HomeMy WebLinkAbout2008-213Phone No.: FAX No.:
A Corporation: Ocean Gate General Contractors, Inc.
Corporation Name: (S)
State of Incorporation: Florida
Type (General
By:
Limited Liability): General Contracting
of authority to sign)
Name (typed or printed):
Mark MacDonald
2854 SE Federal Highway Stuart, FL
TI•��, President
Attesl
(Signature of Corporate Secretary)
Business address:
2854 SE Federal Highway Stuart, FL 34994
Phone No.: (772) 283-6744 FAX No.: (772) 283-1538
Date of Qualification to do business is 2001
34994
(CORPORATE SEAL)
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A Joint Venture: (SEAL)
Joint Venture Name:
By:
(Signature of joint venture partner — attach evidence of authority to sign)
Name (typed or printed):
Title:
Business address:
Last Revised 12/2007 00310 - 6 Wabasso Beach Pk. Restoration
F:\Pubiic Works\Cliff Suthard\Wabasso Beach Park\A Construction Bid Documents0d Documents as of 1-9-2008\Div 0 AS OF 1-8-
2008\00310 - Bid Fonn.doc
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NAME AND LOCATION: JENSEN BEACH CAUSEWAY
Jensen Beach, Florida
FIRM RESPONSIBILITY:
PROJECT OWNER/RER
PROJECT ARCHITECT:
COMPLETION DATE:
PROJECT SIZE:
PROJECT COST:
KEY PROFESSIONALS:
STAFF RESPONSIBILITIES:
General Contractor
Florida Department of Transportation
Archer Western & Bob Novinka
3101 Jensen Beach Blvd.
Stuart, Florida 34997
PH: 772.232.1916 FX: N/A
Grandfield & Grandfield Architects
Brad Grandfield
3601 SE Ocean Blvd., Ste. 002
Stuart, Florida 34996
PH: 772.283-6032 FX: 772.283.8150
October 2005
8,000 SF / 3.5 Acres
$650,000.00
Mark MacDonald, Project Executive; Jennifer Sullivan, Project Manager;
Tim Barker, Superintendent
Ocean Gate General Contractors was hired to construct two new restroom
facilities and 13 picnic pavilions with the necessary water and sewer
amenities at the Jensen Beach Causeway for the DOT Index. We used
customized galvanized items (i.e. bolts). Ocean Gate provided the labor to
perform the required details of the assignment (i.e. hook up of utilities and
erection of pavilions). The project was completed on time.
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NAME AND LOCATION: SAVANNAS STATE PARK AUDITORIUM AND VISITOR CENTER
9551 Gumbo Limbo Lane
Jensen Beach, FL 34957
FIRM RESPONSIBILITY: General Contractor
PROJECT OWNER: Florida Department of Environmental Protection
Bureau of Design and Recreation
Jim H. Ross, Jr.
3900 Commonwealth Blvd.
Tallahassee, Florida 32399
PH: 850.488,5372 FX: 850.245.2128
PROJECT ARCHITECT: Welch and Ward
Andy Welch
218 East Oakland Ave., Ste. 06
Tallahassee, Florida 32301
PH: 850.222.7075 FX: 850.425.1054
PROJECT ENGINEER: Genesis Group Engineers
James P. Sullivan, P.E.
2507 Callaway Road
Tallahassee, Florida 32303
PH: 850.244.4400 FX: 850.681.3600
COMPLETION DATE: Completed August 2002
PROJECT SIZE: 80,000 SF
PROJECT COST: 175797391.00
KEY PROFESSIONALS: Mark MacDonald, Project Executive; Greg Johnston, Superintendent; Carl Talmadge,
Project Manager
STAFF RESPONSIBILITIES: Ocean Gate General Contractors was hired to construct an 80,000 square foot
inter -active visitors center pavilion, amphitheater, site utilities and parking at Savannas
State Park in Jensen Beach, Florida. The building was frame constructed on a stem
wall with all of the necessary equipment and apparatuses. The site was approximately
20 acres. Ocean Gate provided the complete design and construction for the entire
Center, including complete interior finishing. The project was completed on time.
NAME & LOCAITON:
FIRM RESPONSIBILITY:
PROJECT OWNER/REP.:
PROJECT ARCHITECT:
COMPLETION DATE:
PROJECT SIZE:
PROJECTCOST:
KEY PROFESSIONALS:
STAFF RESPONSIBILITIES:
0
JONATHAN DICKINSON STATE. PARK ENVIRONMENTAL CENTER
Hobe Sound, FL
General Contractor
Florida Department of Environmental Protection
Michael Renard
Bureau of Design and Recreation Services
3900 Commonwealth Blvd., MS #520
Tallahassee, FL 32399-3000
PH: 850.488.5372 FX: 850.245.2128
Casey, O' Mura and Donnel
Dudley O'Mura
11911 US Highway 1, Ste. 207
North Palm Beach, FL 33408
PH: 561.626.1133 FX: 561.622.1227
December 2006
14,500 SF
$2.8 M
Mark MacDonald, President; Bill Wyatt, Project Manager; Tim Barker,
Superintendent; Brenda Padilla, Project Coordinator; Laurie Herter, Finance
Controller
With an established reputation for producing quality results for state parks, Ocean
Gate General Contractors was hired for the Jonathan Dickinson State Park
project.The Ocean Gate Team worked on a two -acre job site that was prepared
for build before construction. We erected a 14,500 square foot design -build
concrete building, the entire parking lot, lighting and landscaping. This is a
multifunctional building consisting of a scientific research laboratory, visitor
center and an educational center for visitors. Ocean Gate met both time and
budget constraints paying particular attention to environmental details involved
with a Parks & Recreation project.
NAME AND LOCATION: CAYO COSTA STATE PARK
Boca Grande, Florida
FIRM RESPONSIBILITY:
PROJECT OWNER:
PROJECT ARCHITECT:
PROJECT ENGINEER:
COMPLETION DATE:
PROJECT SIZE:
PROJECT COST:
KEY PERSONNEL$
STAFF RESPONSIBILITIES:
General Contractor
Florida Department of Environmental Protection
Michael Renard
3900 Commonwealth Blvd.
Tallahassee, Florida 32399
PH: 850.488.5372 FX: 850.245.2128
Florida DEP Bureau of Design and Recreation
Thomas Smith
3900 Commonwealth Blvd.
Tallahassee, Florida 32399
PH: 850.488.3539 FX: 850.245.2128
Florida DEP Bureau of Design and Recreation
Marvin Allen
3900 Commonwealth Blvd.
Tallahassee, Florida 32399
PH: 850.488.3599 FX: 850.245.2128
April 30, 2004
1,000 SF
$350,000.00
Mark MacDonald, Project Executive; Jack MacDonald, Project Manager; Ron Rudner,
Superintendent
Ocean Gate General Contractors was hired for a challenging project at Cayo Costa
State Park located in Boca Grande, Florida. Ocean Gate's responsibility included the
construction and installation of a restroom on an island. This particular project could
only be accessed by water since no bridge was available. Ocean Gate met the challenge
head on and was successful in creating the desired building with all plumbing, electrical,
etc. in working order. This was definitely a defining moment for Ocean Gate in that we
achieved the goals on time with quality results.
NAME & LOCATION: LAKE LOUISA STATE PARK
Orlando, FL
FIRM RESPONSIBILITY: General Contractor
PROJECT OWNER/REP.: Florida Department of Environmental Protection
Ken Tilbury
3900 Commonwealth Blvd.
Tallahassee, FL 32399-3000
PH: 850.488.5372 FX: 850.245.2128
PROJECT ARCHITECT: Florida DEP Bureau of Design and Recreation
Steve Watson
3900 Commonwealth Blvd.
Tallahassee, FL 32399
PH: 850.488.5372 FX: 850.245.2128
PROJECT ENGINEER: Registe Engineering Group, Inc.
Jacques Registe
1427 N. Bronough St.
Tallahassee, FL 32303
PH: 850.894.4521 FX: 850.224.0505
ESTIMATED/COMPLETION DATE: August 2005
PROJECT SIZE: 40,000 SF
PROJECT COST: $2.9 M
KEY PROFESSIONALS: Mark MacDonald, Project Executive; Jack MacDonald, Project Manager; Greg
Johnston, Superintendent
DESCRIPTION OF PROJECT: Ocean Gate General Contractors was hired by the Florida DEP to construct
20 waterfront cabins that utilizes solar energy. Each cabin was outfitted with
airconditioning, a kitchen, two (2) bedrooms, two (2) bathrooms and a fire
place. We paid particular attention to the contract regulations and require-
ments for the project that resulted in quality end products. The spectacular
views and the beautiful surrounding area were a sensitive issue when
working. As an environmentally friendly company, Ocean Gate ensured that
the crew followed all of the guidelines in order to preserve the surrounding
area. This project was completed on time.
. MIT K,. Al\L LVl H11l/Pl: BILL BAGGS CAPE FLORIDA STATE PARK
DAY USE PAVILLION & RESTROOM
1200 S Crandon Blvd.
Key Biscayne, Florida 33149
FIRM RESPONSIBILITY: General Contractor
PROJECT OWNER/REP.: Florida Department of Environmental Protection
Division of Recreation and Parks
Michael Renard, Contracts Manager
3540 Thomasville Road
Tallahassee, FL 32309
PH: 850.488.5372 FX: 850.245.2128
PROJECT ARCHITECT: Florida DEP Bureau of Design and Recreation
Marvin H. Allen
3900 Commonwealth Blvd.
Tallahassee, Florida 32399
PH: 850.488.5372 FX: 850.245.2128
PROJECT ENGINEER: McDonald Group International, Inc.
George McDonald
9030 S. Brittany Path
Inverness, Florida 34452
PH: 352.637.1652 FX: 352.637.3679
COMPLETION DATE: January 3, 2004
PROJECT SIZE: 19000 SF
PROJECT COST: $3079000.00
KEY PROFESSIONALS: Mark MacDonald, Project Executive; Jennifer Sullivan, Project Manager;
Laurie Herter, Finance Controller
STAFF RESPONSIBILITIES: Ocean Gate General Contractors provided the necessary labor, supervision, equipment,
and materials to construct wood boardwalks over the dunes, a restroom, and pavilion
according to the plans provided. We made excavations for piping, water mains, sewer
lines, and pertaining structures. In addition, Ocean Gate was responsible for backfill
excavations and the disposal of excess or unsuitable materials from excavation. We
provided and placed necessary borrow material in order to properly backfill
excavations. Ocean Gate installed timber piles to support the structure, reinforced
steel with concrete, completed carpentry finishing work to the structure, and installed
shingle roofing. We cast in place concrete wing walls, concrete sidewalks, and wooden
boardwalks over the dunes.
N
k .r,= Nlyakka [liver State Park
i 1 . i( 1 ..5 � 132f1ti Smtc Ruud 72. 5urux,Lf. F'h Tridxa. 34247
I J� lil`r' <?iir.:S "1 For res¢rvcltiaM v:H R -.ry xll oricn Qm"I) 42A 3921
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NAME AND LOCATION: MYAKKA RIVER STATE PARK - RANGER RESIDENCE
12280 Clark Rd.
Sarasota, Florida 34241
FIRM RESPONSIBILITY: General Contractor
PROJECT OWNER/REP.: Florida Department of Environmental Protection
Michael Renard
3900 Commonwealth Blvd.
Tallahassee, Florida 32399
PH: 850.488.5372 FX: 850.245.2128
PROJECT ARCHITECT: DEP Bureau of Design and Recreation Services
Steve Watson
3900 Commonwealth Blvd., MS #520
Tallahassee, Florida 32399-3000
PH: 850.488.5372 FX: 850.245.2128
PROJECT ENGINEER: Creech Engineers, Inc.
Mark B.
2000 NE Jensen Beach Blvd.
Stuart, Florida 34957
PH: 772.283.1592 FX: 772.220.7881
COMPLETION DATE: Completed May 2004
PROJECT SIZE: 21000 SF
PROJECT COST: $250,000.00
KEY PROFESSIONALS: Mark MacDonald, Project Executive; Seid Baniahmad, Project Manager; Sean
Lukas, Superintendent
STAFF RESPONSIBILITIES: Ocean Gate General Contractors was hired by the Florida Department of Environmental
Protection to construct a new park ranger residence facility. We provided the labor and
materials to construct a 2,000 square foot building. Ocean Gate was responsible for:
clearing and stripping the site area in preparation to build, termite control, sod and seed
of lawn, pouring concrete, all carpentry work, installation of crimp sheet metal roofing
with trim, painting, plumbing, tiling, carpet installation, and a heating and air condition-
ing unit.
NAME AND LOCATION: KISSIMMEE PRAIRIE STATE PARK
CAMPGROUND AND RANGER RESIDENCES
Kissimmee, Florida
FIRM RESPONSIBILITY: General Contractor
PROJECT OWNER: Florida Department of Environmental Protection
Dallas Marshall
3900 Commonwealth Blvd.
Tallahassee, Florida 32399
PH: 850.488.5372 FX: 850.245.2128
PROJECT ARCHITECT: Kelly and Kelly Architects
Gary Kelly
119 SW 6th Street
Stuart, Florida 34994
PH: 772.283.3492 FX: 772.220.7310
PROJECT ENGINEER: Creech Engineers, Inc.
Mark B.
2000 NE Jensen Beach Blvd.
Stuart, Florida 34957
PH: 772.283.1413 FX: 772.220.7881
COMPLETION DATE: October 2001
PROJECT SIZE: 3,600 SF
PROJECT COST: $1,400,000.00
KEY PROFESSIONALS: Mark MacDonald, Project Executive; Sied Baniahmad, Project Manager; Gerald Parker,
Superintendent
STAFF RESPONSIBILITIES: Ocean Gate General Contractors was hired by the Florida Department of Environmental
Protection to construct a new park ranger residence facility at Kissimmee Prairie State
Park. We provided the labor and materials to construct an access road and parking, con-
cession building, observation platform, bathhouse building, water treatment facility and
well, water service distribution system and 35 campsites. Ocean Gate was responsible
for: clearing and stripping the site area in preparation to build, termite control, sod and
seed of lawn, pouring concrete, all carpentry work, installation of crimp sheet metal roof-
ing with trim, painting, plumbing, ceramic wall tiling, flooring, carpet installation, and a
heating and air conditioning unit.
