As of May 17, 2011, the Contractor had installed the Funtraptions Activity Pool Equipment.
As of May 17, 2011, the Contractor had installed the shower tile and plumbing fixtures.
As of May 17, 2011, the Contractor had began installatio of the plumbing fixtures.
As of May 17, 2011, the Contractor had completed grading and began installation of landscape materials east of the bulkhead.
The aerial below was taken on April 26, 2011.
As of April 26, 2011, the Contractor had recieved and began installation of the water slide.
As of April 26, 2011, the Contractor continued to prime and paint the building exterior and interior.
The aerial below was taken on March 24, 2011.
As of April 19, 2011, the Contractor continued to install the pool deck pavers as well as glass in the curtain wall system.
As of April 19, 2011, the Contractor continued to install the mosaic tile at the Activity Pool and Beach Entry Area.
As of April 19, 2011, the Contractor continued to install interior wall tile in the lockers and bathrooms.
As of April 19, 2011, the Contractor began to install the interior drop ceiling grid.
As of April 12, 2011, the Contractor continued to install the pavers on the pool deck.
As of April 12, 2011, the Contractor had received and began installation of the spandrel glass for the Main Building.
As of April 12, 2011, the Contractor began installing the mosaic tile at the Activity Pool.
As of April 5, 2011, the Contractor had continued to install the exterior soffit.
As of April 5, 2011, the Contractor began installing interior dry wall.
As of April 5, 2011, the Contractor had continued to receive and install vision glass.
The aerial image shown below was taken on March 24, 2011.
As of March 30, 2011, the Contractor had received and began the installation of the vision glass.
As of March 29, 2011, the Contractor had continued installing the larger tree landscaping around the pool deck.
As of March 29, 2011, the Contractor had continued installing the exterior soffit.
As of March 24, 2011, the Contractor had began the installation of the pavers on the north beach walk path.
As of March 22, 2011, the Contractor had began the installation of the landscaping around the pool deck.
As of March 22, 2011, the Contractor had continued to install the glass curtain wall frames.
As of March 22, 2011, the Contractor had poured, plumbed and began tiling the spa.
As of March 15, 2011, the Contractor had delivered and installed the first load of curtain wall framing.
As of March 15, 2011, the Contractor had continued to install the exterior soffit frame work.
As of March 15, 2011, the Contractor had formed and poured the planter curbing.
As of March 1, 2011, the Contractor had poured the curb/retaining wall for the north side beach walk.
As of March 1, 2011, the Contractor continued to install the structural steel for the curtain wall header for the additional multipurpose room location.
As of March 1, 2011, the Contractor continued to install interior framing and AC duct work.
As of March 1, 2011, the Contractor has poured the footers for the traffic bollards at the front entrance.
As of February 22, 2010, the Contractor has poured and stripped the main pool.
As of February 22, 2010, the Contractor has poured the slab for the multipurpose room addition.
As of February 22, 2010, the Contractor continues to install interior framing, plumbing, electrical and A/C equipment.
As of February 10, 2011, the Contractor began excavating and forming for the multipurpose room addition footers.
As of February 10, 2011, the Contractor continued to install interior framing, plumbing and electric.
As of February 10, 2011, the Contractor continued to place structural steel in the main pool
As of February 3, 2011, the Contractor began installing the interior framing, plumbing and electrical for the main building.
As of February 3, 2011, the Contractor was preparing the activity pool for tile installation.
As of February 3, 2011, the Contractor has excavated the main pool, installed plumbing to the main pool, and began installing structural steel in the main pool.
As of January 20, 2011, the Contractor has striped 65% of the roof scaffolding from the main building.
As of January 20, 2011, the Contractor began excavating the main pool.
Below is an aerial photograph of the site taken on December 22, 2010.
As of January 6, 2011, the Contractor installed the structural steel and was placing footers for water features in the activity pool.
As of January 6, 2011, the Contractor had began forming the walls of the concession stand.
As of January 6, 2011, the Contractor began removing the form work from the sides of the roof. The bottom forms must remain in place for 15 days.
On December 29, 2010, the Contractor completed a 540 CY concrete pour to create the roof/future second story floor. The pour required 54 concrete truck loads and a large concrete pump (blue boom). Below are pictures of the pour.
As of December 23, 2010, the Contractor continued to install structural steel to provide strength to the roof.
As of December 16, 2010, the Contractor continued to install structural steel to provide strength to the roof. This picture was taken from the top of the scaffolding which you can see from the street.
As of December 16, 2010, the Contractor had completed the pressure test on the activity pool plumbing as well as passed all required density tests. He will now begin to form and pour the activity pool.
As of December 09, 2010, the Contractor had began excavating and plumbing the activity pool.
As of December 09, 2010, the Contractor continued to install the structural steel in the roof.
As of December 09, 2010, the Contractor had formed header for the second lift of concrete block for the electrical and pump rooms.
As of December 02, 2010, the Contractor had poured the header beam and began the installation of the second lift of concrete block for the electrical and pump rooms.
As of December 02, 2010, the Contractor had continued to install the scaffolding and shoring required to complete the roof pour.
As of December 02, 2010, the Contractor had relocated the stockpiled material to the east side of the bulkhead. This will allow the Contractor to begin pool layout and excavation.
As of November 18, 2010, the Contractor had began the installation of the concrete block on the south end of the building. The area pictured below is the electrical room.
As of November 18, 2010, the Contractor has continued to install the shoring for the roof slab pour.
