HomeMy WebLinkAbout2013-063o3f19/t3
INTERSECTION IMPROVEMENTS AT g � �
CR -510 AND US HIGHWAY 1 � d /3 "i��3
AMENDMENT NO. S TO THE PROFESSIONAL CIVIL ENGINEERING
GEOTECHNICAL ENGINEERING &LAND SURVEYING SERVICES AGREEMENT
BETWEEN McMAHON ASSOCIATES, INC. &INDIAN RIVER COUNTY, FLORIDA
This is an amendment to the existing Professional Civil Engineering, Geotechnical Engineering and Land
Surveying Services Agreement (AGREEMENT) dated May 17, 2005, between McMahon Associates, Inc.
(ENGINEER) and Indian River County (COUNTY). This amendment addresses changes in "Section I —Project
Limits and Description", "Section III —Scope of Services", "Section IV —Time for Completion," and "Section V —
Compensation," of this AGREEMENT.
KSECTION I -PROJECT LIMITS AND DESCRIPTION" is being modified to incorporate the following:
Consultant services are required for the preparation of supplemental design surveys, roadway design plans
with the design of improvements within revised contract limits of the intersection of 5R-5/US-1 and CR -510
(Wabasso Road), in Indian River County, Florida, as last amended on August 12, 2008. The supplemental roadway
improvements consist of the following:
"SECTION III —SCOPE OF SERVICES" is being modified to incorporate the following:
The ENGINEER agrees to perform professional design and related services in connection with the project,
as required and set forth in the following:
B. Design Surveys
The ENGINEER shall .provide supplemental design survey services necessary to support and
facilitate contemplated design and permitting activities associated with this supplemental portion
of the project.
1. Additional survey is also required to support the relocated Pond 7, on the Graves Brothers
property. Horizontal and vertical control will be extended to acquire the necessary
topography and elevation data needed to support the redesign and relocation of this pond.
The effordfee for the above tasks will be contained .under the Lump Sum Components of the Design
Survey, in "Section V —Compensation."
C 1. Geotechnical Investigation
The ENGINEER had previously completed and submitted the Soils Conditions Survey for the
project. The supplemental work that is required to address this agreement is related to
modified/relocated pond sites. The related pond in question is Pond 7, located on the Graves
Brothers property, north of CR-510/SR-510 intersection, and west of SR-5/LTS-1, in the
approximate northeast quadrant of the existing. Graves Brother property. Additional geotechnical
investigations will be required in this area, to assist the drainage engineer with design parameters
for the modified/relocated Pond 7.
This effort/fee will be listed under the Lump Sum Components of Geotechnical Investigation, in "Section
V —Compensation."
D. Roadway Desi Tans
15. The ENGINEER shall modify the plans, as requested by the COUNTY,, in meeting January 3,
2013, to include the topographic and drainage features, as stipulated in B. Design Surveys, of
this herein Supplemental Agreement, and including DTM data, as well as incorporating the
Florida Department of Transportation (FDOT) SR -510 Construction Plans, Financial Project
ID# 427022-1-523-01 [begin project, immediately west of SR-5/IJS-1, and extending
approximately 2,743 feet east, to the vicinity of the Intracoastal Waterway Bridge (#880052)].
The following information, enumerates this detail:
a. Additional Survey/Desien Plans Incorporation
The ENGINEER shall incorporate in the plans any updates, as noted above, and in
particular, the revisions to the areas of the revised plan limits, and the incorporation
of the FDOT SR -510 Construction Plans, with Financial Project ID# 427022=1-523-
01.