NAME AND LOCATION: OLETA RIVER STATE PARK
North Miami, Florida
FIRM RESPONSIBILITY: General Contractor
PROJECT OWNER: Florida Department of Environmental Protection
Michael Renard
3900 Commonwealth Blvd.
Tallahassee, Florida 32399
PH: 850.488.5372 FX: 850.245.2128
PROJECT ARCHITECT: Florida DEP Bureau of Design and Recreation Services
Fred Hand
3900 Commonwealth Blvd.
Tallahassee, Florida 32399
PH: 850.488.5372 FX: 850.245.2128
PROJECT ENGINEER: Registe Engineering Group, Inc.
Jacques Registe
1427 N. Bronough St.
Tallahassee, Florida 32303
PH: 850.894-4521 FX: 850.224.0505
COMPLETION DATE: May 2004
PROJECT SIZE% 29000 SF
PROJECT COST: $3009000.00
KEY PROFESSIONALS: Mark MacDonald, Project Manager; Chris Ludwig, Superintendent
STAFF RESPONSIBILITIES: Ocean Gate General Contractors was hired to construct two new picnic pavilions
at Oletta River State Park in North Miami, Florida. As experienced General Con-
tractors working for the Florida Department of Environmental Protection, Ocean
Gate paid strict attention to the surrounding area. Preservation of the environ-
ment is important and we made sure that our crew was careful when constructing
the picnic pavillions as not to damage the surrounding area. The project was
completed on time with quality results.
NAME AND LOCATION: MARY BROGAN STATE PARK
Stuart, Florida
FIRM RESPONSIBILITY: General Contractor
PROJECT OWNER: Florida Department of Environmental Protection
Michael Renard
3900 Commonwealth Blvd.
Tallahassee, Florida 32399
PH: 850.488.5372 FX: 850.245.2128
PROJECT ARCHITECT: Kelly and Kelly Architects
Gary Kelly
119 SW 6th Street
Stuart, Florida 34994
PH: 561.283.3492 FX: 772.220.7310
PROJECT ENGINEER: Montgomery & Associates
COMPLETION DATE:
PROJECT SIZE: 5.7 Acres
PROJECT COST: $600,000.00
KEY PROFESSIONALS: Mark MacDonald, Project Manager; Greg Johnston, Superintendent
STAFF RESPONSIBILITIES: Ocean Gate General Contractors was responsible for the landscaping, pavillions,
tot -lot with safety fall surface, basketball courts, a restroom and sod. The project
was completed on time.
NAME AND LOCATION:
FIRM RESPONSIBILITY:
PROJECT OWNER:
PROJECT ARCHITECT:
PROJECT ENGINEER:
COMPLETION DATE:
PROJECT SIZE:
PROJECT COST:
KEY PROFESSIONALS:
STAFF RESPONSIBILITIES:
AVALON STATE PARK - RECREATION AREA
Fort Pierce, Florida
General Contractor
Florida Department of Environmental Protection
Michael Renard
3900 Commonwealth Blvd.
Tallahassee, Florida 32399
PH: 850.488.5372 FX: 850.245.2128
Welch and Ward
L.J.E.
218 East Oakland Ave., Ste. 06
Tallahassee, Florida 32301
PH: 850.222.7075 FX: 850.425.1054
Genesis Group Engineers
James P. Sullivan
2507 Callaway Road
Tallahassee, Florida 32303
PH: 850.244.4400 FX: 850.681.3600
April 30, 2004
6,500 SF
$350,000.00
Mark MacDonald, Project Manager; Todd Porter, Superintendent
Ocean Gate General Contractors was hired to perform work at Avalon State Park located
in Fort Pierce, Florida. We constructed four (4) pavilions, restrooms, a canoe launch,
beach access, elevated observation platform, and a 12 -hole CBS reinforced rest area with
showers. The personnel who worked on the project have had previous experience
working for the Florida Department of Environmental Protection and they understood the
senisitivities that such projects require. Ocean Gate monitored construction to ensure that
the environment would be preserved and that all materials were cleaned up. The project
was completed on time.
ar
[NOTE: If requested by the County, the Bidder shall furnish references, and oth information,
sufficiently comprehensive to permit an appraisal of its abilities as oo ct
By:
77
190President
(Signature)
4/9/08 (Position or Title)
" (Date)
* * END OF SECTION
it
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Last Revised 12/2007 00456 - 1 Wabasso Beach Pk, Restoration
FAIDublic Works\Cliff Suthard\Wabasso Beach ParMA Construction Bid DocumentsSid Documents as of 1.94008\Div 0 AS OF l-
ko 8-2008100456 - Qualifications Questionnaire.doc
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The Bidder SHALL list below the name and address of each Subcontractor who will perform
work under this Contract in excess of one-half percent of the total bid price, and shall also list
the portion of the work which will be done by such Subcontractor. After the opening of Bids,
changes or substitutions will not be allowed unless approved by the OWNER after a request for
such a change has been submitted in writing by the CONTRACTOR, which shall include
reasons for such request. Subcontractors must be properly licensed and hold a valid Certificate
of Competency.
Documentation Submitted with Project No. 0612 for. Wabasso Beach Park Restoration
Work to be Performed Subcontractor's Name/Address
1.It1Dmv\ST p�—vN���N C--�
1. uM�IN t'2 "3231 o t_� AVE, F'6r ? IeEc-E t P -
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4. Un LlI'C1 E S S t 'rl'c
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Sbo 1\sA Wra V�rx� t� FL
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6622 WAW
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6. L.tt H Q s ca 'Pc 2sii -i buEoo game sw*ym . Nngnpvk '�boo<T) FL
34289
7.
8.
Note: Attach additional sheets if required.
* * END OF SECTION * *
Last Revised 12/2007 00458-1 - Wabasso Beach Pk, Restoration
F:Wublic Works\CM SuthardkWabasso Beach Park1A construction Bid Documents\Bid Documents as of 1-9-2008\Div 0 AS OF 1-
8.2008\0045a - List of Subcontrac tors.doc
SECTION 00459 -BIDDER'S AFFIDAVIT REGARDING STATE OF
FLORIDA CERTIFIED EROSION AND SEDIMENT CONTROL
INSPECTOR
(TO ACCOMPANY BID = THIS AFFIDAVIT WILL BECOME PART OF THE CONTRACT
DOCUMENTS IF A CONSTRUCTION CONTRACT IS AWARDED TO BIDDER)
THIS FORM MUST BE SIGNED IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER
OFFICER AUTHORIZED TO ADMINISTER OATHS.
This sworn statement is submitted with Project No. 0612 for:
Wabasso Beach Park Restoration
STATE OF Florida
it COUNTY OF Martin
Before me, the undersigned authority, appeared Mark MacDonald
who upon oath, duly administered, stated as follows:
I. This swom statement is submitted byy Ocean Gate General Contractors, Inc.
whose business address is 2854 SE Federa Highway Stuart, FL 349940
and (if applicable) its
-- Federal Identification No.(FEIN) is 651084099 If entity has no FEIN, include the
AMP*, Social Security Number of the individual signing this sworn statement:
Mark MacDon'
2. My name iald s and my relationship to the entity
named above is Owner/ President
3. 1 understand that if selected for this Project, I must provide a full-time State of Florida
Certified Erosion and Sediment Control Inspector for the Project's full duration.
4. 1 agree that I will be responsible for complying with all local, state, and federal
requirements regarding erosion and sediment control for the Project.
5. 1 understand that "pollution" as defined by Florida Statutes Chapter 403.031(7) means:
a . . the presence in the outdoor atmosphere or waters of the state of any substances,
contaminants, noise, or manmade or human -induced impairment of air or waters or
alteration of the chemical, physical, biological, or radiological integrity of air or water in
quantities or at levels which are or may be potentially harmful or injurious to human health or
welfare, animal or plant life, or property or which unreasonably interfere with the enjoyment
r
of life or property, including outdoor recreation unless authorized by applicable law."
6. 1 understand that in addition to the definition set forth in Item 5 above, "pollution" is also
defined by paragraph 1.5 of Section 02225 of the Technical Specifications for this Project.
1W
7. 1 understand that there are civil and criminal penalties for pollution listed in Florida
Statutes Chapter 403.161 and that there are other penalties listed in Section 02225 of the
Technical Specifications for this Project. I understand that I may be liable for these and
other penalties if pollution occurs as a result of my activities associated with the Project.
Last Revised 12/2007 00459 -1 Wabasso Beach Pk, Restoration
F.1Public Works\Cliff Suthard\Wabasso Beach ParkW Construction Bid Documents\Bid Documents as of 1-9-20080v 0
AS OF 14-2008100459 - Affidavit Regarding Certified Stormwater Inspector.doc
■rr .
las
UP
8. My State of Florida Certified Erosion and Sediment Control inspector who will be
assigned t0 this Project IS: Underwater Engineering Services Inc. - Joseph Frederickson
and his or her State of Florida Certification Number is: 17138 - See Attached
Under penalty of perjury, I declare that I have read the foregoing affidavit and the facts
stated in it are true.
FURTHER A IANT SAYPTH AUGHT
Signature: Date: 4/9/08
Printed Name: rk MacDonald
Thi&foregling instrument was subscribed and sworn to bef re me this day of
n t ,
20 C8 by k8aAL Mail QXnaW ,
who is ersona I nown to me and who did take oath R
My Commission expires: IR • 2&,. �D
* * END OF SECTION * *
at
DIANE M. GONZALEZ
Notary Public, State of Florida
My comm. exp. Aug. 26, 2010
Comm. No. DD 579463
Last Revised 1212007 00459 = 2 Wabasso Beach Pk. Restoration
F:\Pubiic Works\Cliff Suthard\Wabasso Beach Park\A Construction Bid Documents\Bid Documents as of 1-9-2008\Div 0
AS OF i48-2008\00459 - Affidavit Regarding Certified SUxmwater Inspector.doc
JC
I
���yL��� --tit � •J ' �''A �
IL
Indian River County
Purchasing Division
1800 27th Street
Vero Beach, FL 32960
Phone 772 567-8000 Fax 772 770=5140
Ext.. 1416
')ate:
Project Name:
Lid Number:
lid Opening Date:
ADDENDUM NO.6
April 2, 2008
Wabasso Beach Park Restoration
2008032
April 9, 2008 at 2:00 pm
► , TE: THE BID DUE DATE HAS BEEN REVISED TO APRIL 9, 2008
his Addendum is in Response to REQUESTS FOR INFORMATION (RFI), and consists of
L
pages.
****************This Addendum MUST be returned with your bid*****************
II Bids must be received by the Purchasing Division office located at 1800 27t"
Street, Vero Beach, FL 32960, prior to the Date and Time shown above. Late bids
Lill be returned
Company Name
unoDened.
(Tyr)6 / P
authorized Signature:
Telephone:
Title: 2'
14 oCn
Date.
Fax:
TO PROSPECTIVE BIDDERS AND OTHERS CONCERNED: This ADDENDUM and all other
tr : )ENDUMS are intended to clarify, correct, or change the Bidding Requirements and/or the
ontract Documents. Therefore, they hereby supersede anything to the contrary in the Bidding
Requirements or Contract Documents. All ADDENDUMS' are hereby made a part of and shall be
Littached to the subject Bidding Requirements and Contract Documents.
" ADocuments and Settingslmmclaughlin\Local SettingsWemporary Internet FleMOLMAddendum #6.doc
Page 1 of 2
Item 1 - Response to RFI received subsequent to the issuance of ADDENDUM #5:
1. THE LANDSCAPE PLAN CALLS FOR THE INSTALLATION OF 6 SILVER PALMS WITH A
HEIGHT OF 8' HOWEVER I HAVE RECEIVED NUMEROUS LANDSCAPE BIDS AND STATE
THAT THIS PARTICULAR TREE IS HARD TO GET AND IF THEY ARE AVAILABLE THEY ARE
VERY EXPENSIVE - MOST COMPANIES ARE BIDDING A 6' TREE HOWEVER ONE FIRM
HAS BID THE TREE PER PLAN AND THE NUMBER PER TREE IS ASTRONOMICAL- DO WE
NEED TO GO WITH THE PLAN OR IS A SMALLER 6' TREE ACCEPTABLE?
All materials and work shall be bid as specified.
CADocuments and 5ettingslmmclaughlin%ocal Settings\Temporary Internet Files\OLKSAddendum #6.doc
Page 2 of 2
Indian River County
L Is
Purchasing Division
180027 th Street
Vero Beach, FL 32960
Phone (772) 567=8000 Fax (772) 770=5140
Ext. 1416
)ate:
Project Name:
id Number:
Laid Opening Date:
ADDENDUM NO.5
March 31, 2008
Wabasso Beach Park Restoration
2008032
April 9, 2008 at 2:00 pm
!`.jTE: THE BID DUE DATE HAS BEEN REVISED TO APRIL 9, 2008
This Addendum is in Response to REQUESTS FOR INFORMATION (RFI), revisions to
:ertain sections herein, and consisting of 8 pages.
****************This Addendum MUST be returned with your bid*****************
All Bids must be received by the
wStreet, Vero Beach, FL 32960, pri
ill be returned unopened..
Company Name
'Jame:
authorized
Telephone:
T^ PROSPECTIVE BIDDERS AND OTHERS CONCERNED: This ADDENDUM and all other
LJENDUMS are intended to clarify, correct, or change the Bidding Requirements and/or the
�ntract Documents. Therefore, they hereby supersede anything to the contrary in the Bidding
riequirements or Contract Documents. All ADDENDUMS are hereby made a part of and shall be
Littached to the subject Bidding Requirements and Contract Documents.
Purchasing Division office located at 1800 27th
or to the Date and Time shown above. Late bids
t ADocuments and SettingsWmclaughlin\Local Settings\Temporary Internet Files\OLMAddendum #5 (2).doc
Page 1 of 3
a
Item 1 - Response to RFI received subsequent to the issuance of ADDENDUM #4:
1. SHEET U-7 REVISED LIFT STATION: PLEASE PROVIDE A COPY OF THE SFWMD WATER
WITHDRAWLI DEWATERING PERMIT. ALSO PROVIDE A COPY OF THE DEWATERING
PLAN SHOWING WATER DISTRIBUTION, HOLDING, AND REMOVAL.
The means and methods of any required dewatering are up to the CONTRACTOR. CONTRACTOR
needs to be advised he is subject to SJRWMD dewatering criteria, not SFWMD. Also, caisson
installation method should dramatically change dewatering requirements.
2. GEOTECHNICAL: THE PILE INSTALLATION IS UNCLEAR WHETHER DRIVING IS
REQUIRED. ALSO, IF DRIVING IS A REQUIREMENT, DOES iT HAVE ANY IMPACT ON TH
TURTLE NESTING SEASON?
