MEMORIAL CAUSEWAY BRIDGE REPLACEMENT DESIGN SUPPLEMENTAL AGREEMENT 2
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MEMORIAL CAUSEWAY BRIDGE
REPLACEMENT DESIGN
CITY OF CLEARWATER
SUPPLEMENT AL AGREEMENT NO.2
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, THIS SUPPLEMENTAL AGREEMENT, made and entered into this 1L-- day of
=~ , 1998, by and between the CITY OF CLEARWATER, an
inco orated area m Pmellas County, Flonda, heremafter called the CITY, and HDR
ENGINEERING, INC., 5100 West Kennedy Boulevard, Tampa, Florida 33609, hereinafter called
the ENGINEER.
WITNESSETH:
WHEREAS, the CITY and the ENGINEER heretofore on October 21, 1994, entered into
the original AGREEMENT and on December 20, 1995 entered into SUPLEMENTAL
AGREEMENT NO.1, whereby the CITY retained the ENGINEER to furnish certain services in
connection with SR 60 Memorial Causewav Bride:e Reolacement; and
WHEREAS, Section IX. Additional Engineering Services and paragraph I.B of Exhibit
"BOO of the original AGREEMENT provided a mechanism for the ENGINEER to provide
additional services as authorized by the CITY; and
WHEREAS, the CITY has determined it appropriate for the ENGINEER to perform final
design services for a new bridge, and that the ENGINEER be granted an extension of time and
increased compensation as described below; and
WHEREAS, the CITY Commission by a majority vote on June 18, 1998 approved the
contract and authorized execution of such;
NOW THEREFORE, this Agreement witnesseth that for and in consideration of the
mutual benefits to flow each to the other, the parties agree that the ENGINEER shall perform the
final design services as added in Exhibit A attached hereto and made a part hereof, and that the
ENGINEER shall receive for his services hereunder the increased maximum amount of
$3.791.768.00 dollars.
Except as hereby modified, amended, or changed, all of the terms, conditions, billing
procedures, and other administrative procedures of said Agreement and any supplements and
amendments thereto shall remain in full force and effect.
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(Signature Page for Supplemental Agreement No.2 between the City of
Clearwater and HDR Engineering, Inc. re: the Memorial Causeway Bridge)
IN WITNESS WHEREOF, the parties hereto have caused these presents to be executed,
the day and year fIrst above written.
Countersigned:
Approved as to form and
legal sufficiency:
s~
John C. Carassas
Assistant City Attorney
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ATIEST:
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Jodie . Mutchler, Notary Public
"..", 'r..
..' .6. ~10 JODIE M MUTCHLER
*.* My Co,....;.elon CC560464
"'" ~ Explree Jun 10. 2000
4.. ~
., II' ,\,t:.
CITY OF CLEARWATER, FLORIDA
By:
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Michael J. Roberto
City Manager
Attest:
~~2J.A..~
\ Cynthia rGoudeau .
City Clerk .
HDR ENGINEERING, INe.
By:
fJllL~C)y~
.
Authorized Signature
Name
William H. Wadsworth
Title Sr. Vice President
5100 W. Kennedv Blvd. Suite 300
TamDa. FL 33609-1840
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EXHIBIT A
SCOPE OF SERVICES
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EXHIBIT" A"
SCOPE OF SERVICES
FOR
THE CLEARWATER MEMORIAL CAUSEWAY BRIDGE
FDOT REFERENCE
FPN 257093-1-32-01
FAP BRF-1456(9)
G:\SCOPE\SCP-CLRW.WPD
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EXIDBIT "A"
SCOPE OF SERVICES
FOR
THE CLEARWATER MEMORIAL CAUSEWAY BRIDGE
INDEX
PAGE NO.
