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INDIAN RIVER COUNTY
Civil Engineering and Land Surveying for Intersection
Improvements at 58th Avenue and State Road 60
AMENDMENT NO . 2 TO THE PROFESSIONAL ENGINEERING/LAND SURVEYING
SERVICES AGREEMENT BETWEEN KIMLEY-HORN AND ASSOCIATES , INC. AND
INDIAN RIVER COUNTY, FLORIDA.
This is an amendment to the existing Engineering/Land Surveying Services Agreement
(AGREEMENT) dated February 22nd, 2005 between Kimley-Horn and Associates , Inc .
(ENGINEER) and Indian River County (COUNTY) . This amendment addresses changes in
Section III - Scope of Services " , " Section V - Compensation " and " Section XVI — Duration of
Agreement " of the AGREEMENT .
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 a supplemental design survey and
final roadway improvement plans at the 58th Avenue/ State Road 60 intersection in
unincorporated Indian River County, Florida. The roadway improvements identified by
the COUNTY consist of the following :
The COUNTY desires to expand the State Road 60/ 58th Avenue intersection to
incorporate additional turn lanes and through lanes . The expanded intersection will
consist of an additional northbound left turn lane, northbound and southbound
through lanes, northbound and southbound dedicated right turn lanes, additional
eastbound and westbound left turn lanes and dedicated eastbound and westbound
right turn lanes . The additional northbound and southbound through lanes will extend
from College Lane to 26th Street along 58th Avenue . No roadway improvements
along 58th Avenue north of the 26th Street intersection are being contemplated within
this scope of services .
Based upon the proposed limits and improvements described above the total project
length is 6 , 600 linear feet or 1 . 3 miles .
" SECTION III — SCOPE OF SERVICES " is being modified to incorporate the following :
B . Design Survey
The ENGINEER shall provide design survey services necessary to support and
Indian River County, Amendment No . 2
58th Avenue and State Road 60
Intersection Improvements
facilitate contemplated design and permitting activities associated with this
project . This task will consist of the preparation of digital base map topographic
surveys in accordance with the intent of the Florida Minimum Technical
Standards set forth by the Florida Board of Professional Land Surveyors in
Chapter 61 G17 - 6 , Florida Administrative Code, pursuant to Section 472 . 027 ,
Florida Statutes .
3 , The DESIGN LIMITS shall be extended on 58th Avenue from a point on
58th Avenue that is 1500 feet north of State Road 60 to a point 200 feet
north of 26th Street . The DESIGN LIMITS will also include 26th Street
200 feet east and west of 58th Avenue.
The COUNTY presently owns two parcels located along the west side of
58th Avenue between State Road 60 and 26th Street . Topographic and
boundary surveys will be conducted on these parcels .
The survey will include the location of above ground improvements and
trees 6 " diameter and greater at breast height, lying within the right of way
of 58th Avenue, State Road 60 and College Lane . Surface evidence of
underground utilities will be located . Cross- section elevations will be
obtained at 100 ' intervals and extend across the right of way and a
minimum of 50 ' outside the right of way. In addition to topographic
features lying within 50 ' of the existing right-of-way, existing building
corners that are within 100 ' of the existing right-of-way will be
documented. Drainage structures will be located and rim/invert elevations
obtained . If a structure is inaccessible or the drainage pipes are recessed,
an elevation on the bottom of the structure will determined. The parcels
lying adjacent to the survey limits will be plotted on the digital base map
by utilizing the Indian River County Property Appraiser ' s maps only and
their location will not be verified by independent survey.
B1 . Right-of-Way Survey
The Right-of-Way SURVEY LIMITS shall begin at the south right of way line of
College Lane and continue northerly on 58th Avenue to a point that is 100 ' north
of 26th Street . That portion of 26th Street that lies within 200 ' of the centerline of
58th Avenue is also included in this limit .
The scope of services consists of the preparation of a Special Purpose Survey
delineating the right of way lines for that portion of 58th Avenue lying between
College Lane and 26th Street. The Special Purpose Survey will be prepared in
accordance with the County Right of Way Map Checklist (attached hereto as
Exhibit "A") and Chapter 177 & Chapter 472 Florida Statutes and Chapter 61G17
(Florida Minimum Technical Standards) as set forth for these types of surveys .
