HomeMy Public PortalAbout1998 East Enid Drive Improvements Agreement.tifRESOLUTION NO. 98-5
A RESOLUTION OF THE VILLAGE OF KEY BISCAYNE,
FLORIDA; AUTHORIZING THE VILLAGE MANAGER
TO EXECUTE THE ATTACHED AGREEMENT FOR
PROFESSIONAL ENGINEERING SERVICES WITH
WILLIAMS, HATFIELD & STONER, INC.,; PROVIDING
FOR AN EFFECTIVE DATE.
BE IT RESOLVED BY THE VILLAGE COUNCIL OF KEY BISCAYNE, FLORIDA, AS
FOLLOWS:
Section 1. That the Village Manager is hereby authorized to execute the attached agreement,
on behalf of the Village, with Williams Hatfield & Stoner, Inc., for professional engineering services
for East Enid Drive improvements and a new Drainage Outfall System.
Section 2. This resolution shall take effect immediately upon adoption.
PASSED AND ADOPTED this 10th day of February , 1998.
OR JO F. FESTA
CONCHITA H. ALVAREZ, VILLAGE CLERK
APPROVED AS TO FORM AND LEGAL SUFFICIENCY:
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RICHARD J. WEISS, VILLAGE ATTORNEY
VILLAGE OF KEY BISCAYNE
AGREEMENT FOR
SERVICES
THIS AGREEMENT, made and entered into on the day of , 1998 by and
between the Village of Key Biscayne, Dade County, Florida, party of the first (hereinafter called
"Village"), and WILLIAMS HATFIELD & STONER, INC. party of the second part (Hereinafter
called "Contractor");
RECITALS
The VILLAGE wants to engage the CONTRACTOR to perform certain services as
described in accordance with paragraph 1, scope of services to this Agreement ("Specified
Services"). The CONTRACTOR wants to provide such Specified Services in connection with the
East Enid Road Improvements.
In consideration of the mutual covenants in this Agreement, the parties agree as follows:
1. SCOPE OF SERVICES
A. The CONTRACTOR agrees, as directed by the Village Manager, to perform the following
services described in Exhibit A:
2. FEES FOR SERVICES
The CONTRACTOR agrees to charge the VILLAGE for Specified Services provided in
accordance in Exhibit A in an amount not to exceed $104,600.
3. TERM
The term of this agreement is year unless terminated pursuant to paragraph 7 or
extended pursuant to paragraph 9.
4. GENERAL TERMS AND CONDITIONS
The VILLAGE reserves the right to increase or decrease the quantity of items installed with
appropriate adjustments to the contract price.
5. ASSIGNMENT
This Agreement shall not be assignable by the CONTRACTOR.
6. PROHIBITION AGAINST CONTINGENT FEES
The CONTRACTOR, warrants that it has not employed or retained any company or person,
other than a bonafide employee solely for the CONTRACTOR, to solicit or secure this Agreement,
and that it has not paid or agreed to pay any person(s), company, corporation, individual or firm,
other than a bona fide employee working solely for the CONTRACTOR any fee, commission,
percentage, gift, or any other consideration, continent upon or resulting from the award or making
of this Agreement unless approved by the Manager of the Village of Key Biscayne.
7. TERMINATION
This Agreement may be terminated by the VILLAGE upon ten days' written notice with or
without cause by the CONTRACTOR upon 45 days' written notice with or without cause. If this
agreement is terminated, the CONTRACTOR shall be paid in accordance with the provisions of
Paragraph 2 of this contract for all acceptable work performed up tp the date of termination.
8. NONEXCLUSIVE AGREEMENT
The services to be provided by the CONTRACTOR pursuant to this Agreement shall be
nonexclusive and nothing herein shall preclude the VILLAGE engaging other firms to perform the
same or similar services for the benefit of the VILLAGE within the VILLAGE'S sole and absolute
discretion.
