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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 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 FDOT specifications.
7. THE PHONE NUMBER IN ITEM 1, #1, OF ADDENDUM #2, IS WRONG.
The correct number is 800-762-5002.
FAPublic Works\Cliff Suthard\Wabasso Beach Park\A Construction Bid Documents\Bid Documents as of 2-6-2008\Addendum #1 #20 #31 #41 &
#5\Addendum #3.doc
Page 2 of 2
40
e
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 Number: 2008032
Bid Opening Date: April 9, 2008.at 2:00 pm
NOTE: THE BID DUE DATE HAS BEEN REVISED TO APRIL 912008
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 andTimeshown above. Late bids
will be returned unopened.
Company Name
Name: Title:
(Type / Printed)
Authorized Signature: Date:
Telephone:
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,
FAPublic Works\Cliff Suthard\Wabasso Beach Park\A Construction Bid Documents\Bid Documents as of 2-6-2008\Addendum #1 #21 #39 #41 &
#5\Addendum #4.doc Page 1 of 2
1
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. (772-489-6254) 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.
FAPublic Works\Cliff Suthard\Wabasso Beach Park\A Construction Bid Documents\Bid Documents as of 2-6-2008\Addendum #1 #2, #3, #4, &
#5\Addendum #4.doc
Page 2 of 2
cial and Industrial Pr wect Checklist
Commer 01
FPL
Project Name:
Location:
Company Name:
'Primary Point of Contact:
Electrical Contractor:
Contact for Design:
Other:
For Agreements an
Contact Name:
Mailing Address:
Cliff Sutha d
/A
Steve no r
Office:
Office:
Office:
Office:
772-
26-3
Email:
Email:
Email:
Email:
772-5
-4
Cell:
Cell:
Cell:
Cell:
irc ovAso.
Email:
Email:
Email:
Email:
teves
rtera
Form Submittal Date
c ut rd
irc ovAso.
teves
rtera
d Invoices, please provide:
Cliff Suthard
4375 43rd Avenue Vero Beach FL 32967 or Email: csuthard irc ov.co
person FPL will contact to discuss the protect, and send commu 110110ons to regarding changes affecting the status at the Job
Type of Business (please select one)
8 Office
Multiple -Unit Complex
Number of Units
Number of Meters
Meter Designation (Suite, Unit, Apt, etc)
®Site Plan, Water, Sewer, Drainage, Paving and Landscape Plans Including but not limited to:
• Existing and proposed facilities
• Existing utility poles, meters and/or padmounted iranstormer locations
• Easement designations, wetland boundaries
R
lectrical Riser Diagram
enei Schedule
Retail
Medical
Restaurant (specify)
Seating Capacity
®All Electric
Gas I Electric
X CAD File: Can be an electronic Me or a rde on a disc. Should be In DXF or DWG format and Include the following:
a. Contact ph# of CAD firm that did the design
b. Site plan
c, Sewer lines (both main and service lines)
d. Water lines (both main and service lines)
e. Drainage areas
f. Dedicated utility easements
g. Wetland area -It applicable
h. Lift Station
Location of Wetlands at Environmentally protected areas
Location of any protected species on or near site (within 2 miles)
Location of any contaminated soil concerns
Can utilities be permitted with developers crossing of environmental areas?
Voltage:
120/240 1 Phase 1201208 3 Phase
120/240 3 Phase (Open Delta) 277/480 3 Phase
[Xq 120/240 3 Phase (Closed Delta)
Commercial and Industrial Project Checklist
FPL
Service Details Additional Electrical Requirements
Wire Size: 60 Main Panel disconnect size (amps)
Number of Sets: 1 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.
Please Include the below required Information in (mMdd/yy) format.
1) Clearing, Site Work, Water& Sewer MaV 2008 3) Installation completed by: I Auciust 2008
2) FPL design layout by: I 6Dril 20 8 4) Desired date for Permanent Service I AU USt 20 8
6 Installation of FPL Construction Material I
RCustomer to install: all FPL facilities for credit Directional Bores for crossing under roadways or environmental areas to get Into project
FPL to Install all of its facilities Customer to directional bore Yes:N0: El 8FPL to directional bore Yes:BNo:
7 Easement;
X Platted: Yes: X No;
Specific: Yes: No:
Utility: Yes; No:
Final Plat recorded by: I Already Platted (date)
Other
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 p
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: Existing single phase service to existing 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= 3 weeks
Construction Phase = dependent on the scope of the project
Please send completed form and CAD file to your Area CFM
Please contact your Area CPM for assistance
L
Indian River County
Purchasing Division
180027 th Street
Vero Beach, FL 32960
Phone (772) 567-8000
Ext. 1416
Fax (772) 770=5140
ADDENDUM NO. 5
Date: March 31, 2008
Project Name: Wabasso Beach Park Restoration
Bid Number: 2008032
11 5
Bid Opening Date: April 9, 2008 at 2:00 pm
NOTE: THE UP Put IJA I S Elm- This Addendum is in Response to REQUESTS FOR INFORMATION (RFI), revisions to
certain sections herein, and consisting of 8 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 unopened.
Company Name
Name:
(Type / Printed)
6 Authorized Signature:
Telephone:
Title:
Date:
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,
FAPublic Works\Cliff Suthard\Wabasso Beach Park\A Construction Bid Documents\Bid Documents as of 2-6-2008\Addendum #1 #2, #3, #4, &
#5\Addendum #5.doc Page 1 of 3
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
WITHDRAWL / 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 THE
TURTLE NESTING SEASON?
Piling for the boardwalk, ADA ramp, and stairs are not required to be driven; per the DRAWINGS by
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, however,
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 +28.0'NGVD and the top of slab at + 18.0'NGVD. In
addition to the minimum tip elevation of +9.0 the minimum embedment should be 9 feet. So, if the
final grades are as indicated on the section the minimum final pile length is 19'-0". 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']. 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 - O.ONGVD) +9']. 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 2.1, ITEM B, YOUR ENGINEER HAS SPECIFIED THE PILES TO
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:
FAPublic Works\Cliff Suthard\Wabasso Beach Park\A Construction Bid Documents\Bid Documents as of 2-6-2008\Addendum #1 #2, #3, #4, &
#5\Addendum #5.doc
Page 2 of 3
as
Piling - 0.60CCAm, 0.31CAB, or 0.25CAC;
Wood above ground (stringers, pile caps, handrail rh benches, etce) ENGINEER.MCQ or EcolifeT"';
Other treatments which are equivalent may be approved
6. POINT: IN PART F OF THE SAME SCHEDULE, YOU ARE CALLING FOR ALL HOT DIPPED
GALVANIZED HARDWARE, WHICH, ON THE OCEAN F COMPLETELY, ALL OF YOUR HARDWARE ILL NOT HOLDUP MORE AN
2-4 YEARS BEFORE IT HAS RUSTED ALMOST
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 OR A GENERATOR?
RTU is required. Generator is not required.
Item 2 — In Section 00310, BID FORM, pages
1 and 3R. 00310=3 REPLACE those
pages with the attached pages 00310 1 R and 00310
Item 3 — In Section 00622, CONTRACTOR'S APPLICATION FOR PAYMENT, pages 006224,
s with the attached pages 00622 wee, 4R and 00622 — 5R.
and 00622-5, REPLACE those page
Item 4 use, In Section 01541, PROTECTION OF THE WORK AND PROPERTY, page 01541
REPLACE that page with the attached page 01541 — 1 R.
F:\Public Works\Cliff Suthard\Wabasso Beach Park\A Construction Bid Documents\Bid Documents as of 2-6-2008\Addendum #1 #2, #3, #41 &
#5\Addendum #5.doc Page 3 of 3
Indian River -County
Purchasing Division
180027 th Street
Vero Beach, FL 32960
Phone (772) 567=8000 Fax (772) 770=5140
Ext. 1416
ADDENDUM NO, 6
Date. April 2, 2008
Project Name: Wabasso Beach Park Restoration
Bid Number. 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 consists 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:
unopened.
(Type / Printed)
Authorized Signature:
Telephone:
Title:
Date:
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.
FAPublic Works\Cliff Suthard\Wabasso Beach Park\A Construction Bid Documents\Bid Documents as of 2-6-2008\Addendum #1 #21 #3, #4, &
#5\Addendum #6.doc
Page 1 of 2
40
l
Item 1 - Response to RFI received subsequent to the issuance of ADDENDUM #5:
1. THE LANDSCAPE PLAN CALLS FOR THE INSTALLATION OANDSCA E BIDS AND STATE
HEIGHT. OF 8' HOWEVER i HAVE RECEIVED NUMEROUS EY
THAT THIS PARTICULAR TREE IS HARD TO GET AND IF
6HTREE HOWEVER ONEHFIRM RE
VERY EXPENSIVE - MOST COMPANIES ARE BIDDING
HAS BID THE TREE PER PLAN AND THE NUMBER
6M PER TREE EE IS ASTRONOMICAL
T ONOMICAL - DO WE
NEED TO GO WITH THE PLAN OR IS A SM
All materials and work shall be bid as specified.
F:\Public Works\Cliff Suthard\Wabasso Beach Park\A Construction Bid Documents\Bid Documents as of 2-6-2008\Addendum #1 #2, #3, #4; &
#5\Addendum #6,doc Page 2 of 2
Florida Department of
Environmental Protection
Central District
3319 Maguire Boulevard, Suite 232
Orlando, Florida 32803-3767
September 4, 2007
Indian River County Public Works Department
1840 25th Street
Vero Beach, Florida 32960
Attention: Jim Davis, Director
Indian River County - ERP
Wabasso Beach Park Restoration
Dear Mr. Davis:
Charlie Crist
Governor
Jeff Kottkamp
Lt. Governor
Michael W. Sole
Secretary
The Department of Environmental Protection has received and reviewed the information submitted
on your behalf by Coastal Technology on July 2, 2007, regarding a permit determination for the
proposed restoration of the Wabasso Beach Park. The park is located east of the coastal construction
control line on the east side of A1A at Wabasso Road (CR 510) in Indian River County. The project
proposes to repair, replace, and remodel amenities at the park that were damaged by hurricanes
Frances and Jeanne in 2004. The site is approximately 2.5 acres total size and the proposed work will
result in a net reduction in impervious surface of approximately 355 square feet. Stormwater runoff
will continue to be handled by the existing system at the park. Based on the information submitted,
the proposed project appears to be exempt from the requirements for a stormwater management
facility in accordance with Chapter 403.813(2)(q), Florida Statutes (F.S.), and 40C42.0225, Florida „
Administrative Code (F.A.C.).
If in the future, either conditions of the proposed project change or Department rules change, it may
be determined that an environmental resource permit is required.
Neither this letter nor any prior agreement with the Department relieves you of the responsibility of
complying with any applicable ordinances, rules, or laws of any local, county, state, or federal
government entity.
Please contact me at 407-893-7874 if you have questions or need further information.
Sincerely,
Debra Laisure, P.E.
Engineering Support
Submerged Lands and Environmental
Resources Program
cc: Pati B. Gattis, Coastal Technology Corp.
"More Protection, Less Process "
www. dep.statefl. us
6
NOTE: THIS AUTHORIZATION
IS DIFFERENT FROM THE
ORIGINAL REQUEST. SEE
SPECIAL PERMIT CONDITIONS.
PERMITTEE
Indian River County
c!o Jim Davis, P.E.
Director of Public Works
1840 25" Street
Vero Beach, Florida 32960
STATE OF FLORIDA
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Division of. Water Resource Management
Bureau of Beachee and Coastal Systems
3900 commonwealth Blvd. - Mail Station 300
Tallahassee, Florida 32$994000
(850) 488=7708
PERMIT NUMBER: IR -784
PERMIT FOR CONSTRUC`T'ION OIL OTHER ACTIVITIES
PURSUANT TO SECTION 161.053, FLORIDA STATUTES
FINAL ORDER
FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal
construction control line that are indicated in the project description, was filed by the applicant/permittee
named herein on December 14, 2006, and was determined to be complete pursuant to rule on October 26,
2007. The proposed boardwalk rebuilding is to be located seaward of the 30 -year erosion projection, but is
eligible for approval under the "rebuild" provisions of Paragraphs 161.053 (13) (a) and (b), Florida Statutes.
CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from
affected persons, the Department finds that upon compliance with the permit conditions, the activities
indicated in the project description of this permit are of such a nature that they will result in no significant
adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely
impact nesting sea turtles, their hatchiings, or their habitat; that the work is expendable in nature andlor is
appropriately designed in accordance with 5.161.053(!3), Florida Statutes, and Section 62B-33.005, Florida
Administrative Code; and that it is an activity or type of construction which the Chief of the Bureau of
Beaches and Coastal Systems has authority to approve or deny pursuant to Delegation of Authority, DEA
Directive 100, effective September 27, 2002. The direct and cumulative impacts to the beach and dune system
that will be caused by the seaward location of the proposed construction represent the maximum such impacts
that is acceptable to the Department. Therefore, future construction on the site seaward of the coastal
construction control line shall not extend further seaward of the proposed structures approved pursuant to this
pen -nit, Based on the foregoing considerations, the Bureau Chief approves the application; authorizes
construction and/or activities at the location indicated below in strict accordance with the project description,
the approved plans (if any) and the General Permit Conditions which are attached and are by this reference
incorporated herein, and any additional conditions shown below, pursuant to Section 161.053(5), Florida
Statutes.
EXPIRATION DATE: January 24, 201 l
LOCATION: Between approximately 90 feet and 475 feet north of the Department of Environmental
Protection's reference monument R40, in Indian River County. Project address: Wabasso Beach Park, 1830
93`a Street (C.R. 510), Vero Beach.
J
PERMITTEE: Indian River County
PERMIT NUMBER: IRM4
PAGE 2
PROJECT DESCRIP'T'ION:
Rebuilding of a Storm Damaged Boardwalk
t. Location relative'to control line: A maximum of 70 feet seaward.
2. Exterior dimensions: 8 feet in the shore -normal direction by 250 feet in the shore -parallel direction
with covered rest areas on the north and south end containing 124bot long benches.
3. Type of foundation: b inch by 6 inch wood posts.
Two Restroom Facilities
1. Location relative to control line; .A maximum of 53 feet seaward.
2. Exterior dimensions: 20 feet in the.shore-normal direction by 15 feet in the share -parallel direction,
3. Type of foundation: Pile,
Two Picnic Pavilions
1. Location relative to control line: A maximum of 45 feet seaward.
2. Exterior dimensions: Approximately 20 feet in the shore -normal direction by 20 feet In the shore -
parallel direction.
3. Type of foundation: Slab on grade.
Fill
1. Volume of fill to be placed: Approximately 43 cubic yards.
2. Location of fill to be placed: From 0 feet to 54 feet seaward of the control line.
Other Structures/Activities
1, Demolition, including removal of 131 cubic yards of storm damaged parking lot material.
2. A 6 -font wide ADA access ramp is to be located a maximum of .120 feet seaward of the control line.
See Special Permit Condition 9.
3. Beach access walkover structure with srtairs is to be located approximately 126 feet seaward of the
control line. See Special Permit Condition 9.
PERMITTEE: Indian River County
PERMIT NUMBER: IR -784
PAGE 3
4. Resurfacing of existing parking area is to be located a maximum of 54 feet seaward of the control line.
5. A 12400t square lifeguard stand relocated to approximately 96 feet seaward of the coastal
construction control line.