Piling for the boardwalk, ADA ramp, and stairs are not required to be driven; per the DRAWINGS 1
Coastal Tech: "Piles shall have a minimum embedment of 8' feet below existing grade or to
elevation 0.0 NGVD whichever is lower. " The AM Engineering geotechnical report indicates the
piles are to be driven to final bearing. Pavilion piles may be jetted to within 2 feet of the minimum
tip elevation and driven the last 2 feet
3. ITEM #14 — EXISTING IRRIGATION WELL AND IRRIGATION SYSTEM: PLEASE PROVIDE
THE CHARACTERISTICS OF THE EXISTING WELL. PLEASE PROVIDE THE EXTENT OF
WORK FOR IRRIGATION SYSTEM REPLACEMENT.
Existing piping and wells have been cleared and exposed. A site visit with the plans in hand will
greatly clarify the "assumptions". Yes, we are aware the existing well data is not known, howeve
our assumption is that it is not irrigating the sod with salt water and is therefore less than 20 feet
deep.
4. A. PLEASE CLARIFY THE LENGTH OF 16 PILES @ 10" DIAMETER FOR THE PAVILION
AREAS,
B. PLEASE CLARIFY THE LENGTH OF ALL 6X6 WOOD PILES FOR BOARDWALKS.
C. PLEASE CLARIFY THE LENGTH OF 6X6 WOOD PILES FOR THE COVERED BENCH
AREA LOCATED AT BOTH SIDES OF 8' WIDE BOARDWALK.
A. For the piles at the pavilion, i.e. 10"Timber piles the minimum tip elevation should be +9.0'
NGVD. Section 2/S-4 shows the top of the pile at +28.OWGVD and the top of slab at + 18.0'NGVD.
addition to the minimum tip elevation of +9.0 the minimum embedment should be 9 feet. So, if tht
final grades are as indicated on the section the minimum final pile length is 19'-D". Driving
parameters and cut off may require a longer pile, the pile Contractor should be consulted.
B. 6X6 piles for the main boardwalk shall have a minimum length of 21.5' [(+18'NGVD - O.ONGVD)
+3.5'J. Any splices shall occur at the pile cap - as approved by the ENGINEER.
C. 6X6 piles for the covered bench area located a both sides of 8' wide boardwalk shall have a
minimum length of 27' [(+18'NGVD - 0.0NGVD) +9'J. Any splices shall occur at the pile cap - as
approved by the ENGINEER
The cost to furnish and install all piling as shown shall be included in the LUMP SUM BID ITEM 2.01.
5. IN SECTION 03000, ARTICLE 2.11 ITEM B, YOUR ENGINEER HAS SPECIFIED THE PILES 11
BE TREATED WITH .40PCF MCQ WITH THE PILES BEING KILN DRIED AFTER TREATMENT,
IT IS MY STRONG RECOMMENDATION THAT YOU SUGGEST THE USE OF .80 CCA
PILINGS.
The following wood treatments will be acceptable alternatives for the construction of the boardwalk
CADocuments and Settings\mmclaughlin\Local Settings\Temporary Intemet Res\OLMAddendum #5 (2).doc
Page 2 of 3
Piling - 0.6000Am, 0.370AM, or U.1bGA0;
Wood above ground (stringers, pile caps, handrails, benches, etc.) 0.14MCO or EcolifeT";
Other treatments which are equivalent may be approved by ENGINEER.
6. POINT: IN PART F OF THE SAME SCHEDULE, YOU ARE CALLING FOR ALL HOT DIPPED
GALVANIZED HARDWARE, WHICH, ON THE OCEAN FRONT WILL NOT HOLDUP MORE THAN
24 YEARS BEFORE IT HAS RUSTED ALMOST COMPLETELY. ALL OF YOUR HARDWARE
SHOULD BE TYPE 316 STAINLESS STEEL.
All hardware (nails, screws, bolts, nuts, etc.) shall be Type 316 stainless steel or otherwise approved by
the ENGINEER.
7. DOES THE LIFT STATION REQUIRE AN RTU ORA GENERATOR?
RTU is required. Generator is not required.
wtem 2 — In Section 00310, BID FORM, pages 00310 —1 and 00310-3 REPLACE those
pages with the attached pages 00310 -1 R and 00310-3R.
tem 3 - In Section 00622, CONTRACTOR'S APPLICATION FOR PAYMENT, pages 006224,
aind 00622-5, REPLACE those pages with the attached pages 00622 - 41R and 00622 - 5R.
tem 4 - In Section 01541, PROTECTION OF THE WORK AND PROPERTY, page 01541 -1,
'REPLACE that page with the attached page 01541 -1 R.
C \Documents and Settings\mmclaughlin\Local Settings\Temporary Intemet Files\OLKS\Addendum N5 (2).doc
Page 3 of 3
StU I tUN UU37U — blU IFUKM
PROJECT IDENTIFICATION:
Project game: Wabasso Beach Park Restoration
County Project Number: 0612
Project Address: 1820 93`d Street, Vero Beach, FL 32963
Project Description: Construction of Public Park Facilities, Boardwalks,
Benches, Restrooms, Picnic Pavilions, Site Work,
Paving, Walks, Landscape, Lift Station, Site Lighting,
Electrical Work, and Related Incidentals.
THIS BID IS SUBMITTED TO: INDIAN RIVER COUNTY
180027 1h Street
VERO BEACH, FLORIDA 32960
1901 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an
Agreement with OWNER in the form included in the Bidding Documents to perform all Work
as specified or indicated in the Bidding Documents for the prices and within the times
indicated in this Bid and in accordance with all other terms and conditions of the Bidding
Documents.
2.01 Bidder accepts all of the terms and conditions of the Advertisement or Invitation to Bid and
Instructions to Bidders, including without limitation those dealing with the disposition of Bid
security. The Bid will remain subject to acceptance for 60 days after the Bid opening, or for
such longer period of time that Bidder may agree to in writing upon request of OWNER.
3.01 In submitting this Bid, Bidder represents, as set forth in the Agreement, that:
A. Bidder has examined and carefully studied the Bidding Documents, the other related data
identified in the Bidding Documents, and the following Addenda, receipt of all which is hereby
acknowledged.
Addendum Date
Addendum
Number
Addendum Date
Addendum
Number
#1
#4
#2
#5
#3
B. Bidder has visited the Site and become familiar with and is satisfied as to the general,
local and Site conditions that may affect cost, progress, and performance of the Work.
C. Bidder is familiar with and is satisfied as to all federal, state and local Laws and
Regulations that may affect cost, progress and performance of the Work.
D. Bidder has carefully studied all: (1) reports of explorations and tests of subsurface
conditions at or contiguous to the Site and all drawings of physical conditions in or relating to
existing surface or subsurface structures at or contiguous to the Site (except Underground
Facilities) which have been identified in the Supplementary Conditions as provided in
paragraph 4.02 of the General Conditions, and (2) reports and drawings of a Hazardous
Last Revised 3/3112008 00310 -1 R Wabasso Beach Pk.
Restoration
F:1Pubilc Works0iff SuthardlWabasso Beach Park1A Construction Bid DocumentslBid Documents as of 2-6-20080v 0 AS OF 1-$-
2008/00310 - Bid Form.doc
WABASSO BEACH PARK RESTORATION
BID TABULATION FORM
ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL
No AMOUNT
1.0 GENERAL ITEMS
1.01 Mobilization 1 LS
1.02 Performance Bond 1 LS
1.03 Payment Bond 1 LS
1,04 Insurance Coverage 1 LS
1,05 Demobilization 1 LS
1.06 Record ("as -built') Drawings and Survey Work 1 LS
A. Subtotal Items 1.01 through 1.06
2.0 CONSTRUCTION ITEMS
2,01 All site construction including, but not limited to ,
clearing, grubbing, earthwork, removal of existing
pavement, grading, testing, stormwater
management, crosswalks, site structures, all
piling work, restrooms, pavilions, site utilities,
site lighting, electrical, controls, fencing and
gates, landscaping, together with miscellaneous
related sundry items, and restoration, complete
in place and ready for continuous use.
1 LS
2,02 Asphalt Paving, including testing, subgrade 2390 SY
stabilization and base.
2.03 Sidewalk 586 SY
2.04 Curbs (all types) 110 LF
2.05 8' Boardwalk, including all connections to 250 LF
crosswalk and crosswalk ramp complete
2.06 Benches and roofed structure on 8' Boardwalk 2 EA
2.07 Site lift station, force main, gravity mains, 1 LS
electrical work, controls, valves, fittings, and
related incidentals
Be Subtotal Items 2.02 through
20o
Y ' 1
to
on
ot
GRAND TOTAL ITEMS: A, and B
17
Base Bid with All Deck Planks to be
,... c. i'
Constructed with Evergrain as
Sp
ecifred
i.:
GRAND TOTAL ITEMS: A, and B ;
....,.;.
Alternate Bid with All Deck Planks
-.,. r Constructed with Specified Lumber I 'I
++ REMAINDER THIS PAGE INTENTIONALLY LEFT BLANK ++
6 Last Revised 3/31/2008 00310 - 3R Wabasso Beach Pk.
Restoration
F:Tublic Works\C11ff Suthard\Wabasso Beach Park\A Construction Bid Documents\Bid Documents as of 24-200M01v OAS OF 1-8-
2008\00310 -131d Form.doc
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5tt; i IUN 01541
PROTECTION OF THE WORK AND PROPERTY
1.1 GENERAL
A. Take all precautions, provide all programs, and take all actions necessary to
P P P 9 rY
maintain, protect, and repair the Work and all public and private property and
facilities from damage until the OWNER formally accepts the Work.
Be In order to prevent damage, injury or loss, CONTRACTOR's actions shall include,
but not be limited to:
1. Store apparatus, materials, supplies, and equipment in an orderly, safe
manner that,will not unduly interfere with the progress of the Work orthe Work'`
of any other Contractor or utility service company.
2. Provide suitable storage facilities for all materials that are subject to injury by
exposure to weather, theft, breakage, or otherwise.
3. Place upon the Work or any part thereof, only such loads as are consistent
with the safety of that portion of the Work.
4. Clean up frequently all refuse, rubbish, scrap materials, and debris caused by
construction operations, so that at all times, the site of the Work presents a
safe, orderly, and workmanlike appearance.
5. Provide barricades and guard rails around openings, for scaffolding, for
temporary stairs and ramps, around excavations, elevated walkways, and
other hazardous areas.
6. Keep all haul roads clean from dirt and debris from haul operations.
7. Provide site drainage (including temporary drainage systems) such that the
Work is not damaged as a result of stormwater runoff from rainfall. Ali
protective drainage activities shall comply with the requirements specified
elsewhere herein.
Be Use of Lot. '10 for CONTRACTOR operations is not permitted except as
may be approved by the OWNER.
Co Except after written consent from proper parties, do not enter or occupy
privately-owned land with men, tools, materials or equipment, except on easement
provided.
D. Assume full responsibility for the preservation of all public and private property or
facility on or adjacent to the site and work area. If any direct or indirect damage is
done by or on account of any act, omission, neglect, or misconduct in the executiorw
of the Work by the CONTRACTOR, it shall be restored by the CONTRACTOR, at its
expense, to a condition equal to or better than that existing before the damage wa
done.
Last Revised 3/31/2008 01541 A R Wabasso Beach Pk Restoration
FAPublic WorkslCiiff Suthard\Wabasso Beach Park% Construction Bid Documents\Bid Documents as of 24)i 20081Technical
SpeclficationslDiv 1101541 - Protection of the Work and Property.doc
Indian River County
Purchasing Division
180027 th Street
Vero Beach, FL 32960
Phone (772) 567=8000
Ext. 1416
Fax (772) 770=5140
ADDENDUM NO, 4
Date: March 20, 2008
Project Name: Wabasso Beach Park Restoration
Bid Numbers, 2008032
Bid Opening Date: April 9, 2008 at 2:00 pm
NOTE: THE BID DUE DATE HAS BEEN REVISED TO APRIL 9, 2008
This Addendum is in Response to REQUESTS FOR INFORMATION (RFI) and consisting of
3 pages.
****************This Addendum MUST be returned with your bid*****************
All Bids must be received by the Purchasing Division office located at 1800 27th
Street, Vero Beach, FL 32960, prior to the Date and Time shown above. Late bids
will be returned unnnened
Company Name
Name:
(IYPe/I
Authorized Signature:
Telephone:
Title: cCr
Date:
Fax:�a
TO PROSPECTIVE BIDDERS AND OTHERS CONCERNED: This ADDENDUM and all other
ADDENDUMS are intended to clarify, correct, or change the Bidding Requirements and/or the
Contract Documents. Therefore, they hereby supersede anything to the contrary in the Bidding
Requirements or Contract Documents. All ADDENDUMS are hereby made a part of and shall be
attached to the subject Bidding Requirements and Contract Documents.
CADocuments and SettingsVncross\Local Settings\Temporary Internet FileMOLK92Wddendum #4.doc
Page 1 of 2
Item 1 - Response to RFI received subsequent to the issuance of ADDENDUM #3:
1. ARE THE SIDEWALKS AND PARKING LOTS FOR BOPPY'S AND THE REAL ESTATE GOING
TO STAY, AS IS, OR ARE THEY COMING OUT?
The sidewalks are to stay as is, and CONTRACTOR will be responsible for making a smooth
transition from the parking lot and sidewalk apron to the existing sidewalk.
2. SUPPLEMENTARY CONDITION 17.14 — MINIMUM PERCENTAGE OF WORK TO BE
PERFORMED BY CONTRACTOR - STATES THE CONTRACTOR MUST PERFORM AT LEAST
51% OF THE WORK WITH ITS OWN PERSONNEL AND EQUIPMENT, PLEASE PROVIDE
CLARIFICATION OF THE INTENT OF THE OWNER AS WE WOULD BE UNABLE TO ADHERE
TO THIS CONDITION, BUT WOULD LIKE TO BID THE PROJECT AND HAVE BEEN WORKING
FEVERISHLY TO ASSEMBLE OUR PROPOSAL.
In the CONDITIONS OF THE CONTRACT, Section 00800 Supplementary Conditions to the General
Conditions, Article SC47.14 Minimum Percentage of Work to be Performed by CONTRACTOR,
DELETE THAT ARTICLE.
3. THE FOLLOWING WAS RECEIVED FROM A BIDDER; "I SPOKE WITH CATHY KEMP THIS
AFTERNOON. (772489-6254) SHE IS THE SERVICE PLANNER FOR FPL FOR THIS SITE.
