HomeMy WebLinkAbout2015-1055-19-15
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IMPROVEMENT OF THE INTERSECTION OF SR 60 & 43RD AVENUE °� DSS " f
PROFESSIONAL CIVIL ENGINEERING & STRUCTURAL ENGINEERING
SERVICES
AMENDMENT NO. 7 TO THE PROFESSIONAL ENGINEERING/LAND SURVEYING
SERVICES AGREEMENT BETWEEN ARCADIS US, Inc. (fka ARCADIS G&M, Inc.),
Inc. AND INDIAN RIVER COUNTY, FLORIDA.
This is an amendment to the existing Engineering Services Agreement (AGREEMENT) dated
September 6, 2005 between ARCADIS US, Inc. (ENGINEER) and Indian River County
(COUNTY). This amendment addresses changes in "Section I — Project Limits and Description",
"Section III - Scope of Services", and "Section V - Compensation".
Amendment Description
This Amendment includes the following:
"SECTION I - PROJECT LIMITS AND DESCRIPTION" is being modified to incorporate
the following:
Consultant services are required for the preparation of road design plans; bridge plans; permit
applications and utility relocations associated with the construction of SR 60 / 43rd Avenue
Intersection Improvements.
ARCADIS US, Inc., was contracted to design the widening of 43rd Avenue from 26th Street to
18th Street. The project was designed at the same time as the widening of 43rd Avenue from 18th
Street south to 8th Street, designed by Carter Associates, Inc. Both designs assumed that
construction would happen concurrently, so design of a transition from the new four lane
configuration to the existing two lane configuration was not necessary for either plan. In addition,
part of the stormwater drainage system for the ARCADIS design was to be directed south and
treated in the Carter design. It has been determined that the roadway widening and drainage
system south of 18th street (the Carter design) will not be constructed at this time and the plans
should be revised to provide for a transition from four lanes to two lanes. In addition, a new
drainage system design to accommodate the portion of the ARCADIS project that was directed
south into the Carter project is necessary. The design will consist of inlets and pipes to convey
runoff from 43rd Avenue to a new stormwater drainage pond. Hydraulic calculation will be
performed to size the pipe system and the stormwater drainage pond. The roadway plans and
profile sheets will be revised to show required improvements.
The FDOT has reviewed the previously submitted plans and has provided comments to the
COUNTY and ENGINEER. ENGINEER will revise the plans to address the FDOT's comments
and to update the plans to the current FDOT design standards.
The following plan sheets will be modified:
Page 1 of 6
G:\LNR Support\Proposals\WPB\2015\SR 60 - 43rd Avenue\SR60 - 43RD AVE AMENDMENT 7 3-24-15.doc
• Cover Sheet
• Typical Sections
• Quantities and General Notes
• Details
• Intersection Plateau Grading Plan
• Construction Plans
• Profiles
• Cross Sections
• Stormwater Pollution Prevention Plans
• Signing and Pavement Marking Plans
• Signalization Plans
• Bridge Plans
The work included in Amendment No. 7 is in accordance with the existing AGREEMENT dated
November 6, 2005 between ARCADIS US, Inc. (ENGINEER) and Indian River County
(COUNTY).
"SECTION III — SCOPE OF SERVICES" is being modified to incorporate the following:
30% and 60%, and 90% plans have been submitted to the County. Engineer will prepare revised
90%, and 100% plans. The plan modifications will consist of the following:
The Roadway set of plans shall consist of the following:
Page 2 of 6
G:\LNR Support\Proposals\WPB\2015\SR 60 - 43rd Avenue\SR60 - 43RD AVE AMENDMENT 7 3-24-15.doc
30%
60%
90%
100%
Cover Sheet
X
X
Typical Sections
X
X
Summary of Quantities and General Notes
X
X
Details
X
X
Plan and Profile Sheets (40 scale)
X
X
Cross Sections at 100 ft interval
X
X
Signage & Pavement Marking Plans (40 scale)
X
X
Signalization Plans
X
X
Bridge Plans
X
X
Intersection Plan & Details
X
X
Page 2 of 6
G:\LNR Support\Proposals\WPB\2015\SR 60 - 43rd Avenue\SR60 - 43RD AVE AMENDMENT 7 3-24-15.doc
Stormwater Pollution Prevention Plans (SWPPP)
X
X
Computation Book
X
Construction Cost Estimate and Quantities
X
X
"SECTION IV - TIME FOR COMPLETION" is being modified to incorporate the following:
1. Project shall be completed as follows:
a. The time for completion of the 90% design drawings, permit applications, and
Engineer's Opinion of Probable Construction Cost for the project shall be
three (3) months from the date of execution of this ADDENDUM. Once
permits are received, 100% design drawings shall be completed two (2) weeks
thereafter.