6. A 6400t wide concrete path is to be located a maximum of 56 feet seaward of the control line.
7. An outdoor shower area of dimensions 10 feet shore -normal by 10 feet shore -parallel is to be located a
maximum of approximately 55 feet seaward of the control line in proximity to a surfboard rack.
8. A circular bench is to be located approximately 37 feet seaward of the control line.
9. A chain-link fence is to be located on the boundary line between parcels 1 and 3 and is to extend
approximately 70 feet seaward of the control line.
10. Landscape plantings are to be located approximately 60 feet seaward of the control line.
1 I . Exterior lighting. See Special Permit Condition 3.
SPECIAL PERMIT CONDI'T'IONS:
1. No work shall be conducted under this permit until the permittee has received a written notice to
proceed from the Department.
2. Prior to issuance of the notice to proceed, the permittee shall provide written evidence that a public
notice of the Department's action has been published for one day in the largest newspaper of general
circulation in the county where the proposed project is located. A certification from the newspaper
showing compliance shall be provided to the staff. The public notice must be published within 10 days
of the date of issuance of this permit.
3. Prior to issuance of a notice to proceed, the permittee shall provide the Bureau staff- with a final
lighting plan depicting the following: Change the Lithonia Lighting MR] to a shielded LPS, fixture not
exceeding 35w, change the Lithonia #VR! 23 and Nurech.113 fixtures to a fully shielded, fixture of an
approved light source producing light with a wavelength of 580 nm or greater
4. Prior to commencement of construction activity authorized by this, permit, a preconstruction
conference shall be held at the site among the contractor, the owner or authorized agent, and a staff
representative of the :Bureau of Beaches and Coastal Systems to establish an understanding among the
parties as to the items specified in the special and general conditions of the permit. Contact John
McDowell at 1-877-314-1329 (toll-frce pager service) for an appointment. The proposed locations
of the structures shall be staked out for the conference.
PEItMI'l'rEE: Indian River County
PERMIT NUMBER: IR -784
PAGE 4
5. Construction activity authorized by this permit shall not commence until after the time period
provided in the public notice for the public to exercise any rights they may have under Chapter 120,
Florida Statutes, has expired, or if a hearing is requested, disposition of the hearing request has been
made.
6. Prior to commencement of construction activity authorized by this permit, it, a temporary .construction
fence shall be erected along the perimeter of the permitted activity. The fence shall remain In place
until the construction authorized by this permit is complete, The optimum siting of the construction
fence shall be determined during the preconstruction conference by the staff representative so as to
provide maximum protection to the existing vegetation located on the site.
7. All rubble and debris resulting from this construction shall be removed to a location landward of the
coastal construction control line.
8. All fill material shall be obtained from a source landward of the control line and shall consist of sand
which is similar to that already on the site in both grain size and coloration. This fill material shall -be
free of construction debris, rocks, or other foreign matter. A sample of the sand shall be provided to
the staff representative during the preconstruction conference.
9. The deck of the walkover structure shall maintain an elevation above the existing dune vegetation
canopy, and the width of the structure shall not exceed 6 feet. The piles for the walkover structure
shall not be greater than 64nch by 6 -inch posts and shall not be encased in concrete. The walkover
shall extend at least up to the existing line of vegetation but not further than '10 feet seaward of the
vegetation. The optimum siting of the walkover structure shall be determined by the staff
representative during the preconstruction conference to provide maximum protection to the existing
dune topography and vegetation located on the site.
10. Landscaping shall be in accordance with the Department approved plan and the permittee shall
remove all invasive nuisance plant species from seaward of the control line, including but not limited
to Australian pine, Casuarina spp., Brazilian pepper, Schinus terebinthifolius, beach naupaka,
Scaevola taccada, and others on the Florida Exotic Pcst Plant. Advisory Council List of Category land
it Invasive. Species. Plantings in other areas of the project site shall not include invasive nuisance
plant species such as listed in the Florida Exotic Pest Plant Council's May 2003 List of Invasive
Species Category I and It.
1 I . No construction, operation, transportation or storage of equipment or materials, and no temporary
lighting of the construction area is authorized in marine turtle nesting habitat, seaward of the frontal
dune crest or seaward line of vegetation, at any time during the marine turtle nesting season (March 1
through October 31).
l2. All lighting shall be installed and maintained as depicted in the approved lighting schematic. No
additional permanent exterior lighting is authorized.
PERMITTEE: Indian River County
PERMIT NUMBER; IR -784
PAGE 5
CAVE, ATa
Due to potential adverse impacts to the beach and dune system that may result from additional development
on the property, the seaward extent of the permitted strictures shall not be increased, nor will any additional
major structures be permitted which would exceed the limits established by the permitted construction
seaward of the coastal construction control line.
Approved plans are incorporated into this permit by reference.
Done and ordered this Z day of 2008, in Tallahassee, Florida.
Attachment: General Permit Conditions
FILING AND ACKNOWLEDGEMENT
FILED, on this date, pursuant to S 120.52
Florida Statutes, with the designated
Department Clerk, receipt of which is hereby
Date
State of Florida
Department of Environmental Protection
Bureau of Beaches and Coastal Systems
fit. _o ns River
Water Management District
Kirby B. Green III, Executive Director • David W. Fisk, Assistant Executive Director • Mike Slayton, Deputy Executive Director
John JuiGanna, Palm Bay Service Center Director, Regulatory
525 Community College Parkway S.E. • Palm Bay, FL 32909 • (321) 984-4940
December 28, 2005 w.
On the Internet at wwsjrwmd.com.
Regina D. Burdock, Permit Specialist
Coastal Technology Corporation
3625 20th Street
Vero Beach, FL 3290-2409
RE: Wabasso Beach Park — Indian River County Permit Determination
DET #061=512735
Please reference the DET number above on all correspondence
Dear Ms. Burdock:
The St, Johns River Water Management District received your permit determination request
concerning the above referenced project on October 11, 2005. The proposed project includes
the restoration of the pavement, picnic pavilions, showers, sidewalks, and curbs at Wabasso
Beach Park in Indian River County.
It appears the proposed project is partially located east of the coastal construction control line.
Based on the operating agreement between the District and the Florida Department of
Environmental Protection concerning regulation under Part IV, Chapter 373, F.S., the
Department shall review and take final action on projects proposed in whole or in part seaward
of the coastal construction control line. Therefore, the proposed project is not within the scope
of the District's regulatory review, and your submittal will be forwarded to the Department for its
consideration.
If you have any questions, please feel free to call me at (321) 676-6602.
Sincerely,
— 'lR
Gretchen Reinertson, Engineer
Department of Water Resources
Enclosure: submittal received 10/11/05
cc: PDS/DL
John JuilianR!9w
Janice Unger
Lisa Prather — Florida Department of Environmental Protection (w/ enclosure)
3319 Maguire Blvd., Suite 232
Orlando, FL 32803
GOVERNING BOARD
David G. Graham, CHAIRMAN John G. Sowinski, VICE CHAIRMAN Ann T. Moore, SECRETARY Duane L. Ottenstroer, TREASURER
JACKSONVILLE ORLANDO
BUNNELL JACKSONVILLE
R. Clay Albright Susan N. Hughes William W. Kerr Ometrias D. Long W. Leonard Wood
OCALA PONTEVEDRA MELBOURNE BEACH APOPKA FERNANDINA BEACH
SECTION 01009
SPECIAL PROVISIONS
1.1 GENERAL
A. Visits to the construction site may be made by representatives of permitting or
governing bodies. Submit details of all instructions from the above to the
ENGINEER immediately. The OWNER will not accept the Work until final
acceptance has been received from the various Regulatory Agencies having
jurisdiction.
B. Furnish sufficient labor, construction equipment and materials, and work such
hours, including night shifts and overtime operations, as may be necessary to
insure the prosecution of the work in accordance with the approved progress
schedule. If in the opinion of the ENGINEER and ENGINEER's CONSULTANT,
the CONTRACTOR falls behind the progress schedule, take such steps as may
be necessary to improve progress, all without additional cost to the OWNER.
The ENGINEER and ENGINEER's CONSULTANT shall be compensated for
his overtime services in accordance with the Supplementary Conditions.
Failure to comply with the requirements of the ENGINEER and ENGINEER's
CONSULTANT under this provision shall be grounds for determination by the
ENGINEER and ENGINEER's CONSULTANT that the CONTRACTOR is not
prosecuting the work with such diligence as will insure completion within the time
specified. Upon such determination, the ENGINEER and ENGINEER's
CONSULTANT may recommend to the OWNER to seek such legal remedy as is
deemed necessary to protect the OWNER's interest.
Co All salvageable material and equipment for which specific use, relocation, or
other disposal is not specifically noted shall remain the property of the OWNER
and shall be delivered at the CONTRACTOR's expense to the OWNER at the
Indian River County Road and Bridge Facility at 4550 41st Street, Vero Beach, at
the CONTRACTOR's expense. All material and equipment not in salvageable
condition, as determined by the ENGINEER and ENGINEER's CONSULTANT
shall be disposed of by the CONTRACTOR, at the CONTRACTOR's expense.
All excess excavated soils shall remain the property of the OWNER and shall be
disposed of as directed by the ENGINEER and approved by the OWNER.
D. Requirements of Permits or Grants: In addition to these Specifications, all Work
shall comply with the requirements of local permitting agencies, St. Johns River
Water Management District, the U.S. Army Corps of Engineers, and all other
state or federal agencies' permit or grant requirements. If there is a conflict
between the Specifications and any permit or grant requirement, then the most
stringent specification or requirement shall govern. In any event, the ENGINEER
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and ENGINEER's CONSULTANT shall determine which specification or
requirement governs, and the ENGINEER's and ENGINEER's CONSULTANT 's
decision shall be final.
E. Other Specifications and Requirements: In some instances, the Specifications
contained herein may refer to other requirements or specifications (such as
FDOT's Standard Specifications for Road and Bridge Construction). If there is a
conflict between the Specifications and any referenced specification or
requirement, then the most stringent specification or requirement shall govern.
In any event, the ENGINEER and ENGINEER's CONSULTANT shall determine
which specification or requirement governs, and the ENGINEER's and
ENGINEER's CONSULTANT's decisions shall be final.
F. Notify all permitting agencies of intention to begin construction. Give proper
notification within the time frame required by the agency.
G. Give the ENGINEER ten (10) days minimum notice before beginning work on the
Project.
H. Give the ENGINEER a minimum of 48 hours notice before performing any test.
I. Do not work overtime unless authorized to do so by OWNER. If overtime is
required, provide 48 hours minimum notice to the ENGINEER.
J. Do not perform any work on holidays or weekends that require construction
observation by the ENGINEER and ENGINEER's CONSULTANT or OWNER,
without first obtaining the OWNER's written permission.
K. Anything mentioned in the Specifications and not shown in the Drawings, or
shown in the Drawings and not mentioned in the Specifications, shall be of like
effect as if shown or mentioned in both.
L. Maintain existing drainage during construction.
N. Before performing any work outside the designated limits of the work site, secure
all necessary permits and authorization from the applicable owner, or verify in
writing that such has been previously obtained. Follow all requirements of any
permits or authorization. Give the ENGINEER and appropriate owner ten (10)
days minimum notice before commencing construction operations outside the
designated limits of the work site.
TRUCTION SEAWARD OF THE COASTAL PRIMARY DUNE LINE
A. Restrictions: CONTRACTOR is advised a portion of the WORK is seaward of the
coastal primary dune line, including the ramp and stair crosswalks. Work in these
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areas is restricted during the sea turtle nesting season from March 1 through
October 31. As may be necessary the OWNER may suspend WORK in the area
seaward of the coastal primary dune line during this period as may be required by
the Florida department of environmental Protection (FDEP) permit. Suspension of
work described above shall not form a basis for claims by the CONTRACTOR for
time extensions or incurred costs.
B. Permits and Licenses: Indian River County will obtain the necessary FDEP permit.
Any other permits and licenses required for the work shall be secured and paid for
by the CONTRACTOR. Copies of all certifications, licenses, and permits obtained
by the CONTRACTOR shall be provided to the OWNER prior to commencement of
the WORK.
The CONTRACTOR will be provided a copy of the FDEP permit. By submission of
his bid, the CONTRACTOR warrants that he shall comply with the permit conditions
as they apply to the CONTRACTOR'S WORK specified herein. Any questions
regarding permit conditions will be addressed at the Pre -construction meeting.
The CONTRACTOR shall abide by all notes and conditions on the plans and
specifications and all applicable permits; specifically those involving beach tilling,
prohibition of discharge of oil and debris, placement of non -suitable beach fill, etc.
and as may be specified elsewhere herein. If the CONTRACTOR violates any
condition of the permit resulting in the stopping of WORK by the State of Florida or
other public entity, then any additional costs incurred by the CONTRACTOR shall be
paid by the CONTRACTOR and not charged to the OWNER.
The CONTRACTOR shall post copies of all permits at the job sites in a manner
clearly visible.
C. Turtle Nesting Season: As specified above this Project must be constructed outside
of sea turtle nesting season except as otherwise provided for in the FDEP permit
authorizing the work. The CONTRACTOR shall comply with all State and Federal
permit restrictions regarding construction activity within the project boundaries. All
equipment shall be removed from the project site on or before the date specified by the
OWNER at the Pre -Construction Meeting to allow for turtle nesting. The CONTRACTOR
should plan to cease work at the start of the turtle nesting season unless otherwise
specifically authorized in writing by the OWNER and FDEP to continue construction. In
the event WORK is allowed to proceed into the early part of sea turtle nesting season
(March 1 to March 31) CONTRACTOR will be required to wait for clearance from sea
turtle nesting surveyors before starting work each morning and will be required to
avoid any marked sea turtle nests.
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SECTION 01025
MEASUREMENT AND PAYMENT
1.1 DESCRIPTION
A. The items listed below, beginning with Paragraph 1.4, referto items listed in the Bid
Form Section 00310. They constitute all of the pay items for the completion of the
Work. Furnish and install any items shown or omitted that are required for a
complete installation, at no additional cost to the OWNER. No direct or separate
payments will be made for providing miscellaneous temporary or accessory works,
plant, services, field offices, site dewatering, repair or replacement of existing
utilities, job signs, sanitary requirements, testing, safety devices, replacement of
unpaved roads, clean-up, protection of the Work and property, field verification or
location of buried utilities, water supplies, power, maintaining traffic, removal of
waste, watchmen, and all other requirements of the General Conditions,
Supplementary Conditions, General Requirements, and the Specifications.
Compensation for all such services, things, and materials shall be included in the
prices stipulated for the appropriate lump sum or unit price pay items, as applicable,
listed herein.
B. Each lump sum and unit bid price will be deemed to include an amount considered
by CONTRACTOR to be adequate to cover CONTRACTOR's overhead and profit
for each separately identified item.
C. Note that many of the descriptions for payment of the bid items listed below may
include the words "including but not limited to," followed by a list of specific items
that are included in the bid item. The use of "included but not limited to," or similar
words, means that other items may be included in the bid item, but they have not
been listed by the ENGINEER's CONSULTANT. If a list is provided, it is intended
only as an aid to the CONTRACTOR and it shall not limit the actual items that are
included in the bid item.