b. Construction Plan Revisions
As part of the construction plan revisions, due to the revised limit of the project, at
its western termini, in the vicinity of 55`s Avenue, the following plan sheets/elements
will require revisions:
• Title Sheet
• Typical Section Sheets
o Revise for station limits
o Add atwo-lane transition for NEW beginning of project
• Summary of Quantity Sheets
• Summary of Drainage Structure Sheets
_ _ __
• General IN Sheets
• Plan/Profile Sheets
• Miscellaneous Details/Roadway Cross -Sections
• Modified/Relocated Pond 7 Sheets, including conveyance
• Drainage Structure Cross -Section Sheets
• Storm Water Pollution Prevention Plans
• Traffic Control Plans
• Utility Verification Sheets
• Component Plans
o Signing and Marking Plans
o Signalization Plans
o Landscape Plans
o Utility Improvement Plans
16. The ENGINEER shall modify the plans, as requested by the COUNTY, to provide a 4 -lane
roadway to 2 -lane roadway transition, at the NEW revised western project termini, in the
vicinity of the 55th Avenue intersection.
17. The ENGINEER shall modify the plans, as requested by the COUNTY, to address
supplemental storm water design. The revisions required are to address the storm water
drainage design and plan/profile revisions to develop a NEW western termini, in the vicinity
of 55th Avenue.
The effort/fee for these tasks will be contained in the Lump Sum Components of the Roadway Design, in
"Section V —Compensation."
Additional effort is also required by the ENGINEER to re -do the plans, profiles, and cross-sections, and
project related retention ponds. Any work associated with the retention ponds, are enumerated below.
M. Retention Pond Desiean and Overall Project Storm Water Management Report
This herein supplemental agreement will address two (2) sites, Pond 2, and Pond 7. The revisions
to the overall project Storm Water Management report will also be incorporated with this work.
1. Pond 2, will basically remain the same, and will reflect the design to incorporate the ultimate
needs of CR -510. The revisions will consider storm water piping and inlets in the general
azea, and in consideration of the 4 -lane to 2 -lane roadway transition. The ENGINEER will
evaluate retaining, as best as possible, the location of inlets and manholes, .and also address
overland flows from private property and driveway access, as these features may have an
impact on drainage facilities.
2. Pond 7, is located on the Graves Brothers property. The current location, as previously
designed, needs to be relocated, in a fashion, which meets, as best as possible, the location, as
preferred by the land owner, and his engineer. The ENGINEER has been provided a Concept
Plan, from Schulke, Bittle & Stoddazd, LLC, entitled Conceptual Plan for Graves Brothers
Wabasso Crossing, not dated. This plan depicts a storm water retention pond in the northeast
quadrant of the property. The ENGINEER will re-evaluate the drainage patterns, and the
roadway design, and develop a modified design for Pond 7, to best meets the needs of the
COUNTY, and consistent with the CR -510 design/plans. The overall intent is to still
maintain its proposed outfall.
3. The overall project storm water management report will be updated to reflect: 1) the NEW
western termini of CR -510, and 2) any modifications to the storm water management plans
for the project, and including the proposed number of storm water retention ponds. The
ENGINEER will use this overall report to coordinate with the governing agencies for Storm
Water Management Control, and as required the FDOT, for -their respective portions of
interest to this project.
This effort/fee will be contained under the Lump Sum Components of Roadway Design, in "Section V -
Compensation."
N. Maintenance of Traffic (MOTZ,PIans
MOT plans aze required for the revised project conditions. The existing MOT plans will be
revised to reflect the NEW western termini and the proposed patterns of traffic control, which will
be required to address the 4 -lane to 2 -lane transition, and its impacts, immediately at the
intersection of 55`'' Avenue.
In addition, and to address the level and complexities of multiple phasing/sequencing of the MOT,
the ENGINEER will address additional details associated with the required plans. These details
included embankment adjustments to minimize lane restrictions, temporary fill, and temporary
roadways, and associated temporary pavement markings and signing.
This effortlfee for this task will be contained under the Lump Sum Components for, and included in
Roadway Design, in "Section V —Compensation."