2. Deliverables -The ENGINEER shall provide the COUNTY:
a. Three (3) 11" x 17" paper signed and sealed of the 90% plans. Also, a pdf
format set of the plans on a cd.
b. FINAL five (5) 24" x 36" paper signed and sealed "hardcopy", AutoCad
drawing file and PDF formats on CD.
c. Work Product shall be prepared and supplied in State Plane geometry (NAD83
2007 adjustment if applicable); digital versions are to be prepared and
submitted so that the COUNTY or other consultants can readily use it for the
design and analysis of the area, as defined. It shall contain all information
necessary for third -party surveyor to independently recreate and/or utilize the
survey work. It is acknowledged all final products become property of Indian
River COUNTY and will be available for use by the public at large.
"SECTION V — COMPENSATION" is being modified to incorporate the following:
The COUNTY agrees to pay and the ENGINEER or agrees to accept for services
rendered pursuant to this Agreement fees in accordance with the following:
A. Professional Services Fee
1. The basic compensation mutually agreed upon by the ENGINEER and the
COUNTY follows:
Page 3 of 6
G:\LNR Support\Proposals\WPB\2015\SR 60 - 43rd Avenue\SR60 - 43RD AVE AMENDMENT 7 3-24-15.doc
The following is a summary of costs:
Charge Associated with
This Amendment
Roadway Design
Geotechnical Services (Tierra) $5,447.50
New Total
Compensation
$35,487.50
Engineering $49,152.50 $312,797.03
(ARCADIS)
Signal Plans $2,668.41 $31,488.41
(SIMMONS & WHITE Inc.)
Stormwater Pollution Prevention Plans $0.00
(ARCADIS)
$9, 022.92
Permitting $11,760.00 $33,090.00
(ARCADIS)
Surveying
Design Survey $1,089.20 $63,690.40
(ARCADIS)
Right of Way Survey and Map $0.00 $20,386.40
(ARCADIS)
Structural Design
Structural Design for SR 60 over
Main Relief Canal bridge $0.00 $76,060.00
(Bridge Design Associates, Inc.)
Structural Design for 43rd Avenue over
Main Relief Canal bridge $9,224.00 $67,604.00
(Bridge Design Associates, Inc.)
Landscape & Lighting Plans
Landscape Architectural Services
(Roy -Fisher Associates, Inc.)
