011 as S•5 %led JIM 51.0111 co■ r wren 3230114a1e June 24,2015 Antonio Acosta.President A&P CONSULTING TRANSPORTATION ENGINEERS CORP 10305 NW 41'Street,Suite 115 Dory.Florida 33178 Dear Mr.Acosta: TM Ronda DeOrbnnrt et Transportation Bas reviewed your application for qualification mange and detrained NN N.date N61WMd k tlpuate to technically qualify yew tens for the ka*a4g types of soak Group 3 -Highway Design-Roadway 3.1 -Minor llbray DMlgn 3.2 •aupr HOMY Magri 3.3 -Conaslsd Amen HigIrmy Design Group -Higamy Deign-Bridges 4.1.1 -Miscelleneeta$truoltn. 4.1.2 -Minor Bridge Mar 4.2.2 -Map(8t dg.Design-$teal Group S -Bridge Inspection Group 10 -Co riOudlon Ergweenng Inspection 54 -Bridge Load Rating 10.1 •Roadway Construction Engineering Inspection 10.3 -Construction Matenat Inspection Group 8 -TMIk Engineering and Operations Studies 114 -Minor Bridge S Miscellaneous Structures CEI 8.1 -Talk Engineering Swam Group 13 -Planning 8.2 -Ingle BM*Timing 8 11 -keedig.ns Transportation Systems Analysis and Design 13.4 -Syst.nw Planning 8.12 -NM.IfigsM Transportation Systems Implementation 115 •Su.aOSYComdor Planing 8.33 -Intelligent TranspoWbn Traffic Engineerng Systems Communications 13.8 •Land Planning/Engineering 117 -Transportation SteWbcs Group 7 -Tratlk Opsratlorrs Dagn Your 00.4554 audit has been accepted,enabling your Ann to Compete for Professional 7.1 -Signing,Pavement Marking and Chamekostlon sample protects energised at the nu it aedn !oval.with estimated fees of any dolor amount. 7 2 -LkMna This status eta be valid until Jana 30 2014 for cadrsdng Ouroosss. 7 3 -%poll ation Fealties HomeBrancn Feld Capital Cost Overtime Pfernwol 2S8811111111111 www.dotscate.tl.us Ovemead Rate 117015% 14230% 0333% Reimbursed 8.1 27 07%(Field 'Rant and umbers excluded from field°Pia rate.These costs will be deeply teNI5Sd an contracts Mat require the consultant to provide field office. Should you have any questions. pease feel free to contact me Wand N tie isyn.kedadot.state.f as or by phone at 850-414 4597. Sincerely �, p71441, Caaayn Prosessionel Slot es OaN8cesioA AAmnitalo ww.doLmoelltai - LICENSES AND CERTIFICATIONS AIP ;" i r ' E N G I N E E R S , PROFESSIONAL LICENSES State of Florida Boat d of Professional Engineers Attests that A & P Consulti: r Transportation Engineers `pFBPE is authorized under the provisions of Section 471.023,Florida Statutes,fo offer engineering services to the public through a Professional Engitwer,duly licensed under chapter 471,Florida Statutes. Expiration: 2/28/2017 CA Lic.No: Audit No: 228201703587 7797 State of Florida Board of Professional Engineers Attests that An onio G. Acosta , P.E. ,x ,. AFBPE ea•vaarvu 1.4441 me, Is licensed as a Professi• i ,01p , ,; '. ter 471, Florida Statutes Expiration:2/28/2017 i•, - • g P.E.Lic.No: Audit No: 228201725220 �,,,,3 I' 40845 .' l Florida State o `Al, Board of Professional Engineers Attests that a Rt ) Gil-M-, a , P..i F B P E 4 t.� ...- ' - r i - — FL(*IIM WARM* Is licensed as a Professi,. -;Y,..-; , '-'- C i. „ter 471, Florida Statutes Expiration:2/28/2017 °!'