1.2 ENGINEER'S ESTIMATE OF QUANTITIES
A. ENGINEER's CONSULTANT's estimated quantities for unit bid prices, as listed in
the Bid Form, are approximate only and are included solely for the 'purpose of
comparing Bids. OWNER does not expressly or by implication agree that the nature
of the materials encountered or the actual quantities of material encountered or
required will correspond therewith. OWNER reserves the right to increase or
decrease any quantity or to eliminate any quantity, as OWNER may deem
necessary. CONTRACTOR will not be entitled to any adjustment in a unit bid price
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as a result of any change in an estimated quantity and agrees to accept the
aforesaid unit bid prices as complete and total compensation for any additions or
deductions caused by a variation in quantities as a result of more accurate
measurement, or by any changes or alterations in the Work ordered by OWNER,
and for use in the computation of the value of the Work performed for progress
payments.
1.3 RELATED PROVISIONS
A. Payments to CONTRACTOR: Refer to General Conditions and Agreement.
B. Changes in Contract Price: Refer to General Conditions.
1.4 BID ITEMS
1.0 GENERAL ITEMS
A. Item 1.01 — Mobilization and Item 1.05 - Demobilization:
1. Measurement: The lump sum payment will be full compensation for mobilization
and demobilization of construction operations, including but not limited to,
performance of construction preparatory and finalization operations, including all
labor and materials necessary to transport equipment and personnel to and from
the project site, temporary construction utilities, CONTRACTOR's field offices,
and removing all of the CONTRACTOR's equipment, etc, from the project site
when the Work is complete.
2. Payments: The total lump sum to be paid for this item shall not exceed
five (5) percent of the total bid. Bid item 1.01 may be paid in the first
application for payment and the bid item 1.05 amount shall be paid in the last
application for payment as demobilization. No additional payment will be made
for demobilization or remobilization due to shutdowns, suspensions of work or
for other mobilization activities.
B. Item 1.02 - Performance Bond:
1. Measurement: The lump sum payment will be full compensation for providing a
Performance Bond as required by these Contract Documents.
2. Payment: The total lump sum to be paid for this item shall not exceed one
and one-half (1.5) percent of the total bid. Twenty-five (25) percent of the bid
item amount may be paid in the first application for payment and the remaining
seventy-five (75) percent of the bid item amount shall be paid in the last
application for payment.
C. Item 1.03 - Payment Bond:
1. Measurement: The lump sum payment will be full compensation for providing a
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Payment Bond as required by these Contract Documents,
2, Payment: The total lump sum to be paid for this item shall not exceed one
and one- half (1.5) percent of the total bid. Twenty-five (25) percent of the bid
item amount may be paid in the first application for payment and the remaining
seventy-five (75) percent of the bid item amount shall be paid in the last
application for payment.
D. Item 1.04 - Insurance Coverage:
1. Measurement: The lump sum payment will be full compensation for providing
ALL the specified insurance coverage required by the Contract Documents.
2. Payment: Fifty (50) percent of the bid item amount will be paid in the first
application for payment, and the remaining fifty (50) percent of the bid item
amount shall be paid for Insurance Coverage will be made when the project is
complete and accepted by the OWNER
E. Item 1.06 - Record Drawings and Survey Work:
1. Measurement and Payment: The lump sum payment will be full compensation,
including but not limited to, all labor, materials, and equipment required to
prepare project record drawings including AutoCAD work and establish and
protect survey control points, replace disturbed or destroyed property
monuments and survey control points, and perform construction staking.
2. Payment: Twenty-five (25) percent of the bid item amount may be paid in the
first application for payment, twenty-five (25) percent may be paid at
approximately the one-half way point in the construction contract, and the
remaining fifty (50) percent of the bid item amount shall be paid in the last
application for payment.
G. Item 2.01 and 2.07 — This item is listed and generally described in Section 00310
Bid Form
1. Measurement: The lump sum payment will be full compensation for constructing
all items in accordance with the Contract Documents and regulatory
requirements, including but not limited to, all labor, materials, equipment,
permits, cleanup, disposal of debris, transportation and maintenance during the
term of the Project and startup.
2. Payment: Payment will be based on percent of bid item completed. (i.e. 10
percent of lump sum amount (less retainage) will be paid at 10 percent of
earned bid item.)
H. Items 2.02, 2.03, 2.04, 2.05, and 2.06 — These items are listed and generally
described in Section 00310 Bid Form.
1. Measurement: The quantity of the item will be the measured amount of the
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finished item constructed as shown on the drawings and specified herein.
2. Payment: The unit price and payment for each unit of item constructed will be
full compensation for furnishing all labor, materials, and equipment necessary for
constructing the quantity of item bid complete in-place including all related sundry
incidentals as shown on the drawings and specified herein.
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SECTION 01040
PROJECT COORDINATION
1.1 SCOPE
A. CONTRACTOR shall be solely responsible for coordination (including
scheduling) of all of work to insure completion of the Work within the Contract
Time. Supervise, direct, and fully cooperate with all subcontractors,
manufacturers, fabricators, suppliers, distributors, installers, testing agencies,
and all others whose services, materials, or equipment are required, including
the work of any other contractor, utility service company, or OWNER'S
employees performing additional work related to the Project.
Be Maintain sufficient competent personnel, drafting equipment, and supplies at the
site for the purpose of preparing layout and coordination drawings. These
drawings shall supplement the Contract Documents, working drawings, and
Shop Drawings as necessary, to correlate the work of various trades. Where
such drawings are to be prepared by subcontractors, ensure that each
subcontractor maintains the required personnel and facilities at the site.
Co Attend and participate in all project meetings and report on the progress of all
work and compliance with schedules.
1.2 MISCELLANEOUS COORDINATION
A. Prepare and discuss an emergency preparation and restoration plan to address
eventualities such as tropical storms and hurricanes.
Be Provide all parties with an emergency 24-hour telephone number.
C. Notify local law enforcement agencies before closing one or more lanes of traffic
for periods exceeding one hour.
D. Safely conduct the public through the permitted work area from the time work
begins to the time of final completion. Fully comply with these Specifications,
Indian River County Traffic Division Standards, and FDOT's Roadway and Traffic
Design Standards (600 Series); in the event of a conflict, the more stringent
specification or requirement shall govern.
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SECTION 01050
SURVEYING AND FIELD ENGINEERING SERVICES
1.1 GENERAL
A. Provide civil, structural, survey, or other professional engineering services
specified or required, to execute the CONTRACTOR's construction methods
Be Develop and make all detail surveys and measurements needed for construction
including but not limited to, slope stakes, batter boards, piling layouts, and all
other working lines, elevations, and cut sheets.
C. Keep a transit and leveling instrument on the site at all times and a skilled
instrument man available whenever necessary for layout of the Work.
D. Provide all material required for benchmarks, control points, batter boards, grade
stakes, and other items.
E. Be solely responsible for all locations, dimensions, and levels. No data other
than written orders from the ENGINEER's CONSULTANT shall justify departure
from the dimensions and levels required by the Drawings.
F. Safeguard all points, stakes, grademarks, monuments, and benchmarks made or
established on the Work, and reestablish same if disturbed, at no additional cost
to the OWNER. Rectify all Work improperly installed because of not
maintaining, not protecting or removing without authorization, such established
points, stakes, marks, and monuments.
G. The OWNER or its survey contractor may visit the site from time -to -time to
review, confirm, or check the CONTRACTOR's construction staking. Cooperate
fully with these activities.
H. When requested by the ENGINEER's CONSULTANT, provide such facilities and
assistance as necessary for the ENGINEER Is CONSULTANT to check line and
grade points placed by the CONTRACTOR. Do no excavation or embankment
work until all cross -sectioning necessary for determining pay quantities has been
completed and checked by the ENGINEER's CONSULTANT.
The cost of performing engineering and layout work described above shall be
included in the Contract unit prices for the various items of work to which it is
incidental. No separate payment will be made for surveying or engineering.
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1.2 CONTRACTOR'S FIELD ENGINEER/SUPERINTENDENT
A. Employ and retain at the site of the Work, a field engineer and/or superintendent
capable of performing all engineering tasks required of the CONTRACTOR.
These tasks include, but are not limited to:
1. Check all formwork, reinforcing, inserts, structural steel, bolts, sleeves,
piping, other materials, and equipment.
2. Maintain field office files and drawings, Record Documents, and
coordinate all work with subcontractors. Prepare layout and construction
drawings for construction operations.
3. Check and coordinate the Work for conflicts and interferences and
immediately notify the ENGINEER's CONSULTANT in writing, of all
discrepancies noted.
4. Coordinate with the ENGINEER's CONSULTANT in field reviews.
1.3 SURVEY WORK
A. Prior to commencing work, verify the accuracy of all survey bench marks and
references, and existing site information as indicated in the Contract Documents
and provided by the ENGINEER, ENGINEER's CONSULTANT, or OWNER's
survey contractor. Immediately notify the ENGINEER's CONSULTANT upon
discovery of any errors, inaccuracies or omissions in the survey data. The
commencing of any of the work by the CONTRACTOR shall be held as the
CONTRACTOR's acceptance that all survey or existing site information is correct
and accurate, without any reasonably inferable errors, inaccuracies or omissions.
The OWNER does not guarantee that the survey control shown or implied on
the Drawings will be in place when construction begins. If the referenced survey
control is missing or has been disturbed, the OWNER will provide necessary
initial survey control or references.
Be The CONTRACTOR shall carefully preserve all control stakes, benchmarks,
reference points and property corners and will be responsible for any mistake or
loss of time caused by their unnecessary loss or disturbance. If the loss or
disturbance of any stakes or marks causes a delay in the Work, the
CONTRACTOR shall have no claim for damages or extension of time. Control
stakes, benchmarks, reference points and property corners disturbed shall be
replaced by a Florida Registered Land Surveyor and Mapper, at the
CONTRACTOR's expense. If the OWNER must provide the services of the
Florida Registered Surveyor and Mapper to perform this replacement work, the
cost of the surveying services will be deducted from any sums due the
CONTRACTOR for the work performed under this Contract.
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C. All construction survey work and work for Record Drawings shall be performed
under the guidance and direction of a Florida Registered Surveyor and Mapper.
D. Maintain a complete, accurate log of all control and survey work as it progresses.
1.4 SUBMITTALS
A. Before beginning work, submit name and qualifications of Field
Engineer/Superintendent to ENGINEER.
B. Before beginning work, submit name and address of Professional Surveyor and
Mapper to ENGINEER.
C. On request of ENGINEER or ENGINEER's CONSULTANT, submit
documentation to verify accuracy of field engineering and survey work.
D. Complete and submit Section 00634 — "Professional Surveyor and Mapper's
Certification as to Elevations and Locations of the Work," with the Final
Application for Payment.
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SECTION 01091
REFERENCE STANDARDS
1.1 GENERAL
A. Whenever reference is made to the furnishing of materials or testing thereof to
conform to the standards of any technical society, organization or body, it shall be
construed to mean the latest standard, code, specification or tentative specification
adopted and published at the date of advertisement for bids, even though reference
has been made to an earlier standard. When a reference standard is specified,
comply with requirements and recommendations stated in that standard, except
when they are modified by the Contract Documents, or when applicable laws,
ordinances, rules, regulations or codes establish stricter standards. The list of
specifications presented in Paragraph B is hereby made a part of the Contract, the
same as if repeated herein in full.
Be Reference to a technical society, organization, or body may be made in the
Specifications by abbreviations, in accordance with the following list:
AASHTO The American Association of State Highway and
Transportation Officials
ACI American Concrete Institute
AGA American Gas Association
AISC American Institute of Steel Construction
AISI American Iron and Steel Institute
ANSI American National Standards Institute
API American Petroleum Institute
ASCE American Society of Civil Engineers
ASME American Society of Mechanical Engineers
ASTM American Society for Testing and Materials
AWPA American Wood Preservers Association
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AWWA American Water Works Association
AWS American Welding Society
FED.SPEC, Federal Specifications
CIPRA Cast Iron Pipe Research Association
CRSI Concrete Reinforcing Steel Institute
FDEP/DEP Florida Department of Environmental Protection
DIPRA Ductile Iron Pipe Research Association
DNR Department of Natural Resources
IEEE Institute of Electrical and Electronics Engineers
NCPI National Clay Pipe Institute
NEMA National Electrical Manufacturers Association
NFPA National Fire Protection Association
NEC National Electric Code
NSF National Sanitation Foundation
NLMA National Lumber Manufacturers Association
NSPE National Society of Professional Engineers
OSHA Occupational Safety and Health Administration
PCI Prestressed Concrete Institute
SBCC Standard Building Code Congress International, Inc.
FDOT/DOT Florida Department of Transportation Standard Specifications
for Road and Bridge Construction
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U. L., Inc. Underwriter's Laboratories, Inc.
OSHA Occupational Safety and Health Act
SSPC Steel Structures Painting Council
SJRWMD St. Johns River Water Management District
C. When no reference is made to a code, standard or specification, the standard
specifications of ASTM, ANSI, ASME, IEEE or NEMA shall govern.
D. In the event of a conflict between the specifications prepared by the ENGINEER, or
ENGINEER's CONSULTANT and the above referenced specifications, codes, and
standards, or any other regulatory specification, codes or standards, the more
stringent requirement prevails.
Last Revised 12/2007
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SECTION 01210
PRECONSTRUCTION CONFERENCE
1.1 SCOPE
A. Date, Time and Location: The Conference will be held after execution of the
Agreement and before construction is started at the site. ENGINEER will fix the
date, time, and location of the meeting in accordance with the General
Conditions.
Be ENGINEER or OWNER Is representative shall prepare agenda, preside at
meeting, and prepare and distribute a transcript of proceedings to all parties.
co CONTRACTOR shall provide data required, contribute appropriate items for
discussion, and be prepared to discuss all items on agenda.
1.2 REQUIRED ATTENDANCE
A. CONTRACTOR and major subcontractors.
Be OWNER's representative.
Co ENGINEER and E.NGINEER's CONSULTANT
D. Representatives of utilities and governmental permit agencies having any degree
of concern, control, or responsibility, if available.
1.3 AGENDA
A. Agenda will include, but will not necessarily be limited to, the following:
1. Designation of responsible personnel.
2. Subcontractors.
3. Coordination with other contractors.
4. Progress schedule.
5. Utility Concerns — Utility representatives as available.
a. Florida Power & Light
b. Indian River County, Division of Utility Services
c. Bell South
6, Shop Drawings.
7. Processing of Field Orders and Change Orders,
8. Requirements for copies of Contract Documents.
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9. Insurance in force.
10. Processing of progress payments.
11. Use of premises.
12. CONTRACTOR's responsibility for safety.
13. Security.
14, Housekeeping.
15. Field Offices.
16. Record Drawings.
17. Traffic Control Plan.
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SECTION 01220
PROGRESS MEETINGS
1.1 SCOPE
A. Date and Time:
1. Regular Meetings: As mutually agreed upon by ENGINEER and
CONTRACTOR.
2, Other Meetings: On call.
B. Place: ENGINEER's office, at Project site, or other mutually agreed upon location.
C. ENGINEER shall prepare agenda, preside at meetings, and prepare and distribute a
transcript of proceedings to all parties.
D. CONTRACTOR shall provide data required and be prepared to discuss all items on
agenda.
E. Representatives present for each party shall be authorized to act on their behalf.
1.2 MINIMUM ATTENDANCE
A. CONTRACTOR:
1. When needed for the discussion of a particular agenda item, require
representatives of subcontractors or suppliers to attend the meeting.
B. ENGINEER's CONSULTANT.
C. OWNER's representative or ENGINEER.
1.3 AGENDA
A. Agenda will include, but will not necessarily be limited to, the following:
1. Transcript of previous meeting.
2. Progress since last meeting.
3. Vendor meetings and equipment installation.
4. Utility concerns.
5. Planned progress for next period.
6. Problems, conflicts and observations.
7. Change Orders/Pay Requests,
8. Status of Shop Drawings.
9. Quality standards and control.
10. Schedules, including off-site fabrication and delivery schedules.
measures, if required.