9. ENTIRE AGREEMENT
The parties hereby agree that this is the entire agreement between the parties. This
Agreement cannot be amended or modified without the express written consent of the parties._
10. WARRANTIES OF CONTRACTOR
The CONTRACTOR hereby warrants and represents that all times during the term of this
Agreement it shall maintain in good standing all required licenses, certifications and permits required
under Federal, State and local laws necessary to perform the Specified Services.
The CONTRACTOR shall furnish proof that he has Worker's Compensation Insurance as
required by Chapter 440, Florida re applicable, coverago for the --4A
beng3h romon'o and Harbor WoFker'c Act and tho.1ono3 Act.
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The CONTRACTOR shall also furnish proof that he has itritetttftl Liability Insurance and
Automobile Liability Insurance covering all owned, non -owned and hired vehicles used in
connection with this work, in an amount no less than $1,000,000 per Occurrence for Bodily Injury
and Property Damage combined.
2
11. ATTORNEY'S FEES
In connection with any litigation arising out of this Agreement, the prevailing party shall be
entitled to recover reasonable attorney's fees and costs. This provision shall exclude all litigation
resolved by agreement of the parties.
12. NOTICES
All notices and communications to the VILLAGE shall be in writing and shall be deemed
to have properly given if transmitted by registered or certified mail or hand delivery. All notices and
communications shall be effective upon receipt. Notices shall be addressed as follows:
Village:
With a copy to:
Contractor:
C. Samuel Kissinger
Village Manager
85 West McIntyre Street
Key Biscayne, Florida 33149
Richard Jay Weiss, Esq.
Village Attorney
Weiss Serota & Helfman, P.A.
2665 South Bayshore Drive
Suite 204
Miami, Florida 33133
Conchita H. Alvarez
Village Clerk
85 West McIntyre Street
Key Biscayne, Florida 33149
Williams Hatfield & Stoner, Inc.
4601 Ponce de Leon Blvd.
Suite 220
Coral Gables, FL 33146
3
14. GOVERNING LAW
This Agreement shall be construed in accordance with the laws of the State of Florida.
IN WITNESS WHEREOF, the parties hereto have accepted, made and executed this
Agreement upon the terms and conditions above stated on the day and year first above written.
CONTRACTOR:
Williams Hatfield & Stoner, Inc.
4601 Ponce de Leon Blvd., Suite 220
Coral Gables, FL 3
By:
Willia atfield & Stoner, Inc.
Attest:
Authorized by the Village Council on
VILLAGE:
Village of Key Biscayne
85 West McIntyre Street
Key Biscayne, Florida 33149
4
By:
C. Samuel Kissinger
Village Manager
Attest:
, 1998.
EXHIBIT A
WILLIAMS, HATFIELD 8 STONER, INC.
Engineers . Planners • Surveyors . Environmental Scientists
4601 PONCE DE LEON BOULEVARD, SUITE 220
CORAL GABLES, FLORIDA 33146
(305) 663-5777
FAX (305) 663-5781
East Enid Road Improvements
AIRPORTS
HIGHWAYS S BRIDGES
WATER & SEWER SYSTEMS
LAND SURVEYS
SUBDIVISION DEVELOPMENT
DRAINAGE WATER MANAGEMENT
PORT & MARINE FACILITIES
MUNICIPAL ENGINEERING
April 7, 1998
We have included in this report a summary (Attachment 'A') and a breakdown (Attachment `B')
of all the estimated costs associated with the East Enid Improvements Project. Also, attached is a
copy of our conceptual plan (Attachment 'C' and 'D') for the East Enid Road Improvements Project.
This plan was originally developed by Raul Lastra. The irrigation, gazebo, and other architectural
items, will be designed by others and are not included in our attached cost estimate.