The Murphy Act Reservation lines as provided by Indian River County will be
graphically depicted on the Right of Way Map . Coordination with Capital
Projects and planning for any new or proposed right of way acquisitions will
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Indian River County, Amendment No . 2
58`h Avenue and State Road 60
Intersection Improvements
occur as part of the 60 % County review . Revisions to the survey due to new or
proposed right of way acquisitions will be made one ( 1 ) time, immediately after
the 60% County review .
C . Roadway Plans
The preliminary roadway improvement plans , submitted October 2005 , will be developed
into final construction documents suitable for project implementation .
Roadway plans shall be prepared to include : plotting of survey data; establishment of
profile grades ; key map; plan and profile sheets (including geometric calculations) ;
typical section sheets; summary of quantities; summary of drainage structures ; cross-
section sheets at 100 ' intervals (including earthwork computations) ; signing and
pavement marking plans ; and other detail sheets necessary to convey the intent of the
scope of services outlined herein . All plans shall be prepared in the English units .
The Roadway plans will be submitted to the COUNTY for review at the 60% , 90% and
100 % plan completion .
F . Landscaping
Upon County approval of the schematic design drawings, the ENGINEER shall
prepare landscape planting plans and hardscape improvement plans for the project
area. These drawings will address the following specific design areas :
• Specialty paving at various locations as designated during Schematic
Design
• Landscape Plantings in medians and along roadway edges
• Other site furnishings and fixtures that may be defined during
Schematic Design
• Pedestrian scale lighting as may be defined during Schematic Design
• Retaining walls or other landscape features either required or desired
along the corridor
The landscape and hardscape plans will be prepared and submitted at the required
stages concurrent with the roadway plans .
1 . Irrigation Plans
The ENGINEER will prepare construction level irrigation plans for the
project which will include only those areas that the COUNTY is obligated
to maintain. Revisions to irrigation systems on adjacent private property
are not a part of this scope. The irrigation construction plans will be
prepared in conjunction with the 90% and 100% plans submittal .
H . Signalization Design
The Traffic Signal Design services will include the preparation of plans and
specifications necessary for the construction and implementation of the traffic
Page 3 of 7
Indian River County, Amendment No . 2
58th Avenue and State Road 60
Intersection Improvements
signal improvements at three intersections . The intersections that the COUNTY
desires to design mast-arm signalization improvements are as follows :
• College Lane / 58th Avenue
• State Road 60/ 58th Avenue
• 26th Street/ 58th Avenue
The signal design will include improvements to the controller and controller
peripherals, phasing and initial timings, cabinet location, electrical service,
detector amplifiers, loops and lead-ins, conduit, cabling, pulling boxes , vehicular
signal displays, and pedestrian displays and detector stations , if appropriate . The
plans will also show the overhead signing, ground signing, and pavement marking
modifications associated with the signal alteration. The plans will be furnished in
reproducible form on half size sheets drawn to a scale of 1 " = 40 ' , and will
include topography, known utilities (above and below ground) , rights-of-way,
design of proposed improvements, general notes , pole schedule, and any special
detail sheets required. Construction Plans will be prepared in CADD format
utilizing 11 " x 17 " plan sheets .
The ENGINEER will prepare and submit the Signalization Plans package to meet
County requirements . As part of the Plans package, the ENGINEER will design
the structural details and perform pole and foundation structural calculations for
the mast arm configurations to be included on the project. The ENGINEER will
submit the structural designs in FDOT format as part of the Signal Plan
submittals .
I.
Geotechnical Investigation
To aid in the roadway, stormwater management facilities and signalization
foundation designs an outline for the proposed geotechnical services provided by
our sub -consultant DE&T, Inc . in connection with the project ' s design is shown
below .
1 . Conduct visual reconnaissance along the proposed roadway corridors .