•'.,'=', L; • P.E.Lic.No: Audit No: 228201725527 ;�_ 43953 I •y� ' ti . LICENSES AND CERTIFICATIONS AIR! ?, E N G I N E E R S PROFESSIONAL LICENSES Stats°8f1rida Board bf Professional Engineers Attests that Arnelio Alfonso , P.E. ., f a" FwBMP„E Is licensed as a Professiolaal Enginee,t,u4der Chapter 471, Florida Statutes Expiration 2/2812017 i t `--f" "4V7 ,, P.E.Lic.No: Audit No: 228201732842 GOD WE 52566 State o f Florida Board b Professional Engineers Attests that Eithel M Sierr; P.E. FBPE Is licensed as a Professi gine.• '�: Chapter 471, Florida Statutes AudExpiration:2/28/2017 0 PE Lic.No: it No: 228201703761 `�����d 5540 t Statef Florida Board c:1 Pro$ssionalEnOneers .,,.. ;i, _ is that `• errero , P.E.4 ; , , �; 4FBPE .lI1XX1\IMI\111>II. Is licensed as a Profess!.i• ,rl t'.4.,,,f• - '' 4 --"ter 471,Florida Statutes Expiration:2/28/2017 C = � P.E.Lic.No: Audit No: 228201718976 `•••U6 ........W'1= 1 •.._ 58025 -' LICENSES AND CERTIFICATIONS AgiP. S a m? t ' •'� E N G I N E E R S ■ PROFESSIONAL LICENSES • State ,_. _ Florida Board o'° ' -- eJ'sional Engineers ;- ti` _Aetna that Y. 3 ° :n- D.E. , .so' '" FBPE :,i„.1'.--., , , . .;- _ ; / Is licensed as a Professi, • ` • - •ter 471, Florida Statutes Expiration:2/28/2017 P.E.Lic No: Audit No: 228201711827 .''''F.Q1) U;V. —. 67358 State of Fl . rida .I. µ Boarcp�'`6f Professional En-.0% eers p . "i" Attests that n'Oesm.. -Alton •, , P.E , . . • FBPE * 4 •, 11111111.141\1.4111 Is licensed as a Professi%.• . R a s< • "`_ 'r e.. .:ter 471, Florida Statutes Expiration:2/28/2017 (� -�--'E ��� , P.E.Lic No: Audit No: 228201732817 D - D w 61601 State Florida Board of Professional Engineers 3 , Attests that • `i An •'- , ,4.aria Baron , P . -,.; FBPE f{�t(,. •InutruYen Is licensed as a Professi �•_: °''' /^':4-.• - .ter 471, Florida Statutes Expiration: 2/28/2017 C .I.!' ,_>-':.� ' P.E.Lie.No: Audit No: 228201706176 • U� w'i 76984 LICENSES AND CERTIFICATIONS AIP. • E N G I N E E R S OCCUPATIONAL LICENSES WIsTY Local Business Tax Receipt LBT Miami-Dade County, State of Florida -THIS IS NOTA BILL -DO NOT PAY 3894145 SUSINCES NAw•n°C„fON RMCEPTNO. EXPIRES A&P CONSULTING TRANSPORTA11ON ENGNEERS'6MEWAL SEPTEMBER 30,2015 10305 MY 41 ST 115 4086322 Must Os atsaMraa m place of bosoms DORAL FL 33178 PuNwnl to Covey Code Chapter aA-A2 9&to OWNER SIC.TYPE OP NONNIp PAYMENTRECENED ALP CONSULTING TRANSP ENGR CORP 212 PAJCORPNARTNERSNMYRRM ST TAX COY.MCTOR Employee(s) 22 E80007787 599.00 07/10/2014 CREOITCMD-14-025704 TN,Laud&NYSE Ti.I sNM oil calm a EMw d W I.1 BEIms Tr.Dr RENM n M a RNEM 'mall,fr.ormilsollem 10S RECEIPT MO.MM'r w dl.plq.d.al.MMM•.Y wM ollo Odo k sa-D[ T.RSNbpsIR lo%Sis[ wlele Local Business Tax Receipt 1 Miami-Dade County, State of Florida -T1414 IS NOT*BILL -DO NOT PAY 4254942 [wMMw MAM[/LOCATIOM RECEIPT ran EXPIRES ACOSTAANTOMOGPE RENEWAL SEPTEMBER 30,2015 10305 MN 41 ST 115 4442083 Mad a dNplay.d at plea of bus.psaa DORAL Ft 33178 Pursuant to County Cod. Chapter BA-Art 9610 OWN[' [[C.TYPE!OP BUSINESS PAYMENT RECEIVED ACOSTA ANTONIO C PE 21200 TONAL we TAX COLLECTOR 560.00 07/11/2014 CREDRCARD--14-026341 TOM IaW MWrr Tax ls*NMMNiou pgmodd Mr Is•floimmt Tex TM.Su.uI N.N a IN, . permit s S.NNYr.remit 9we.RAM Ma Imam rot��� 11M MEOW MIL aMa'atm mdWPlgad.aMsalmidd Idbb-MM.d-Mad.Cad.Sea 11-201 Pommy YRouYwwi ameammil Local Business Tax Receipt 1..BT Miami-Dade County, State of Florida -THIS IS NOT A Bel -DO NOT PAY 4536687 WSJN[[[NAMEILOCATION RECEIPT NO EXPIRES GILMERACARLOSMPE RENEWAL SEPTEMBER 30,2015 10305 MY 41 ST 115 4738287 Man W 6.pl.vad N qaw 01 easiness CORAL R 33178 Pursuant to Coonry Cow Chapter aA-An 9610 OWNER [EC.TYPE OP[UN[[[ PAYMENT RECEIVED GIL MEIN CARLOS M PE 212 PROFESSIONAL SY TAX COLLECTOR PE53 160.00 07/11/2014 CREDRCAR6-14-026336 1Wb JAW Sodom Tao Maealpl a•M orb=I mmo dim Li,•Swarm Taa.IM MNdN I r•Newel mom Na NMM[teE.N Ms WMaaII N•MollkMMSS,N d.IteYNM MMNnMR1 Mtepq MNOIN/pwlmmMdM imourroroomml Nowlimmy Nw.Ed. .