SHE INDICATED THEFOLLOWING:
THERE IS NO 3 PHASE POWER ON THE POLES ON THE NORTH SIDE OF THE PROPERTY,
THE ONLY WAY TO GET 3 PHASE TO THE NW CORNER IS TO COME ACROSS SR A1A,
WHICH WOULD REQUIRE DOT PERMIT. LENGTHY PROCESS, ACCORDING TO CATHY.
AN OPTION FOR LIFT STATION 3 PHASE WOULD BE TO COME FROM THE CONCRETE
POLE NEXT TO THE SIDEWALK BETWEEN BOPPY'S AND THE REALESTATE OFFICE, SHE
SAID FEES WOULD BE REQUIRED FOR THE TRANSFORMERS AND LABOR. HOW MUCH:
SHE DIDN'T KNOW. ANOTHER QUESTION FROM MY END WOULD BE, CAN WE RUN
UNDERGROUND THRU THE REAL ESTATE PARKING LOT?"
FPL has already been requested to extend 3-phase power to the power pole shown on the plans,
see sheet U -8a and the attached service request. It should also be noted that there is no platted
easement between lots 4 and 5 (Boppy's and the Office building), nor do we have any authorization
to install utilities through the private parking lot.
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Page 2 of 2
Project Name:
Location:
Company Name:
Commercial and Industrial Project Checklist
Wabasso Beach Park Restoration
9310 North A-1 -A
I Wabasso / Indian River
'Primary Point of Contac:
Electrical Contractor.
Contact for Design:
Other.
For Agreements an
Contact Name:
Mailing Address:
P , -,nY iil
Cliff Suthard Office:
N/A Office:
Steve Snoberaer office:
Office:
City and County
Cell:
Cell:
Ceq:
Cell:
' Exiting and proposed facilities
Email:
Email:
Email:
Email:
steves(&-carterassoc.
• Existing utllly poles, meters andfor padmounted transhmner locations
• Easement designations, welland boundaries
d Invoices, please provide:
Cliff Suthardm
4375 43rd Avenue Vero Beach FL 32967 1 or Email:
Person FPL will contact to discuss On project: and send eonmanieatfons to rogaroffiag changes aRecang the status of the job
Type of Business (Presse select dere)
8 Office Retail
Multiple -Unit Complex Medical
Number of Units 1 Restaurant (speciy)
Number of Meters 1 Seating Capacity
Meter Designation (Suite, unit, Apt, ste)® All Electric
Gas f Electric
®Site Plan, Water, Sewer, Drainage, Paving and Landscape Plans including but not limited to:
Location of Wetlands or Environmentally protected areas
Location of any protected species on or near site (within 2 miles) I Dune Veaetation
Location of any contaminated soli concerns
Can utilities be permitted with developers crossing of environmental areas? Yes? 1
5 Electrical Requirements
yoltaoe•
120/2401 Phase 1201208 3 Phase
120/240 3 Phase (Open Delta) 2771480 3 Phase
PX 1201240 3 Phase (Closed Delta)
/ /
Form Submittal Date
csuthard(&ircaov.cory
' Exiting and proposed facilities
steves(&-carterassoc.
• Existing utllly poles, meters andfor padmounted transhmner locations
• Easement designations, welland boundaries
)(
Electrical Riser Diagram
X
Panel Schedule
x
CAD File: Can be an electronic file or a Me on
a drse Should be in DXF or DWG format and indude the following•
a
Contact ph$ of CAD firm that did the design
e.
Drainage areas
b.
Site plan
f.
Dedicated utility easements
G
Sewer fines (both main and service lines)
g.
Wetland area - If applicable
d.
Water lines (both main and service lines)
h.
Lift Station
Location of Wetlands or Environmentally protected areas
Location of any protected species on or near site (within 2 miles) I Dune Veaetation
Location of any contaminated soli concerns
Can utilities be permitted with developers crossing of environmental areas? Yes? 1
5 Electrical Requirements
yoltaoe•
120/2401 Phase 1201208 3 Phase
120/240 3 Phase (Open Delta) 2771480 3 Phase
PX 1201240 3 Phase (Closed Delta)
/ /
Form Submittal Date
csuthard(&ircaov.cory
steves(&-carterassoc.
Commercial and Industrial Project Checklist
FPL
Service Details Additional Electrical Requirements
Wire Size: 60 Main Panel disconnect size (amps)
Number of Sets: 1 Number of meters required
Total Estimated Demand: 8 (kW) Meter address / designation (suite, unit apt, etc)
Total A/C Square Footage: N/A YES Lift Station (Yes / No)
Number of A/C Units: 0 size tons
Other electrical needs
This service is for a county owned lift station only.
5 Construction Schedule
Please include the below required intonation in (MrMddlyy) lonmL
1) Clearing, Site Work, Water & sewer May 2008 3) Installation completed b)r AU ust 2008
2) FPL design layout by Aril 200 4) Desired date for Permanent Service AU ust 200EI
6 Installation of FPL Construction Material
Customer to install: all FPL facilities for credit Directional Bores Tor crossing under roadways or environmental areas to get into project
X FPL to install all of its facilities Customer to directional bore Yes:X No:
FPL to directional bore Yes: a No: 8
Easement 13
NX Platted: Yes: X No:
Specific: Yes: No:
Utllity Yes. No:
Final Plat recorded by: I Already Platted (date)
Other Concems sentinel
Are there any existing FPL facilities in conflict with proposed construction & critical dates for relocation or removal?
Explain.
Are there any special construction requirements / restrictions. (Use construction entrance only, no weekend work or
work outside of normal working hours)?
Explain:
® Are there existing buildings on-site to remain in operation during construction?
Explain: Existing 1 phase service lines need to be maintained during 3 phase installation.
® Are there existing overhead power lines and/or service lines that need to be removed and/or abandoned?
Explain Existin single phase service to existing 9 9 P g pole. Need 3 phase to existing pole.
Once all above information is received we can begin Design of the Project
Design Phase = 6 - 8 weeks
Scheduling Phase= 3weeks
Construction Phase = dependent on the scope of the project
•" Please send completed form and CAD file to your Area CPM "•
Please contact your Area CPM for assistance
J
1v11;-0bZ1a6c
Melissa Cross
From: Michelle Creighton
Sent: Thursday, March 20, 2008 3:29 PM
To: Ben Herd; Michael Cupp; Melissa Cross
Subject: FW: Addendum #4, Wabasso Beach Park Restoration Bid
Attachments: FPL Commercial and Industrial Project Checklist.pdf; Addendum #4.doc
Michelle Creighton I Estimating Assistant
2854 SE Federal Highway I Stuart, FL 34994
Phone: (772) 283-6744 Ext. 10
mcreighton@oceangategc.com
www.oceangategc.com
I Fax: (772) 283-1538
Ll
r agc 1 vi J
CONFIDENTIALITY NOTE: The information contained in this transmission is privileged and confidential under
Florida Statute 466.252 & 396.017. If you are not the intended recipient (or authorized to act on behalf of the intended
recipient) of this message, please do not disclose, forward, distribute, copy, or use this message or its contents. If you have
received this communication in error, please notify us immediately by return e-mail and delete the original message from
your e-mail system. Thank you.
— -Original Message -----
From: Luanne Marino [mailto:lmarino@ircgov.com]
Sent: Thursday, March 20, 2008 3:22 PM
To: Clifford Suthard; brad@summitcm.net; christy@summitcm.nets hollytanner@bellsouth.net;
ronnie@kirchmanconstruction.com; peter@ passage_islandhomes.com; annette_lamont@mcgraw-hill.com;
jfykes@barthconstruction.com; mtaylor@sidfl.com; antoinette.ledet@reedbusiness.com; gdp@ebmorris.cc;
Michelle Creighton, dtrindade@collagecos.coms dmstump2005@earthlink.net; dmilton@miltonconstruction.com;
Ikuznitz@gcworks.nets king@ckmcinc.com; chasinbobby@aol.com; camgroupllc@gmail.com;
robert32904@yahoo.com; srush@westconstructioninc.net; richard@naturebridges.com;
lanceglaab@comcast.net; jerry@awmconstruction.ince wataugacompany@bellsouth.net;
art@canaveralconstruction.com; hjones@earthbalance.com
Subject: RE: Addendum #4, Wabasso Beach Park Restoration Bid
Attached is Addendum #4, for the Wabasso Beach Park Restoration Bid. There should be 2 documents
attached. I am required to provide addendums to everyone who has picked up the bid package, even if they are
not going to bid the project.
Please email me back confirmation that you have received it.
3/20/2008
Indian River County
Purchasing Division
180027 th Street
Vero Beach, FL 32960
Phone (772) 567=8000 Fax (772) 770-5140
Ext. 1416
ADDENDUM N0.3
Date:
Project Name:
Bid Number:
Bid Opening Date:
March 17, 2008
Wabasso Beach Park Restoration
2008032
March 26, 2008 at 2:00 pm
TE HAS BEEN REVISED TO MARCH
This Addendum is in Response to REQUESTS FOR INFORMATION (RFI) and consisting of
2 pages.
****************This Addendum MUST be returned with your bid*****************
All Bids must be received by the Purchasing Division office located at 1800 27th
Street, Vero Beach, FL 32960, prior to the Date and Time shown above. Late bids
will be returned
Company Name _
Name:
L (Type / I
Authorized Signature:
Telephone:
vua�. L - , v U l
Fax:
TO PROSPECTIVE BIDDERS AND OTHERS CONCERNED: This ADDENDUM and all other
ADDENDUMS are intended to clarify, correct, or change the Bidding Requirements and/or the
Contract Documents. Therefore, they hereby supersede anything to the contrary in the Bidding
Requirements or Contract Documents. All ADDENDUMS are hereby made a part of and shall be
attached to the subject Bidding Requirements and Contract Documents,
C:\W INNTapsdoc\nettemp\3696\$ASQ864083. DOC
Page 1 of 2
Item 1 — Response to RFI received subsequent to the issuance of ADDENDUM #2:
1. THE PLANS STATE DON'T DISTURB DISNEY'S LANDSCAPE, THE 2" P.E. WATER LINE IS
GOING RIGHT THROUGH THE LANDSCAPE AREA. PLEASE CLARIFY IF THIS AREA IS IN
THE ROW OR IF IT IS DISNEY PROPERTY.
This area is located within the ROW, the CONTRACTOR shall install the 2" P.E. water line to avoid
Disney landscaping located within the ROW to the extent practical.
2. THE LEGEND ON SHEET C2 SHOWNS A HATCH PATTERN FOR PARKING LOT
RESTORATION, BUT THIS HATCH PATTERN IS NOT SHOWN IN THE PLAN LAYOUT.
PLEASE CLARIFY THE AREAS THAT THIS HATCH PATTERN IS REFERRING TOO.
See sheet C3 for all proposed pavement
3. THE PLANS CALL FOR THE CONTRACTOR TO PLANT NATIVE DUNE VEGETATION. IS
THERE GOING TO BE BEACH NOURISHMENT BEFORE THE CONTRACTOR PLANTS
VEGETATION?
Beach restoration (by others) may or may not occur prior to native dune planting, however the
extent of native dune vegetation required will not change.
4. PLEASE CLARIFY HOW THICK THE STABILIZED SUBGRADE IS.
The CONTRACTOR shall provide adequate stabilized subgrade to meet the minimum compaction
specifications as noted on the drawings and technical specifications.
5. PLEASE CLARIFY
IF THE
2.5"
OF ASPHALT INCLUDES THE 1" OVERLAY.
The 2.5" of asphalt
1.5 inch, and 1
includes
the
1 inch of overlay.
6. PLEASE
CLARIFY THE
NUMBER & THICKNESS OF
ASPHALT LIFTS.
Two lifts,
1.5 inch, and 1
inch or as prescribed by FDOTspecifications.
7, THE PHONE NUMBER IN ITEM 11 #11 OF ADDENDUM #2, IS WRONG.
The correct number is 8004624002.
C:1WI NNT\apsdoclnettemp13696\$AS0864083. DOC
Page 2 of 2
Indian River County
Purchasing Division
180027 th Street
Vero Beach, FL 32960
Phone (772) 567=8000 Fax (772) 770=5140
Ext. 1416
Date:
Project Name:
Bid Number:
Bid Opening Date:
ADDENDUM NO.2
March 12, 2008
Wabasso Beach Park Restoration
2008032
March 26, 2008 at 2:00 pm
This Addendum includes revisions to various SECTIONS of the CONTRACT BID
DOCUMENTS, ADDITIONAL CONTRACT DRAWING, and REVISED CONTRACT DRAWINGS
consisting of 45 pages, and 16 DRAWINGS.
Addendum MUST be returned with your Bid******************
All Bids must be received by the Purchasing Division office located at 1800 27th
Street, Vero Beach, FL 32960, prior to the Date and Time shown above. Late bids
will be returned unopened.
Compa
Name:
Authori;
Telephc
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Page 1 of 11
Rev. 3-12-08
J
Item 1 ownResponse to questions received prior to the February 28, 2008 Prebid
Conference.
1. WILL TRASH BINS, BBQ GRILLS, AND CIRCULAR BENCH BE SUPPLIED BY COUNTY OR
CONTRACTOR AND ARE THERE ANY COUNTY STANDARDS?
The County will furnish and install the trash bins. CONTRACTOR shall furnish and install two grills
and the circular bench. Grills will be required for the picnic pavilions and shall be Pilot Rock, model
NS -20 B6S stainless steel. Contact R. J. Thomas Mfg. Co., Inc. 800-762-5022. Grills shall be installed
per manufacturer's recommendation where directed by the ENGINEER. Circular Concrete Benches
shall be Barco Products, Seaside Bench Model No. SW1030, 6' Concrete Bench with seat color to be
Slate Natural Stone and base color to be Tan Exposed Aggregate. Barco Products contact number
8004384697. Barco Products or approved equal accepted.
2. CAN THE WORK PROCEED DURING THE SEA TURTLE NESTING SEASON?
The sea turtle nesting season begins March 1st and ends October 31s`. Yes, all work landward of
the "primary dune line" which essentially includes all work except the crosswalks and ramp.
See Section 01009 SPECIAL PROVISIONS, Ardclel.2, and Section 00200 INSTRUCTIONS TO
BIDDERS Article 23.
3, WILL BATHROOM FLOORS BE EPDXY COATED? SPECIFICATIONS LIST EPDXY, BUT
FINISH SCHEDULE SHOWS ONLY SEALED CONCRETE.