Include photographic record of typical , key, or anomalous site features
noted during the reconnaissance . Review aerial photographs, information
form the Soil Survey of Indian River County, Florida, and any
geotechnical data furnished by the COUNTY. The Geotechnical
Subconsultant may rely upon information furnished by the COUNTY
without independent review and verification.
2 . Perform (6) , 30-foot deep Standard Penetration Test (SPT) borings to
determine soil parameters (i . e . , unit weight, friction angle and cohesion) ,
an estimated wet season water table level and recommendations for drilled
shaft construction for use in design of drilled shaft foundations .
Page 4 of 7
Indian River County, Amendment No . 2
58th Avenue and State Road 60
Intersection Improvements
3 . Perform (2) , 30- foot deep Standard Penetration Test ( SPT) borings to
determine soil parameters of in- situ materials in the proposed stormwater
management facilities to determine potential for material to be utilized as
roadway embankment . Measure and record depth to groundwater upon
completion of each boring and one hour thereafter and log the date and
time of measurements .
4 . Note any rubbish, trash, debris or auger refusal, if encountered . Also note
any contamination with petrochemicals evident visually or through odor or
the soils encountered . If petrochemicals are encountered, notify the
COUNTY immediately. Appropriately backfill all borings after recording
ground water levels . Work shall be done at times that will minimize
traffic disruptions (avoid AM and PM peak traffic hours) . Provide
appropriate lighting and safety traffic control devices such as flashing
message/arrow boards during the work. Coordinate with utilities prior to
start of coring activities .
5 . The typical Geotechnical Report will include :
• Discussion of site regional geologic or physiographic setting .
• Discussion of general and specific subsurface conditions
encountered by the exploration.
• Discussion of any adverse soil conditions (such as muck, high
plasticity clays, etc . ) encountered during the exploration . Include
recommendations for remedial actions (removal , stabilization, etc . )
for any adverse conditions found.
• Discussion of any petroleum or other hazardous contamination
encountered by the borings . Identify and map locations of concern
based on the reconnaissance .
• Provide boring profile reports .
• Recommendations for additional study, if appropriate
Prior to commencing with the Geotechnical Investigation, previous investigations
at the College Lane/ 58th Avenue and State Road 60/ 58th Avenue intersections
will be reviewed to determine if existing data can be utilized as it relates to mast-
arm foundation designs . Deliverables shall consist of six (6) copies of the
Geotechnical Report with soil boring records , test results, photographs and similar
data, summary of testing program and recommendations ; soil boring plan for
incorporation into the roadway plan package .
Page 5 of 7
Indian River County, Amendment No . 2
58`h Avenue and State Road 60
Intersection Improvements
" 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 fees inclusive of expenses in accordance with the following :
A. Professional Services Fee
The basic compensation mutually agreed upon by the ENGINEER and the
COUNTY is as follows :
Task Labor Fee
Lump Sum Components
Right-of-Way Survey and Mapping $ 35 , 000
Design Topographic Survey $ 19 , 000
Roadway Design $ 1205000
Stormwater Design and Permitting $ 629225
Landscape Plan $ 34 , 900
Stormwater Pollution Prevention Plan $ 14,450
Signalization Design $45 , 000
Hourly Not-to-Exceed Tasks
Cure Plan Alterations/ Assistance $20, 000
Geotechnical Investigation $ 169000
" SECTION XVI — DURATION OF AGREEMENT " is being modified to incorporate the
following :
The time for completion of the above described scope of services detailed in this
amendment will be fifteen ( 15 ) months following the notice to proceed from the
COUNTY.
Page 6 of 7
Indian River County, Amendment No . 2
58`h Avenue and State Road 60
Intersection Improvements
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 . 2 to the AGREEMENT regardless of where executed, shall be governed
by and construed by the laws of the State of Florida.
In witness whereof the parties have executed this Amendment this 15th day of
November , 2005 .
KIMLEY-HORN AND ASSOCIATES , INC . INDIAN RIVER COUNTY, FLORIDA
6012 1 ST STREET #400 Board of County Commissioners
VERO BEACH,
By : By :
ri Good Tho mas- S` e
u , Chairman
Ass fate Bpard of Co nty •C`o�nmissioners
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In
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Attest : Attest . .