11. Coordination between parties.
12. Safety concerns.
13. Other business.
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Corrective
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SECTION 01310
CONSTRUCTION SCHEDULES
1.1 GENERAL REQUIREMENTS
A. No partial payments shall be approved by the ENGINEER or ENGINEER's
CONSULTANT until there is an approved construction progress schedule.
Be Designate an authorized representative who shall be responsible for development
and maintenance of the construction schedule and of all progress and payment
reports. This representative shall have direct project control and complete authority
to act on behalf of the CONTRACTOR in fulfilling the commitments of the
CONTRACTOR's schedules.
1.2 REVISIONS TO THE CONSTRUCTION SCHEDULES
A. Submit revised (updated) progress schedules on a monthly basis:
1. Indicate the progress of each activity to the date of submission.
2. Show changes occurring since the previous submission listing:
a. Major changes in scope.
b. Activities modified since the previous submission.
C, Revised projections of progress and completion.
d. Other identifiable changes.
3. Provide a narrative report as needed to define:
a. Problem areas, anticipated delays, and the impact on the schedule.
b. Corrective action recommended and its effect.
c. The effect of changes on schedules of other prime contractors.
1.3 SUBMISSION OF THE CONSTRUCTION SCHEDULES
A. On or before the tenth calendar day after the effective date of the Agreement,
submit the initial schedules to the ENGINEER. The ENGINEER's CONSULTANT
will review the schedules and provide comments to the CONTRACTOR within 7
calendar days after receipt. The review period does not restrict issuance of the
notice -to -proceed. Resubmit revised schedules on or before the seventh day after
receipt of the ENGINEER's CONSULTANT's comments. Submit revised monthly
progress schedules with that month's application for payment.
1.4 DISTRIBUTION OF THE CONSTRUCTION SCHEDULES
A. After receiving approval by the ENGINEER, distribute copies of the approved initial
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schedule and all reviewed revisions (updated) to:
1. Job site file.
2. Subcontractors.
3. Other concerned parties.
4. OWNER (two copies).
5. ENGINEER
Be In the cover letter, instruct recipients to report promptly to the CONTRACTOR, in
writing, any problems anticipated by the projections shown in the schedules.
Last Revised 12/2007
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SECTION 01340
SUBMITTAL OF SHOP DRAWINGS, DESIGN DRAWINGS, PRODUCT DATA, AND
SAMPLES
1.1 SCOPE
A. Submit shop drawings, system design drawings, product data, and samples as
required by or inferred by the Drawings and Specifications. Submittals shall
conform to the requirements of Section 6.17 of the General Conditions, and as
described in this Section.
1.2 SHOP DRAWINGS
A. Shop drawings are original drawings, prepared by the CONTRACTOR, a
subcontractor, supplier, or distributor, which illustrate some portion of the Work;
showing fabrication, layout, setting, or erection details.
Be Shop drawings shall be prepared by a qualified detailer and shall be identified by
reference to specification section number, sheet, and detail numbers on the
Contract Drawings.
1.3 PRODUCT DATA
A. Product data are manufacturer's standard schematic drawings and
manufacturer's catalog sheets, brochures, diagrams, schedules, performance
charts, illustrations, and other standard descriptive data.
Be Modify standard drawings to delete information which is not applicable to the
project and supplement them to provide additional information applicable to the
project.
C. Clearly mark catalog sheets, brochures, etc., to identify pertinent materials,
products, or models.
1.4 DESIGN DRAWINGS
A. Design drawings are original drawings, prepared by a Florida licensed
professional engineer or other appropriately licensed design professional for the
CONTRACTOR, a subcontractor, supplier, or distributor, which illustrate some
portion of the work; showing fabrication, layout, setting, or erection details.
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Be Design drawings shall be prepared by a qualified, appropriately licensed
professional and shall be identified by reference to specification section number,
sheet, and detail numbers on the Contract Drawings.
1.5 SAMPLES
A. Samples are physical examples to illustrate materials, equipment, or
workmanship and to establish standards by which work is to be evaluated.
Samples are further defined in Section 01330.
1.6 CONTRACTOR'S RESPONSIBILITIES FOR SUBMITTAL OF SHOP
DRAWINGS, DESIGN DRAWINGS, PRODUCT DATA, AND SAMPLES
A. The CONTRACTOR's responsibilities for submittal of shop drawings, design
drawings, product data, and samples are set forth in paragraph 6.17 of the
General Conditions and as further explained herein.
Be Prior to submission, thoroughly check shop drawings, design drawings, product
data, and samples for completeness and for compliance with the Contract
Documents, verify all dimensions and field conditions, and coordinate the shop
drawings with the requirements for other related work. Also review each shop
drawing before submitting it to the ENGINEER to determine that it is acceptable
in terms of the means, methods, techniques, sequences and operations of
construction, safety precautions and programs incidental thereto, all of which are
the CONTRACTOR's responsibility.
1. It is CONTRACTOR'S responsibility to review submittals made by his
suppliers and Subcontractors before transmitting them to ENGINEER to
assure proper coordination of the Work and to determine that each
submittal is in accordance with its desires and that there is sufficient
information about materials and equipment for ENGINEER or
ENGINEER'S CONSULTANT to determine compliance with the Contract
Documents,
2. Incomplete or inadequate submittals will be returned for revision without
review.
C. The CONTRACTOR's responsibility for errors and omissions in submittals is not
relieved by the ENGINEER's or ENGINEER's CONSULTANT's review of
submittals. The CONTRACTOR shall approve the shop drawings based on his
in -the -field measurements, prior to submittal to the ENGINEER for review.
D. Notify the ENGINEER, in writing at the time of submission, of deviations in
submittals from the requirements of the Contract Documents, The
CONTRACTOR's responsibility for deviations in submittals from the
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requirements of the Contract Documents is not.relieved by the ENGINEER's or
ENGINEER's CONSULTANT's review of submittals, unless the ENGINEER or
ENGINEER's CONSULTANT gives written acceptance of specific deviations.
E. Begin no work that requires submittals until return of submittals with the
ENGINEER's or ENGINEER's CONSULTANT's stamp and initials or signature
indicating the submittal has been reviewed.
1.7 SUBMITTAL REQUIREMENTS AND ENGINEER'S REVIEW FOR SHOP
DRAWINGS, DESIGN DRAWINGS, PRODUCT DATA AND SAMPLES
A. Submit to: Indian River County
Clifford Suthard, P.E.
4378 43rd Avenue, Unit 102
Vero Beach, FL 32967
Be A letter of transmittal shall accompany each submittal. If data for more than one
Section of the Specifications is submitted, a separate transmittal letter shall
accompany the data submitted for each Section.
C. At the beginning of each letter of transmittal, provide a reference heading
indicating the following:
1. OWNER'S Name
2. Project Name
3, Project Number
4. Transmittal Number
5. Section Number
D. All submittals shall have a title block with complete identifying information
satisfactory to the ENGINEER. The following is a sample Submittal Form that
the CONTRACTOR may use:
[The remainder of this page has been left blank intentionally]
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6
Owner's Name: INDIAN RIVER COUNTY
Project Name: Wabasso Beach Pk Restoration
Project Number: 0612
CONTRACTOR'S Name:
SUBMITTAL NUMBER:
Date:
51
------------------------------------------------------------------------------------------------------------------------------
Item:
Specification Information
Drawing Number:
Location:
Section:
Page Number:
Paragraph Number:
Approved By:
(Signature of Contractor's Authorized Representative)
Contractor's Comments:
Distribution of Copies:
❑ Engineer
❑ Office File
❑ Field Office File
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E. All submittals shall bear the stamp of approval and signature of CONTRACTOR
as evidence that CONTRACTOR has reviewed them. Submittals without this
stamp of approval will not be reviewed by the ENGINEER and will be returned to
CONTRACTOR.
F. Assign a number to each submittal starting with No. 1 and thence numbered
consecutively. Identify resubmittals by the original submittal number followed by
the suffix "A" for the first resubmittal, the suffix "B" for the second resubmittal,
etc.
G. Initially submit to ENGINEER a minimum of six (6) copies of all submittals that
are on 11 ,inch by 17 -inch or smaller sheets (no less than 8 1/2 -inch x 11 -inch),
and six (6) unfolded prints of all submittals on sheets larger than 11 -inch by
17 -inch.
H. After the ENGINEER or the ENGINEER's CONSULTANT completes his review,
Shop Drawings or Design Drawings will be marked with one of the following
notations:
1. Approved
2. Approved as Corrected
3. Approved as Corrected - Resubmit
4. Revise and Resubmit
5, Not Approved
If a submittal is acceptable, it will be marked "Approved" or "Approved as
Corrected." Three (3) prints or copies of the submittal will be returned to
CONTRACTOR.
J. Upon return of a submittal marked "Approved" or "Approved as Corrected",
CONTRACTOR may order, ship, or fabricate the materials included on the
submittal, provided it is in accordance with the corrections indicated.
CONTRACTOR is not constrained from ordering equipment and materials
subject to obtaining approved shop drawings. However, work shall comply with
approved Shop Drawings, see Article 1.7, O., below.
K. If a Shop Drawing or Design Drawing marked "Approved as Corrected" has
extensive corrections or corrections affecting other drawings or Work,
ENGINEER or ENGINEER'S CONSULTANT may require that CONTRACTOR
make the corrections indicated thereon and resubmit the Shop Drawings or
Design Drawings for record purposes. Such drawings will have the notation,
"Approved as Corrected - Resubmit."
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L. If a submittal is unacceptable, three (3) copies will be returned to
CONTRACTOR with one of the following notations:
1. "Revise and Resubmit"
2. "Not Approved"
M. Upon return of a submittal marked "Revise and Resubmit", make the corrections
indicated and repeat the initial approval procedure. The "Not Approved" notation
is used to indicate material or equipment that is not acceptable. Upon return of a
submittal so marked, repeat the initial approval procedure utilizing acceptable
material or equipment.
N. Any related Work performed or equipment installed without an "Approved" or
"Approved as Corrected" Shop Drawing or Design Drawing will be the sole
responsibility of the CONTRACTOR.
O. Submit Shop Drawings or Design Drawings well in advance of the need for the
material or equipment for construction and with ample allowance for the time
required to make delivery of material or equipment after data covering such is
approved. CONTRACTOR shall assume the risk for all materials or equipment,
which are fabricated or delivered prior to the approval of Shop Drawings.
Materials or equipment will not be included in periodic progress payments until
approval thereof has been obtained in the specified manner.
P. ENGINEER will review and process all submittals promptly, but a reasonable
time should be allowed for this, for the Shop Drawings or Design Drawings being
revised and resubmitted, and for time required to return the approved Shop
Drawings or Design Drawings to the CONTRACTOR.
Q. Furnish required submittals with complete information and accuracy in order to
achieve required approval of an item within three submittals. All costs to
ENGINEER or ENGINEER's CONSULTANT involved with subsequent submittals
of Shop Drawings, Samples or other items requiring approval, will be
backcharged to CONTRACTOR in accordance with the General Conditions and
the Supplementary Conditions. If the CONTRACTOR requests a substitution for
a previously approved item, all of ENGINEER'S and ENGINEER's
CONSULTANT's costs in the reviewing of the substitution will be backcharged to
CONTRACTOR unless the need for such substitution is beyond the control of
CONTRACTOR.
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SECTION 01380
CONSTRUCTION PHOTOGRAPHS
1.1 SUMMARY
A. This Section specifies requirements of photographic documentation of project
conditions before, during, and after construction.
Be The ENGINEER or ENGINEER's CONSULTANT has the authority to reject any or
all photographs and order that they be redone at, no additional charge. Rem
photograph areas of unacceptable coverage within five (5) days after being notified
by the ENGINEER or ENGINEER's CONSULTANT. All photographs shall become
the property of the OWNER.
1.2 SUBMITTALS
A. Required submittals:
1. Pre -construction photographs: Submit before construction activities
commence.
2. Construction progress photographs and other construction photographs:
Submit with each pay request.
3. Post -construction photographs: Submit with the final application for payment.
Be Make color photographs with a digital camera (minimum 4.0 mega pixel quality).
Provide the ENGINEER with photographs in two formats:
1. hard copy (3 -inch by 5 -inch);
2e digital photographs on CD's.
1.3 QUALITY ASSURANCE
A. Take post -construction photographs at the same time of day and same direction as
those taken for pre -construction records.
Be Index and catalog photographs in such a manner that each scene is readily
identifiable. (e.g. For each photograph, provide appropriate written documentation
describing the location, orientation of view, date, time of day, and other pertinent
comments.)
2.1 CONSTRUCTION DOCUMENTATION
A. Pre -Construction Photographs:
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1. Within fourteen days before construction commences, take photographs of
all areas where construction is to take place. The purpose of the pre -
construction photographs is to determine any damage to private or public
property during construction. These photographs will serve as a record of
existing conditions for disputes arising from the restoration, and shall
therefore clearly depict details of existing conditions.
2. Photograph coverage shall include all surface features located within the
zone of influence of construction. Such coverage shall include, but not be
limited to, existing driveways, roadways, bridges, sidewalks, curbs,
pavements, ditches, mailboxes, landscaping, trees, culverts, fences, signs,
and headwalls within the area covered or vicinity of the construction site as
directed by the ENGINEER or ENGINEER's CONSULTANT.
3. No construction shall begin prior to the ENGINEER's review of the
photographs covering the construction area.
B. Construction Progress Photographs and Other Construction Photographs:
1. Take photographs as necessary during construction to clearly document
construction phases, installation of major equipment, and construction
progress.
2. Photograph unusual conditions encountered during construction.
3. Submit construction photographs with each pay request for the period
covered by that pay request.
C. Post -Construction Photographs: Upon completion of construction work and before
final payment, take photographs of all completed construction and of all areas
disturbed or restored by construction activities.
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SECTION 01520
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
1.1 SCOPE
A. Provide all construction equipment and facilities and temporary controls required to
satisfactorily complete the Work represented on the Drawings and described in the
Specifications.
1.2 RESPONSIBILITY
A. All construction facilities and temporary controls remain the property of the
Contractor establishing them and shall be maintained in a safe and useful condition
until removed from the construction site.
Be All false work, scaffolding, ladders, hoistways, braces, pumping plants, shields,
trestles, roadways, sheeting, centering forms, barricades, drains, flumes, and the
like, any of which may be needed in construction of any part of the Work and which
are not herein described or specified in detail, must be furnished, maintained and
removed by the CONTRACTOR, who is responsible for the safety and efficiency of
such work and for any damage that may result from their failure or from their
improper construction, maintenance or operation.
C. In accepting the Contract, the CONTRACTOR assumes full responsibility for the
sufficiency and safety of all hoists, cranes, temporary structures orwork and for any
damage which may result from their failure or their improper construction,
maintenance, or operation and will indemnify and save harmless the OWNER,
ENGINEER's CONSULTANT, and ENGINEER from all claims, suits oractions, and
damages or costs of every description arising by reason of failure to comply with the
above provision.
1.3 TEMPORARY UTILITIES AND SERVICES
1. Provide a temporary water service as required for all construction purposes
and pay for all water used.
2. Furnish potable drinking water in suitable dispensers and with cups for use of
all employees at the job.
3. Provide all temporary piping, hoses, etc., required to transport water to the
point of usage by all trades.
4. When temporary water service is no longer required, remove all temporary
water lines.