I. DESCRIPTION ...................................................... A-I
n. OBJECTIVES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. A-I
III. METRIC APPLICATION ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. A-I
IV. TERMS............................................................ A-I
V. SERVICES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., A-2
A. Survey Services ................................................ A-2
B. Roadway Plans. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. A-7
C. Public and Alternative Transportation Services. . . . . . . . . . . . . . . . . . . . . .. A-II
D. Traffic Control Plans .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... A-II
E. Drainage Services ............................................. A-12
F. Permitting and Environmental Services............................. A-14
G. PD&E Related Services. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., . .. . . .. .. A-23
H. Geotechnical Services .......................................... A-24
I. Structure Plans. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. A-28
J. Signing and Pavement Marking Plans. . . . . . . . . . . . . . . . . . . . ., .. . . . . .. A-31
K. Signalization Plans. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. A-32
L. Lighting Plans ................................................ A-32
M. Right-of-Way Services. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., A-33
N. Utility Services. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. A-39
O. Community Awareness Plan. . ..... ., .... . ... . . . .., .............. A-42
VI. GOVERNING PROVISIONS FOR WORK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. A-42
A. Survey Services ............................................... A-42
B. Roadway Plans. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. A-43
C. Public and Alternate Transportation Services. . . . . . . . . . . . . . . . . . . . . . .. A-43
D. Traffic Control Plans. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., A-43
E. Drainage Services ............................................. A-43
F. Permitting and Environmental Services. . . . . . . . . . . . . . . . . . . . . . . . . . . .. A-43
G. PD&E Related Services. . . . . . . . ., . . . . . . . . . . . . . . . . . . . . . . .,. . . . . .. A-44
H. Geotechnical Services .......................................... A-44
I. Structure Plans. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. A-44
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J. Signing and Pavement Marking Plans. . . . . . . . . . . . . . . . . . . . . . . . . . . . .. A-45
K. Signalization Plans. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. A-45
L. Lighting Plans ................................................ A-45
M. Right-of-Way Maps. . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. A-45
N. Utility Services. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. A-45
O. Community Awareness Plan ..................................... A-46
VII. OPTIONAL SERVICES .............................................. A-46
A. Optional Design Services. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., A-46
B. Optional Post Design Services. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., A-46
VIII. V ALUE ENGINEERING ............................................. A-48
IX. DESIGN DOCUMENT A TION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., A-48
A. Project Design Report .......................................... A-48
B. Design Notes and Computations .................................. A-49
C. Survey Documentation. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. A-50
X. QUALITY CONTROL ............................................... A-50
A. Quality Assurance Reviews . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. A-50
B. Quality Control Plan ........................................... A-51
C. Quality Assurance Records ...................................... A-52
XI. DEP ARTMENT RESPONSffiILITIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. A-52
XU. GENERAL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. A-53
A. Meetings. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., A-53
B. Professional Endorsement ....................................... A-54
C. Plans and Documentation Reproduction ............................ A-55
D. Phase Reviews . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. A-55
E. Cross Section Profile Products. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., A-56
F. Consultant's Schedule of Activities. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. A-56
G. Disposition of Plan Review Comments . . . . . . . . . . . . . . . . . . . . . . . . . . . .. A-56
H. Coordination With Other Consultants ......................... . . . .. A-56
I. Construction Cost Estimates and C.E.S. Quantities ................... A-57
J. Technical Special Provisions/Specification Package. . . . . . . . . . . . . . . . . ., A-57
K. Americans With Disabilities Act (ADA) . . . . . . . . . . . . . . . . . . . . . . . . . . .. A-57
L. Computer Disk Scanning. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. A-57
XUI. COMPUTER SERVICES ............................................. A-58
XIV. BEGINNING AND LENGTH OF SERVICES........... . . . .., . . . ... . . . .., A-58
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EXIDBIT "A"
SCOPE OF SERVICES
FOR
THE CLEARWATER MEMORIAL CA USEW A Y BRIDGE
I. DESCRIPTION
Consultant services (hereinafter referred to as "Services") are required for the preparation of
construction plans for the replacement of the Clearwater Memorial Causeway Bridge by a
high-level fixed-span bridge connecting Downtown Clearwater to Clearwater Beach and
associated roadway approaches. Total project length is approximately 1.5 kilometers.
Design services are requested to be performed in two phases.
Phase I:
Preliminary Engineering to include survey, geotechnical, bridge development
report, bridge hydraulic report, 15% line and grade, and other preliminary
project analyses.