__oSwappIyIPMM.N.T. The IS aim*NoM Mdloblol mai.sENebe'Webs-MMomLO•ds Cad.Si.Es-Dt Po aE•ImIso NA nNl „' LICENSES AND CERTIFICATIONS E N G I N E E R S OCCUPATIONAL LICENSES Local Business Tax Receipt Miami-Dade County, State of Florida -THIS IS NOTA BILL -00 NOT PAY 4627585 BUSINESS NAME/LOCATION RECEIPT No EXPIRES ALFONSO ARNEUO PE RENEWAL SEPTEMBER 30,2015 10305 NW 41 ST 115 4831385 butt be clovl.r.d place of bums.. DORAL FL 33178 Pigment to County Code away y SA-AR.9 5 10 OWNER SIC.TYM OP summed PAYMENT SeCEItAO ALFONSO NWELlO PE 212 PROFESSIONAL ST TAX COLLECTOR PE52569 360.00 07/11/2014 CREDITCARD-I4-026336 TIN IaeNBwl.mTax MAIM NMmin=imam a betaerirme Tax Iti9eeaMY wt•keel% p i.wt_� Tfolokeep�ebb-.E.�,Nr Ywtma IMYEraEEts will we fettem�I et eel noel ttmbie Mere grey tee.beside. TM WVT I*tine NW b.Rglmd w ell wmeIE/R middle-IY.fll.9.Code Urn ts-LL he oe..I.yawd.A des Local Business Tax Receipt LBT Miami-Dade County, State of Florida -THIS IS NOT A BILL -00 NOT PAY 4518693 .twI..R NAMEILOCATION RECEIPT NO. EXPIRES SERRAEITHEL RENEWAL SEPTEMBER 30,2015 10305 NW 41 ST 115 4717543 Must be d■smared at Itlade a buvnass DORAL R 33178 Ik,,,,,nt 10 County Cod Cnaot,!8A-Art 95 10 INC.VMS OP BUSINESS WOMB SSiSSA EONEI 212 PROFESSIONAL ST A CARE ON PE55401_ 560.00 07/11/2014 CREDITCARD-14-026336 TN.bed EmieleN Tea 9.eeipt.Yy ere.9.rEprcpbgesw, dI.LNE 9esi..es T�Teo km*e.1 Rotes.. Petty wi..p..wdesesd spfaslT N.R robI..r�..N*bob WPM N B. bow N19NwR..W The WEPT SE Wee wed MElglmes se MI tNmMCM esbSles-Alfemb.9.E.Gee 1N le-221 Ter am Mlaes.1.NM Xem Local Business Tax Receipt LBT Miami-Dade County, State of Florida -THIS IS NOT 911 -DO NOT PAY 5579892 BL.RIIBBS Neeelif.00ATION RECEIPT NO. EXPIRES YIALEXANDER SPEND PE RENEWAL SEPTEMBER 30,2015 10305 NW 41 ST 115 6819761 Mun be displayed at piece of business DORM.8.33178 Purmam to County Cod. Choose BA-Art 9510 OWNS& RC.TYPO OP BUSINESS YI AL8XN ER S PENG PE 212 PROFESSIONAL PAYMENT NICENE° 58820 ST TAX OM/ACTON 560.00 07/10/2014 CREDITCARD-14-025702 MI w8.0MY.=TSMW. fMOi�More MYWNidi�Tee l. in EN Smo mat smiled= i�N.f N * �t4 wp.N�w ___.NN 9lari/awL_ebb&f rb The oboe mete dloM.FM.EESam.Ii1 edibles- Cede 9esRrLl heave atMades.des LICENSES CERTIFItATIONS , CO% CRIAG A. SMITH ADN ASSOCIATES, INC. LICENSES AND CERTIFICATIONS OW. CORPORATE CHARTER State of Florida Department of State I certify from the records of this office that CRAIG A.SMITH& ASSOCIATES,INC.is a corporation organized under the laws of the State of Florida,filed on August 7, 1980. The document number of this corporation is 681464. I further certify that said corporation has paid all fees due this office through December 31,2015,that its most recent annual report/uniform business report was filed on February 19,2015,and its status is active. I further certify that said corporation has not filed Articles of Dissolution. Given under my hand and the Great Seal of the State of Florida at Tallahassee,the Capital,this the Nineteenth day of February, 2015 - - 160%. 