Lighting Plans
(Techno Engineering)
$4,000.00
$10, 750.00
$31,486.00
$39,835.00
Page 4 of 6
G:\LNR Support\Proposals\WPB\2015\SR 60 - 43rd Avenue\SR60 - 43RD AVE AMENDMENT 7 3-24-15.doc
Public Involvement
Public Workshop Meeting
Contamination Screening Evaluation Report
Conceptual Commercial Area Improvement Plan
$0.00 $6,180.00
$0.00 $9,750.00
$0.00 $11, 700.00
TOTAL LUMP SUM FEE $94,091.61 $748,577.66
ALLOWANCES
Sketch and Legal Descriptions $0.00 $50,000.00
(ARCADIS)
Soft Dig for Utility Locations $0.00 $20,000.00
Appraisal $0.00 $121,500.00
(Callaway & Price) (For 27 parcels)
Land Planner
(Moyle, Flanigan, Katz, Raymond & Sheehan) (Hourly not to
exceed at $175.00/hour)
Market Analysis
(Realmark Research) (Hourly not to exceed at $110.00/hour)
Eminent Domain Business Damage Assessment
(Gerson, Preston,Robinson & Company)(Hourly not to exceed
at $165.00/hour for Principal, $125.00/hour for Manager, and
$90.00/hour for Staff)
Cure Plans
(ARCADIS) (Allowance for 14 parcels at $4,000.00 per parcel
$0.00 $20,000.00
$0.00 $20,000.00
Landscape plans for Cure Plans
(Roy -Fisher) (Allowance for 14 parcels @ $1,200.00 per parcel)
Boundary Surveying $0.00
$0.00 $40,000.00
$0.00 $56,000.00
$0.00 $16,800.00
$10,000.00
TOTAL ALLOWANCES (Hourly Not To Exceed) $0.00 $354,300.00
Page 5 of 6
G:\LNR Support\Proposals\WPB\2015\SR 60 - 43rd Avenue\SR60 - 43RD AVE AMENDMENT 7 3-24-15.doc
The AGREEMENT is hereby amended as specifically set forth here in. All other sections of the
AGREEMENT shall remain in full force and effect and are incorporated herein.
This Amendment No. 7 to the AGREEMENT regardless of where executed, shall be governed by
and constructed by the laws of the State of Florida.
In witness whereof the parties have executed this Amendment this 19th day of
, 2015.
Ma
ARCADIS
2081 Vis,
West Pa
By:
WITNESSED BY:
1.
County Attorney
Approved as to Form and Legal Sufficiency
seph A. Baird,
unty Administrator
INDIAN RIVER COUNTY, FLOR
cam,:
BY(/
Board of County Commissioners'`
M1SSI' f' s•.
Approved by BCC May 19, 2015
Attest:
Jeffrey R. Smith, Cler of Circuit Cort
By:
Deputy Clerk
Page 6 of 6
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HIGHWAY PAGE 1 OF 7
HIGHWAY TASK LIST
ACTIVITY: A. ROADWAY PLANS PACKAGE
REMARKS
Pond Site on 43rd Avenue
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SR 60 & 43RD AVE Amendment 7 4-8-15 .xls
HIGHWAY PAGE 5 OF 7
HIGHWAY TASK LIST
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15 Optional Pipe Material Tabulation
16 Traffic Control Plans ( Typical sections only)
17 Driveway Profiles
18 Supervision
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TOTALI
SR 60 & 43RD AVE Amendment 7 4-5-15 xis
HIGHWAY PAGE 6 OF 7
HIGHWAY TASK LIST
SUBACTIVITY: 5 - ENV. SERVICES / PERMITS
WAY PLANS PACKAGE
ACTIVITY: A. RO
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to SJRWMD
216 comments
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2. Agency Coordination (Pre App Meeting)
3. Establish Wetland Jurisdictional Lines
4. Agency Field Review
Prepare Wetland Resouce / Dredge & Fill Permit
5. Application
6. Modify SJRWMD Permit
7. Address FDOT ERC Comments
8. FDOT coordination
9. Utility coordination
10. Health Department
11 Mitigation Coordination and Meetings
SUBTOTAL THIS SHEET
SR 60 & 43RD AVE Amendment 7 4-8-15 As
HIGHWAY PAGE 7 OF 7
HIGHWAY TASK LIST
SUBACTIVITY: NONE
ACTIVITY: B. SIGNING & PAVEMENT MARKINGS
REMARKS
Transition on 43rd Avenue
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SR 60 8 43RD AVE Amendment 7 4-8-15 .xls
BRIDGE DESIGN ASSOCIATES, INC.
March 13, 2015
CONSULTING ENGINEERS
Arcadis US, Inc.
2081 Vista Parkway
West Palm Beach, Florida 33411
Attention: Hank Deibel, P.E.