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B. TEMPORARY SANITARY FACILITIES
1. Provide temporary toilet facilities separate from the job office. Maintain these
during the entire period of construction under this Contract for the use of all
construction personnel on the job. Provide enough chemical toilets to
conveniently serve the needs of all personnel. Properly seclude toilet
facilities from public observation.
2. Toilets and their maintenance shall meet the requirements of State and local
health regulations and ordinances. Immediately correct any facilities or
maintenance methods failing to meet these requirements. Upon completion
of work, remove the facilities from the premises.
C. TEMPORARY ELECTRICITY
1. Provide temporary electric service as required for all construction purposes
and pay for all electricity used.
1.4 CONSTRUCTION AIDS
A. MATERIAL HOISTS AND CRANES
1. Provide material hoists required for normal use by all trades and employ
skilled hoist operators. Provide all necessary guards, signals, safety devices,
etc., required for safe hoist operation. The construction and operation of
material hoists shall be in accordance with the applicable ANSI Standards,
the "Manual Code of Accident Prevention in Construction" of the Associated
General Contractors of America, OSHA, and of other Federal, State, and
municipal codes or ordinances. Prohibit the use of hoist for transporting
personnel. Hoists shall be located to avoid risk of damage to completed
work.
2. Special rigging and hoisting facilities shall be provided by each trade
requiring their use.
B. TEMPORARY RUNWAYS9 SCAFFOLDING, AND LADDERS
1. Provide temporary ladders, ramps, and runways as required for performance
and inspection of the work. Construct and maintained these facilities in
accordance with the applicable Federal, State, and Municipal regulations and
codes.
2. Erects permanent stairs, if any, as soon as possible, and provide suitable
temporary treads, risers, railings, etc., as required for safety.
3. Furnish, erect, and maintain all scaffolding required for this Work. Construct
and maintain scaffolding in accordance with applicable State and Federal
laws and local ordinances. Promptly remove scaffolding after it has served
its purpose.
4. The structural strength, installation, and safety of scaffolding, runways,
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covers, railings, ladders, stairs, etc., and compliance with law shall be the
CONTRACTOR's sole responsibility.
C. TEMPORARY CHUTES — Do not drop materials from structures except through
enclosed wooden or metal chutes, which shall be provided and maintained as
required for the performance of the work by the various trades.
1.5 SECURITY
A. Provide inspection of work area daily and take whatever measures are necessary to
protect the safety of the public, workmen, and materials, and provide for the security
of the site, both day and night.
1.6 TEMPORARY CONTROLS
A. Take all necessary precautions to control dust and mud associated with the Work.
In dry weather, spray dusty areas daily with water in order to control dust. Take
necessary steps to prevent the tracking of mud and other waste onto adjacent
streets and highways.
1.7 FIELD OFFICES AND STORAGE SHEDS
A. Provide field office and storage sheds as required for the performance of the work
and protection and securing of materials and equipment.
1.8 REMOVAL OF TEMPORARY CONSTRUCTION FACILITIES
A. Remove the various temporary facilities, services, and controls, and legally dispose
of them as soon as the work is complete. The areas of the site used for temporary
facilities shall be properly reconditioned and restored to a condition acceptable to
the ENGINEER and OWNER.
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SECTION 01541
PROTECTION OF THE WORK AND PROPERTY
1.1 GENERAL
A. Take all precautions, provide all programs, and take all actions necessary to
maintain, protect, and repair the Work and all public and private property and
facilities from damage until the OWNER formally accepts the Work.
B. 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 or the 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. All
protective drainage activities shall comply with the requirements specified
elsewhere herein.
C. Except after written consent from proper parties, do not enter or occupy
privately -owned land with men, tools, materials or equipment, except on easements
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 execution
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
was done.
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1.2 BARRICADES AND WARNING SIGNALS
A. Where Work is performed on or adjacent to any roadway, right-of-way, or public
place, provide barricades, fences, lights, warning signs, danger signals, and
watchmen, and take other precautionary measures for the protection of persons or
property and of the Work. Paint barricades so they are visible at night. From
sunset to sunrise, furnish and maintain at least one light at each barricade. Erect
sufficient barricades to keep vehicles from being driven on or into Work under
construction. Barricades and traffic control devices shall conform to the Manual of
Uniform Traffic Control Devices (MUTCD). Furnish watchmen in sufficient numbers
to protect the Work. CONTRACTOR's responsibility for the maintenance of
barricades, signs, lights, and for providing watchmen shall continue until the Project
is accepted by OWNER.
1.3 PROTECTION OF TREES, PLANTS, ETC.
A. Do not disturb specimen trees, historic trees or other trees, shrubs and plants that
are to remain, proposed or existing conservation easements, natural buffers, water
bodies, or similar areas. Delineate these areas and trees and protect them with
orange barricades or rigid fencing to prevent any unauthorized clearing or damage.
Locate barricades and other protective fencing at the drip line of existing native
trees or at the edge of the native understory habitat, whichever is nearest to the
construction activity, or as directed by the OWNER. No mulching, grubbing, or any
other operation of any mechanical equipment except hand tools is allowed inside
the protected areas. Do not begin any clearing or grubbing operations until the
protective barricades and fencing have been approved by the OWNER. Maintain all
barricades and fencing until completion of construction. All work shall comply with
Indian River County Ordinance Chapter 927, "Tree Protection and Clearing." (A
copy of Chapter 927 may be obtained from Public Works Department Stormwater
Division 4375 43rd Avenue, Unit 102, Vero Beach, Florida 32967, (772) 226-1379).
B. Fires are not permitted under or adjacent to trees and plants.
C. Within the limits of the Work, water trees and plants that are to remain, in order to
maintain their health during construction operations. Supply and pay for all water
used.
D. Coverall exposed roots with burlap and keep it continuously wet. Coverall
exposed roots with earth as soon as possible. Protect root systems from
mechanical damage and damage by erosion, flooding, run-off, or noxious materials
in solution.
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E. Remove all damaged trees and plants that die or suffer permanent injury and
replace them at no cost to the OWNER with a specimen of equal or better quality
and size.
F. Where fill material is intended to be installed adjacent to existing vegetation that is
intended to remain natural, water bodies, etc., correctly install and maintain silt
fencing in addition to the protective barriers until the area is stabilized.
G. Coordinate Work in this Section with requirements of other sections herein.
1.4 PROTECTION OF EXISTING STRUCTURES
A. Underground Structures:
1. Underground structures are defined to include but not be limited to, all sewer,
water, gas, and other piping; manholes; chambers; electrical conduits; tunnels;
and other existing subsurface work located within or adjacent to the limits of
the Work.
2. All underground structures known to ENGINEER, and the ENGINEER's
CONSULTANT except service connections for water, sewer, electric, gas, and
telephone are shown. This information is shown for the assistance of
CONTRACTOR in accordance with the best information available, but is not
guaranteed to be correct or complete. The existing utilities shown on the
Drawings are located according to the information available to the ENGINEER
and the ENGINEER's CONSULTANT atthe time the Drawings were prepared
and have not been independently verified by the ENGINEER or the
ENGINEER's CONSULTANT. Guarantee is not made that all existing
underground utilities are shown or that the locations of those shown are
accurate. The locations shown are for bidding purposes only. Finding the
actual location of any existing utilities is the CONTRACTOR's responsibility
and shall be done before it commences any work in the vicinity. Furthermore,
the CONTRACTOR shall be fully responsible for any and all damages that
might be occasioned by the CONTRACTOR's failure to exactly locate and
preserve any and all underground utilities. The OWNER, ENGINEER, and
ENGINEER's CONSULTANT will assume no liability for any damages
sustained or costs incurred because of the CONTRACTOR's operations near
existing utilities or structures, nor for temporary bracing and shoring of same.
If it is necessary to shore, brace, or swing a utility, contact the utility company
or department affected and obtain their permission regarding the method to
use for such work.
3. Contact the various utility companies which may have buried or aerial utilities
within or near the construction area before commencing work. Provide 48
hours minimum notice to all utility companies prior to beginning construction.
A list of the utility companies which the CONTRACTOR MUST call before
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commencing work is provided below. This list serves as a guide only and is
not intended to limit the utility companies, which the CONTRACTOR may wish
to notify.
a. Indian River County Division of Utility Services
1801 27th Street (Building A)
Vero Beach, Florida 32960
(772) 567-8000
b. Southern Bell
3300 Okeechobee Road, Room 246
Ft, Pierce, Florida 33450
Engineering Office: (772) 465-9736
Cable Locator Number: 1-800=432-4770
c. Florida Power and Light Co.
1050 SE Brandon Circle
Port St. Lucie, Florida 34952
1-800=995-5762
FAX (772) 337-7099
f. Buried Telephone Cable Locator Number — Sunshine One Call
811; http://www.calisunshine.com/ssocof/index.htm
4. Schedule and execute all work involving existing utilities in order to minimize
necessary interruption of services. Whenever such interruption is necessary
for completion of the work, notify the ENGINEER and the appropriate utility at
least 48 hours in advance. Perform all work to repair/restore utility service to
the satisfaction of the appropriate utility. Include all costs related to service
maintenance, interruption, and restoration in the appropriate line item in the
Contract.
5. Explore ahead of trenching and excavation work and uncover all obstructing
underground structures sufficiently to determine their location, to prevent
damage to them and to prevent interruption of the services that such structures
provide. If CONTRACTOR damages an underground structure, restore it to
original condition at CONTRACTOR's expense.
6. Necessary changes in the location of the Work may be made by ENGINEER or
ENGINEER's CONSULTANT, to avoid unanticipated underground structures.
7. If permanent relocation of an underground structure or other subsurface facility
is required and is not otherwise provided for in the Contract Documents,
ENGINEER or ENGINEER's CONSULTANT will direct CONTRACTOR in
writing to perform the Work, which shall be paid for under the provisions of
Article 11 of the General Conditions.
Be Surface Structures:
1. Surface structures are defined as structures or facilities above the ground
surface. Included with such structures are their foundations and any extension
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below the surface. Surface structures include but are not limited to, buildings,
tanks, walls, bridges, roads (paved or unpaved), dams, channels, open
drainage, piping, poles, wires, posts, signs, markers, curbs, walks and all other
facilities that are visible above the ground surface.
C. Protection of Underground and Surface Structures:
1. Sustain in-place and protect from direct or indirect injury, all underground and
surface structures located within or adjacent to the limits of the Work. Such
sustaining and supporting shall be done carefully, and as required by the party
owning or controlling such structure.
2. Assume all risks attending the presence or proximity of all underground and
surface structures within or adjacent to the limits of the Work. CONTRACTOR
shall be responsible for all damage and expense for direct or indirect injury
caused by its work to any structure. CONTRACTOR shall repair immediately
all damage caused by its work, to the satisfaction of the owner of the damaged
structure.
D. All other existing surface facilities, including but not limited to, guardrails, posts,
guard cables, signs, poles, markers, and curbs which are temporarily removed to
facilitate installation of the Work shall be replaced and restored to their original
condition at CONTRACTOR'S expense.
1.5 PROTECTION OF INSTALLED PRODUCTS AND LANDSCAPING
A. Provide protection of installed products to prevent damage from subsequent
operations. Remove protection facilities when no longer needed.
B. Control traffic to prevent damage to equipment, materials, and surfaces.
C. Provide coverings to protect equipment and materials from damage.
D. Cover projections, wall corners, jambs, sills, and soffits of openings, etc. in areas
used for traffic and for passage of products in subsequent work.
1.6 PROTECTION OF THE WORK FROM STORMWATER RUNOFF
A. Protect the Work from damage caused by stormwater runoff from rainfall. Comply
with the requirements of Section 02225. During the course of construction, it is
possible that heavy rains may occur. Clean all dirt and debris from pipes, drainage
structures, and other structures and repair all flooding, washouts, and other erosion
damage to the Work caused by stormwater runoff, regardless of the state of
completion of the Work, and until the Work is accepted by the OWNER, at no cost
to the OWNER.
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1.7 PROTECTION OF PRIVATE PROPERTY
A. Assume full responsibility for the preservation of all private property 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 execution 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 was done. This
restoration includes but is not limited to, sprinkler systems, lawns and landscaping,
lighting, driveways, etc, installed by private individuals or entities within public right-
of-way.
1.8 PAYMENT
A. There shall be no separate payment for the work under this Section.
Last Revised 12/2007
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SECTION 01542
OPERATIONS IN ROADWAY RIGHTS-OF-WAY
1.1 GENERAL
A. Obtain all necessary permits not obtained by ENGINEER or ENGINEER's
CONSULTANT, and arrange all inspection required by the County, and
pay all charges. Conform with all applicable County rules and regulations.
B. Maintain traffic flow in accordance with Section 01543, "Maintenance and
Protection of Traffic."
11 C. Take all means necessary to prevent accidents. Furnish sufficient
flagmen, barricades, lights, signs, and all other precautions necessary to
provide safe conditions.
D. Pavement: Replace damaged or destroyed street pavement and base
in complete accordance with the requirements of the controlling authority
and the Contract Documents.
+ + END OF SECTION + +
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SECTION 01543
AND PROTECTION OF TRAFFIC
N►AINTENANCE A
,.! NERAL lamentation of a
Traffic Control
onsible for imp artment Of
ONTRACTOR shall be resp Part N and Florida Deo 600 series.
the C U.T.C.D.,
and Traffic Design Standards Index
System in accordancWa With M
nd
y ortation Roadway Y _Construction Conference for review a
Transp Ian at the P GINEER,s CONSULTAN
Submit a Traffic Control
or EN
acceptance by the EN liance with these
ensation shall be made for comp
� No additional com p e of traffic and pedestrians
requirements passage the ENGINEER,
en for the P roved by
eriod unless otherwise app
Keep all streets and raffpicwaYs ° it having Jurisdiction over same
the construction T, or authority
during s CONS
ULTA
close a street or trafficways
ENGINEER orarily roved temporary
Obstruct or temp hours
hen required to cross, ble bridgeS, detours or other ive at leas 7 be
D. W aintain odation of traffic. or as y during
provide and m
facilities expedient for the a e to close
Closings shall occur only Closings
{ the time to close a street trafficw n ineer.
notice in advance o the County Traffic E g
se Provided in the Traffic Control land passage shall be
otherwi P eriods or as directed by practical, temporary Paving or
non -peak traffic p having Jurisdiction
completion of backfil ublic authority
remain in effect for the sho►�est time
shall edlately afte the P
restored imm aired permits from
Obtain all req than 1 hour,
bridging• closed for more and fire
over the road. agency
ro riate law enforcementl
e
or more travel lanes of a read wil ►t in the closure.
E Whenever one work that will rasa
'at least 72 hours n ntmencing any Pr
who may
giverior to co of rivate p
department, P
hours notice to owners or tenants 'ce
F • Give at least 72 erations• other equipment, service,
be affected by P lights and all warn of hazards.
flares, lig II traffic, an having jurisdiction•
signals, barricades, Pro
a thorny
G. Provide signs aired to regulate and P F required; restore
and personnel req conform to requirements of the o long install any and all
a when no
All such work shall co ment and facilities whFurnish an
equip
Remove temporary 9inal, or to specified conditions
grounds ibasso Beach Pk Restoration
01543_ ants as of 1.9.2owTechnical
gyp, Construction Bid Documents\B�d Doi
Last Revised 1212007 Beach Park
F:\Publicworks\Cliff Suthard\M ntenance & Protection of Traffic.doc
Spec.f1cations0V 1\01543
L
maintenance of traffic hardware necessary to implement a safe and efficient
Maintenance of Traffic Plan,
1.2 APPLICABLE STANDARDS
Bard Specifications for Road and Bridge Construction, rtnt of ITranspoatest 'rtation
tiong
A. Stan p the Florida Dep
including supplements issued by
(FDOT), specified hereinafter as FDOT Spec.
reet
B.