Phase II:
(Optional)
Complete constructions plans. Notice to Proceed for this phase is contigent
upon the issurance of Location Design Acceptance of the preferred
alternative from the PD&E Study.
ll. OBJECTIVES
The Consultant shall prepare complete construction plans for all phases of construction
within the project limits. Elements of work shall include roadways, traffic control plans,
drainage, environmental permits, environmental mitigation plans, geotechnical, structures,
signing and pavement markings, signalization, lighting, landscaping plans, right-of-way
maps and legal descriptions, utility adjustment plans, cost estimates, quantity computation
booklets, and all other work necessary and incidental to the completion of this project.
All work associated with this project shall be accomplished in accordance with the approved
PD&E study except where newer design standards will govern or as modified herein.
Ill. METRIC APPLICATION
The plans under this agreement shall be prepared in metric units of measure.
IV. TERMS
"CITY" shall refer to the City of Clearwater, Florida.
"CONSULT ANT" shall refer to HDR Engineering, Inc.
"DEPARTMENT" shall refer to the Florida Department of Transportation.
"DISTRICT" shall refer to the Florida Department of Transportation, District 7.
In all cases where the DEPARTMENT or DISTRICT are noted for submittals for review or
coordination, the same review submittals and coordination shall be made to the CITY.
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V. SERVICES
A. Survey Services
1. Design Survey
a. Establish a geodetic baseline control survey on NAD 83 adjustment
of 1990 for the purpose of establishing the alignment of the project
on the Florida Plane Coordinate System and assure an error free or
closed alignment. A Horizontal Control Survey Data Form will be
filled out (Typed and put in .DGN format) on all old and new
control monuments used and the original ( not a copy) submitted
with the books. This alignment should be established by establishing
the tangent lines of existing Department Right of Way maps if such
maps exist, or in the center of dedicated Right of Way as per
subdivision plats, or in the center of the pavement when no Right of
Way map or dedication exists. Note: This Alignment will be
approved by the District Location Surveyor and/or his designee
before being placed on the ground. No other phases of the
Location Survey will be performed until this Alignment has been
approved by the Department, placed on the ground by the
consultant and reviewed in the field by the Department and the
Consultants Surveyor in responsible charge.
b. Tie all major alignment control points to this baseline control and
establish Florida State Plane Coordinates on each respective control
point.
c. Stake and station the centerline of survey at 100 meter intervals on
the proportioned distances between these major control points so the
centerline stations will coincide with the Florida State Plane
Coordinate System.
d. Reference all centerline control points, not to exceed 300 meter
intervals, and set outside of the proposed R/W line.
e. Establish a bench line on N.G.V.D. 1929. A bench mark description
form will be filled out (Typed and put in .DGN format) and
submitted along with the field books for each new bench mark set or
any old bench marks used (bench marks set are to be a concrete
monument with brass disk; the DEPARTMENT will provide the
disks). Bench marks are to be set at 300 meter intervals and outside
of the proposed R/W line.
f. Make a complete topographic survey for the limits of the project by
collecting the required data for the purpose of a D.T.M. Survey with
sufficient density of shots. Shoot all break lines, high and low points.
The coverage will extend 15 meters beyond the proposed R/W line.
Also, 100 meters down all side streets with coverage to 8 meters past
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the side street R/W line. Within the limits of survey include finished
floor elevations of existing structures and existing driveway.
g. Locate underground utilities both vertically and horizontally in
accordance with the DEPARTMENT Plans Preparation Manual
Volume 1, Section 5.4 and with procedure D.M.O. 2166, October 20,
1987.
h. Make drainage survey including pipes locations, size and flow line.
Drainage maps may be generated by utilizing existing topographic
references, such as USGS Quadrangle maps, SWFWMD 1 foot
interval contour maps, etc. However, all prominent features are to be
verified by the CONSULT ANT during actual on-site investigations
or field surveys.
a. Provide surveys for Geotechnical investigations.
J. Provide a bridge data survey in accordance with Chapter 4 of the
Location Survey Manual.
k. A Micro Station (DGN) File showing topography and an acceptable
ASCII or GEOP AK input file showing cross section information will
be provided to the DEPARTMENT, if reference files are attached
include on the disk.
(1) If electronically collected, a field book with setup
documentation along with the "raw" data files will also be
provided to the DEPARTMENT.
(2) If conventionally collected, the field books will also be
provided to the DEPARTMENT.