Regarding: 43"' Avenue Bridge over Main Relief Canal
Project No.: 05-609B
Dear Hank:
BRIAN C. RHEAULT, RE.
President
Based on our discussions, Bridge Design Associates, Inc. can provide the necessary
structural engineering services to modify the current plans to meet current AASHTO
Standards and applicable F.D.O.T. Standards.
Our services do not include modifying the plans to meet F.D.O.T. LAP Funding criteria.
Our fee to update the plans is outlined in the attached Exhibit "A".
If you have any questions, please give me a call.
Respectfully,
BRIDG % SIGN ASSOCIATES, INC.
Brian C. Rheault, P.E., #38797
President
BCR:kedS:\2005-Jobs\05-6098 43rd Avenue at Main Relief Canal12015\01 Admin\Proposals\proposal
03-13-15.wpd
1402 Royal Palm Beach Boulevard + Building 200 • Royal Palm Beach, Florida 33411
(561) 686-3660 * Fax: (561) 791-1995
BRIDGE DESIGN ASSOCIATES, INC.
43RD AVENUE BRIDGE OVER MAIN REUEF CANAL
March 13, 2015
BDA PROJECT NO.: 05-509B
HOURLY BREAKDOWN OF SERVICES
EXHIBIT "A"
ACTIVITY
CHIEF
ENGINEER
PROJECT
MANAGER
PROJECT
ENGINEER
ENGINEER
INTERN
FIELO
REPTECHNICUW
,, I
CAO
.
TOTAL.
HOURS
BY
ACTIVITY
LABOR
COST
BY
ACTIVITY
5195.00
5165.00
�.,
992.00
�..�,.�..�,,..�
580.00
573.00
:93.00
. Update Notes and Design Standards
4.0
8.0
4.0
18 0
51.846 00
AASHTO Girder Analysis
4.0
18.0
8.0
28 0
52,956 00
Bridge Load Rating
4.0
40.0
440
54,42000
0.0
SO 00
0.0
50 CO
..F
TOTAL MANHOURS
0.0
12.0
84.0
0.0
0.0
12.0
86.0
oiRECT LABOR COST
50.00
92,220.00
55888.00
50.00
90.00
51,116.00
59,224.00
ENGINEERING FEES
S 12005JOD11054i098 43rd Avenue et Mein Rebef Cana92O15101 AdmintPmposaislproposal 03.1315,x15
59.224.00
SIMMONS( SITE
ENGINEERING 1 PLANNING 1 CONSULTING 1 SINCE 1982
PROFESSIONAL SERVICES AGREEMENT ADDENDUM
This Professional Services Agreement Addendum made and entered into this 30th day of
March, 2015, authorizes changes to the Professional Services Agreement made and by
and between:
CONSULTANT: Simmons & White, Inc.
CLIENT: ARCADIS US, Inc.
for PROJECT: SR 60 at 43rd Avenue Signalization
L CHANGES TO SCOPE OF SERVICES AND DELIVERABLES:
CONSULTANT shall perform the following task:
To update signalization plans to meet current FDOT and Indian River
County signalization criteria, including re -analysis of existing and proposed
mast arms with MastArm v5.03 and a site visit to verify existing conditions
from original design are still valid.
II. CHANGES TO SCHEDULE:
N/A
III. CHANGES TO COMPENSATION:
Lump Sum = $2,268.41
IV. TERMS AND CONDITIONS:
Except as specifically stated herein, all other Terms and Conditions of our
existing Professional Services Agreement dated May 4, 2011 will remain in
full force and effect.
Simmons & White, Inc
2581 Metrocentre Boulevard Suite 3 West Palm Beach Florida 33407
T: 561.478.7848 F: 561.478.3738 www.simmonsandwhite.com
Certificate of Authorization Number 3452
Mr. Hank Deibel, P.E.