Manual of Traffic Control and Safe Practices ations,tFDOT d Highway
Construction, Maintenance and Utility p all be construed to mean
C. All references to "Department" in the FDOT standards shall
"OWNER" for this Work.
1.3 FLAGMEN operations
A. Provide qualified and suitably equipped flagmen when construction op
on traffic lanes, as required for regulation oftrafficand in accordance
encroach urlsdic
with the requirements of the authority having
FLARES AND LIGHTS
A. Provide flares or lights during periods of low visibility:
rl delineate traffic lanes, to guide traffic, and to warn of hazardous
1. To cies y
areas.
2. For use by flagmen in directing traffic.
B. Provide illumination of critical traffic and parking areas.
1.5 PARKING CONTROL k within the limits of the
A. Control all CONTRACTOR related vehicular par mg access by
WORK to preclude interference with public traffic or parking, erations. Provide
vehicles, OWNER's operations, or construction op
emergency public as may be required because of
temporary parking facilities for the
construction or operations.
B. Monitor parking of all construction and private vehicl asking areas.
1. Maintain free vehicular access to and through p
it parking on or adjacent to access roads, or in non -designated areas.
2. prohibit
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SECTION 01550
ACCESS ROADS AND PARKING AREAS
1.1 GENERAL
A. Provide all temporary construction roads, walks, and parking areas required during
construction and for use of emergency vehicles. Design and maintain temporary
roads and parking areas so they are fully usable in all weather conditions.
B. Prevent interference with traffic and the OWNER's operations in the park.
Indemnify and save harmless the OWNER from any expenses caused by
CONTRACTOR's operations over these areas.
C. Access areas damaged by CONTRACTOR shall be restored to their original
condition by the CONTRACTOR subject to approval of the OWNER, ENGINEER or
ENGINEER's CONSULTANT.
D. Remove temporary roads, walks and parking areas prior to final acceptance and
return the ground to its original condition, unless otherwise required by the Contract
Documents.
E. All work covered under this Section shall be at the CONTRACTOR's expense and
shall be included in the applicable pay item in its bid. No separate payment will be
made for this work.
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SECTION 01610
TRANSPORTATION AND HANDLING OF MATERIALS AND EQUIPMENT
1.1 GENERAL
A. Make all arrangements for transportation, delivery and handling of equipment and
materials required for prosecution and completion of the Work.
B. Shipments of materials to CONTRACTOR or Subcontractors shall be delivered to
the site only during regular working hours. Shipments shall be addressed and
consigned to the proper party, giving name of Project, street number and city. Do
not deliver shipments to OWNER.
C. If necessary to move stored materials and equipment during construction, move
or cause to be moved materials and equipment without any additional compensa-
tion.
1.2 DELIVERY
A. Arrange deliveries of products in accord with construction schedules and in ample
time to facilitate inspection prior to installation.
B. Coordinate deliveries to avoid conflict with Work and conditions at site and to
accommodate the following:
1. Work of other contractors, or OWNER.
2. Limitations of storage space.
3. Availability of equipment and personnel for handling products.
4. OWNER'S use of premises.
C. Do not have products delivered to project site until related Shop Drawings have
been approved by the ENGINEER or the ENGINEER's CONSULTANT.
D. Do not have products delivered to site until required secure, storage facilities have
been provided.
E. Have products delivered to site in manufacturer's original, unopened, labeled
containers. Keep ENGINEER informed of delivery of all equipment to be
incorporated in the Work.
F. Clearly mark partial deliveries of component parts of equipment to identify the
equipment, to permit easy accumulation of parts, and to facilitate assembly.
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G. Immediately on delivery, inspect shipment to assure:
1. Product complies with requirements of Contract Documents and reviewed
submittals.
2. Quantities are correct.
3. Containers and packages are intact; labels are legible.
4. Products are properly protected and undamaged.
5. OWNER is advised OWNER provided items are delivered.
1.3 PRODUCT HANDLING
A. Provide equipment and personnel necessary to handle products, by methods to
prevent soiling or damage to products or packaging.
B. Provide additional protection during handling as necessary to prevent scraping,
marring or otherwise damaging products or surrounding surfaces.
C. Handle products by methods to prevent bending or overstressing.
D. Lift heavy components only at designated lifting points.
E. Always handle materials and equipment in a safe manner and as recommended
by manufacturer or supplier so that no damage will occur to them. Do not drop,
roll, or skid products off delivery vehicles. Hand carry or use suitable materials
handling equipment.
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SECTION 01611
STORAGE OF MATERIAL AND EQUIPMENT
1.1 GENERAL
A. Store and protect materials and equipment in accordance with manufacturer's
recommendations and requirements of Specifications.
Be Make all arrangements and provisions necessary for the storage of materials and
equipment. Place all excavated materials, construction equipment, and materials
and equipment to be incorporated into the Work, so as not to injure any part of the
Work or existing facilities, and so that free access can be had at all times to all parts
of the Work and to all public utility installations in the vicinity of the Work. Keep
materials and equipment neatly and compactly stored in locations that will cause a
minimum of inconvenience to other contractors, public travel, adjoining owners,
tenants and occupants. Arrange storage in a manner to provide easy access for
inspection.
Co The CONTRACTOR is responsible for securing any required offsite areas for
storage of material and equipment.
D. Store materials and equipment which are to become the property of the OWNER to
facilitate their inspection, and to insure preservation of the quality and fitness of the
Work, including proper protection against damage by freezing and moisture. Place
them in inside storage areas unless otherwise acceptable to OWNER.
E. Do not use lawns, grass plots or other private property for storage purposes without
written permission of the property owner or other person in legal possession or
control of such premises.
F. CONTRACTOR is fully responsible for loss or damage to stored materials and
equipment. This includes materials and equipment provided by the OWNER.
G. Do not open manufacturers containers until time of installation unless
recommended by the manufacturer or otherwise specified.
H. Do not store products in the structures being constructed.
1.2 UNCOVERED STORAGE
A. The following types of materials may be stored out-of-doors without cover unless
otherwise specified by the manufacturer:
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1. Masonry units.
2. Reinforcing steel.
3. Structural steel.
4. Piping.
5. Precast concrete items.
6. Castings.
B. Except where approved by the ENGINEER or the ENGINEER's CONSULTANT,
store the above materials on wood blocking so there is no contact with the ground.
1.3 COVERED STORAGE
A. The following types of materials may be stored out-of-doors if covered with
material impervious to water:
1. Lumber for internal use.
2. Non -Electrical Restroom Fixtures
3. Unopened painting materials
B. Tie down covers with rope and slope to prevent accumulation of water on covers.
C. Store materials on wood blocking.
1.4 FULLY PROTECTED STORAGE
A. Store all products not named above in buildings or trailers that have a suitable
floor, a roof, and fully closed walls on all sides.
B. Protect mechanical and electrical equipment from being contaminated by dust,
dirt, and moisture.
C. Maintain humidity at levels recommended by manufacturers for electrical and
electronic equipment.
1.5 MAINTENANCE OF STORAGE
A. Inspect stored products on a scheduled basis to assure that:
1. State of storage facilities is adequate to provide required conditions.
2. Required environmental conditions are maintained on continuing basis.
3. Products exposed to elements are not adversely affected.
B. Equipment which requires long term storage (e.g, mechanical and electrical
equipment) shall have complete manufacturer's instructions for servicing .
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J
J
SECTION 01710
SITE CLEANUP AND RESTORATION
1.1 SCOPE
A. Furnish all labor, equipment, appliances, and materials required or necessary to
clean up and restore the site after the construction is completed.
1.2 REQUIREMENTS
A. During the progress of the project, keep the work and the adjacent areas
affected thereby in a neat and orderly condition. Remove all rubbish, surplus
materials, and unused construction equipment. Repair all damage so that the
public and property owners will be inconvenienced as little as possible.
B. Provide onsite containers for the collection of waste materials, debris, and
rubbish and empty such containers in a legal manner when they become full.
C. Where material or debris has been deposited in watercourses, ditches, gutters,
drains, or catch -basins as a result of the CONTRACTOR's operations, such
material or debris shall be entirely removed and satisfactorily disposed of during
the progress of the work, and the ditches, channels, drains, etc., shall be kept
clean and open at all times.
D. Before the completion of the project, unless otherwise especially directed or
permitted in writing:
1. Tear down and remove all temporary buildings and structures;
2. Remove all temporary works, tools, and machinery, or other construction
equipment furnished;
3. Remove all rubbish from any grounds occupied; and
4. Leave the roads, walks, and all parts of the premises, and all property
affected by construction operations, in a neat and satisfactory condition.
E. Restore or replace any public or private property damaged by construction work,
equipment, or employees, to a condition at least equal to that existing
immediately prior to the beginning of the operations. Restore all private property
and all highway, roadside, and landscaping work within any right-of-way,
easement, platted or prescriptive areas. Acceptable materials, equipment, and
methods shall be used for such restoration.
F. Thoroughly clean all materials and equipment and on completion of the Work,
deliver the facilities undamaged and in fresh and new -appearing condition.
G. It is the intent of the Specifications to place the responsibility on the
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CONTRACTOR to restore to their original condition all items disturbed,
destroyed, or damaged during construction.
H. When finished surfaces require cleaning with cleaning materials, use only those
cleaning materials which will not create hazards to health or property and which
will not damage the surfaces. Use cleaning materials only on those surfaces
recommended by the manufacturer. Follow the manufacturer's directions and
recommendations at all times.
I. Keep the amount of dust produced during construction activities to a minimum.
At CONTRACTOR's expense, spray water or other dust control agents over the
areas which are producing the dust. Schedule construction operations so that
dust and other contaminants will not fall on wet or newly coated surfaces.
1.3 CLEANUP AND RESTORATION
A. Prior to final completion, the OWNER, ENGINEER, ENGINEER's
CONSULTANT, and CONTRACTOR shall review the work area with
regards to cleanup and restoration. Clean and/or restore all items
determined to be unsatisfactory by the OWNER, ENGINEER, or
ENGINEER's CONSULTANT at no additional expense.
Be Petroleum or Hazardous Material Spills: If any petroleum product or
hazardous material is spilled on the ground or water surface, immediately
begin cleanup operations and immediately report the spill to the
ENGINEER, ENGINEER's CONSULTANT and the Indian River County
Health Department (794-7440). Remove all contaminated soil and
remove all spilled material from canals and other waterways and dispose
of it in an approved manner. All cleanup and restoration shall be at the
CONTRACTOR's expense.
1.4 PAYMENT
A. There shall be no separate payment for any work required by this Section.
All necessary work required or implied herein shall be at the
CONTRACTOR's expense.
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SECTION 01720
RECORD DOCUMENTS
1.1 GENERAL
A. Maintain and provide the ENGINEER with record documents as specified below,
except where otherwise specified or modified in the Supplementary Conditions or
elsewhere herein.
B. Maintenance of Documents:
1. Maintain complete sets of record documents in the field office in clean, dry,
legible condition. "Record Documents" include but are not limited to: Drawings
(including Contract Drawings, Record Drawings, and electronic files of Record
Drawings), Specifications, Addenda, approved Shop Drawings, Design
Drawings, samples, photographs, Change Orders, other modifications of
Contract Documents, test records, survey data, Field Orders, and all other
documents pertinent to CONTRACTOR'S Work.
2. Provide files and racks for proper storage and easy access.
3. Make documents available at all times for inspection by ENGINEER,
ENGINEER's CONSULTANT, and OWNER.
4. Do not use record documents for any other purpose and do not remove them
from the field office.
D. Recording:
1. Label each document "PROJECT RECORD" in 2 -inch high printed letters.
2. Keep record documents current.
3. Do not permanently conceal any Work until required information has been
recorded.
1.2 RECORD DRAWINGS
A. During the entire construction operation, maintain records of all deviations from the
Drawings and Specifications and prepare therefrom, "Record Drawings" showing
correctly and accurately, all changes and deviations from the Work made during
construction, to reflect the Work as it was actually constructed.
B. Mark whichever drawing is most capable of showing the constructed condition fully
and accurately; however, where shop drawings are used for mark-up, record a
cross-reference at the corresponding location on the contract drawings. Mark-up
new information that is recognized to be of importance to the OWNER, but was not
shown on either the contract drawings or shop drawings. Give particular attention
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to concealed work that would be difficult to measure and record at a later date.
Note related change order numbers where applicable.
C. Organize record drawing sheets into manageable sets. Bind and add date and
other identification on the cover of each set. Include the following minimum
information, as applicable:
1. Depths of various elements of foundation in relation to datum.
2. Horizontal and vertical location of underground utilities and appurtenances
referenced to permanent surface improvements or benchmarks and
coordinates.
3. Location of internal utilities and appurtenances concealed in construction
referenced to visible and accessible features of structure.
4. Field changes of dimensions and details.
5. Changes made by Change Order or Field Order,
6. Constructed elevations and inverts.
7. Details not on the original Drawings.
8. Information to be shown for the parking area shall be provided at a maximum
of every 100 feet and at changes in surface slopes.
9. Information to be shown for underground pipe shall include, but not be limited
to the location of valves and fittings dimensioned to a baseline survey,
benchmarks and coordinates, or permanent site structure. Elevations at top of
pipe shall be provided every 100 feet and at locations where design elevations
were shown on the plans. For situations where the pipeline is being adjusted
to avoid conflicts with other utilities (less than 50' in total length), then
elevations shall be provided at the beginning of the deflection (i.e. the first
bend), middle of the deflection (i.el the point where the conflict would have
occurred with the utility), and the end of the deflection (i.e, the last bend).
10. Show elevation and location of all benchmarks used.
1.3 CERTIFICATION OF PROJECT RECORD DRAWINGS
A. If requested OWNER will supply CONTRACTOR with Project Drawings in
AutoCAD format on compact disc For the input Record Drawing information onto
the AutoCAD files and return of the files to the OWNER in accordance with
Section 01810 — Project Closeout,
B. CONTRACTOR and CONTRACTOR's surveyor will each certify as to the accuracy
of the Record Drawings and submit to the OWNER in accordance with Section
01810 — Project Closeout. The following certifications shall appear on each sheet
of the Record Drawings:
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CONTRACTOR'S CERTIFICATION AS TO ACCURACY OF RECORD DRAWINGS:
I HEREBY CERTIFY that to the best of my knowledge and belief, these Project Record Drawings
are complete and accurate and correctly represent the constructed Work for this project.
Contractor: Date:
Contractor's License Number:
SURVEYOR'S CERTIFICATION AS TO ACCURACY OF RECORD DRAWINGS:
I HEREBY CERTIFY that to the best of my knowledge and belief, the land surveying
information shown on these Project Record Drawings is complete and correctly represents
the constructed Work for this project. I FURTHER CERTIFY that the land surveying work
was performed by me personally or performed by individuals under my direct control and
supervision. I ALSO CERTIFY that all the survey work for these Project Record Drawings
meets all pertinent state laws and regulations regarding Land Surveyors and Mappers.
Professional Surveyor and Mapper:
Printed Name:
Date:
License Number:
1.4 SUBMITTAL OF RECORD DOCUMENTS
(SEAL)
A. Deliver the following Record Documents to OWNER in accordance with Section
01810 — Project Closeout:
a. Two bound sets, signed and sealed.
b. One digital copy compatible with AutoCAD LT format.