044A Secretary of State Authentication ID:CC9842782969 To authenticate this certificate,visit the following site,enter this ID,and then follow the instructions displayed. https://efile.sunbiz.orgicertautlwer.html LICENSES AND CERTIFICATIONS Vre MIAMI-DADE NE CERTIFICATION Technical Certificate-Returning Vendor Self-Service Portal Page 1 of 1 Miami-Dade County M1AM Internal Services Department COUNTY Statement of Technical Certification Categories Firm: CRAIG A SMITH&ASSOCIATES INC 7777 Glades Road„Suite 410,Boca Raton,FL 33434 Code Category Description Approval Date Expiration Date 3.01 HIGHWAY SYSTEMS-SITE DEVELOPMENT AND PARKING LOT DESIGN 12/17/2014 01/31/2017 3.02 HIGHWAY SYSTEMS-MAJOR HIGHWAY DESIGN 12/17/2014 01/31/2017 WATER AND SANITARY SEWER SYSTEMS-WATER DISTRIBUTION AND I 6.01 12/17/2014 01/31/2017 I SANITARY SEWAGE COLLECTION AND TRANSMISSION SYSTEMS 6.02 WATER AND SANITARY SEWER SYSTEMS-WATER AND SANITARY 12/17/2014 01/31/2017 SEWAGE PUMPING FACILITIES 6.03 WATER AND SANITARY SEWER SYSTEMS-WATER AND SANITARY 12/17/2014 01/31/2017 SEWAGE TREATMENT PLANTS ENVIRONMENTAL ENGINEERING-STORMWATER DRAINAGE DESIGN 10.01 12/17/2014 01/31/2017 ENGINEERING SERVICES ! 15.01 SURVEYING AND MAPPING-LAND SURVEYING 12/17/2014 01/31/2017 15.03 SURVEYING AND MAPPING-UNDERGROUND UTILITY LOCATION 12/17/2014 01/31/2017 16.00 GENERAL CIVIL ENGINEERING 12/17/2014 01/31/2017 17.00 ENGINEERING CONSTRUCTION MANAGEMENT 12/17/2014 01/31/2017 Approved By Technical Certification Committee Miami-Dade County hops://www.mie midade.govNendorf fechnriralCertifaaliontrC_PrmtCenificatc 1)272016 Ya• LICENSES AND CERTIFICATIONS COIPS MIAMI DADE COUNTY SBE CERTIFICATION Internal Services Department MIAMI-LYIDE Small Business Development =11 IStreel. a.. ,lasrn%�r.vn�in10 August 18,2015 CERT NO'15863 Approval Date:8/18/2015 -580/AE Mr.Stephen C.Smith Expiration Dale:87312018 CRAIG A SMITH 8 ASSOCIATES.INC. P.O.Box 880128 Boca Raton.FL 33488-0000 Dear Mr.Smith. Miami-Dade County Small Business Development(5801.a division of the Internal Services Department(ISD/has completed the review of your application and attxbnents submitted for certification.Year flnn Is officially certified as a Miami-trade County Small Business Enterprise Architectural 8 Engineering(SBE/AE)in accordance with section 2-10A 01 of the node of Miami-Dade County. This(SBE/AE)certification is valid for three years provided that you subnil a'Continuing Eligibility Affidavc'on or before your anniversary daft of(August 181 for the first and second year of the three year period.The affidavit must indicate any changes ono changes in your lino pertinent to your certification eligibility.The submittal of a 'Continuing Eligibility Affidavit'annually with specific supporting documents on or Wont your Anniversary Dale is required to maintain the three year candlestick You will be notified of this responsibility in whence of the Anniversary Date.Faikre to comply with the said responsibilities may result in immediate action to dewrtily the firm. II at any time there is a matelot charge in the firm e054.1g.but not limited to.ownership,officers.director.scope of work being performed.daily operations.affiliation(s)with