March 30, 2015 — Page 2
V. ACCEPTANCE:
As to CLIENT As to CONSULTANT
ARCADIS US, Inc. Simmons & Whit
Mr. Hank Deibel, P.E.
sa x:/docs/miscttr/Rennebaum/15002.deibelsr60signal
R• • Rennebaum, P.E.
resident
HIGHWAY PAGE 1 OF 4
HIGHWAY TASK LIST
4
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COMMENTS
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updated Mast Arm version I
Signalization Analysis Technical Subtotal I 10
TOTAL
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HIGHWAY PAGE 2OF4_
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our role is to answer comments
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TOTAL
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ICOMMENTS
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TECHNO ENGINEERING, INC.
1207 General Pointe Trace
Palm Beach Gardens, FL 33418
DESIGN FEE PROPOSAL
April 8, 2015
Henry Deibel, PE Associate Vice President
ARCADIS U.S., Inc.
2081 Vista Parkway, Suite 305 I West Palm Beach, FL 33411
T: 561 697 7075
Office: (561) 627-8112
Mobile: (561) 459-7406
techno_inc@bellsouth.net
PE# 46666
SUBJECT: State Road 60 & 43rd Avenue
SCOPE OF WORK: Update ROADWAY LIGHTING PLANS FOR SR 60 & 43 RD AVENUE dated 1/2011 to conform to
the current FDOT design standards and to revise the plans for 43rd Avenue south of SR 60 to match new roadway
width.
Provide PDF files of electrical engineering design documents.
Provide complete signed and sealed contract documents for permitting.
EXCLUSIONS:
Construction Administration Services such as Site Inspections, Certification of Project Lighting and As -Built Drawings.
These services will be available for additional fees at the rate of $125.00/Hr.
We propose that our design services be provided for a lump sum of $10,750.00 payable as follows:
1) 90% payment is due when 100% Design Documents are issued for permit.
2) The balance of payment shall be made completion of project.
You can mail or scan and email a signed copy of this proposal to our office for us to proceed with project.
Sincerely,
TECHNO ENGINEERING, INC.
David, Moslemian, P.E., V.P.
Project Engineer
This proposal has been approved and accepted by:
Name:
ARCADIS U.S., Inc.
Title: Date:
Page 1 of 1
Mr. Hank Deibel, PE
Arcadis U.S. Inc
2081 Vista Parkway, Suite 305
West Palm Beach, FL 33411
April 8, 2015
Dear Hank:
Thank you for the opportunity to provide additional services for State Road
60 and 43rd Avenue.
This proposal includes the following services:
• Site visit to verify existing trees indicated on plans for removal and
revision of plans to reflect current conditions.
• Update landscape plans according to latest FDOT standards and
reformat plant list to FDOT schedule.
• Review landscape plans to reflect current FDOT practices.
Our fee for the above will be $4,000.00
Best regards,
g,J
A4,,,/
Connie Roy -Fisher
P.O. Box 420 • Jupiter, FL 33468 • Phone: 561.747.3462 • Fax: 561.747.0281 • www.studio-sprout.com
uerra
tirt t R l D A
tuorfoQaWI KisR% *IMAM TESTING MSPIL110.4 5E11%.35
April 10, 2015
ARCADIS
2081 Vista Parkway, Suite 200
West Palm Beach, FL 33411
Attn: Mr. Hank Deibel, Jr. P.E.
Re: Proposal for Geotechnical Services
Proposed Pond at 43rd Avenue
Vero Beach, Florida
TSF Proposal No.: 1504-164
Dear Hank:
As requested, TIERRA SOUTH FLORIDA, INC. (TSF) is pleased to submit this proposal for the
above -referenced project. The proposal is based on an email dated April 7, 2015. This proposal
includes an outline of our proposed scope of work, an estimate of the total fees, and our anticipated
schedule for completion of the work.
PROPOSED SCOPE OF WORK
We understand the proposed pond will measure about 1.3 acres, and will be excavated to a depth of
about 10 feet below existing grades. We propose to drill five (5) Standard Penetration Test (SPT)
borings to a depth of 25 feet below existing grade.
Boring locations will be approximately located in the field by our personnel by measuring distances
with a tape from known reference points. Elevations at boring locations can be interpreted from
topographic plans if furnished by others.