Retainage will not be released until satisfactory record documents are received by
ENGINEER.
B. Accompany submittal with transmittal letter containing:
1. Date.
2. Project title and number.
3. CONTRACTOR'S name and address.
4. Title and number of each record document.
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5. Certification that each document as submitted is complete and accurate.
6. Signature of CONTRACTOR or his authorized representative.
1.5 RESPONSIBILITY FOR ACCURACY OF RECORD DOCUMENTS
A. The CONTRACTOR will be held responsible for the accuracy of Record Document
data and shall bear all costs incurred by the OWNER as a result of incorrect data
furnished by the CONTRACTOR that is contained in the Record Documents.
1.6 PAYMENT
A.Payment for Record Documents shall be made under the pay item for Record
Documents.
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SECTION 01810
PROJECT CLOSEOUT
1.1 DESCRIPTION OF REQUIREMENTS
A. This Section of the Contract Documents is provided for the purpose of guiding
the CONTRACTOR's project closeout requirements and it is not intended to be
all-inclusive. Closeout is defined to include the general requirements near the
end of the Contract Time, in preparation for final acceptance, final payment,
and normal termination of the Contract, occupancy by the OWNER or the
OWNER's operation and maintenance contractor, and similar actions
evidencing completion of the Work.
B. Closeout work will be required prior to the final 30 Calendar day completion
period ready for final payment.
1.2 PREREQUISITES FOR FINAL ACCEPTANCE
A. Related Requirements:
1. General Conditions: Article 13, Article 14, and other Articles as applicable.
2. Supplementary Conditions.
3. Section 01720, Record Drawings.
4, Section 01830, Bonds and Equipment Warranties,
5, Sections 01710, Site Cleanup and Restoration.
6. All other Sections of these Specifications requiring specific closeout
submittals or requirements of various trades.
B. The following information shall accompany the final Application for Payment
(except as previously delivered):
1. All information required by General Conditions 14.07 and Supplementary
Conditions to the General Conditions 14.07.
2. Final payment request.
3. Final releases and supports from all subcontractors and suppliers not
previously submitted and accepted.
4. Certificates of insurance for products and completed operations.
5. Updated final statement, accounting for additional changes to the Contract
Sum.
6. Certified copy of OWNER's final punch -list of itemized work to be
completed or corrected, stating that each item has been completed or
otherwise resolved for acceptance, endorsed and dated by the OWNER's
Project Representative.
7, Section 00632 — Contractor's Final Certification of the Work.
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8. Section 00634 - Professional Surveyor and Mapper's Certification as to
Elevations and Locations of the Work.
9. Operating and Maintenance Manuals and Instructions.
10. Instructions to Owner's personnel.
11. Warranties.
12. Keys and Keying Schedule.
13. ,Spare Parts, Parts Lists, and Maintenance Materials.
14. All test certificates and/or affidavits requested by the ENGINEER or
ENGINEER's CONSULTANT.
15. Certificates of Occupancy as may be required by the Indian River County
Building Department,
1.3 FINAL CLEANING
A. General: As specified herein and in Section 01710, provide final cleaning of the
Work. Clean each surface or unit of work to the normal "clean" condition
expected for a first-class cleaning and maintenance program. Comply with
manufacturers' instructions for cleaning operations. The following are
examples, but not by way of limitation, of the cleaning levels required.
1. Remove labels which are not required as permanent labels.
2. Wipe surfaces of mechanical and electrical equipment clean; remove
excess lubrication and other substances.
3. Clean concrete floors in non -occupied spaces broom -clean.
4 Clean project site (yard and grounds), including landscaping and
development areas, of litter and foreign substances. Sweep paved areas
to a broom -clean condition; remove stains, petrochemical spills and other
foreign deposits. Rake grounds, which are neither planted nor paved, to a
smooth even -textured surface.
1.4 REMOVAL OF PROTECTION
A. Except as otherwise indicated or requested by the OWNER, remove temporary
protection devices and facilities which were installed during the course of the
work to protect previously completed work during the remainder of the
construction period.
1.5 COMPLIANCY
A. Comply with safety standards and governing regulations for cleaning
operations. Do not burn waste materials at the site, or bury debris or excess
materials on the OWNER's property, or discharge volatile or other harmful or
dangerous materials into drainage systems. Remove waste materials from the
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site and dispose of in a lawful manner.
B. Where extra materials of value remaining after completion of the
associated work have become the OWNER's property, dispose or store at
the site as directed by the OWNER.
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SECTION 01820
WARRANTY INSPECTION
1.1 GENERAL
A. Approximately one year after Final Completion, the OWNER will make
arrangements with the ENGINEER and the CONTRACTOR for a post -final
inspection and will send a written notice to said parties to inform them of the date
and time of the warranty inspection.
B. Corrections of defective work noted by OWNER, ENGINEER's CONSULTANT, and
ENGINEER shall comply with the applicable sections of Article 13, General
Conditions.
C. After the inspection, the OWNER will inform the CONTRACTOR of any corrections
required to release the performance and payment bonds.
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SECTION 02000
MOBILIZATION & DEMOBILIZATION
PART 1 - GENERAL
1.1 SCOPE
A. The work specified in this Section consists of furnishing all material, transportation,
tools, labor, and equipment with the one (1) time mobilization and demobilization of
all the Contractor's men and equipment and all costs connected to obtainment of a
performance bond for construction will be paid for at the lump sum price indicated
on the Contractor's proposal. All other costs associated with performance of the
work and not addressed in other bid items - shall be included in the Contractor's
proposal for under the bid item for mobilization and demobilization, such items may
reasonably be assume to include but not limited to mobilize and demobilize
equipment and personel, obtain required permits, attend preconstruction meetings,
preparation and submittal of shop drawings, and alike preconstruction activities.
1.2 Preconstruction Meeting
A. Prior to the start of construction, the Contractor shall meet on the site at the
Wabbaso Beach Park with the Engineer and County to establish the construction
access and pre -construction conditions of the site (photographs will be taken by the
Engineer. At this meeting the Engineer and Contractor shall review the limits of
proposed fill, the areas of existing vegetation expected to be disturbed and
transplanted, and the construction sequence and methods proposed by the
CONTRACTOR.
1.3 Staking
A. Staking of the proposed construction is to be performed by the Contractor prior to
initiation of work by methods subject to the Engineer's approval. The Contractor
shall provide to the Engineer a "Stake out Sheet" marked to illustrate the
Contractor's staking for field control of the work.
1.4 Permit Compliance
A. The Contractor shall abide by all notes and conditions indicated on the Construction
Drawings and all permits associated with the work including the Florida Department
of Environmental Protection (FDEP), Indian River County and any other permits
required. If the Contractor violates any condition of the permits and work is stopped
by the State of Florida, Indian River County, or other public entity, then any
additional costs incurred by the Contractor in association with stoppage of the work
shall be paid by the Contractor and not charged to the County. The Contractor shall
02000-1 02000 — Mob & Demob
obtain a County building permit.
1.5 Construction Access
A. The Contractor may obtain access to the property via the construction access
shown on the Drawings. The Contractor may store materials and equipment on the
site as approved by the Engineer at the pre -construction meeting. The Contractor is
prohibited, by the expected FDEP permit, from activity on the beach after February
28v20081
1.6 Payment
A. Payment for all materials and labor shall be made by the County to the Contractor
according to the unit prices and lump sum prices indicated on the Bid Schedule,
The Contractor shall submit copies of yard and weight tickets for all materials with
his Payment Request. The County shall make a final payment for each phase of
the work shall be made upon completion of the work by the Contractor and
acceptance of the work by the Engineer and the County. Any scrap material cut by
the Contractor will be made available to the County for recycling or otherwise
become the property of the Contractor if rejected by the County.
+ + END OF SECTION + +
02000=2 02000 — Mob & Demob
SECTION 02050
SITE PREPARATION
PART 1 - GENERAL
1.1 SCOPE
A. This Section covers work along the construction site, including clearing, grubbing,
stripping and disposal, complete as specified herein. Refer to Section 01541 for
additional requirements regarding protection of trees, plants, existing structures, etc.
Refer to Section 02240 for Exotic Removal requirements.
1.2 LIMITS OF CLEARING AND GRUBBING
A. Clear and grub the area landward of the existing "Beach/Dune Vegetation" as
shown on Sheet C=2 of the Contract Drawings, as necessary for the construction of
the proposed improvements.
1.3 PERMITS
A. Before beginning any clearing or grubbing work, apply for and obtain an Indian River
County Land Clearing Permit and pay all associated fees. Information and an
application is provided at the end of this Section. Pay all associated permit
application fees.
1.4 CLEARING
A. The surface of the ground for the area to be cleared and grubbed shall be
completely cleared of all timber, brush, stumps, roots, grass, weeds, structures
designated to be removed, concrete, rubbish and all other objectionable
obstructions resting on or protruding through the surface of the ground. However,
all trees shall be preserved unless they are specifically listed in the Contract
Documents to be removed. Provide tree buffers to the drip line on all trees to be
preserved. Conduct clearing operations so as to prevent damage to trees to be
saved, to existing structures and installations, and to those under construction, and
so as to provide for the safety of employees and others. Clearing for structures
shall consist of topsoil and vegetation removal.
Be Contractor shall remove excess existing pavement and underlying base material —
except under proposed "tan -colored concrete" deck (shown on the landscape
drawings) where base material may be left in place so as to provide a foundation for
the deck and achieve finished grades. All existing pavement and base material
02050-1 02050 — Site Preparation
removed by the Contractor shall be removed from the site and disposed of at an
approved upland disposal site.
1.5 GRUBBING
A. Grubbing shall consist of the complete removal of all stumps, roots larger than 1-1/2
inches in diameter, matted roots, brush, timber, logs and any other organic, metallic,
or other debris not suitable for foundation purposes, resting on, under or protruding
through the surface of the ground to a minimum depth of 18 inches below the
subgrade. All depressions excavated below the original ground surface for or by the
removal of such objects, shall be refilled with suitable materials and compacted to a
density conforming to the surrounding ground surface.
1.6 STRIPPING
A. The top six inches of the existing ground surface shall be considered topsoil.
Stockpile topsoil at the excess material stockpile area as noted on the drawings..
Reuse topsoil on the project site to best extent practical and as approved by the
ENGINEER. Dispose of any topsoil remaining after all work is in place as specified
in the designated excess material stockpile area.
1.7 DISPOSAL OF MATERIAL
A. No burning is permitted on-site.
Be OFF-SITE DISPOSAL: Haul the material off-site and dispose of it in a legal
manner.
C. Obtain and comply with the provisions of all necessary permits and pay all
required fees.
D. Under no circumstances shall material be buried on-site.
1.8 LANDSCAPE PRESERVATION
A. Take all steps necessary to preserve the natural landscape. Conduct
construction operations to prevent any damage or destruction to the natural
surroundings in the vicinity of the work. Except where clearing is necessary
for permanent works, approved construction roads and for excavation
operations, all native vegetation shall be preserved and protected from
damage. All movements of crews and equipment shall be performed in a
manner to prevent damage to any public or private property. Also see
Section 01541.
02050-2 02050 — Site Preparation
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1.9 PRESERVATION OF PUBLIC AND PRIVATE PROPERTY
A. Exercise extreme care to avoid unnecessary disturbance of public and
private property. Replace and replant trees, shrubbery, gardens, lawn, and
other landscaping to restore the property to the condition existing prior to
construction.
B. All soil preparation procedures and replanting operations shall be under the
supervision of a nurseryman experienced in such operations.
C. Improvements to the land such as fences, walls, outbuildings, etc., which of
necessity must be removed to prepare the site as specified herein shall be
replaced with equal quality materials and workmanship.
D. Clean up the construction site immediately after construction is completed.
Keep the site free of debris and dress up the construction site as the work
progresses.
+ + END OF SECTION + +
02050-3 02050 — Site Preparation
SECTION 02225
EROSION CONTROL AND TREATMENT OF DEWATERING WATER AND
STORMWATER FROM THE CONSTRUCTION SITE
PART 1 — GENERAL
1.1 SCOPE
A. This Section covers erosion control and the treatment of dewatering water
and stormwater runoff from the construction site and work area. The
pollution control measures shall prevent turbid or otherwise polluted
waters from being discharged from the construction site or work area, to
undeveloped portions of the site or off-site, including downstream in the
lateral "D," lateral "C," and lateral "134" canals.
B. The OWNER considers pollution from dewatering water and stormwater
runoff from a construction site or work area to be a very serious offense.
The CONTRACTOR is solely responsible for preventing pollution caused
by dewatering water and stormwater runoff from the construction site or
work area.
C. The pollution control measures specified herein represent minimum
standards to be adhered to by the CONTRACTOR throughout the
Project's construction. The OWNER reserves the right to require the
CONTRACTOR to employ additional pollution control measures, when in
the sole opinion of the OWNER, they are warranted. If site specific
conditions require additional erosion and stormwater pollution control
measures during any phase of construction or operation to prevent
erosion or to control sediment or other pollution, beyond those specified in
the Drawings or herein, implement additional best management practices
as necessary, in accordance with Chapter 4, "Best Management Practices
for Erosion and Sedimentation Control" of the Florida Erosion and
Sediment Control Inspector's Manual. An electronic copy may be
obtained from the office of the Stormwater Division Manager, 4375 43rd
Ave. Unit 102, Vero Beach, FL 32967. In the event of a conflict between
the referenced Chapter 4 and these Specifications, the more stringent
requirement shall apply.
D. The OWNER may terminate this Contract if the CONTRACTOR fails to
comply with this Section. Alternatively, the OWNER may halt the
CONTRACTOR's operations until the CONTRACTOR is in full compliance
with this Section. Time extensions for such down time will not be issued.
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1.2 PERMITS TO BE OBTAINED BY THE CONTRACTOR
A. The OWNER has obtained certain permits for this project and they are
listed in paragraph SC -6.08 of the Supplementary Conditions. Per
paragraph SC -6.08.0 of the Supplementary Conditions, the
CONTRACTOR shall apply for, obtain, and pay for all other required
permits and licenses
Be Provide copies of all permits to the OWNER and ENGINEER and comply
with all conditions contained in all permits at no extra cost to the OWNER.
If there is a conflict between any permit requirement and these
Specifications, the more stringent specification or requirement shall
govern.
1.3 GENERAL
A. Do not begin any other construction work until the pollution control and
treatment system has been constructed.
Be From time to time, the OWNER or ENGINEER will inspect the pollution
control and treatment system and may take effluent samples for analysis
by a testing laboratory selected and paid for by the OWNER. If at any
time, the OWNER or ENGINEER determines that the pollution control and
treatment system is not functioning, the OWNER or ENGINEER will shut
the portion of the project down that is not in compliance, and it shall
remain shut -down until the pollution control and treatment system is
properly constructed or repaired, and operating as intended.
Co Schedule construction to minimize erosion and stormwater runoff from the
construction site. Implement erosion control measures on disturbed areas
as -soon as practicable in portions of the site where construction activities
have temporarily or permanently ceased, but in no case more than 7 days
after the construction activity has temporarily or permanently ceased.
D. Inspect each pollution control system at least once per day. Clean and
maintain each pollution control system as required by its manufacturer or
the OWNER, until the system is no longer needed. If a water quality
violation occurs, immediately cease all work contributing to the water
quality violation and correct the problem.