other businesses or the physical location of she firm,you most notify this office In wiling within(30)days.Notification should Include supporting dowmeotaban.You Hill receive timely Insr actions from this office as to hoe you should proceed.c necessary.This Meier will be B =Hovel twt((Icaion lucid for the duradon of your Bum's three rein eertlflealee.9 dhe fleet Mahe graduation or becomes Ineligible durfne the three nor followieg an administrative process that your firm's ceNBUtlon hag been removed Dormant to the Mr.Stephen C.Smith Your company is certified in the categories x Haled below affording you the opportunity b bid and padieipal CRAIG A.911817 8 ASSOCIATES.INC. contracts with Smell Business Enlerpnse measures. Cal No:1V863 August 15.2015 Renee note chat the ualegones fisted are very general and are used only to assist our customae In search. Pale 2 tsrxtory for certified finis to meet contract goals.You can find the firm's up-to-date certification profile as Glsaces nee s..view o o.a*v.ann.a+r vv.orn cm other certified firms on the Miami-Dade County Inlemal Services Department,Small Business Developmad Finns'Directory at the websile htIs/Faww.miamidade.00v/business/businesscertifcation-oroorwrr.at. sic.wuul 11111,-MINW■64371.5.M.MAY 0.9.4,941.41 Thank you fon your interest in doing business with Miami-Dade County. Sincerely, _ IIETALA r LAW(sle. Sincerely, — misE..eo +ea.aeaucwae nntw1;aewe • Soma/Bus Thompson,S00 Section Chief _ Small Business Development Division eavxs pea. an,sww sans,eseirowe LICENSES AND CERTIFICATIONS Own _.., ,. ' 1 PROFESSIONAL LICENSES State . �: Flora a,4,..,,, . , Board"ot Pro'=ssional Engineers Attests that Craig Ar_ I ji���, & Assoc. Of Fl., Inc. FBPE 1' '.. A. i '1' ,4 ILI)RII)A INMRI)q is authorized under the provisi s$ c io a''r ,t Ofutes,to offer engineering services to the public through a Professit'�t 1 ` 1∎42.`�.; .,. hopter 471,Florida Statutes. Expiration: 2/28/2017 .�,� 1 Ems' i Gf`�;�` - . 1��'<,`' CA Lic.No Audit No: 228201702227 . :�3' 3110 df State Florida Board of Pro essional Engineers Attests that Stephd raig S ,�,,h , PE . � =• FBPE bilt!;g:IVI:m , Is licensed as a Professional Engineer under Chapter 471, Florida Statutes Expiration:2/28/2017 G - W- 1 r P.E.Lit_No: Audit No: 228201732121 48914 Stat ? <r, - rlda Boar. c " � �� eers „a�-, ..I t t'',ir ,l *Pi' • �' �; - ` FBPE Is licensed as a Professi .;:.,,, ,'•' ....ter 471, Florida Statutes Expiration:2/28/2017 .� �t."2.11---',I +: P.E.Lic.No: Audit No: 228201725963 G��.W6 47801 LICENSES AND CERTIFICATIONS Oire PROFESSIONAL LICENSES State •: Florida Board o, Pro -`"-sional Engineers - Attests that Geri a ;���►`ert Schriner , P.E. FBPE .z Is licensed as a Professional Engineer under Chiter 471, Florida Statutes Expiration:2/28/2017 P.E.Lic.No: Audit No: 228201717899 38821 r q State.. of t1orida Board of Professional En eers rl Attests that Orland. Ibero •io , RE FBPE Is licensed as a Profess' '' ?