Prior to drilling at the project site, TSF will notify the local utility companies and request that
underground utilities be marked. Our experience, however, is that the utility companies will not
mark privately owned utilities. Our proposal assumes that private utility lines will be located in the
field by others prior to mobilization of the drill rig.
Upon completion of the field exploration, laboratory testing will be performed on selected samples.
A geotechnical engineer will evaluate the results of all drilling and laboratory testing. A report will
be issued that contains the exploration data.
2765 VISTA PARKWAY, SUITE 10 • WEST PALM BEACH, FLORIDA 33411
(561) 687-8539 FAX (561) 687-8570
State of Fforido Professional Engineers License #28073
ARCADIS 2
TSF Proposal No. 1504-164
ESTIMATED FEES
It is proposed that the fee for the performance of the services outlined above be determined on a unit
price basis in accordance with the attached Fee Schedule and that the work be performed pursuant to
TSF's General Conditions enclosed herewith and incorporated into this proposal. Our estimated fee
will be $5,447.50.
Our estimate covers the work needed to present our findings in a report. Not included are reviews of
drawings, preparation of construction specifications, special conferences and any other work
requested after submittal of our report.
SCHEDULE AND AUTHORIZATION
TSF will proceed with the work after receipt of a signed copy of this proposal. With our present
schedule, we can commence work within several days of project approval (weather permitting and
permit approval). The fieldwork will take about one to two days to complete. The report can be
submitted about two weeks after completion of the field exploration, depending on the extent of the
laboratory -testing program.
We at TSF appreciate the opportunity to submit this proposal and look forward to working with you
on this project. If you should have any questions concerning our proposal, please contact our office.
Resp • ctfully submitted,
TI: ' ' SOUTH FLORIDA, INC.
F ancois Th s as, P.E.
P 'ncipal Eng eer
Attachments: 1. Fee Estimate
AUTHORIZED BY:
INVOICE TO:
Name:
Firm:
Title:
Name:
Date:
Address:
TIERRA SOUTH FLORIDA, INC.
Unit # of Units Unit Price Total
1. FIELD INVESTIGATION
Mobilization of Men and Equipment
Truck -Mounted Equipment Trip 1 $ 350.00 $ 350.00
SPT Borings 0 - 50 ft depth L.F. 125 $ 12.00 $ 1,500.00
SPT Borings 50 - 100 ft depth L.F. 0 $ 14.00 $ 0.00
Grout Boreholes 0 - 50 ft depth L.F. 125 $ 5.50 $ 687.50
Grout Boreholes 50 - 100 ft depth L.F. 0 $ 6.50 $ 0.00
Casing Allowance 0 - 50 ft depth L.F. 125 $ 7.00 $ 875.00
Casing Allowance 50 -100 ft depth L.F. 0 $ 9.00 $ 0.00
Borehole Permeability Test Each 0 $ 275.00 $ 0.00
II. LABORATORY TESTING
Visual Examination by Staff Engineer Hour 2 $ 85.00 $ 170.00
Natural Moisture Content Tests Test 4 $ 10.00 $ 40.00
Grain -Size Analysis - Full Gradation Test 2 $ 60.00 $ 120.00
Corrosion Test Test 0 $ 185.00 $ 0.00
Organic Content Tests Test 3 $ 45.00 $ 135.00
1I1. FIELD ENGINEERING AND TECHNICAL SERVICES
Site Recon./Utility Coordination
Sr. Engineering Technician Hour 6 $ 65.00 $ 390.00
IIIA. ENGINEERING AND TECHNICAL SERVICES
Principal Engineer Hour 0 $ 145.00 $ 0.00
Senior Geotechnical Engineer Hour 2 $ 125.00 $ 250.00
Project Engineer Hour 6 $ 115.00 $ 690.00
Draftperson Hour 4 $ 60.00 $ 240.00
TOTAL FEE FOR GEOTECHNICAL SERVICES $ 5,447.50