The restroom floors will be finished per the specifications.
Item 2 see,Response to questions received at the February 28, 2008 Prebid Conference:
1, CAN THE FULL TIME INSPECTOR, REQUIRED IN SECTION 00459, ITEM 3, ALSO BE THE
PROJECT FOREMEN?
Yes
2, DOES THE CONTRACTOR OR COUNTY PAY FOR TESTING?
CONTRACTOR pays for the testing. See Section 00800, Supplementary Conditions to the General
Conditions, Article SC -13.03
3. PLEASE PROVIDE A PERMIT FEE SCHEDULE; ARE THERE ANY UTILITY FEES?
See the following Revised Section 00800, Supplementary conditions, Article SC -6.08,
Paragraphs B and D:
Be The OWNER has applied for or obtained the following permits:
• Indian River County Minor Site Plan
• Florida Department of Environmental Protection, Reference IR -784
• US Army Corps of Engineers
• Florida Department of Environmental Protection Water & Wastewater
Indian River County Water & Wastewater
FDOT Utilities Connection and Driveway Connection
Other permits to be obtained by CONTRACTOR include but may not be
limited to:
• Indian River County Building Department
• Indian River County Electrical for Lift Station
• Florida Department of Health Well demolition and construction permits
D. The CONTRACTOR shall obtain and pay for all other required permits
and licenses, except any impact fees or utility connection fees, which will be
paid by the OWNER. The CONTRACTOR shall provide copies of the permits
to the OWNER and ENGINEER and shall comply with all conditions contained
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Page 2 of 11 Rev. 3-12-08
L
15. THE ELECTRICAL SERVICE AND UTILITY INFORMATION IS NOT OF SUFFICIENT DETAIL
TO DETERMINE WORK REQUIRED, FOR NUMBER OF PHASES, SERVICE TO THE LIFT
STATION, UTILITY RELOCATIONS, TELEPHONE LINES, AND COORDINATION WITH FPL.
FPBL service extensions are shown on sheet U-1. Underground utilities are indicated to the extent
known. Be advised "Sunshine State One Call" no longer responds to requests for locates from
surveyors or engineers. CONTRACTOR will have to locate and adjust the existing utilities in
accordance with the notes on sheet U-2. FPBL was forwarded with service request information
indicating revised design components.
16. Mr. Davis, Director of Public Works, advised revisions to the lift station will be submitted to the
bidders. The revisions essentially include a station with addition capacity. WILL THERE BEAN
ADDITIONAL 10 DAYS FOR BIDDER REVIEW OF THE REVISED LIFT STATION BEFORE THE BID
OPENING DATE? If necessary the bid date will be extended. As above the bid date has been
extended.
17, through 21. ADDITIONAL QUESTIONS CONCERNING INSUFFICIENT INFORMATTION
RELATIVE TO THE METER SOUTH OF THE WET WELL, NOTES ON U1 FOR CLARITY,
WELL PERMIT, NO DETAIL DRAWINGS FOR THAT WORK, NO POINT OF POWER
CONNECTION FOR LIFT STATION, HOW WILL POWER TO LIFT STATION BE
PROVICED, AND NO RISER DETAIL.
Regarding the power connection to the lift station and how power will be provided, the Contractor
shall hire a licensed electrical contractor to design and connect the power service for the lift station.
See attached Sheets U-1 REVISED, and additional DRAWING Sheet U -8A REVISED for details. These
DRAWINGS SHALL BECOME A PART OF THE CONTRACT DOCUMENTS TOGETHER WITH
DRAWINGS U-7 REVISED, U4 REVISED, AND OTHER DRAWINGS HEREIN,
22. NOTE: Mr. Davis advised the Wabasso Beach Park site is very busy with private businesses at the entrance
along the north, and Disney activity to the south. It will be necessary to close the Park from time to time and
divert patrons to the Golden Sands Park. Consequently safety and protection of the public is very important
and will require the CONTRACTOR'S attention.
Item 3 - Response to questions received after the February 28, 2008 Prebid Conference:.
1, SECTION 2.02 OF THE SPECIFICATIONS CALL FOR ALUMINUM WIRE, WILL ALUMINUM
WIRE BE ALLOWED ON A BEACH FRONT PROJECT?
Delete the reference to the use of aluminum wire and use copper wire only.
2. SECTION 2.09 METERING SPECIFICATIONS, SPECIFICATION SHOULD BE ALUMINUM
METER SOCKET, NEC REQUIRES "ALL MATERIALS TO BE SUITABLE FOR THE
LOCATION"?
There is not a copper meter can. Project will require a standard aluminum meter can that can be
used in a location near the beach.
3. PLEASE PROVIDE SPECIFICATIONS FOR TIMECLOCKS.
The time clock will be equal to an Intermatic T101P.
4. THERE IS NO CIRCUIT SHOWN FOR EXHAUST FANS.
The exhaust fans shall be tied into the lighting circuit in the appropriate bathroom.
5. SHEET E1.01, IS SCALE 1" = 20'?
The scale is incorrect on sheets E101. Correct scale is 1 " = 20
6, CONCRETE POLES, FIXTURE SCHEDULE CALLS FOR 12' AFG. WHAT IS THE TOTAL
REQUIRED LENGTH OF THE POLE? WHAT ARE THE WIND LOAD REQUIREMENTS AND
ARE LOAD CALCULATIONS AND ENGINEERING REQUIRED?
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Page 4 of 11 Rev. 3A2-08
„ 16. C4, THE QUANTITIES GIVEN FOR NEW ASPHALT ARE INCONSISTENT WITH THE BID
FORM. PLEASE VERIFY CORRECT QUANTITIES AND REVISE THE BID FORM
ACCORDINGLY.
Bid sheet has not been revised since bid quantity is equivalent to the total surface area of the
proposed parking lot The CONTRACTOR will install 2.5 inch layer of asphalt over -5,660 sgft (628
syd) of new pavement and a 1 inch layer of asphalt over -15,850 sgft (1,761 syd) of old pavement
which is not proposed to be removed. Therefore, a total of 2390 syd of asphalt will be installed
Within bid item 2.02 the CONTRACTOR will be responsible for all materials, equipment, and labor for
the proper installation of the su"rade stabilization, base, asphalt, and required testing.
Approximate cut and till quantities are shown on page C-1.
17. C-7, PLEASE VERIFY THAT THE BOARDWALK COVERED ROOFS ARE TO RECEIVE
SHINGLES IN LIEU OF METAL ROOFING TO MATCH THE RESTROOM AND PAVILIONS.
CONTRACTOR shall provide metal roofing identical in type and installed as identified on the
architectural and structural drawings In lieu of the shingle roofing shown on C4.
18. U-1, THERE ARE TWO WATER METERS THAT ARE NOTED TO BE RELOCATED. IS THIS
CORRECT, THAT THE METER OWNER (UTILITY) WILL DO THE RELOCATION?
The relocation of the two water meters Is included in the scope of work for this CONTRACT, see
sheets UIREVISED and U8AREVISED.
19, U-1, IF THE EXISTING WELLS AND IRRIGATION SYSTEM ARE TO BE ABANDONED BY THE
CONTRACTOR PLEASE PROVIDE A DETAIL OF THE WORK INVOLVED.
See notes provided on U8A REVISED for details.
20. U-1, WILL THE CONTRACTOR BE REQUIRED TO INSTALL THE NEW WELL AND IRRIGATION
WORK? IF SO PROVIDE A DETAIL.
See notes provided on U8A REVISED for details.
21. U-1, WILL THE CONTRACTOR BE REQUIRED TO RELOCATE THE EXISTING TELEPHONE
SERVICE? IF SO PROVIDE A DETAIL
Contractor will be responsible to relocate all indicated utilities. See plan details, sheet U4 REVISED
and U -8A REVISED. See Existing Utility notes on sheet U2.
22, U-1, REGUARDING THE FP&L 3 PHASE POWER EXTENSION, HAS FPL COMPLETED THIS
WORK?
No
23. U-1, REGUARDING THE FPL 230 VOLT 3 PHASE BURIED SERVICE TO POLE, HAS FPL
COMPLETED THIS WORK?
The buried electric service is by CONTRACTOR. See site plan details sheet UIREVISED and notes
on U7 REVISED.
24, U7, PLEASE PROVIDE ELECTRICAL SERVICE REQUIREMENTS FOR THE LIFT STATION
THAT IS COMPATIBLE WITH SERVICE FOR ALL OTHER BUILDINGS AND SITE LIGHTING.
N/A, lift station requires separate electric service and meter can.
25. U-7, LIFT STATION NOTE STATES, "SEE ELECTRICAL DRAWINGS FOR SERVICE
REQUIREMENTS,” PLEASE PROVIDE THIS INFORMATION.
See notes on sheet U=1 REVISED and U8 REVISED.
26. LA -1, IN THE TOP RIGHT CORNER, THE NOTE READS, "PROPOSED DUNE VEGETATION"
HAS THIS WORK BEEN COMPLED OR IS THE CONTRACTOR REQUIRED TO DO THIS
WORK? IF INCLUDED IN THE CONTRACT PLEASE PROVIDE SPECIE AND QUANTITY.
See Item 3 #15 above.
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Page 6 of 11 Rev. 3-1248
The scale Is incorrect on sheets E1.01 and E1.02. Correct scale is 1" = 20
38. SPECIFICATIONS BOOK REFERS TO SHEET E3.10 FOR ELECTRICAL SPECIFICATIONS.
PLEASE VERIFY THIS SHEET EXISTS.
In the contract documents, in Section 00010, TABLE OF CONTENTS, sheet 000104, in DIVISION 16
- ELECTRICAL, revise the notation "See Drawing Sheet E3.10" to read.
"See Drawing Sheet E3.00".
Revised TABLE OF CONTENTS sheet 00010-4R is attached.
39. FINISH SCHEDULE ON A-6.10 SHOWS NO FINISHES HOWEVER ON A4.20 PAVILLION WALL
SECTIONS SHOWS THAT THE PAVILLION HAS AREAS TO BE PAINTED.
Section 09911-EXTERIOR/INTERIOR PAINTING, 3.5, EXTERIOR PAINTING SCHEDULE. Specification
calls out all areas to be painted.
40. C-2 SHOWS THAT BOLLARDS ARE PLACED 6" O.C. IS THIS CORRECT OR IS IT TO BE 6'
O.C.?
Bollards are to be installed at 6 feet on center.
41. C4 SECTION B -B SHOWS 2X12 BEAM BOLTED TO 6X6 PILE: ANCHOR DETAIL SHOWS
2X10 BEAM — PLEASE CLARIFY BEAM SIZE.
The beam should be 2'02':
42, C-2 SHOWS A TYPE F CONCRETE CURB ON EAST SOIDE BUT SECTION A -A, C-3 HAS THE
CURB LISTED AS TYPE D.
The curb on the eastern edge of pavement shall be a type F curb.
43. C-6 BOARDWALK & ADA RAMP TYPICAL DETAIL: THE DECKING IS SHOWN AS BEING
NAILED AT ONE LOCATION BUT SCREWED IN ANOTHER — PLEASE CLARIFY
ATTACHMENT OF DECKING.
The decking is to be screwed, please see Technical Specification SECTION 03000 for boardwalk
construction methodology.
44. A4.20 PAVILLION WALL SECTION "PAINT EXPOSED CONSTRUCTION" —DOES THIS.
INCLUDE UNDERSIDE OF PLYWOOD DECK AND EXPOSED TRUSSES?
Section 09911-EXTERIORIINTERIOR PAINTING, 3.5, EXTERIOR PAINTING SCHEDULE. Specification
calls out all areas to be painted, which includes underside of plywood sheathing and trusses.
45. SHEET LA -1 SOUTH END OF PROPERTY SHOWS LANDSCAPING ALONG DISNEY RESORT
BORDER, HOWEVER SHEET AS0.10 SHOWS A NEW SIDEWALK BEING INSTALLED;
PLEASE CLARIFY WHAT IS GOING AT THIS LOCATION,
Revised DRAWING Sheet LA -1 REVISED is attached.
46. PLEASE GIVE LOCATION OF FLAGPOLE.
Flagpole shall be located in the center of the circular bench area. Delete CE Green Buttonwood tree,
ground cover to remain.
47. SHEET ASO.10 SHOWS DIRECTIOHNAL ARROWS AND A CROSSWALK IN THE PARKING
LOT; THEY ARE NOT SHOWN ON SHEET C-2; ARE THEY FOR REFERENCE OR PART OF
THE PARKING LOT SRIPPING?
Directional arrows and crosswalk striping are not to be construction. All proposed parking lot
striping is shown on Sheet C-2.
Item 4 mm REVISION TO SECTION 00310 - BID FORM: In SECTION 00310 - Bid Form, page
00310-1, Article 2.01, REVISE the second sentence to read as follows:
"The Bid will remain subject to acceptance for 90 days after the Bid opening, or for such
.longer period..........."
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the CONTRACTOR shall provide effective protection for land and vegetation resources at all times as
defined in the following subparagraphs.
F - Work Area Limits: Prior to any construction, the CONTRACTOR shall mark the areas that are not required
to accomplish all work to be performed under this contract. Isolated areas within the general work area
which are to be saved and protected shall also be marked or fenced. Monuments and markers shall be
protected before construction operations commence. The CONTRACTOR shall convey to its personnel the
purpose of marking and/or protection of all necessary objects.
G - Location of Storage and Other CONTRACTOR Facilities: Location of the CONTRACTOR's field offices,
staging areas, stockpile storage and temporary buildings shall be subject to the approval of the OWNER at
the Pre -Construction Meeting.
H - Disposal of Solid Wastes: Solid wastes (excluding clearing debris) shall be placed in containers which
are emptied on a regular schedule. All handling and disposal shall be conducted to prevent contamination.
I - Disposal of Chemical Waste: Chemical waste shall be stored in corrosion resistant
containers, removed from the work area and disposed of in accordance with Federal, State
and Local regulations.
J - Disposal of Discarded Materials: Discarded materials other than those which can be
included in the solid waste category shall be handled as directed by OWNER
K - Protection of Water Resources: The CONTRACTOR shall keep construction activities under surveillance,
management and control to avoid pollution of surface and ground waters. Special management techniques
as set out below shall be implemented to control water pollution by the listed construction activities
included in this contract.
L - Oil Spill Prevention: The CONTRACTOR must.
Prevent oil or other hazardous substances from entering the ground, drainage or local bodies of
water.