O. Components of Contract Plans Set
Several contract plan sets will require revisions, within the overall Construction Plan set for CR-
S 10 project. The revisions are primarily related to the NEW western project termini, and the
incorporation of the FDOT SR -510 Improvement Plans. The following sets of plans will be
addressed:
• Signing and Pavement Marking Design/Plans
o Address NEW western termini
o Address incorporation of FDOT SR -510 plans
• Traffic Signal Design/Plans
o Address NEW western termini, and eliminate 58`s Avenue
o Address incorporation of FDOT SR -510 Plans
o Address eliminating Bristol Bay Signal Plan (at this time not
warranted)
o Address Interconnect Plans (evaluate infrastructure and future use for
terminal signal connections)
• Landscape Plans (Subconsultant)
o Address NEW western termini
• Lighting Design/Plans (Subconsultant) — NO CHANGES required.
• Utility Design/Improvement Plans (Subconsultant)
o Address NEW western termini
This effort/fee for these tasks will be contained under the Lump Sum Components for the corresponding
plan sets, as listed above, in "Section V —Compensation."
P. Project Coordination/Meetings/Administration
During the course of the project, the ENGINEER is required to coordinate with the COUNTY, and
external agencies, whom may be involved in permitting, such as Drainage Districts, and the
Florida Department of Transportation (FDOT). This coordination is in the form of
correspondence, including electronic mail, telephone conferences, meetings, documentation of
meetings and responding to requests, on behalf of the COUNTY, as their representative.
This request is also required due to several significant factors contributing to project management
and coordination related to Right -of --Way, property owner coordination with COUNTY
staff/departments, and project related meetings, whether it is with agencies, the COUNTY, or
other. The coordination with property owners may include correspondence, evaluating requests
from property owners' Engineers, meeting with property owners and providing specific
information to assist in the evaluation of project impacts.
This time does not include any coordination with the COUNTY, as related to utility owner's
designs and their associated work and work schedules, which may be required to support the
construction permit, except as noted above. Time is included in this task for overall utility
coordination, meeting attendance and correspondence associated with this effort. All utility
coordination, beyond what is stipulated herein, is the responsibility of the COUNTY.
For purposes of this agreement, we make the following assumptions, in order to develop an
approximate estimate:
• Five (5) meetings with FDOT —
o Pre -Application meeting (1 meeting).
o Assume up to 4 meetings with interior departments of the FDOT to
expedite, and respond to particular Permit review matters.
• Three (3) meetings with COUNTY (which may include utility meetings)
• Assume overall Project Management and coordination with the COUNTY,
over a 12 month period. This coordination may be related to right -of --way
matters, utility matters, construction matters, or for general purpose
questions/comments, in normal coordination the COUNTY.
This effort/fee will be contained under the Hourly Rate Components for Project Coordination/
Meetings/Administration, in "Section V —Compensation."
"SECTION IV - TIME FOR COMPLETION" is being modified to incorporate the following:
The time for completion of 100% design drawings, will be approximately six (6) months, and will include
submittal for the project permit. All other associated work, including permit coordination and other associated work
with the scope of services detailed in this amendment (Number 5) may extend up to twenty-four (24) additional
months beyond the timeline established by and between the ENGINEER and the COUNTY, as agreed in previous
Amendment Number 4. The adherence to this schedule is directly associated with, and impacted by the COUNTY
to secure the project right -of --way, secure all utility agreements, as per FDOT requirements, and possible weather
conditions, and/or gaining access to private property, and the FDOT permit process, which is out of the control of
the ENGINEER and COUNTY, as it is related to internal departmental reviews of individual FDOT departments.
Should these herein current supplemental project conditions be altered, the assumed time frame, as well as the
supplemental fee effort, enumerated herein, to complete the 100% plans, will be effected, and will therefore, be
addressed in a separate supplemental amendment, and will require approval by the COUNTY.