2. Right-of-Way Control Survey
(Note: The final Alignment, final Section Ties and final Subdivision Ties
will be recorded in the same field book. This will be the only thing in this
field book. All R/W field work will be performed in the field in Metric
units with no English conversion being used. No English Data will be
accepted by the DepartmenL All R/W Survey Data will be recorded in
F.D.O.T. prenumbered field books furnished by the Department. No
R/W Survey Data will be collected in E.F.B. without written approval by
the District Location Surveyor.)
a. Tie section lines, quarter section lines, (and quarter-quarter section
lines when pertinent) to the centerline of survey. All comers will be
found or set in the field with comers properly identified with size and
type and recorded in the field book.
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b. Tie all subdivisions including condominium boundaries, at the
beginning and end, block lines, and street right of way lines to the
centerline of survey. Ties will be made by closed traverse to assure
acceptable closure. All block comers will be found or set in the field
with comers properly identified with size and type and recorded in a
field book. Efforts should be made to identify all vacated streets
within a subdivision, along with the recording data of vacation. It
should be noted that 900 ties from the centerline of the side streets or
radial ties to any comer will not be accepted by the Department. All
ties must be shown as intersecting the centerline with the respective
subdivision lines. When final determination of section lines, quarter
section lines, and subdivision boundaries are achieved, the final
product will be recorded in Department field books. These drawings
in the field books must show the relationship between the
aforementioned boundaries and the centerline of survey. This
relationship can be shown with angles and distances or bearings and
distances. This final product will be the basis for and agree with the
right-of-way control survey map.
c. Consultants may acquire a last deed of record search, if necessary, to
complete the right of way control survey. If the last deed of record
is obtained, it must be delivered to the Department upon completion
of the project.
d. Tie maintained right of way to the centerline where needed and as
directed by the maintaining authority. Have the field books certified
as to Maintenance Limits by the maintaining authority.
e. Make individual property line ties where apparent property line
disputes may occur. If information is available from local surveyors,
submit copies of their surveys.
f. Make tide studies where applicable and tie these lines to the
centerline of surveyor baseline to comply with Florida
Administrative Code Chapter 18-5 F .A.C. Also, tie all ordinary high
water lines to the centerline of surveyor baseline.
g. Make jurisdictional line surveys where applicable and tie to the
centerline of survey.
h. Furnish the Department with legible copies of all tax maps, if
available, subdivision and condominium plats which exist throughout
the project.
I. Furnish the Department with a copy of the certified comer record
which depicts the land corner references.
3. Certified Right-of-Way Control Drawings
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The above field right-of-way survey is to be presented in the format of a
certified drawing on O.61m x 0.91m reproducible film. The Consultant will
certify this drawing as Right-of-Way Control Survey which meets the
Minimum Technical Standards adopted by the Florida Department of
Regulation, Board of Land Surveyors, Chapter 61G17-6 of the Florida
Administrative Code. These survey drawings will be a metric ratio of 1 :5000
for a key map and a metric ratio of 1 :500 for detail sheets or a scale
acceptable to the Department. Unless otherwise directed, the surveyor will
furnish the Department with four (4) signed, sealed and certified copies of the
above maps along with the original reproducible film copy and the CADD
drawing files on disk. All dimensions on certified Right-of-Way Control
drawings are to be Metric except recorded plat data. Recorded plat data will
be shown in the units of the plat.
a. The 1 :5000 certified drawings will depict the following data:
(1) Complete centerline alignment data, including beginning of
survey station, all curve data, bearings on all tangent lines
along the centerline, all intermediate control point stations,
and end of survey station. All control points must be
identified as to type and size of material set at each respective
point.
(2) All section lines, all quarter section lines, (and all quarter-
quarter section lines when pertinent) must be shown with the
station where their intersection with the centerline of survey
occurs, a distance from the nearest corner to centerline, and
bearings and distances between all corners. Type of corner,
either found or set, should be spelled out or identified by a
legend. All ties will be shown to depict a closed traverse to
assure acceptable closure.
(3) A separate sheet depicting all of the centerline control
reference points and reference points for Public Land Survey
corners as per rules of the Department of Transportation
Chapter 14-47.03, along with the type and size of material
used for each respective reference point. This sheet does not
need to be plotted to scale.