❑ Provide containment, diversionary structures or equipment to prevent discharge oil from reaching
a watercourse.
C Take immediate action to contain and clean up any spill of oily substances, petroleum products
and hazardous substances.
❑ Immediately report such spills to the OWNER. Absorbent materials capable of absorbing the
contents of the largest single tank shall be kept on site.
Fuel and oil storage tank installation must be constructed so that a secondary means of containment is
provided for the entire contents of the largest single tank. Dikes and other means of containment is
provided for the entire contents of the largest single tank. Dikes and other structures shall be impervious to
spilled oil to prevent infiltration into the ground. Mobile or portable fuel storage tanks shall be positioned or
located so as to provide a secondary containment identical to that required for non-mobile storage tanks.
Storage tanks shall be located where they will not be subjected to flooding or washout. Fueling activities
shall be limited to upland areas - no fueling or transfer of petroleum products shall take place on the beach
M - Protection of Fish and Wildlife Resources: The CONTRACTOR shall keep construction activities under
surveillance, management and control to minimize interference with, disturbance to and damage of fish and
wildlife.
N - Protection of Air Resources: The CONTRACTOR shall keep construction activities under surveillance,
management and control to minimize pollution of air resources. All activities, equipment, processes and
work operated or performed by the CONTRACTOR in accomplishing the specified construction shall be in
strict accordance with the applicable air pollution standards of the State of Florida (Florida Statute, Chapter
403 and others) and all Federal emission and performance laws and standards.
O - Protection of Sound Intrusions: The CONTRACTOR shall keep construction activities under surveillance
and control to minimize damage to the environment by noise.
CADocurnents and Settings\Irnarino\Local SetUngsWernporary Internet Files\Content.OuUook\BGUD33FEWddendum #2.doc
Page 10 of 11 Rev. 3-12-08
SECTION 02539
SUBMERSIBLE PUMPING STATION
PART 1- GENERAL
1.01 RELATED WORK SPECIFIED ELSEWHERE
A. Site Work Division 02000 Sections
B. Concrete Work Division 03000 Sections
C. Coating Systems Division 09000 Sections
D. Electrical - General Division 16000 Sections
1.02 SCOPE OF SERVICES
A. The pumping station shall consist of a wet well structure, two (2) submersible sewage pumps,
an electrical control panel, liquid level controls, valve vault, valves, pump -out connection,
electric meter, electric and water service and all appurtenant piping and equipment as shown
on the Drawings and/or as specified.
B. The Contractor shall furnish all labor, materials, equipment and incidentals required and
install, place in operation, and field test a submersible wastewater pumping station. The
station shall be complete with pumps, motors, piping, valves, buried electric service,
electrical work (including motor controls and RTL), structures, connections and
appurtenances, tested and ready for service.
C. These specifications are intended to give a general description of what is required, but do not
cover all details which will vary in accordance with the requirements of the equipment as
offered. It is, however, intended to cover the furnishing, the shop testing, the delivery and
complete installation and field testing, of all materials, equipment and appurtenances for the
complete pumping units as herein specified and as shown on the Drawings, whether
specifically mentioned in these specifications or not.
D. For all units there shall be furnished and installed all necessary an desirable accessory
equipment and auxiliaries whether specifically mentioned in these specifications or not, and
as required for an installation incorporating the highest standard for the type of service
including field testing of the entire installation and instructing the regular operating personnel
in the care, operation and maintenance of all equipment.
1.03 PUMP SYSTEM REQUIREMENTS
A. qualifications:
1. To assure unity of responsibility, the motors and control system shall be furnished
and coordinated by the pump manufacturer. The Contractor and manufacturer shall
assume responsibility for the satisfactory installation and operation of the entire
pumping system, including pumps, motors, and controls as specified.
2. The pumps covered by these specifications are intended to be standard pumping
equipment of proven ability as manufactured by a reputable manufacturer having
long experience in the production of such pumps. The pumps furnished shall be
designed, constructed and installed in accordance with the best practice and methods,
025394 02539 ,,Submersible Pump Station (Rev.)
and shall operate satisfactorily when installed. Pumps shall be manufactured in
accordance with the Hydraulic Institute Standards,
3. The control system shall be manufactured by a company with an established record
of successful performance for similar products.
4. All equipment furnished under this specification shall be new and shall be the
standard product of manufacturers having a successful record of manufacturing and
servicing the equipment and systems specified herein for a minimum of five (5)
years.
5. The pumps shall be furnished complete with controls, and accessories required and
shall be as manufactured by Flygt or ABS.
1.04 SUBMITTALS
A. Shop Drawings - The Contractor shall furnish the Engineer a minimum five (5) copies of
shop drawings of the items listed below, prior to their delivery. This shall be done in
accordance with the provisions of the General Conditions,
1, Pumps
2, Pump Accessories
3, Access Covers
4, Control Panel and RTU
5, Electrical Devices
6. Precast Structures
7, Poured In Place Concrete Design Mix
B. Manufacturer's Data - The Contractor shall furnish the Engineer a minimum five (5) copies of
manufacturer's data of the items listed below, prior to their delivery.
1. Pipe
2, Fittings
3. Joints and Restrainers
4, Plug Valve
5, Check Valve
6. Quick Disconnect
C. Operation and Maintenance Data - The Contractor shall furnish the Engineer three (3) sets
of each of the following for each mechanical unit installed.
1. Instructions
2. Maintenance Manual
3, Parts Lists
4, Wiring Diagrams
5. Pump Performance Curves
D. Operating Instructions and Service
1. Three sets of operating and maintenance manuals shall be furnished. The manuals
shall be prepared specifically for this installation and shall include all required cuts,
drawings, equipment list, descriptions, etc. that are required to instruct operating and
02539-2
02539 — Submersible Pump Station (Rev.)
2.03
A. The pumps shall be totally submersible, non -clog, centrifugal pumps with close -coupled
motors designed to pump sewage. The pumps shall be capable of passing a minimum 3- inch
diameter spherical solid. The motor shall be an integral part of the pumping unit. The design
shall be such that the pumping units shall be automatically connected to the discharge piping
when lowered into place on the discharge connection. The pumps shall be easily removable
for inspection or service, requiring no bolts, nuts or other fastenings to be removed for this
purpose, or need for personnel to enter the wet well.
B. At the rated rpm, each pumping unit shall have the following operating performance:
Flow Npm)
Total Head (ft.)
36
32
26
The pumps shall be as manufactured by "ABS", model AFP 1040, with 177 mm impeller, or
approved equal.
C. Pump Construction - The pump shall be of the centrifugal type with a solids handling, single
vane, dynamically balanced, shearing type impeller. The common pump and motor shaft shall
be series 400 stainless steel. The shaft and rotor assembly shall be supported by two ball
bearings; the lower ball bearing shall be a heavy duty, double row, angular contact ball
bearings. Each pump shall be provided with a tandem double mechanical seal running in an
oil reservoir, composed of two separate lapped face seals, each consisting of one stationary
and one rotating tungsten -carbide or silicon carbide ring with each pair held in contact by a
separate spring, so that the outside pressure assists spring compression in preventing the seal
faces from opening. The compression spring shall be protected against exposure to the
pumped liquid. The pumped liquid shall be sealed from the oil reservoir by one face seal and
sealed from the oil reservoir from the motor chamber by the other. The seals shall require
neither maintenance nor adjustment, and shall be easily replaced. Conventional double
mechanical seals with a single spring between the rotating faces, requiring constant
differential pressure to effect sealing and subject to opening and penetration by pumping
forces, shall not be considered equal to tandem seal specified and required.The impeller shall
be constructed of nodular iron SP. All other parts shall be of close grain gray iron
construction, with all parts coming into contact with sewage protected by a coat of rubber -
asphalt paint. All external bolts and nuts shall be of stainless steel.
D. Pump Identification - Stainless steel nameplatesgiving the name of the manufacturer, head,
speed, and all other pertinent data shall be attached to each pump and motor.
PUMP MOTORS AND CABLES
A. Pump motors shall be of the submersible type, housed in an air-filled, watertight casing.
Motors shall be a NEMA Design B. Insulation shall be moisture -resistant NEMA Class F
with a maximum temperature rise of 90 degrees Celsius above ambient temperature (40
degrees Celsius). The motor shall be rated for a maximum of 3.0 Hp at 1780 RPM, connected
for operation at 230 volt, 60 hertz, 3-phase service. The motor shall be non -overloading along
the entire operation of the published pump curve. The full load current shall not exceed 10.0
amps at 230 volts, 3 phase, electric service. Pump motors shall have cooling characteristics
suitable to permit continuous operation, in a totally, partially or nonsubmerged condition.
Each motor shall incorporate an ambient temperature compensated overheat sensing device
and a moisture sending device wired in series. The protective devices shall be wired into the
02539 — Submersible Pump Station (Rev.)
02539-4
shall be transmitted to the panel manufacturer. Any discrepancy between the
information shown on the plans and that provided by the electric company shall be
brought to the attention of the Engineer.
B. Components
The control panel shall include power distribution components for a duplex motor control
center including but not limited to the following components:
1. Main Circuit Breaker
2, Generator Circuit Breaker w/Mechanical Interlock
3, Surge Arrestor
4. Motor Circuit Breaker
5, Motor Starters
6, 120 V. Duplex Receptacle with 15 Amp. Breaker
7. Control Power Circuit Breaker
8. Generator Receptacle
The control panel shall include control components including but not limited to the
following:
1. Control Relays
2, Automatic Alternator
3. Hand -Off -Auto Switches
4, Run Lights
5, Elapsed Time Meters
6, Exterior Alarm Hom
7, Exterior Flashing Alarm Lamp
8. Phase monitor and shutoffs for each pump
9. Seal failure detector with indicator lamp and reset for each pump
10. RTU data acquisition and control system
C. Component Requirements
1. All motor branch circuit breakers, motor starters and control relays shall be of highest
industrial quality, securely fastened to the removable back panels with screws and
lock washers. Back panels shall be tapped to accept all mounting screws. Self -
tapping screws shall not be used to mount any component.
2. A thermal -magnetic circuit breaker, appropriately sized for the service and ground
fault interrupting capacity, as manufactured by Square D Company, or approved
equal, shall be furnished for the main breaker. All circuit breakers shall be sealed by
the manufacturer after calibration to prevent tampering. A motor circuit breaker
shall be provided for each motor starter. Each motor circuit breaker shall be
adequately sized to meet the pump motor and station operating conditions.
3. A mechanical disconnect mechanism shall be installed on each circuit breaker to
provide a means of disconnecting power to the pump motors. Operator handles for
the disconnect mechanisms shall be located on the exterior of the control
compartment door.
4. An open frame, across -the -line, NEMA rated, magnetic motor starter, Bulletin 709
as manufactured by Allen-Bradley Company, or approved equal, shall be furnished
02539-6
is
02539 — Submersible Pump Station (Rev.)
A radio communication, Remote Telemetry Unit (RTU), complete with antenna and all data
acquisition and control components, shall be supplied with the pump control system. The
RTU shall be capable of acquiring analog and discrete data for transmission to the Central
Telemetry Unit (CTU); The RTU shall also be capable of receiving instructions from the
CTU for the operation of the pumps.
2.10 ACCESS COVERS
A. The wet well shall be furnished with a single leaf, and valve vault with a double leaf, hinged,
aluminum access cover, with recessed key wrench lock and stainless steel accessories. The
wet well cover frame shall be placed and securely mounted above the pumps with stainless
steel guide bar brackets accurately aligned. The frame shall be equipped with safety handles
to maintain the door in an open position. The covers shall be fabricated from checkered plate
aluminum sheet and shall be designed to withstand 300 psf loading. The valve pit access
cover shall be identical in construction to the wet well access cover, except that it shall be a
double leaf cover of larger opening size. Access covers shall be Bilco JD, or approved equal.
Minimum size of the wet well opening shall be 446ot by 3 -foot; adequate to accommodate
the two (2) pumps as shown on the Drawings. The stainless steel upper guide rail holder and
a stainless steel level sensor cable holder shall be mounted to the frame of the wet well access
cover.
2.10 MISCELLANEOUS CONCRETE
A. All miscellaneous concrete pours shall have a design mix with a 28 -day compressive strength
of 3,500 pounds per square inch, and shall comply in all respects with the requirements of
Division 03 of these specifications.
B. Concrete used for tremie pours shall have the same design mix as miscellaneous concrete,
except that the following admixtures shall be included in the mix:
1. High -Range Water Reducing Admixture shall be incorporated into the design mix to
provide enhanced: water reduction; high slump retention; high flowability; and self
compacting properties. The admixture shall be based on polycarboxylate chemistry
and shall be as manufactured by "Master Builders Technologies", Glenium 3030 NS,
or approved equal.
2. Anti -Washout Admixture shall be incorporated into the design mix to provide
washout and segregation resistance. The admixture shall be based on liquid cellulose
chemistry and shall be as manufactured by `BASF", Rheomac UW450, or approved
equal.
C. Admixtures shall be incorporated into the design mix in accordance with manufacturer's
recommendations. Concrete supplier shall confirm compatability with any other admixtures
to be used in the design mix.
2.11 REINFORCING STEEL
A. All reinforcing steel shall be grade 60, and shall comply in all respects with the requirements
of Division 03 of these specifications.
2.12 PRECAST CONCRETE WET WELL SECTIONS
02539-8 02539 — Submersible Pump Station (Rev.)
J
�r
a. Nominal Size (O.D. Base)
b. Dimension Ratio (for wall thickness)
C, Manufacturer Name and Product Series
d. Cell Class
e. ASTM Basis
f. Pipe Test Category
g. Plant Identification
h. Production Date
i. Operator Number (Shift Letter optional)
j. Resin Supplier Code
Be Fittings:
1. All underground fittings shall be ductile iron with mechanical or manufacturer's
mechanically restrained joints. Fittings shall be compact ductile iron conforming to
AWWA C 153. The fittings shall be lined and coated in accordance with the ductile
iron pipe specification. Fittings shall have a minimum pressure rating of 350 psi.
All fittings and the appropriate number of downstream and upstream joints must be
restrained.
2. Unless otherwise indicated on the Drawings, all above ground fittings or fittings in
boxes shall be ductile iron flanged fittings, conforming to AWWA-C110 Standards.
The fittings shall be lined and coated in accordance with the ductile iron pipe
specification.
