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• ©©2 s Professional Category: <br /> ® - GIME/ENVIRONMEN, AL <br /> ,,Lo g ENGINEERING <br /> ® Sip p - <br /> I �' - - � RFQ Na 12-0402 <br /> fa <br /> ® Biscayne Boulevard Parallel 36-Inch Force Main,Miami- —. <br /> ® Dade Water and Sewer Department,Miami,FL II 'i`m-O°DE=,TER AHD CEPARRIE r up 1 <br /> ra-ra.ulflcc s!al parr aul-ruw Irl—es.�TE gym— ''I <br /> The project consists of installing approximately 20,000 "® °"47477 "°a 1 <br /> ER nm <br /> linear feet of 36-inch ductile iron pipe and fittings for a r "" " 8-764° l <br /> [Fry!, , _ <br /> ® force main in Miami-Dade County, Florida. This force main �� = o i'-'�' ! e 1 <br /> • will serve as redundant line to the existing 30-inch and 20- �, _ 1 it <br /> 0 inch force mains running along West Dixie Highway. KHA's II _a�� ,I <br /> design provides for a redundant connection between Pump I' I'�i <br /> ® Station 423 (Discharge Point) continuing south to a point of LI to w ��rt— <br /> connection with an existing 72-inch PCCP force main (located II , ---` '. <br /> 1 _ <br /> • �� fl <br /> ® approximately at the intersection between NE 19th Place and <br /> NE 159thStreet). We are also designing a subaqueous canal <br /> I® crossing across Snake Creek Canal as part of this project. The line work under Snake Creek Canal will consist <br /> ® of a horizontal directional drill under the canal to avoid impacts to Waters of the State. Since this proposed <br /> approach will result in no impacts to wetland resources or Waters of the State, no mitigation will be required <br /> ® for project approval and implementation. <br /> • <br /> ® �$ I Collins Avenue Water and Sanitary Sewer Improvements, <br /> ® ,..4.1., Miami Beach,FL <br /> l�. �I The City of Miami Beach selected our firm to provide fast-track <br /> 1 <br /> ® . •tl• .4 design, permitting, and construction administration for water main <br /> r � ! <br /> ® „ !- and sanitary sewer improvements associated with new high-rise <br /> f_- developments along Collins Avenue. We met a tight project schedule <br /> ® ',�'„� y ��- '- and coordinated closelywith a hotel developer to ensure that utility <br /> '"F- "'' -I' �y 43, ti P <br /> ® , N Y11 ' ;''{ tl ill service connections to the Lowe's Convention Center Hotel were <br /> ® rbTt tea Y`l21 f 1ilf s� <br /> . . r 41 at `•_� placed in time for the hotel opening. We also worked with Florida <br /> ® ,z f s -*'� i.. Power and Light (FP&L) throughout the project to resolve the conflict <br /> x l rte, i.o=� , - . of proposed water lines with existing FP&L duct banks. <br /> I-',77 ./ tt� . . ,3, = F <br /> ® k,,,$-.•:Flt t^.jv+= Our coordination with area stakeholders minimized impacts to the <br /> Al 1i public. In fact, most of the construction along Collins Avenue occurred <br /> • -?-15-._---Rt - - '/.j at night to avoid closing the road during the day. <br /> ® Fy,r- <br /> 77'...... �—=t,r Before we completed the project, we provided additional restoration <br /> . to sidewalks and curb and gutters adjacent to the project site. This <br /> ® = <br /> -f-' "^' = <br /> 2-------:* 4 additional restoration assured the City of a consistent appearance <br /> ® along Collins Avenue. <br /> O 48-inch Force Main along Sunny Isles Boulevard,Miami-Dade Water and Sewer Department, <br /> ® Miami,FL <br /> ® Kimley-Horn is responsible for the design of a 48-inch Force Main along Sunny Isles Boulevard. The project <br /> ® consists of installing approximately 7,700 linear feet of a 48-inch D.I. (I.D.) and 5,200 linear feet of twin 48-inch <br /> H.D.P.E. (O.D.) force mains. The new force main will connect to an existing 48-inch force main just west of the <br /> O Intracostal Waterway, and convey raw sewage from Pump Stations 301 and 426 west along Sunny Isles Blvd <br /> ® (SR 826) to approximately 1,000 linear feet west of the Oleta River. At that point, it will manifold with an existing <br /> ® RFQ No.12-04-02 Pr=^ Kimley-Horn <br /> 0Y260015 12o Sunny Isles CRil EnNronmental Eng indd `=r 1 and Associates,Inc. <br /> 5 2-21 <br />