On November 11, 2010, the Contractor completed a 350 cubic yard concrete pour. This pour included the foundation slab for the Community Center Main Building. The Contractor utilized 35 concrete trucks and a concrete pump to complete the pour.
As of November 10, 2010, the Contractor had completed the installation of the vapor barrier, and all structural steel required to complete the foundation pour.
As of November 04, 2010, the Contractor had began the installation of the roof shoring along the north side of the Community Center.
As of November 03, 2010, the Contractor had installed the south drainage well box.
Per the contract agreement with West, they are to submit monthly aerial photos. The photos shown below were taken on October 28, 2010.
As of October 28, 2010 the Contractor had began installing the structural steel for the foundation pour.
As of October 28, 2010 the Contractor had continued to install the electrical conduit below the foundation.
As of October 28, 2010 the Contractor was continuing to install the underground storm water drainage structures and piping.
To view the updated construction schedule submitted by West Construction on October 28, 2010, please click the link below.
Updated Construction Schedule 20101028
To view the meeting minutes from the construction progress meeting held on October 28, 2010, please click the link below.
20101021 Progress Meeting.pdf
As of October 21, 2010 the Contractor had poured and stripped 8 of the 16 Y columns. The stripped forms were being utilized to form the remaining 8 Y columns. The remaining 8 Y columns are scheduled to be poured on Monday October 25, 2010.
As of October 21, 2010 the Contractor had began installation of storm water drainage structures.
As of October 21, 2010 the Contractor had continued to rough in the plumbing and electrical utilities under the foundation slab.
As of October 14, 2010 the Contractor had completed forming 8 of the 16 Y columns. These 8 Y columns are scheduled to be poured early next week.
As of October 14, 2010 the Contractor had received and began installing the steel columns.
As of October 7, 2010 the Contractor had began installation of the structural steel and water stop for the future elevator pit.
As of October 7, 2010 the Contractor had poured and backfilled the south east grade beam.
As of October 7, 2010 the Contractor had poured and stripped the forms for the first 3'-8" of Y column.
As of September 30, 2010 the Contractor had installed the form work for the south east grade beam.
As of September 30, 2010 the Contractor had installed the steel on all 16 of the Y columns and had begun installing the forms for the first 3'-8" of concrete.
As of September 30, 2010 the Contractor had mobilized their well drilling subcontractor. This subcontractor will drill two wells to a depth of 93'. These wells will function as a part of the storm water system.
As of September 23, 2010 the Contractor had began installation of the vertical steel for the Y Columns. The Y Columns will later support the roof structure. Please note in the picture below, that the left side of the Y Column has been extended. This same procedure will occur on both sides of all Y Columns.
As of September 23, 2010 the Contractor had stripped the forms and backfilled the area surrounding the pile caps.
As of September 23, 2010 the Contractor had graded the area for the future elevator pit and began installing forms. Next he will install the waterproof membrane and structural steel.
On September 16, 2010 The Contractor placed 230 Cubic Yards of concrete into the pile cap forms. The Contractor will now strip the forms and begin backfilling the pile caps utilizing the stockpile of sand onsite.
The next step will be to construct the forms for the grade beams, install the reinforcing steel for the grade beams, and pour the concrete to complete the grade beams.
The Contractor has begun the installation of the vertical steel bars for the Y columns. These columns will later support the roof of the Community Center.
The Town has received FDEP's acceptance of the Foundation Location Certification.
Please click here to view the FDEP Foundation Location Certification Letter
The Town has approved the Contractor's Payment Application #1.
Please Click Here to View Payment Application #1
The Contractor continues to install the pile cap forms and has now began placing the steel in the pile cap forms.
The Contractor has begun installing the pile cap forms and steel rebar in preparation of pouring the concrete pile caps.
The Contractor completed the installation of all 144 auger cast piles on September 19. The Contractor's surveyor will now verify the location of each pile is within the 3 inch tolerance.
The Contractor has submitted a recent "Two Week Look Ahead Schedule". This schedule format highlights in yellow the activities which will be performed over the next two weeks. This item will be update periodically.
Please click here to view the most recent "Two Week Look-Ahead" schedule
Please click here to view the Construction Schedule of Values
The Contractor has completed the tying of steel and constructing the pile cap forms. Auger piles are set to be installed the week of August 9, 2010.
The Contractor has begun grading the project site.
The State FDEP Permit for the Community Center building and pools was received via email on 07/08/10.
Click here to view the FDEP Construction Permit
A FDEP field permit was issued on 06/23/10 for the demo work east of the existing bulkhead wall.
Click here to view the FDEP field permit
After the concrete was able to cure for the required 28 days, our testing lab performed a load test on the test pile installed by West Construction. The pictures below are of the hydraulic load being placed and monitored on the pile.
Installation of the Test Piles began on May 06, 2010. The picture below shows the excavator mounted auger installing the concrete test piles. These piles will cure for 28 days prior to load testing to verify their capacity.
The Notice to Proceed was issued to West Construction on April 6, 2010, making the current completion date February 1, 2011 (300 Calendar Days)
Click Here to View the Notice to Proceed
The Miami Dade Department of Environmental Resources (DERM) approved the plans on March 24, 2010
The Miami Dade Fire Department approved the plans on March 22, 2010
The FDEP NPDES permit was issued on March 18, 2010.
Click Here to View the FDEP NPDES Permit
The Town Permit was approved on March 12, 2010.
Click Here to View the Town Permit
The Ground Breaking Ceremony was held on January 26, 2010.