3. Where indicated on the Drawings, HDPE fittings shall be in accordance with ASTM
D 3261 and shall be manufactured by injection molding, a combination of extrusion
and machining, or fabricated from HDPE pipe conforming to this specification. The
fittings shall be designed for a working pressure of 160 psi. The fittings shall be
manufactured from the same resin type and cell classification as the pipe itself. The
fittings shall be homogeneous throughout and free from cracks, holes, foreign
inclusions, voids, or other injurious defects. All fittings shall be constructed to have
a minimum D.R. 11 sidewall thickness.
C. Joints:
1. Standard joints for ductile iron pipe shall be bell and spigot, rubber gasket,
compression, push -on type as specified in AWWA C111 (ANSI A21.11).
2. Flanged joints shall utilize NST threaded flanges and pipe barrels conforming to
AWWA specification C115. Flanged joints through 12 -inches shall be rated for a
working pressure of 350 psi. Bolt pattern and hole sizes shall comply with ANSI
B16.1, Class 125. Each flange joint shall have a 1/8 -inch thick, full-faced, rubber
gasket. Size, length and number of bolts shall conform to AWWA C115. Bolts and
nuts shall be stainless steel, series 304 or 316.
3. Mechanical joints shall be used on all underground fittings for changes in horizontal
or vertical alignment on all runs of pipe. All mechanical joints shall be restrained in
accordance with AWWA C111.
4, Restrained Joints - Fittings used for changes in alignment of pipe shall be
mechanically restrained. As indicated on the drawings, pipe lengths located
upstream and downstream of restrained fittings shall also be restrained. Method of
joint restraint shall be as follows:
02539 - Submersible Pump Station (Rev.)
02539-10
2.19
A. The Contractor shall coordinate with the provider of electric power and install an unspliced,
underground power supply from the pump station to the power pole or transformer
designated by Florida, Power and Light. The Contractor shall install properly sized
conductors in conduit to provide a 230 volt, 3 phase, four (4) wire electric service with no
more than a 5% voltage drop when two pump are operating. Pull or Terminal boxes (if
needed) shall be polymer concrete and fiberglass, with the words "ELECTRIC" embossed on
the top. Boxes shall be "CDR Systems Corp.", model PA124730-26, or approved equal.
All conductors shall be installed in conduit (schedule 40 underground) with long radius
sweeps at all bends. All electrical components and accessories shall be provided and
installed in accordance with the NEC and local ordinances. All costs for coordinating and
installation of the electric service shall be the responsibility of the Contractor.
COATINGS
A. All coatings shall be industrial grade, designed to achieve maximum protection of all
structures and mechanical equipment. All coating components and accessories shall be
provided and installed in accordance with the Drawings and the requirements of Division 09
of these specifications
PART 3 - EXECUTION OF WORK
3.01 SITE PREPARATION
A. Clearing
The Contractor shall perform all clearing necessary, where applicable, for the proper
installation of the Pumping Station and its appurtenances as shown on the Plans.
B. Excavation
Excavation shall be to the depth shown on the Plans. The materials of excavation shall
include all materials encountered and no additional compensation shall be allowed for
difficulty in their removal. The Contractor shall be responsible for the disposal of the excess
material as directed by the Engineer.
1. Sheeting and Bracing - The Contractor shall be responsible for properly supporting
the sides of all trenches and excavations with timbers or other supports wherever
necessary or required to properly safeguard the trenches, adiacent properties and
structures. The cost of all necessary timber, sheeting and bracing whatsoever (left in
place or removed), shall be included in the prices bid.
Timber sheeting and bracing shall be left in place if so ordered by the Engineer
and/or where shown on the Plans to avoid undermining or otherwise endangering the
work or adjacent structures.
All sheeting left in place shall be cut off or driven at least 18 -inches below finished
grade, unless otherwise ordered by the Engineer.
2. Dewatering - The Contractor shall furnish sufficient pumping or other dewatering
equipment and shall provide satisfactory drainage during the construction to properly
complete the work. Except for the wet well which is to be installed by the caisson
method, all work shall be installed in the dry. Unless otherwise permitted by the
Engineer, the water table shall be lowered by the use of a well point system. The
02539 - Submersible Pump Station (Rev.)
02539-12
B. Manufacturer's Certification
Contractor shall coordinate with the Manufacturer's of major control components and pump
equipment to provide all pre start-up work and inspections as necessary to prepare the pump
station for final start-up. At start-up, the Manufacturer's representatives shall be present for a
minimum of one &hour day to provide the following services:
1. Check final installation of equipment
2. Provide start-up of equipment
3. Run specified tests
4. Train personnel in operation and maintenance of equipment
` 5. Certify as to acceptability of final installed and tested product
C. The pump test shall demonstrate their ability to:
1. Operate without vibration or overheating at the specified conditions.
2. Perform as specified.
3. Load test, check amperage, phase to voltage test and insulation test.
4. Flow test based on timed draw down of the wet well and force main pressure reading.
D. All defects revealed by or noted during the tests shall be corrected or equipment replaced
promptly at no additional expense to the Owner.
E. Should the Contractor be unable to demonstrate to the satisfaction of the Engineer that the
units will satisfactorily perform the service required, the units may be rejected. Contractor
shall remove and replace the equipment at his own expense.
F. Prior to final acceptance by the Owner, all required: as -built record drawings; pump curves;
operation and maintenance manuals; special tools necessary to disassemble, service, repair
and adjust the equipment and all spare parts shall be delivered to the Owner.
END OF SECTION
02539-14
L
02539 — Submersible Pump Station (Rev.)
DIVISION 15 — MECHANICAL and PLUMBING
15010. See Drawing Sheet M3.10
15010 See Drawing Sheet P3.10
Section No. Title
DIVISION 15 — MECHANICAL and PLUMBING (continued
15140 See Drawing Sheet P3.10
15260 See Drawing Sheet P3.10
15410 See Drawing Sheet P3.10
15430 See Drawing Sheet P3.10
15440 See Drawing Sheet P3.10
DIVISION 16 - ELECTRICAL
16000 See Drawing Sheet E3.00
APPENDICES
APPENDIX A — LEGAL DESCRIPTION
APPENDIX B — PERMITS
SHEET No.
DRAWINGS
DESCRIPTION
Civil Site & Boardwalk Work
C1 Cover Sheet
C2 Site Plan
C3 Cross -Sections
C4 Paving & Grading Plan
C5 Pavement Geometry
C6 Boardwalk Details
C7 Boardwalk Roof and Bench Details
C8 Stormwater Pollution Plan
Last Revised 112008 00010- 4R Wabasso Beach Pk.
Restoration
F.ftbilc Works\Cliff 5uthardlWabasso Beach Park1A construction Bid Documents181d Documents as of 2-6400811)iv 0 AS OF 148
2008/00010 - Table of Contents.doc
J
L
Liect:
;levation:
,ter Level:
apth I Blows/
et) 6 inches
A. M. ENGINEERING AND TESTING, INC.
590 N.W. TAERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986
PT-InN a f777) 97A.'3i75 - FAX* !7721 o7d_i qRn
Indian River County Department of Public Works
437543 ri Avenue, Unit 102
Vero Beach, Florida 32967
Wabasso Beach Park Restorations
Indian River County, Florida
+16 feet NGVD
15 feet
171---.....E--------
- 191- ----- -F------..
76VIOT-00
SPT — 5 N27.763540 W80.397080
Layer: °ye ;� I Description
0 - M Light brown fine sand, trace shell fragments
1
2 ..Same
3 1 (...Same
4 1 (...Same
5 18V2.16 (Light yellowish brown fine sand, little to some shell
fragments
6 1 (...Same
7 1 (...Same
8 1 (...Same
End of boring at 16 feet
D-1586)
Project No.:
Lab No.:
Page:
Date Drilled:
Field Party:
Drill Rig:
PSL1935B
I
1 of 1
1 -Oct -07
S.C./1.C./A.R
CME -45
Laboratory Tests
awa
Passing I Moisture Organic
A. M. ENGINEERING AND TESTING, INC.
590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986
---��� ar+-r aa_raaava� as/►Ji a/Vi�i1\V
C' Indian River County Department of Public Works
437543 rd Avenue, Unit 102
Vero Beach, Florida 32967
Project: Wabasso Beach Park Restorations
Indian River County, Florida
Elevation: +16 feet NGVD
Water Level: Not able to be determined
TEST LOCATION: SPT - 4 N27.76341 ° W809397050
Depth Blows/ N Sample Layer.
(feet) 6 inches Value No. I Frnm/tn Description
A
111- ----- -E-......_
121
131
--•--- .F....._--
3
5
•17
7
-
12
15
aaa23wal
16
5
17
3--8
- ------
5
--------
13
4
-- S -
-----•-
2
5
3
5
6
- 5-
---
-7
-- ------
6
- -----
- -
13
6
9
-3-
-4
- --
-7-
10
•-- 4----
--------
111- ----- -E-......_
121
131
--•--- .F....._--
19 17 ---•--•-
•30-
32 62
0 - 6'h ILight brown fine sand, trace shell fragments
1
? i I...Same
3 I I...Same
4 16% - 23% Light yellowish brown fine sand, little shell fragments
5 1 I...Same
6 1 1 a. Same, some shell fragments
7 1 1 ...Same, some shell fragments
Lab No..
Page:
Date Drilled:
Field Party:
Drill Rig:
1
1 of 2
1 -Oct -07
S.CJI.CJA.Ri
CME -45
Laboratory Tests
Passing Moisture Organic
No.200 I Content Content
13
1 4
•17
15
aaa23wal
16
-----
17
mm -mm.
19 17 ---•--•-
•30-
32 62
0 - 6'h ILight brown fine sand, trace shell fragments
1
? i I...Same
3 I I...Same
4 16% - 23% Light yellowish brown fine sand, little shell fragments
5 1 I...Same
6 1 1 a. Same, some shell fragments
7 1 1 ...Same, some shell fragments
Lab No..
Page:
Date Drilled:
Field Party:
Drill Rig:
1
1 of 2
1 -Oct -07
S.CJI.CJA.Ri
CME -45
Laboratory Tests
Passing Moisture Organic
No.200 I Content Content
A. M. ENGINEERING AND TESTING, INC.
590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986
PHONE: (7721924-3575 - FAX (772) 924-3580
STANDARD PENETRATION TEST BORING (ASTM D4586
Indian River County Department of Public Works Project No.: PSL1935B
4375 43rd Avenue, Unit 102 Lab No.. 1
Vero Beach, Florida 32967 Page: 2 of 2
eject: Wabasso Beach Park Restorations Date Drilled: 1-0ct-07
Indian River County, Florida Field Party: S.CJI.C./A.R
levation: +15 feet NGVD Drill Rig: CME -45
ater Level: Not able to be determined
TEST LOCATION: SPT -2 N27.763110 W80.396960 Laboratory Tests
tpth Blows/ N sample Layer. Passing Moisture Organic
Ae ,__`� „_, -_ ,U— I c—.,. 1# Description Nn_ Inn a ftntwnt I Cnntnnt
20
_ 181A - 231/2 Light yellowish brown fine sand and shell fragments
23 lamamommm
r 24 l8._- 231/2 - 281/2 Light gray very fine sand, trace shell fragments
2
4 ..---- 8
25 31 55
- ---- - --
r
?6
r
28 ---.. .----
E �g _--1 I _-_ .-•__.__ 281/2 - 38 Light gray fine sand, some shell fragments, trace
15 9 cemented sand pieces
-- 30 1-9 34
-- - - -
r
_ 31
L32 -----------------
33 --•-- --_•--
!
34 --• 14--- ---.....
16 10 ...Same, lighter, less cemented sand
35 .20_ .36 _
36 ---•- ---•--
37 ----• ------
_' 38 - 40 Gray fine sand, some shell fragments
— 39 --- �---- ----•-
6 11
rte- 9 15 End of boning at 40 feet
A& n___a r__ ___ n .. r•........ n-............. nfP..hliw N/nuke _ Hrnhne,n a tbb Park ReslnralinnrS PSLI91 IBor
A. Me ENGINEERING AND TESTING, INC.
590 N.W. MERCANTILE PLACE, PORT ST, LUCIE, FLORIDA 34986
PHONE: (772) 924-3575 - FAX: (772) 924-3580
Vero Beach, Florida 32967
Project: Wabasso Beach Park Restorations
Indian River County, Florida
Elevation: +15 feet NGVD
Water Level: Not able to be determined
TEST LOCATION: SPT -1 N27.7
Depth Blows/ N Sample Layer:
221------- 04amwwas..
.39702°
Description
18!6 - 23%21Light yellowish brown fine sand and shell fragments
23 ----- ------
74 ___46_._ Immammasm 8 23'/_ - 28%2 Light gray fine sand, trace shell fragments
25 .•_36--- --82..
-,c l- •------4--......
271- .---.
281-----------------
29 .-. 1700 28% - 33'/2 Very light brown fine sand, some shell fragments
.---- -
33 -- - 9
30 ..-40--- -- 73---
311- .......l,..------
321...------G--------
33
34 ---20.... 33%2 - 38%2 Very light gray very fine sand, trace shell fragments
------• 10
21
35 ..-saw22--- --43---
361• ------F---...--
371•-----••-E--------
oval - ----- -F........
39 5 38% - 40 Gray fine sand, some shell fragments, little silt
10
19 29 End of baring at 40 feet
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Lab No.: 1
Page: 2 of 2
Date Drilled: 27 -Sep -07
Field Party: S.C./7.CJA.R
Drill Rig: CME45
Laboratory Tests
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No. 200 1 Content I Content
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INDIAN RIVER COUNTY DEPARTMENT OF PUBLIC WORKS
BORING LOCATION PLAN
PROPOSED EVIPROVEMENTS TO
Wabasso Beach Park
l INDIAN RIVER COUNTY, FLORIDA
L
SPT -1
SPT -2
•co :Its,
SPT -3
-FDFEP
Pro jec
DATE:
OCTOBER 1, 2007
(" PROJECT N0:
PSL1935B-1
A. M. ENGINEERING AND TESTING,
INC.
590 N.W. MERCANTILE PLACE
PORT ST. Lum, FLoRIDA 34986
TEL: (772)924-3575 FAx:(772)924-3580
:I 1
CRITERIA FOR AUGER (CAST -IN-PLACE) PILE INSTALLATION
The Righting of the auger used to form the piles should have a constant diameter that achieves
the specified cross-section, and should be continuous from the auger head to tip. The center hole
of the auger through which the grout is pumped should have a diameter of at least 3 inches.
The auger head used to drive the flighting should have a minimum static weight of 4,000 pounds.
It should be powered by a drive unit with at least 150 horsepower and a minimum rated torque of
9,000 foot-pounds.
