HomeMy WebLinkAbout2011 - Seek Council Directioncm OF
SEIIAS?
HOME OF PELICAN ISLAND
AGENDA TRANSMITTAL
Subject:
Agenda No.
Update — Presidential Streets
Department Origin: City Manager
Administrative Srv4:
Ap rov for Submittal by:
City Attorney: G9'
City Clerk:
Date Submitted: 9 NOV 11
A Wef, City Manager
Council Date: 16 NOV 11
Exhibits: NS Plans
EXPENDITURE REQUIRED:
AMOUNT BUDGETED:
APPROPRIATION REQUIRED:
None at this Time
Proposed $310,000 — FY 12 DST
None at this time.
FUND
SUMMARY
Frank Watanabe from Neel- Schaffer will be providing Council an update on the
"Presidential Streets" project. If you recall, in August a similar update was provided and
Council opted to remove the "open" ditch design. The updated design will be presented
for Council review.
In addition, some consideration may be given to increasing the project size to include
drainage improvements beyond the project parameters to include problem areas
identified along the intersections of Washington /Cleveland and Indian River Drive.
Should this additional work be considered an estimate to expand the project would be
$19,500 for additional engineering and $150,000 for underground pipe and additional
baffle boxes. These funds can be found be shifting other project priorities and through
potential savings on the US 1 Project.
Mr. Watanabe will address these drainage concerns in his presentation.
RECOMMENDATION
No specific action is required, staff seeks Council direction and to return the matter to
council after further research.
LEGEND
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Page 1 of 1
Alfred Minner
From: Frank Watanabe [frank.watanabe @neel - schaffer.com]
Sent: Wednesday, November 09, 2011 4:55 PM
To: Alfred Minner
Cc: Joseph Griffin
Subject: City Council items for 11 -16
0
Thanks for the reminder call. We are good to go with both items.
1. FEMA FIRM presentation on the status and the good news of no additional surveys or LOMA —
informational item
2. Status update of the Presidential Street Design and approval for additional engineering and survey at
$19.500 for the drainage analysis to complete the St John's permits
At the last update presentation to City Council on Aug 10, 2011, we presented the conceptual plans which
Council approved with the following:
• Street design with two -way travel and parking
• Streetscape — parking with stamp concrete
• Drainage — underground drainage pipes with curbs and gutters
• Add features; sidewalk, lighting, trees and benches
• Martin is only a pavement overlay.
Based on the direction for drainage pipes and no swales, we design the plans as shown with all of the above
items. The additional engineering fee is to cover the drainage analysis. There are two additional fees:
1. Cleveland St drainage and connection of Indian River Dr drainage (900 ft) - $14,000
2. Washington and Indian River Dr drainage (325 ft) - $5,500
Total additional engineering /survey is $19,500
Let me know if you have any questions
Frank Watanabe
Neel- Schaffer, Inc.
(772) 770 -4707
11/9/2011
JIM HILL
MAYOR
DON WRIGHT
VICE MAYOR
ANDREA B. COY
COUNCIL MEMBER
RICHARD H. GILLMOR
COUNCIL MEMBER
EUGENE WOLFF
COUNCIL MEMBER
ALFRED MINNER
CITY MANAGER
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CONSTRUCTION NOTES:
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1. IT SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR TO MAKE A VIDEOTAPE OF ALL
15.THE CONTRACTOR SHALL COMPACT THE RECLAIMED BASSE MATERIAL WITH A ROLLER
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O)VOC:
C1AiflC: FfiV DATE: JfN92171f
OR FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS," 2007.
THE UNDISTURBED SUB BASE.
5. THE CONTRACTOR SHALL REVIEW THE DATA PROVIDED FOR THE EXISTING ROADWAY
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(ATTACHMENT 3) AND SHALL PERFORM TESTING AND /OR CORING PRIOR TO SUBMITTING A
RECLAIMER, APPLYING SUFFICIENT MECHANICAL EFFORT TO REDUCE THE FRAGMENTS TO A
BID TO VERIFY THAT THE RECLAIMED ASPHALT BASE COURSE MIX DESIGN.
MAXIMUM SIZE OF 75 MM (3" INCHES).
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING MIX DESIGNS FOR RECLAIMED
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TYPICAL SECTION
ASPHALT BASE COURSE MIX DESIGN, AS APPLICABLE, PRIOR TO THE START OF
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CONSTRUCTION.
ADJUST THE CROSS - SLOPE, SUPER ELEVATION, AND PROFILE GRADE BY ADDING GRANULAR
2•ASPHALTPAVEMENT
7. THE TESTING LABORATORY PERFORMING FULL DEPTH RECLAMATION (FDR) BASE COURSE
BASE MATERIAL AS REQUIRED TO PROVIDE THE REQUIRED GRADE AND CROSS SLOPE FOR
a" CEMENT TREATED BASE
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MIX DESIGNS AND (Sj VERIFICATION TESTING SHALL BE ACCREDITED LABORATORY THAT IS
THE ROAD.