(4) Sheet one of the key maps should contain all pertinent general
survey notes and the Certification that the Right-of-Way
Control Survey was made for the purpose of surveying,
referencing, describing and mapping the centerline of survey
and/or baseline for the transportation facility shown and done
under responsible charge and meets the Minimum Technical
Standards of the Board of Land Surveyors 61G 17-6 Florida
Administrative Code pursuant to Florida Statutes Section
472.027. .
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b. The 1:500 Certified Right-of-Way Control drawings in the areas of
subdivisions and or condominiums will depict the following data:
(1) Complete centerline alignment data, including beginning of
survey station, all curve data, bearings on centerline, all
intermediate control point stations, end of survey station. All
control points must be identified as to type and size of
material set at each respective point.
(2) All subdivisions, including condominium boundaries, must be
shown with a station where the centerline and each
subdivision line intersect. A sufficient amount of field ties
must be made in order to establish the original block
boundaries or existing right of way as shown on existing right
of way maps in each subdivision and or condominium. A
distance from centerline to the existing right of way line or
nearest found or set corner and bearings and distances on all
subdivision lines which were intersected with the survey line,
alllot and block numbers, street names, plat book, page, and
name of each subdivision. Each tie made in the field must be
shown on this map. All ties will be shown to depict a closed
traverse to assure acceptable closure.
(3) The complete right-of-way survey along with the certified
drawing will be submitted to the Department for review and
approval 30 days prior to the beginning of the preliminary,
right-of-way map preparation.
4. Computer Mapping
a. All survey maps will be prepared using CADD.
b. A Computer coordinate geometry file showing point numbers with
their (x,y) values and coordinate pair sets representing points and
lines (alignment, blocks, R/W lines, section lines, etc.) respectively,
will accompany all map submittals, all pertinent chains or figures,
(i.e.: Alignment, Baselines, Centerline of Survey, R/W lines,
Subdivision boundaries, etc.) Will be in the form of an abbreviated
chain or figure name followed by a point list defining the chain or
figure.
c. A coordinate control map consisting of all line work with the
respective point number annotation will accompany each CADD map
submittal.
d. CADD map submittal will be in an Micro Station format and
geometry files in an ASCII or other approved format.
5. Aerial Target Control Survey
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a. Aerial Target Control Survey Targets will be set at 100 meter
intervals on center line of survey. Also, target all side streets.
b. Place aerial targets according to Chapter 7 of the Department's
Location Survey Manual for a metric ratio of 1 :500 roadway plans,
and a metric ratio of 1 :2000 drainage maps. Aerial targets not
coincident with the center line of survey must be tied to the center
line of survey by field survey procedures. Vertical control elevations
and Florida State Plane Coordinates will be established on every
target, each target will be used as a turn point. Field notes will show
which survey points have aerial targets, with station ties and offset
distances to the targets by third order traverses.
c. Perform field survey check cross sections to verify the required
accuracy of aerial terrain model. One complete check cross section
per 300 meters of survey is required unless otherwise directed by the
Department. Check section cross sections must be plotted at a metric
ratio of 1 :200 horizontal and a metric ratio of 1: 100 vertical in a plan
(spot elevations) and profile (cross sections) and furnished in a
separate Micro Station Design File.
6. Aerial Photogrammetry and Photography
Furnish all aerial photography, photogrammetry, and related products for the
total project in accordance with F.D.O.T. "Outline Specifications Aerial
Surveys/ Photogrammetry for Transportation Projects" Topic No. 550-020-
002-b.
a. Aerial Photogrammetry
The Digital Topographic Mapping is to be at a metric ratio of 1 :500
with spots, 0.25 meters contours supplemented and adjusted by field
survey and in an Micro Station X,Y,Z design file format. Limits of
compilation, 100 meters left and right of proposed Right of Way
lines. In addition to the digital files, a manuscript of the digital
mapping will be provided to Department.
b. Aerial Photography
Furnish all Photography for metric ratio of 1 :2000 drainage maps.
Provide to the Department all negatives, two complete sets of black
and white .23m by .23m stereo contact prints and five copies of an
overall index sheet for both the metric ratio of 1 :2000 photography
and the metric ratio of 1 :200 photography, the required CADD files
and manuscript.