Deputy Cl ` of the Court
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Aest : Accepted .
Cou ty Administrator
Approved as Form a d Leg of ie
County Attorney
Approved Date
Administration
Bud et
Legal
v
Risk Mana ement
Public Works
Capital Projects l � p
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Page 7 of 7
EXHIBIT "A"
INDIAN RIVER COUNTY
RIGHT OF WAY MAP CHECKLIST
All Right-of--way projects shall adhere to Chapter 177 & 472 , F. S . and
Chapter 61G17, F.A. C . as minimum and be certified as such .
1 . Cover sheet/Key sheet .
2 . Survey notes and report sheet (As applicable)
3 . Survey Control sheet (As applicable and or necessary)
4 . Subsequent R/W map sheets .
5 . Supply a Box or area for county acceptance and/or certification .
6 . Title Box of each sheet must contain :
a. County
b . State Road Number
c . Designed, drawn and checked by (use names or initials) & date
d . Scale
e . Field Book References
f. Sheet Numbers to be in numerical order ( 1 , 2 , 3 , 4, etc . ) NOT ( 1 , lA, 1B ,
2 , etc . )
7 . Any notes necessary to set out the type and/or purpose of the map shall be shown.
8 . Show pertinent dimensions and bearings in the following fashion as the case may
be :
a. Plat — (P)
b . Computed — (C)
c . Field — (F)
d. Deed (D)
9 . Table of Ownerships shall show :
a. Parcel Number
b . Owners Name
c . Recording Data
10 . Show stations and offsets to all Right of Way Breaks .
11 . Show monumented baselines and all references thereto .
12 . Verify that computed distances and bearings are supported by field
measurements .
13 . Verify and monument significant elements of Baseline alignment shown .
(i . e. curves , bearings and P . I. Stations)
14 . Ensure that significant elements of all curves are shown and are correct . Also
show curve data on all sheets where they appear.
15 . Begin and End R/W Project with Stations .
16 . Stationing in field minimum 500 ' beyond beginning and ending of project.
17 . Baseline (equate to intersecting State or County Jobs by Station and job number
when available) as available .
18 . Projects shall be in NAD83 /90 State plane coordinate system and bearings
reference shall be shown and must be clearly stated . Values shall be place on key
baseline monumentation .
19 . County/State lines
20 . Section
21 . Township
22 . Range
23 . Government Lots, Grants , etc .
24 . Sections and '/4 Sections (lines & corners) . Certified Corner reports of all
Section/ 1 /4 corners used in the course of survey shall be completed and/or
updated .
25 . City Limits by Name & Symbol ; Name of City, if job entirely within city limits
but does not cross-city limits .
26 . Land and Subdivision Ties (angles and/or, bearings & distances)
27 . Subdivision name and limits
28 . Plat Book and page (County)
29 . Lots and Blocks (key map — blocks only)
30 . Lot and Street dimensions (plat) .
31 . Show all original plat and R/W lines of record, if different from present time , with
dashed lines
32 . Show names of subdivision streets , plat book and page recording — also , show Lot
and Block number and Dimensions , Exceptions, Easements , and Vacated
portions .
33 . When property lines break the Right of Way on curve, show tangent bearings or
chord bearings .
34 . Show any replat of a subdivision — show old subdivision when necessary to clear
up former acquisition or old title references — use system of dashed lines , dotted
figures , etc . , with ties shown and name and plat book reference indicated
35 . Stations and Angle Ties to Existing Side Streets as surveyed and/or calculated
(where applicable)
36 . Show field located P . R. M . /major property corner or parcel ties by station/offset
to baseline/control line .
37 . Current Street Names
38 . Any buildings within 25 feet of proposed R/W line shall be dimensioned to R/W
line. If proposed R/W line is unknown, obtain buildings within +/- 100 ' of
existing R/W. Locations of buildings and large structures can be obtained from
field and/or photographic / planimetric methods , note shall be placed on plan as to
origin .
39 . Show and identify all easements on Detail Maps by width, use and ownership
(where applicable) .
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