REGULARLY ENGAGED IN ASPHALT AND SOIL CEMENT TESTING INCLUDING THE
21.THE CONTRACTOR SHALL BE REQUIRED TO RESHAPE/GRADE THE ROADWAY TO PRODUCE A
PREPERAT10N OF MIX DESIGNS FOR FDR BASE COURSE, AND TESTING TO ESTABLISH AND
TWO (2) % CROSS SLOPE FROM THE CENTER OF THE TRAVEL LANE TO THE EDGE OF THE
VERIFY STRUCTURAL NUMBER FOR THE BASE COURSE LAYERS.
TRAVEL LANE SO AS TO PROVIDE FOR PROPER DRAINAGE .
27. ANY ADDITIONAL COST ASSOCIATED WITH CORRECTED DEFICIENCIES EVEN IF THE REPAIR
B. THE EXISTING ASPHALT PAVEMENT AND BASE MATERIAL SHALL BE CRUSHED AND BLENDED
22.THE WORK ITEM FOR RECLAIMED ASPHALT BASE COURSE SHALL CONSIST OF PULVERIZING
WOULD MAKE THE FINAL THICKNESS OF THE ASPHALTIC CONCRETE OVERLAY TO BE IN
TO A MINIMUM DEPTH OF B" INCHES.
AND EXISTING BITUMINOUS PAVEMENT AND ITS BASE COURSE AND MIXING THEM TOGETHER,
EXCESS OF THE ORIGINAL SPECIFIED THICKNESS, SHALL BE THE RESPONSIBILITY OF THE
9. THE GRADATION SHALL CONSIST OF A WELL - GRADED MIX WITH 100% PASSING A 2.5" SIEVE,
ADDING WATER AND NEW BASE MATERIAL, INJECTING THE SPECIFIED CEMENT STABILIZING
CONTRACTOR AND NO ADDITIONAL COST SHALL BE CHARGED TO THE CITY.
NO MORE THAN 96% PASSING A 1.5" SIEVE AND LESS THAN B% PASSING A #200 SIEVE.
AGENT DIRECTLY INTO THE MIXING CHAMBER OF THE RECLAIMING MACHINE AND
2B. ALL DISTURBED AREAS WITHIN THE PROJECT AREA SHALL HAVE SOD INSTALLED WITH THE
10.THE BASE MATERAL SHALL BE MIXED SUCH THAT THE ENTIRE MASS OF MATERIAL IS
UNIFORMLY MIXING IT WITH THE PULVERIZED MATERIAL A7 THE RATE AND DEPTH SPECIFIED.
TYPE OF GRASS MATCHING THE ADJACENT AREA..
UNIFORM THROUGHOUT.
21TESTING THE CONTRACTOR SHALL RETAIN THE SERVICES OF A CERTIFIED TESTING
11.GRANULAR BASE MATERIAL TO BE ADDED TO THE RECLAIMED LAYERS SHALL CONSIST OF
LABORATORY TO ENSURE THE STABILIZED BASE HAS BEEN THOROUGHLY COMPACTED TO
CRUSHED CONCRETE OR RECYCLED ASPHALT PAVEMENT (RAP) MEETING THE
NOT LESS THAN NINETY -EIGHT PERCENT (913%) OF THE MAXIMUM DENSITY PER THE
REQUIREMENTS FOR GRADED AGGREGATE BASE OF THE FDOT SPECIFICATIONS AND SHALL
PROCTOR TEST IN ACCORDANCE WITH AASHTO MODIFIED T -99.
HAVE A MINIMUM LBR VALUE OF 100,
24.ALL ASPHALTIC CONCRETE THAT IS USED SHALL CONFORM TO FLORIDA DEPARTMENT OF
12.THE CONTRACTOR SHALL FURNISH A CEMENT THAT MEETS OR EXCEEDS THE FDOT
TRANSPORTATION STANDARD SPECIFICATION, SECTION 334 SUPERPAVE ASPHALT
REQUIREMENTS FOR TYPE I OR TYPE II CEMENT.
CONCRETE
25.CONTRACTOR SHALL INSTALL TYPE. SP -12.5 CONCRETE ASPAHALTIC CONCRETE AS A DEPTH
13.THE EQUIPMENT TO BE USED MUST ALSO HAVE THE CAPABILITY OF INTRODUCING THE
OF 2" INCHES.
CEMENT UNIFORMLY AND AT AN ACCURATE RATE TO THE RECYCLED MATERIALS.
26.IT SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR TO HAVE CORE SAMPLES TAKEN
14.CDNTRACTOR SHALL HAVE A GRADER AND WATER TRUCK AVAILABLE TO PREPARE THE
EVERY 500 FEET REGARDLESS OF HOW MANY LANES ARE BEING RESURFACED AND SHALL BE
MATERIAL BEFORE COMPACTION AND CONTROL DUST.
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