"SECTION V —COMPENSATION" is being modified to incorporate the following:
The COUNTY agrees to pay, and the ENGINEER agrees to accept for services rendered pursuant to this
Agreement, and its current amendments, fees in accordance with the following:
A. Professional Services Fee
1. The basic compensation mutually agreed upon by the ENGINEER and the COUNTY is as
follows:
Task
Lump Sum Components
Design Survey
Roadway Design
Signing and Pavement Marking Design
Traffic Signal Design
Permitting
Utility Coordination
Landscape Plans
Lighting Design
Geotechnical Investigation
Right -of --Way Maps
Utility Design (reuse/stub-outs)
MOT Plans
Sub -total
Fee
Amendment 5
$ 2,175.00
$ 45,405.00
$ 3,070.00
$ 1,665.00
$ 0.00
$ 0.00
$ 4,500.00
$ 0.00
$ 1,505.00
$ 0.00
$ 8,030.00
$ 0.00
Fee
Total Contract
$ 120,269.00
$ 432,172.00
$ 60,794.00
$ 42,490.00
$ 38,014.00
$ 15,638.00
$ 32,350.00
$ 17,200.00
$ .52,615.00
$ 84,650.00
$ 73,530.00
$ 53,497.00
$ 66,350.00 $1,023,219.00
Task
Hourly Rate Components
41ane/2 lane Roadway Transition
Geotechnical Investigation
Retention Pond Design
Phosphorus Mitigation
Landscape Details/Maintenance
Utility Location Survey
Utility Soft -dig Location Survey
(drainage design) (83 @ $450)
Utility Soft -dig Location Survey
(reuse/stub-outs) (77 @ $450)
MOT for Utility Soft -dig
(8 set-ups @ $2,000)
MOT for Utility Soft -dig
(6 set-ups @ $2,000 ea)
Special Signal Pole Design
Parcel Sketches & Legal Descriptions
Parcel Sketches & Legal Descriptions @ $600
(original est. at I 1 parcels)
Parcel Staking (10 @ $600.00)
Cure Plans
Pond/Property Site Surveys
Miscellaneous Wetland Delineation
Re -profiling Roadway due to Groundwater
Project Coordination/Meetings/Admin.
Construction Phase Assistance
Sub4total
Grand Totals
Fee Fee
Amendment S Total Contract
$ 0.00 $ 159000.00
$ 0.00 $ 22,760.00
$ 0.00 $ 529542.00
$ 0.00 $ 1,020.00
$ 0.00 $ 69000.00
$ 0.00 $ 129000.00
$ 0.00 $ 37,350.00
349650.00���
$ 0.00 $ 16,000.00
$ 0.00 $ 169000.00
$ 0.00 $ 799500.00
$ 0.00 $ 69600.00
$ 0.00 $ 8,640.00
$ 0.00 $ 329000.00
$ 0.00 $ 271000.00
$ 0.00 $ 0.00
$ 0.00 $ 69270.00
$ 159000.00 $ 15,000.00
$ 0.00 $ 209000.00
$ 15,000.00 $ 420,332.00
$194439551.00
(1) This fee is provided for separately, as funding source is the responsibility of the COUNTY Utility Department.
When submitting invoices, this work effort will be indicated separately.
SECTION XVII -AMENDMENT
All terms and conditions of the Agreement not amended herein remain in full force and effect.
IN WITNESS WHEREOF the parties hereto have executed these presents this �o+-h day of
�;�� {(.
,�-°~"~'�.��::; March , 2013.
-" �, j�Mc1�IiON�1SSOCIATES, INC. INDIAN RIVER COUNTY, FLORIDA
'' ;';5500 �`illage��egard, Suite 103
`,,WEST�'A�"1�'$�CH, FLORIDA 33407
-,. ,-- r r ^ 1�� �� ,,4
,..
By•
''��ER
�, �I HIIN IItltl
Approved
Administrator
,�. Fles�cher, Chairman
of County Commissioners
R. Smith, Clerk of Circuit Court &Comptroller
''`�� � � �
p0
I
By: �
eputy Clerk
F:\FL\04206n\04206N_O1\Admin_MCM\Contract_Info\04206N_OlAmend 5\SofW_IRCRevisions_ModifiedPlanSet_FINAL_030713.docx