The improvements for East Enid Drive include repaving (asphalt) the 20' driving lanes and adding
brick paver parallel parking spaces north and south of the repaved road. On the north side of East
Enid Drive, the work will include replacement of the existing sidewalk and the south ends of the
existing ramps to tie into our improvements. The new work includes extending the already in -place
decorative sidewalk south of East Enid to the east end of the road. Design also includes adding two
elevated traffic calming devices to East Enid Drive. New drainage will be installed to conform to
these new improvements and tie into a new well system. The lighting will be designed by Municipal
Lighting Systems and consist of 25 fifteen foot decorative lighting poles with each having a single
environmentally sensitive luminaire. In addition, accent path lighting will be provided at crosswalk
areas and the promenade area east of Ocean Drive.
Our design will include modification to the entrance of the Beach Club (in the east) and the VKB
parking area (on the west) adjacent to Ocean Drive. The area between the Beach Club property line
and the street will drain into our new system. The VKB parking lot will be raised on the south side
and its existing inlet will be connected to our new system. This modification will alleviate some of
the flooding at the Beach Club. The major obstacle to correcting the drainage problem within the
Property Line of the Beach Club is its low elevation (3.3 NGVD). A drainage well would function
only marginally at this 3 3 NGVD elevation. During extreme high tides, salt water would actually
rise above the well and flood the parking area.
We have considered two types of drainage systems for this project. The first type of system we are
proposing is the Deep Drainage Well System (DDWS). This is a system commonly used in South
Florida and recently installed throughout the Village. The second type of system we considered is
the Vertical French Drain System (VFDS) The VFDS is a 30' - 60' deep well exfiltration system.
Our preliminary construction cost estimate of drainage for this project is as follows:
With DDWS= $264,960
With VFDS= $314,000
Our recommendation is that the DDWS is chosen due to its lower associated cost and the fact that
the DDWS works very effectively in areas in the immediate vicinity of this project.
WILLIAMS, HATFIELD 8 STONER, INC.
Consulting Engineers Planners • Surveyors
ATTACHMENT 'A'
Summary of Costs
Survey
Civil Design
Lighting Design
Construction (Civil)
Construction (Lighting)
ration
Geotechnical Services
Total
$ 4,800.00
$ 24, 800.00
$ 4,000.00
$668,790.00
$100,000.00
9'S;86A A8
$ 3,000.00
$880,390.00
— 75"
1 gol3faoe
WILLIAMS, HATFIELD 8 STONER, INC.
Consulting Engineers • Planners • Surveyors
ATTACHMENT `B'
COST BREAKDOWN
1. Surveying
WHS sent its surveyors to the site to complete the survey for East Enid as authorized by
VKB in our meeting on 3-31-98. Our authorization is for 5 days of survey and 25 hours of
CAD work to complete the survey. The cost to complete the survey will be $4,800.00 based
on our estimated time frame for the work.
2. Engineering Design
$24,800.00 (Services already started)
3. Lighting Design
$4,000.00
4. Construction (Civil)
SCHEDULE OF BID ITEMS
Description
Unit
Estimated
Quantity
Unit
Cost
Total
General Items
Allowance Account
LS
1
$20,000.00
$20,000.00
Mobilization
LS
1
$10,000.00
$25,000.00
Performance and Payment Bond
LS
1
$10,000.00
$30,000.00
Maintenance of Traffic
LS
1
$8,500.00
$8,500.00
Clearing and Grubbing
AC
2
$2,500.00
$5,000.00
Sodding
SY
3000
$2.85
$8,550.00
Subtotal
$97,050.00
Roadway
Remove & Replace Concrete Pavement
SY
1200
$20.00
$24,000.00
Grading
LS
1
$5,000 00
$5,000.00
6" Concrete Band (Parking)
LF
700
$6.00
$4,200.00
Type "D" Concrete Curb
LF
3000
$12.00
$36,000.00
WILLIAMS, HATFIELD f STONER, INC.