B. Roadway Plans
Roadway Plans shall be prepared to include, but not limited to: plotting of all survey
data; establishment of profile grades, soil test information, key map, drainage maps,
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plan-profile sheets (including geometric calculations); intersection details, pavement
design reports, typical section sheets, summary of quantities (including computation
booklet), summary of drainage structures, drainage structure detail sheets, stormwater
treatment details, environmental mitigation details (if required), cross-section sheets
(including earthwork computations), traffic control plans, utility adjustment plans,
and other detail sheets necessary to convey the intent of the work required.
The following additional data shall be utilized for the development of the plans:
1. Pavement Design Package
The Consultant will furnish a pavement type Selection Report for
development of the Pavement Design Package. This draft package shall be
presented, along with backup data on soils and traffic loading, with the Phase
I Roadway Plans submittal. The final Pavement Design Package must be
approved by the Department prior to the Phase II Roadway Plans submittal.
2. Typical Section Design Package
The Consultant shall prepare a Typical Section Design Package to be
submitted to the Department for review and approval. This package is to
include the Consultant's typical sections for the project as follows:
- Transmittal Letter
- Location Map(s)
- Data Sheet(s)
- Typical Section(s)
(including bridge and approach roadway sections)
The Typical Section Design Package shall be submitted to the Department for
approval within 15 days after the Notice to Proceed.
3. Typical Sections
Typical sections shall be prepared by the Consultant in accordance with the
criteria outlined in the Final Preliminary Engineering Report for the project.
All sections shall be developed to accommodate the typical section required
for this construction.
a. Mainline shall be a four (4) lane, divided section. The design
centerline typically shall be located as depicted on the conceptual
design plans and as described in the Final Preliminary Engineering
Report.
4. Back of Sidewalk Profiles
The Consultant shall prepare and furnish back of sidewalk/right of way line
profiles, as applicable (i.e. urban construction), for inclusion in the contract
plan set. These sheets shall be prepared in accordance with the current Plans
Preparation Manual and submitted with each phase review. The final sheets
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will remain a part of the construction plans and included with the bid
documents.
5. Horizontal Alignment and Profile Grade (15% Line and Grade)
The Consultant shall develop a (15%) Line and Grade submittal upon
completion of the back of sidewalk profiles as applicable. This submittal
shall be made at least eight (8) weeks prior to the Phase I submittal. Two (2)
copies of this shall be transmitted to the Department. One copy for the
District Design Engineer, and the other copy for the District Roadway Design
Engineer. The submittal will include a continuous roll of plan/profile view
via FOOT CADD format. The entire mainline baseline and/or centerline shall
be included with the proposed edges of pavement (EOP). Side street
geometrics are not required at this stage. The profile grade shall also be
plotted on this roll in the profile portion (lower half of sheet). The stationing
shall follow the PPM format with beginning and ending stations matched,
or as close as possible in curved alignments, in both plan and profile views.
The profile portion shall indicate drainage basin(s) delimited by station call-
outs just above the profile. The submittal shall also include a summary of
design criteria used to establish the horizontal and vertical alignments.
6. Plan/Profile Sheets
The Consultant shall show all lane lines for the entire plan portion of the
roadway plans including all intersections. Directional arrows shall precede
and follow the intersection proper. In addition, directional arrows should be
indicated at the beginning and end of each sheet to provide for ease of
reviewing. These lane lines and directional arrows are to be referenced in the
lower left corner of the first plan sheet as "For informational purposes only."
This information should be placed on a vacant level such as 47, with line
code 3, weight 2, and color 4. Any other level may be considered if it is
vacant. All phase submittals will include this information except the final
contract documents.
7. Intersection Profiles and "Plateauing"
The Consultant shall prepare and furnish all return profiles within the project
limits. These profiles should appear on separately titled sheets "Special
Profiles." In addition, if side streets are to be "profiled," they should appear
on the same sheet as the return profiles. Return profiles are required for all
intersections (i.e., Curb or no curb). The ratio should be selected to
exaggerate and clearly depict elevation differences (e.g., 1 :200 Horiz., 1: 100
Vert.). The profiles should be analyzed for adequate drainage and
"rideability." The profiles, whether spline or calculated, shall indicate spot
elevations at five meter (5m) increments.