The piling leads should be prevented from rotating by a stabilizing arm attached to the crane or
by firm embedment of the pile leads in the surficial soils.
A positive displacement pump capable of developing a displacement pressure greater that 350 psi
should be used to transport the grout to the augered hole. The pump should be provided with a
gauge for monitoring pressure and a digital counter for measuring total grout volume.
Each pile should be angered and grouted in an uninterrupted sequence. Once the design
penetration depth is reached, the auger should be withdrawn 0.5 to 1 foot while maintaining
positive rotation. This position should be maintained until grout flow has reached the tip at
which time the auger should be lowered into the bottom of the hole.
The rate of grout mJ ection and auger withdrawal should be closely coordinated so that a positive
gauge pressure is maintained at all times. A minimum head of 5 feet of grout should be provided
above the auger tip during grouting. The auger should be raised with minimal rotation and with a
continuous, steady rate of pull, which allows the required grout head to be maintained.
The volume of grout per linear foot of pile should be at least 10 percent larger than that of the
neat excavation. In no case should a pile with a grout volume less than the neat excavation
volume be accepted.
A sequence of pile installation should be used such that previously constructed, adjacent piles are
not disturbed. We recommend that new piles not be installed within 6 diameters of freshly
grouted piles until the grout in the existing piles has undergone initial. set and has been in place at
least 6 hours.
r
A.M. Engineering and Testing, Inc.
A. M. ENGINEERING AND TESTING, INC.
ATTACHMENT A
I. General Site Preparation
The construction area should be stripped of all topsoil, surface vegetation, trees, roots, debris and
other deleterious matter within and five feet beyond the perimeter of the proposed building and
in all paved areas. Areas to receive fill should be likewise stripped. Any holes or voids from tree
roots, abandoned septic tanks, etc. should be filled as indicated in Section IV. We recommend
that a representative of A. M. Engineering and Testing, Inc. inspect the stripped site prior to
placing fill. (This can be done while monitoring the proof4olling as recommended below.)
The cleared areas should then be proof -rolled and compacted with a 10 -ton (minimum) vibratory
roller operating at a "slow walk" speed. The vibratory compactor should make at least six
overlapping passes over the entire cleared area, three passes in one direction and three more at a
right angle to the first three passes. (When proof -rolling areas with adjacent or nearby
structures, refer to Section II.) Proof4olling helps to detect any soft or loose zones and buried
debris. If unstable areas are encountered, the project engineer or the geotechnical consultant
should be advised, the matter investigated and the problem resolved. Because the initial proof -
rolling is very critical, we recommend that a representative of A. M. Engineering and
Testing, Inc. monitor the operation.
After proof4olling, the cleared areas should be compacted until the upper two feet of soil
aclueve a density of at least 95 percent of the modified Proctor maximum dry density (ASTM D
1557). The compaction should be checked with field density tests.
II. Where Vibratory Equipment May Affect Adjacent Structures
Where the project site is located adjacent to existing structures that may be damaged by the
operation of heavy vibratory rollers, the required densification should be achieved with
alternative equipment. Loaders, heavy plate compactors, and "jumping jack' type compactors
have been used successfully. The densification procedure may need to be modified because of
reduced capacity of the acceptable equipment. For example, since small plate compactors are
generally effective only to a maximum depth of six to eight inches, thinner lifts will be required.
III. Excavation and Backfilling
Where excavation and backfilling are required, the soils should be removed to the specified
depth. Soils that are suitable for use as fill should be stockpiled separately. The excavated
surface should be compacted (as described in Section I) so that the upper two feet of the
subgrade soil achieve a density of at least 95 percent of the modified Proctor maximum dry
density (ASTM D 1557). The compaction should be checked with field density tests. The site
should then be filled to grade in compacted lifts as indicated in Section IV.
i
A. M. ENGINEERING AND TESTING, INC.
Geotechnical Exploration for Proposed Restrooms and Boardwalk
Wabasso Beach Park, Indian River County, Florida
Project No, PSL1935B-1
Entrance Ramp Pad and Footing
After the project site has been prepared as outlined below, the entrance ramp can be supported on
shallow spread footings. The footings can be proportioned using a maximum net soil bearing
pressure of 2,500 pounds per square foot (psf). Although computed footing dimensions may be
less, we recommend minimum widths of 18 inches for strip footings and 24 inches for square
footings. The bottom of the footings should bear at least 18 inches below the adjacent exterior
grade.
Site Preparation Recommendations — Entrance Pad and Footing
The entrance ramp bottom of footings and pads should be compacted in accordance with the
general site preparation procedures in Attachment A, except that only the upper foot of soil needs
to be compacted to at least 95 percent of the modified Proctor maximum dry density (ASTM
D1557). The fill for the foundation pads should comply with the indications in Section IV of
Attachment A.
CLOSURE
This report is for the exclusive use of Indian River County Department of Public Works and the
designers of the previously described project, and may only be applied to this specific project.
The right to rely on this report may not be assigned without written permission of A. M.
Engineering and Testing, Inc.
This report has been prepared in accordance with generally accepted geotechnical engineering
practices in the State of Florida. No other warranty, expressed or implied, is made. We do not
guarantee performance in any respect, only that our work meets normal standards of professional
care. Our recommendations are based on the project information furnished to us, the results of
our field explorations and our past experience. They do not reflect variations in subsurface
conditions that may exist between our borings and in unexplored areas of the site. The nature and
extent of such variations may not become evident until further explorations are made or
construction is underway. Should such variations be observed, we recommend that A. M.
Engineering and Testing, Inc. be requested to observe the actual site conditions and re-evaluate
our recommendations, if necessary.
5
A. M. ENGINEERING AND TESTING, INC.
Geotechnical Exploration for Proposed Restrooms and Boardwalk
Wabasso Beach Park, Indian River County, Florida
Project No. PSL1935B-1
FOUNDATION RECOMMENDATIONS — RESTROOM STRUCTURES
Based on sheet A4.10 prepared by Donadio & Associates, Architects P.A. (dated September 13,
2007 for DEP Permit), the restrooms will be supported on 16 inch diameter augercast piles with a
pile top elevation (bottom of lowest structural member) of +16 feet NGVD, minimum pile tip
elevation of 49 feet NGVD, and a design scour elevation of +3 feet NGVD. The restrooms will
have a finished floor elevation of +18 feet NGVD.
Since the 100 -year storm erosion elevation is at +3.0 NGVD, a loss of soil support in the upper
13 feet was included in compressive, tensile, and lateral pile capacity analyses. Sixteen inch
diameter augercast piles installed with a minimum tip elevation of -19 feet NGVD may be
designed for a maximum 25 ton allowable compressive capacity and 15 ton uplift capacity.
Lateral loads can be transmitted to the vertical piles up to the values shown on Table 1. We
assume that the piles will have a minimum of one percent steel reinforcement for the
calculations. The lateral capacity, pile top deflection, maximum moment, and point of fixity were
calculated using the commercially available L -pile 4.0 software assuming a free -head condition.
Additional lateral capacity may be attained by utilizing inclined piles.
Table 1: Lateral Capacities for 16 -inch Diameter Augereast Piles
Pile
Pile Top
Design
Lateral
Estimated
Maximum
Elevation
Elevation
Diameter
Elevation
Minimum
Load
Deflection
Moment
of Max
of Point
Pile Tip
At Top of
Moment
of Fixity
Elevation
Pile
(inches)
(NGVD)
(tons)
(inches)
(in4dps)
(NGVD)
(NGVD)
(NGVD)
16
1 +15
1 49
1 0.8
1 14
1 275
1 +0
1 43
The pile tips should be socketed at least two feet into dense soil. The piles should be installed
with minimum center -to -center spacings of at least 3 times the pile diameter, D. For structures
east of the CCCL, pile center -to -center spacings of 8D might be required.
Augercast piles should be reinforced over their entire length for tension capacity. The
reinforcement shall be as designed by the Structural Engineer. Centralizers should be installed at
the toe of the pile, and at a minimum vertical spacing of 15 feet along the cage.
We recommend a minimum grout strength of 5,000 psi at 28 days. The type of specimens (2 -inch
cubes or 3 x'6 cylinders) used for compressive strength testing shall be the type used for mix
design. The frequency of molding specimens shall be at least one (1) set of six (6) compressive
strength specimens per day, but not less than one (1) set for every 50 cubic yards placed in a day.
The grout may be held in the mixer for a period not to exceed 120 minutes unless approved by
the Geotechnical Engineer's representative in the field.
3
Indian River County
Purchasing Division
180027 th Street
Vero Beach, FL 32960
Phone (772) 567=8000 Fax (772) 770-5140
Ext, 1416
Date:
Project Name:
Bid Number:
Bid Opening Date:
ADDENDUM NO, 1
February 29, 2008
Wabasso Beach Park Restoration
2008032
March 26, 2008 at 2:00 pm
This Addendum is issued for the purpose of revising the bid due date.
***************This Addendum MUST be returned with your Bid***************
All Bids must be received -by the Purchasing Division office located at 1800 27t'
Street, Vero Beach, FL 32960, prior to the Date and Time shown above. Late bids
will be returned unopened.
Company Name
Name:
r
J
Authorized Signature:
Telephone:
'uhllc Work$\Clifi SutharMWabasso Beach Park1A Constructlon Bid DocumentsOd Documents as of 2a&200$�Ad
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GENFRAL. CONTRACTORS
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CORPORATION DOCUMENT
1
1
2007-2008 MARTIN COUNTY ORIGINAL
BUSINESS TAX RECEIPT
Larry C. O'Steen, Tax CoNeetor, P.O. Box 9019, Stuart, FL 94995
(rn) 2IR14 04
CHARACTER COUNTS IN MARTIN COUNTY
'v YR. S • 0 0
LIC. FEE s
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s 000
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It . 0 0 TRANSFER $
26.25
7O TTOiATAAL� 1 �5_pgp
6MEFEBY�KEpIiAI� CONlRApR K
OF G NB
AT LOCATION LISTED FOR THE PERIOD BEGINNING ON THE
LICENSE 2007-513-0477 CERCGC 062639
PHONE (772) 283-6744
SIC NO
LOCATION:
2854 SE FEDERAL HWY STu
09 AUGUST
DAY OF 201
o e -
11 2006 50798.0001
DAVID
RAL CONTRACTORS, INC
HIGHWAY
6
26.25
THIS FORM BECOMES A RECEIPT ONLY WHEN VALIDATED BY RECEIPTING MACHINE.
ANYONE DOING BUSINESS WITHOUT A VALID OCCUPATIONAL LICENSE IS
SUBJECT OF A. $250 FINE. PENALTY 10% FOR MONTH OF OCTOBER,
5% ADDITIONAL EACH MONTH THEREAFTER UP TO 25% PLUS COLLECTION COSTS.
NOTE — A PENALTY IS IMPOSED FOR FAILURE TO KEEP THIS LICENSE EXHIBITED
CONSPICUOUSLY AT YOUR ESTABLISHMENT OR PLACE OF BUSINESS.
Palm Beach County - Planning, Zoning & Building
Contractor's Information & Status
Certification Number CGCO62339 Status
Contractor MARK D MACDONALD
Company Name OCEAN GATE GENERAL CONTRACTORS INC
Address 2864 SE FEDERAL HWY
STUART, FL 34994
Phone (772) 2835744
Expiration Date 08!3112008 Active
Insurance Date 07/0312007 Aotive
Bond Date
Worker's Comp Date 01/01/2007 Active
Class of Business GENERAL
Active
http://vNww.pbcgov.comlpzb contractorj?ZB_Contractor Detall.asp?certification=CGCO... 10/18/2006
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CERTIFICATE OF LIABILITY INSURANCE D%TEi%z )
3roduoer
THIS CERTIFICATE IS ISSUED AS A MATTER OF
Providence Property & Casuelty INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE
8000 WanenParfcway, Bldg. 3, Ste 300 CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT
Frisco, TX 75034 AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY
INSURERS AFFORDING COVERAGE NAIC 8
INSURER A: Providence Property and Casuaev I
..-14
Lig11
ANY REQUIREMENT TERM OR CONDITION CF ANY ""`� "' 'nc IMUNCU NAMGD ABOVE FOR THE POLICY PERIOD INDICATED, NOTVNTHSTANDING
OR MAY
PERTAIN THE INSURANCE AFFORDED BY 7W POUCIEESS DESCRIBEDHET OR ERRE N IS SU9,IECTT0 ALL THE TERMS, DOCUMENT WTH RESPECT TO EXCLUSIONS AND CH THIS FlCONDITIONS OF SUCCATE moky BE H POLICIES.
AGGREGATE UMTS SHOWN MAY HAVE BEEN REDUCED BY PAID CLADM.
L�7
UASHM
ANY ALIT
UA UITY
OCCUR ❑ CLAIMS MADE
mow - 891-061
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Ocean G81e General Contractors, Inc
2854 SE Federal Hwy
Stuart, FL 34996
GTE
COMBINED (E+ 0 KTLE OMIT
$
smLY INURy
(Per ps w)
$
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(P.r rmlptrtJ
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ISEASE-POLICY UM
2,000,DDD
THE EXPIRATIONDATE THEREpF -i�i ISSUING INSURER WALL ENDEAVOR TO
MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED
TO THE LEFT. BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR
UABIUTY OF ANY IOND UPON THE INSURER, ITS AGENTS OR
REPRESENTATIVES. VA
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ARTICLE VIII
NAMES AND ADDRESSES OF INITIAL DIRECTORS
The names and addresses of the persons who shall serve as Directors until the first annual
meeting of shareholders, or until successors shall have been elected and qualified, are as follows:
Mark MacDonald 2001 SE Airport Road
Stuart, Florida 34996
ARTICLE IX
INCORPORATOR
The name and address of the initial incorporators are as follows:
Mark MacDonald
2001 SE Airport Road
Stuart, Florida 34996
ARTICLE X
AMENDMENT OF ARTICLES OF INCORPORATION
These Articles of Incorporation may be amended in the manner provided by law. Every
proposed amendment shall be approved by the Board of Directors, proposed by them to the.
Stockholders, and approved at a Stockholder's meeting by a majority of the stock entitled to vote
thereon, unless all the Directors and all the Stockholders sign a written statement manifesting their
intention that a certain of these Articles of Incorporation be made.
ARTICLE XI
BYLAWS
The Bylaws of the Corporation shall be made, altered or rescinded by a three-fourths (3/4)
majority vote of the Directors of the corporation.