E. Discharge shall not violate State or local water quality standards in the
receiving waters, nor cause injury to the public health or to public or
private property, nor to the Work completed or in progress. The receiving
point for water from construction operations shall be approved by the
applicable regulatory agency and the ENGINEER.
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1.4 SUBMITTALS
A. Shop Drawings: Submit shop drawings of the proposed pollution control
and treatment systems in accordance with Section 1340.
Be Stormwater Pollution Prevention Plan. A State certified erosion control
inspector is required for design, installation, and maintenance of the Plan.
This person must either be on CONTRACTOR'S staff or must be a
subcontractor employed by the CONTRACTOR.
1.5 "POLLUTION" AND CERTAIN UNCONTESTABLE POLLUTION EVENTS
DEFINED
A. With respect to this Section and as may be further defined in paragraphs
1.5.13, 1.5.C, and 1.5.D, "pollution" is the presence in off-site waters of any
substances, contaminants, or manmade or human -induced impairment of
off-site waters or alteration of the chemical, physical, biological, or
radiological integrity of off-site 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. Pollutants to be removed include but are not
limited to, sediment and suspended solids, solid and sanitary wastes,
phosphorus, nitrogen, pesticides, oil and grease, concrete truck washout,
construction chemicals, and construction debris.
Be When the Discharge is Directly Into an Existing Water Body, Pollution
Occurs When ... An existing water body (including ditches and canals) is
defined to be polluted by the CONTRACTOR's operations when at any
time, the turbidity of the water immediately downstream of the
CONTRACTOR's discharge point(s) is at least 29 nephelometric turbidity
units (NTUs) higher than the turbidity of the background water upstream of
the discharge point(s). [See Fla. Administrative Code 62-302.530]
Exception: When the discharge is directly into or through an outfall
discharging into "Outstanding Florida Waters," designated by Florida
Statute 403.061(27), the turbidity of the discharged water cannot exceed
the turbidity of the immediate receiving water. The ENGINEER or
OWNER shall determine the locations where the turbidity is measured.
C. When the Discharae is not Directly Into an Existina Water Bodv, Pollution
Occurs When ... In some instances, dewatering water or stormwater
runoff from the construction site or work area may reach a water body
indirectly, such as after traveling through pipes or by overland flow.
Before construction commences, the OWNER or ENGINEER will measure
background levels of total suspended solids (TSS) and turbidity, in the
immediate vicinity of the discharge water's ultimate discharge point into
the receiving water body. If the discharge water's TSS and turbidity
measurements exceed these pre -construction background values by 20
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percent for TSS and 29 NTUs for turbidity, then the discharge from the
CONTRACTOR's operations is defined to be polluted.
D. Pollution Always Occurs When ... The discharge from a construction site
or work area is defined to be polluted whenever any of the following is
present in the discharge water:
(1) Hazardous waste or hazardous materials in any quantity,
(2) Any petroleum product or by-product in any quantity,
(3) . Any chemical in any quantity, or
(4) Concentrated pollutants.
E. Above paragraphs 1.5.13, 1.5.C, and 1.5.D do not in any way, limit the
types of conditions in which pollution may be determined to occur.
1.6 PENALTIES FOR NONCOMPLIANCE WITH THIS SECTION
A. In addition to specific OWNER's remedies, if erosion or pollution is caused
by dewatering water or stormwater runoff from the construction site, the
OWNER will immediately report the violations to the Indian River County
Code Enforcement Board, SJRWMD, FDEP, Indian River Farms Water
Control District (or other F. S. Chapter 298 Drainage District, as
appropriate), and other pertinent regulatory or enforcement agencies.
PART 2 MATERIALS AND INSTALLATION
2.1 GENERAL
A. Staked Silt Fences:
1. General: Silt fences may be used to control runoff from the
construction site where the soil has been disturbed.
2. Installation: Install per the manufacture's recommendations and as
specified herein. In general, install the silt fence in a manner that
allows it to stop the water long enough for the sediment to settle
while the water passes through the silt fence fabric. All supporting
posts shall be on the down-slope side of the fencing. Place the
bottom of the fabric &inches minimum, under compacted soil to
prevent the flow of sediment underneath the fence. Otherwise,
install in accordance with FDOT Index No. 102.
3, Product: All material shall be new and unused. Use FDOT Type IV
silt fences where large sediment loads are anticipated, where
slopes are 1:2 (vertical: horizontal) or steeper, or as directed by the
ENGINEER; otherwise use FDOT Type III silt fence.
(a) For FDOT Type III Silt Fence - ACF Environmental, Catalog
No. 360800000, Florida DOT Silt Fence. U.S. Sieve = 30,
tensile strength = 120 pounds. The heavy-duty filter fabric
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shall be pre -attached to 48 -inch long stakes on 6400t
centers. (1-800-448-3636).
(b) For MOT Type IV Silt Fence, modify the above Catalog No.
360800000 to comply with MOT Index No. 102.
(c) Or equivalent.
B. Turbiditv Curtain/Silt Barriers:
1. General: Turbidity curtains/silt barriers may be used to control
sediment contamination of rivers, lakes, ponds, canals, etc.
2. Installation: Install per the manufacturer's recommendations and
per FDOT Index No. 103 unless directed otherwise by the
ENGINEER.
3. Product: All material shall be new and unused. The turbidity
curtain/silt barrier shall be a pervious barrier and the fabric color
shall be yellow.
a. Parker Systems, Inc. (1-866472-7537) Fax 757-487-5872
http://www.parkersystemsinc.com/index.htmi, model Type II
for the lateral canals. Type I may be used for the ponds if
approved by the ENGINEER.
C. Sedimentation Control From Dewaterina or PumDina Operations Usin
Filter Bags:
1. Silt, sediment, and other particles may be removed from dewatering
or pumping applications using a filter bag.
2. Installation: Install in accordance with the manufacturer's
specifications. Use as many filter bags as required, at no additional
cost to the OWNER. Legally dispose of the bags offsite, at no cost
to the OWNER. If the bags are placed on aggregate to facilitate
filtration efficiency, do not use limerock aggregate.
D. Curb Inlet Protection:
1. Filter stormwater before it enters curb inlets.
2. Installation: Install filtering devices in accordance with the
manufacturer's specifications. Use as many filtration devices as
required, at no additional cost to the OWNER.
3. Product: All materials shall be new and unused. The length of curb
inlet filtration devices shall be at least 2 -feet longer than the curb
inlet opening.
E. Catch Basin Protection:
1. Filter stormwater before it enters catch basins (drop inlets).
Filtration sacks may be used as filtration devices. The "sack" shall
be manufactured from woven polypropylene geotextile and sewn by
a double -needle machine, using a high strength nylon thread. The
sack shall be manufactured to fit the opening of the catch basin or
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drop inlet and it shall have the following features: two dump straps
attached at the bottom to facilitate emptying; lifting loops as an
integral part of the system to be used to lift the sack from the basin;
and a yellow restraint chord approximately halfway up the sack to
keep the sides away from the catch basin walls. The yellow
restraint chord shall also serve as a visual means of indicating
when the sack should be emptied.
2. Installation: Install in each catch basin in accordance with the
manufacturer's specifications. Use as many of the specified
filtration devices as required, at no additional cost to the OWNER.
3. Product: All materials shall be new and unused.
a. "SILTSACK" (regular flow), supplied by ACF Environmental,
Inc. (1-800=448-3636)
http://www,allbaba.com/member/geoman/product,html,
b. "FloGuard+PLUS," supplied by Kristar Enterprises, Inc. (1-
800-579-8819).
F. Construction Site Egress Driveways: Minimize the transport of sediment
and soil from the construction site or work area by vehicle wheels.
Provide wash -down stations as required to wash vehicle tires and retain
all washwater on-site. If a crushed rock driving surface is constructed at
the vehicle exit point(s), do not use limerock aggregate. The system shall
remove the sediment and soil from vehicle wheels before the vehicle
leaves the construction site or work area.
G. Rock and Stone for Erosion Control and Pollution Control and Treatment:.
1. Crushed Limerock: Crushed limerock shall not be used under any
circumstance.
2. Acceptable Material: FDOT #4 non -calcareous aggregate (usually
granite), washed and meeting the requirements of FDOT Standard
Specifications for Road and Bridge Construction, Section 901.
H. Hay Bales: Hay bales shall not be used.
I. Polyacrylamide (PAM) Application:
1. Only use the cationic form of PAM.
PART 3 EXECUTION
A. Design, construct, and maintain the pollution control and treatment system
to minimize erosion and capture and remove pollutants from the
construction site and from all other areas disturbed by construction
activities.
* * END OF SECTION * *
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SECTION 02230
GRADING
PART 1 - GENERAL
1.1 SCOPE
A. Furnish all material, labor, equipment, and supervision required to grade the areas
shown on the Contract Drawings and specified herein. Where not specifically
indicated, all disturbed areas shall receive as a minimum, finish grading, topsoil
preparation, hydro -seeding, seed and mulch, or sod, as specified.
PART 2 — MATERIALS — Not Used
PART 3 - EXECUTION
3.1 WORKMANSHIP
A. FINISH GRADING -As soon as practical after completion of backfilling, rough grade
the site. In areas to receive topsoil, the topsoil shall then be placed (4"-6" deep)
and worked to the finish grades as shown by hand shoveling and raking. For areas
which will not receive sod, the finished grade shall vary no more than plus or minus
0.1 foot from the design elevation except the final grade adjacent to pavement,
grates, or sidewalks shall match the edge of the pavement, grate, or sidewalk. In
areas that will receive sod, the finished grade shall allow 2 to 3 inches for the
thickness of the sod so that the new sod will match the existing sod, grates,
pavement, walks, etc. All depressions (except those shown on the Drawings) and
other irregular surface features shall be eliminated. Round the tops of
embankments and breaks in grade with a minimum radius of 6 feet. Slope all
surfaces to drain, except designated retention/detention areas. Within 10 feet of
structures and paved areas, slope all surfaces to drain away at a minimum of 1/4
inch per foot, unless shown otherwise on the Drawings or directed by the
ENGINEER. All surfaces shall be free of roots, debris, and other deleterious
material. Follow this procedure with one pass of a steel wheel roller weighing not
more than 100 pounds per linear foot and not less than 25 pounds per linear foot.
No power rolling will be permitted within 8 feet of any wall or structure. On slopes
steeper than 4:1, ram or tamp the topsoil into place, and "peg" the sod.
B. DRAINAGE SWALES
1. Hand -dress the swale in confined areas where equipment operation is
restricted and as required to produce a well graded swale.
2. Compact all swales by rolling to a firm, even surface which is true to grade
and cross section.
02230-1 02230 - Grading
3. Fine grade and sod the swales before pavement is laid unless written
permission is given by the ENGINEER to do otherwise. If permission is
given by the ENGINEER to fine grade and/or sod after the pavement has
been laid, use extreme care when dressing areas adjacent to pavement to
avoid damage to the pavement and to prevent dirt from falling or being
dragged onto the pavement. No handling of any swale material shall be
permitted on the paved surface. The CONTRACTOR shall promptly repair,
at its expense, any and all damage done to paved surfaces due to fine
grading or sod laying operations.
4. When the swales have been final dressed, hydro -seed, seed and mulch, or
sod them as required by the Drawings.
5. Maintain all swales, keep them free from leaves, sticks, rubble, and all other
debris, repair washouts, ruts caused by equipment, etc., and keep the
swales graded until final acceptance of the Work. Clean all pavement areas,
and drainage structures after seeding, landscaping and sodding.
+ + END OF SECTION + +
02230-2
02230 - Grading
SECTION 02240
DUNE VEGETATION
PART 1 - GENERAL
1.1 SCOPE
A. The work consists of furnishing all labor, supervision, material, equipment,
transportation, etc., to complete all dune vegetation Planting work and wetland
planting work for the areas shown on the Drawings.
PART 2 — PRODUCTS
2.1 PLANT MATERIAL
A. The dune planting area shall be planted with sea oats (at 40% of plants), bitter
panicum (at 40% of plants), and approved ground cover plants (at 20% of plants),
including red morning glories, white morning glories and sea purslane.
Be Plants shall be at least 18" tall for grasses and shall cover their pot for ground
covers.
C. All nursery stock shall conform with Grades and Standards for Nursery Plants Parts I
and II, latest edition, published by the Florida Department of Agriculture and
Consumer Services. All plantings shall be Florida #1 specimens or better as
determined by the Florida Division of Plant Industry. Supply native vegetation in
proper containers and at the size indicated on the Drawings.
D. All vegetation shall be sound, healthy, well -branched, and free of disease, insect
eggs, larvae, nematodes, weeds, and exotic or invasive vegetation. All plants
shall have adequate root systems and shall not be root -bound.
E. Inspection: The Engineer may inspect plants at the place of planting for quality,
size, and variety. Such approval shall not impair the right of inspection and
rejection at the site during progress of the work or after completion, for size and
conditions of balls or roots, latent defects, injuries, etc. Remove rejected plants
immediately from the project site and replace with new material within two days.
F. Coordinate with County personnel before planting any plant groups. Engineer
will meet in the field with Contractor before each group is planted to offer layout
suggestions and convey the design intent.
02230-1 02230 — Dune Vegetation
2.3 COLLECTED STOCK
A. When collected stock is permitted, the minimum ball size shall be equal to that
specified for the next larger size of nursery grown stock of the same variety.
2.4 CONTAINER GROWN STOCK
A. All container grown stock shall be healthy, vigorous, well -rooted plants and
established in the container within which they are sold. The tops shall be in good
quality and in a healthy growing condition.
Be An established container grown plant shall be transplanted into a container and
grown in that container sufficiently long for the new fibrous roots to have developed
so that the root mass will retain its shape and hold together when removed from the
container.
PART 3 - EXECUTION
3.1 DIGGING AND HANDING
A. Do not hold for planting more than the time recommended by the supplier and
protect from excessive exposure and dehydration. Pack plant material during
transport to prevent breakage and drying during transport.
Be Do not handle plants by their stems.
3.2 PLANTING PROCEDURES
A. Cleanup the site before commencing the work and after the work is completed.
Remove all objectionable matter, rubbish, etc, from the site before planting.
These materials shall not be mixed with the soil.
Be After uniformly grading or hand raking the ground surface, prepare the ground
prior to planting using appropriate methods.
C. For each plant, the CONTRACTOR shall dig a hole between 6 and 8 inches deep -
wide enough to receive the entire plant root ball. Fertilizer must be applied at the
time of planting. For the Sea Oat liners Y2 cup of mix containing a water retaining gel
and slow release fertilizer (minimum 10oz of 18-6-12) shall be added in each hole.
The plants will be placed in the holes so that the roots are in contact with the gel.
D. Plants shall not be planted until either after (a) March 1st or (b) 30 days after
placement and grading of sand to restore dunes by others as whichever occurs latest
- to allow for an optimal chance of success of plant establishment. Planting shall be
02230-2 02230 — Dune Vegetation
completed within 30 days of the start of planting.
E. Perform all planting procedures with qualified personnel. Insure no air pockets
are around the roots.
3.3 PLANTING AREAS
A. Planting areas in general, are shown on the Drawings and the estimated quantities
are listed in the Bid Form,
3.5 WARRANTY PERIOD
A. The installation shall include a 90 day, 80% survival guarantee. Except for losses
due to vandalism, neglected of others or, Acts of God, the Contractor shall replace
any plants in an unhealthy condition or lost to achieve 80% plant survival.
+ + END OF SECTION + +
02230-3 02230 — Dune Vegetation