The Consultant shall consider all signalized intersections for "plateauing."
Higher type intersections such as a multilane highway intersecting the same
and/or a multilane highway intersecting a two-lane highway shall be
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"plateaued." For cases where lower type facilities intersect, "plateauing"
shall be considered on a case by case basis depending on the anticipated
outcome of the drivers' comfort (ride). The calculated grades, transitions,
profiles and lane lines shall be shown on intersection detail sheets and/or
plan/profile sheets depending on the density of information on the sheets.
Please contact the DDE for an example procedure for accomplishing the
above.
8. Driveway Connections
The Consultant shall prepare and furnish driveway half sections and all
driveway profiles, existing and proposed, within the project limits. These
profiles should be a separate component under the index of roadway plans
through Phase N. Phase I will require only the existing profiles. The ratio
should be similar to that required of intersection profiles. These sheets
should appear behind the cross sections. The final plans will not include
these sheets but they shall be copied at a reduced size to 77% for legal size
paper for inclusion with the computation booklet.
The Consultant shall also depict all driveway connections including the A,
G, and M designations shown on sheets 3 and 4 at Standard Index 515 in the
plan view of the construction plans. They shall be established in accordance
with the current Roadway and Traffic Design Standards as well as current
Access Management Rules unless otherwise justified. These will remain for
all submittals, beginning at Phase II and including Final Plans. Phase
submittals up to Phase IV may indicate the type of property (e.g., Service
Station, Single Family Residence, etc.) for analysis and development of
proposed driveway attributes.
9. Design Documentation
The Designer shall compile and furnish design criteria with decisions thereto
for the project. This documentation shall be included as plan sheets behind
the key sheet for phase submittals through Phase N. This can be
accomplished through importing a word processor file into a design file or
simply copying two letter sheets onto a Ilx 17" sheet. The documentation
will not include computer output data such as coordinate geometry files and
likes. It will however, include design criteria specific to the project such as
Design Speed, Alignment Controls, Design Life, Lane Widths, Shoulder
Widths, Median Widths, Return Radii, Control Radii, etc. It will also include
the decisions thereto for the above selections as applicable. The intent is to
demonstrate the ability to defend the Consultants' /Designers' decisions to
include but not limited to bases of safety ,judgement, economics, experience,
constructibility, and reasonableness.
Provide documentation to discuss the existing conditions and characteristics
that may control the design such as right-of-way restrictions, design vehicles,
schools, parks, and residential/commercial land use. Design is compatible to
Future Corridor Plans.
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C. Public and Alternative Transportation Services
The Consultant will be responsible for integrating current transit, Pedestrian/Bicycle
and ADA policies into the development of the roadway plans. Consideration of
current and/or proposed Bus Services will be provided. Coordination with the
District Public Transportation Office will also be provided throughout project
design/implementation.
The Consultant will consider (as a minimum) the following:
1. Incorporate PedestrianlBicycle amenities in accordance with FDOT
applicable standard typical sections.
2. Provide curb cuts, wheelchair ramps and landing pads (for wheelchair
deployment from transit vehicles) to comply with ADA.
3. Provide paved access between curb, landing pad and standard sidewalk for
transit passengers.
4. Concrete pads and anchors for passenger shelters and/or passenger benches.
Shelters and benches to be furnished and installed by the Transit Authority.
The Transit Authority shall provide the required specifications.
E. Provide appropriate signing and markings to accommodate pedestrian,
bicycle and transit provisions throughout the project.
D. Traffic Control Plans
Traffic shall be maintained on affected roadways throughout the construction
duration of the project. The Traffic Control plan shall detail maintenance of traffic
or construction phasing, patterns for traffic flow, any necessary temporary roadway
plans, signalization (including detailed timing and phasing), temporary lighting,
temporary drainage, appropriate signing and pavement marking and itemized
quantities. A construction staging plan shall also be included.
1. Provide Traffic Control Plan (TCP) for each construction section with these
general objectives:
. Maintain or improve, to the maximum extent possible, the quality of
existing traffic operations, both in terms of flow rate and safety,
throughout the duration of the project.
. Minimize the number of different TCP phases, Le., number of
different detours for a given traffic movement.
. Take advantage of newly constructed portions of the permanent
facility as soon as possible, when it is in the best interest of traffic
operations and construction activity.