�a - ■'r ter 471, Florida Statutes Expiration:2/28/2017 ` G / :::' CgV P.E.Lis No: Audit No: 228201726018 D WE 48265 to r Florida Department of Agriculture and Consumer Services Division of Consumer Services License No.:LS4846 Board of Professional Surveyors and Mappers 2005 Apalachee Pkway Tallahassee,Florida 32399-6500 Expiration Date February 28,2017 Professional Surveyor and Mapper License Under the provisions of Chapter 472,Florida Statutes ROBERT D KEENER 950 SE ATLANTUS AVE FORT PIERCE,FL 34983-3906 ADAM H.PUTNAM COMMISSIONER OF AGRICULTURE p, DAVID MANCINI & & S NS,INC. February 4,h,2016 Mrs. Kristy Bada City of Miami Beach 1700 Convention Center Drive Miami Beach, Florida 33139 Re:Design/Build Services for Stormwater Pump Station at Northeast Corner of Convention Center Drive.RFP No.2016-042-KB Dear Mrs. Bada and Evaluation Committee Members: David Mancini and Sons Inc.(DMSI)is pleased and greatly appreciates the opportunity to submit its qualifications for the referenced project for the City of Miami Beach. DMSI's Design/Build Team has more than 20 years of experience working together and is familiar with and understands the technical challenges of building a stormwater pump station and specifically the geotechnical conditions within the City of Miami Beach. The DMSI Design/Build Team is composed as follows: Design/Build Firm: David Mancini and Sons,Inc. Lead Designer: APCTE Lead Constructor: David Mancini&Sons. Since 1999, DMSI has recognized the uniqueness of the City of Miami Beach and the urgency of completing projects in a timely manner, while minimizing impacts on residents, businesses and vehicular traffic, specifically during international events such as Art Basel, Miami Beach Boat Show and the Wine and Food Festival, to name a few. David Mancini & Sons, Inc. Design/Build team has been proven to successfully meet these exact challenges with an excellent safety record. Experience on projects such as the deep shaft construction for storm water and flood mitigation pump stations on 10th Street and 14th Street in the City of Miami Beach exemplify DMSI/APCTE's Team commitment to surpass expectation. Working successfully with the City of Miami Beach, we completed the pipeline installation work, safely maintained public access and met our commitment to keep the local stakeholders both informed and satisfied for the Alton Road Project and seven major neighborhoods reconstructions projects within the City of Miami Beach. The DMSI/APCTE's Team has performed an initial analysis of this project's key components and has conceptually developed an optimum construction plan to reduce the overall schedule, minimize the utility relocations, increase production, reduce the impacts to residents, businesses, local trash pickup, parking, and permitting, meanwhile providing a safe pedestrian, cyclist and vehicular traffic flow during construction. DMSI considers the best possible products for the City of Miami Beach that will reduce the procurement lead time and allows a minimized schedule impact on City of Miami Beach Stakeholders. David Mancini and Sons, Inc. is pleased to present this proposal in full compliance with the Request for Design/Build Services for RFP No. 2016- 042-KB. As an authorized representative of the DMSI Design-Build Team, I affirm and commit to the City of Miami Beach that if chosen as the selected Design-Builder, DMSI will undertake the project in accordance with your terms and conditions and provide you the level of service the City of Miami Beach expects from DMSI. Sinc av ancini, President David Mancini&Sons If R CCP AIL • 4 p • • 4 • a � • s E. • 1St- 4c ti O 410'4316 i