Consulting Engineers • Planners • Surveyors
Description
Unit
Estimated
Quantity
Unit
Cost
Total
12" Stabilized Subgrade
SY
1570
$3.00
$4,710.00
Limerock Base (Variable Thickness 0"-6")
TON
300
$6.50
$1,950.00
Limerock Base, Primed (8" Thick)
SY
1570
$8.00
$12,560.00
Asphalt (2" Thick)
TON
385
$60.00
$23,100.00
Valley Gutter
LF
2940
$16.00
$47,040.00
Traffic Signs (Permanent)
EA
15
$300.00
$4,500.00
Thermoplastic Marking
SF
400
$4.00
$1,600.00
4" Schedule 40 PVC Pipe
LF
160
$6.50
$1,040.00
Subtotal
$165,700.00
'
Calming
Brick Pavers (Calming Device)
SY
200
$25.00
$5,000.00
12" Stabilized Subgrade
SY
200
$3.00
$600.00
Limerock Base, Primed (8" Thick)
SY
200
$8.00
$1,600.00
2' Concrete Band
LF
160
$23.00
$3,680.00
Subtotal
$10,880.00
Promenade
6" Concrete Band
LF
3000
$6.50
$19,500.00
Brick Pavers (Sidewalk)
SY
1600
$25.00
$40,000.00
6" Limerock
SY
1600
$6.00
$9,600.00
Reflective Pavement Markers
EA
50
$6.00
$300.00
Subtotal
$69,400.00
Drainage
Inlets
EA
16
$1,500.00
$24,000.00
Manholes (P-7)
EA
4
$2,500.00
$10,000.00
Adjust Manhole ( Utility)
EA
4
$400 00
$1,600.00
Utility Demolition
LS
1
$10,000.00
$10,000.00
Concrete Inlet Apron
EA
10
$500.00
$5,000.00
WILLIAMS, HATFIELD 8 STONER, INC.
Consulting Enguzeers • Planners • Surveyors
Description
Unit
Estimated
Quantity
Unit
Cost
Total
Storm Sewer Pipe (15" RCP)
LF
1750
$52.00
$91,000.00
Storm Sewer Pipe (18" RCP)
LF
52
$55.00
$2,860.00
Connection to Exist. Inlet
EA
1
$500.00
$500.00
Drainage Wells
EA
4
$30,000.00
$120,000.00
Subtotal
$264,960.00
Contingency (10%)
LS
1
$60,800.00
TOTAL ESTIMATED CONSTRUCTION COST (Civil) =
l
$668,790.00
5. Construction (Lighting)
$100,000.00
6. Construction Administration:
The WHS construction administration costs for this project will be for the following services:
• Permitting
• Pre -Construction Conference
• Facilitate weekly construction meetings
• Shop Drawing Review
• On -site inspection services
• Field adjustments and change orders
• Review pay requests
• Final Inspection
This work will be performed on a Time and Material basis with an average estimated work
week of:
RPR 32 hrs/week
Project Manager 12 hrs/week
Using a 6 month work period our estimated fee for these services is $75,000.00. Our rates
will be per our Contract with the Village of Key Biscayne dated October 13, 1994. This
service fee will vary depending on the actual duration of our services and on the actual hourly
demand required to monitor these installations. Reimbursable expenses will be itemized and
billed in accordance with our agreement with the Village of Key Biscayne dated October 15,
1993
7. Geotechnical Services:
The estimated cost of geotechnical services for this project is $3,000.00.
WILLIAMS, HATFIELD f STONER., INC.
Consulting Engineers • Planners • Surveuors
VILLAGE OF KEY BISCAYNE
LINEAR PARK AND BEACH PROMENADE
PROPOSED SITE PLAN
NEW 5' SIDE WALK
FEA1URE WALL
GUTTER
PARKING DATA
75 PARALLEL PARKING SPACES
2 ADA ACCESSABLE SPACES
77 TOTAL
[EXISTING WALL
TYPE 'D' CURB
BRICK SPEED TABLE
AND PEDESTRIAN CROSSING
iA
BEACH ACCESS
PROMENADE
VILLAGE OF KEY BISCAYNE - LINEAR PARK AND BEACH PROMENADE
PLAN VIEW - TYPICAL EAST ENID SECTION