. Maintain reasonably direct access to adjacent properties at all times.
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2. There shall be an overall presentation of each phase in plan and narrative
form. This will typically be accomplished with a single schematic plan for
each phase, supplemented by plan notes. The construction centerline shall
be shown for reference on each plan sheet.
3. Detailed sheets such as cross sections, construction staging, profiles, drainage
structures, lighting, temporary retaining walls or sheet piling, etc., shall be
developed when necessary to ensure that the Contractor will implement the
TCP concept envisioned by the Consultant. Where special detail sheets for
specific aspects of the TCP plan are not necessary, general details shall be
included on scaled sheets (larger scale where congestion of detail requires).
4. Traffic shall be maintained at all times throughout the construction duration
of the project. When lane closures are required to complete any portion of
the construction, the Consultant shall complete lane closure worksheets to
determine off peak hours for construction for insertion in the Plans. The
number of work sheets prepared shall be sufficient to insure adequate and
safe maintenance oftraffic. All lane closure calculation and information shall
be provided to the Department on 3.5" disks in Lotus 1-2-3 form, Version 2.0
or later.
4. Positive drainage shall be maintained at all times during construction. The
construction sequence of the ponds, mitigation areas, drainage structures,
pipes, box culverts, and flood compensation area shall be shown in the TCP
staging details or as plan notes.
5. The Consultant shall develop a construction schedule that shall consider
whether the time of the letting should be restricted. The schedule should
consider restriction of working hours during peak hours, longer work days,
night work, weekend work, holiday restrictions, delivery restrictions, and
incentive/disincentive clauses. The Consultant shall work with the
Department's Construction Section for compliance with District requirements
for construction schedules.
6. Based on the aforesaid schedule, the Consultant shall develop the contract
time in calendar days for this project. The Consultant shall submit to the
Department with the Phase III submittal, the estimate of contract time on a
3.5" disk using Primavera Project Planner, version for Windows 3.1.
7. The Consultant shall provide a schedule of all Maintenance of Traffic related
items and break down the quantities per phase of construction.
E. Drainage Services
1. Drainage Design
Perform complete drainage investigations and analyses necessary to prepare
a design that will adequately drain the project in accordance with the
Department's design criteria. Services include the establishment of outfall
locations and the design thereof in conformance to standard Department
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procedures. The complete drainage design (with 2 sets of redlined plan and
profile sheets, cross-section sheets, and drainage detail sheets) shall be
submitted to the Department for approval at the earliest possible date after
approval of the Phase I (30%) roadway plans.
2. Bridge Hydraulics Recommendation Sheet
The Consultant shall furnish and complete the Bridge Hydraulics
Recommendation Sheet for applicable bridges per the Department's Plans
Preparation Manual, Department Drainage Manual and Department
Directives. The Consultant shall designate a permit coordinator to work with
the regulatory agencies until the final permit package is submitted to the
agencies.
3. Bridge Hydraulic Report
Each applicable bridge site shall include a Bridge Hydraulic Report prepared
by the Consultant in accordance with Department Drainage Manual,
23CRF650, and the national Flood Insurance Program providing high water
elevations for all applicable structures. The draft Bridge Hydraulic Report
(three copies) shall be submitted at least two (2) weeks prior to the Phase I
(30%) plans submittal and the Bridge Development Report submittal.
4. Stormwater Management
The drainage design shall include stormwater treatment and attenuation
required to comply with rules of the Department of Environmental Protection
and Southwest Florida Water Management District (SWFWMD), FDOT
Rule Chapter 14.86, and the Environmental Protection Agency (EP A).
The objective is to design the most cost-effective stormwater
treatment/attenuation facilities and incorporate them into the project plans.
These services shall include, but not be limited to, the following:
a. Coordinate with City and/or County offices regarding local
regulations, restrictions, etc. and obtain information concerning
present or future development which could impact the design.
b. Obtain approval of the preliminary design concepts from Department
drainage and permitting staff. This should coincide with the 15%
alignment and grade approval. All information that is essential to a
proper evaluation of the design concepts, such as seasonal high
ground water, soil types, existing cross-drain peak design stages,
historical pavement failure problems, floodplain elevations, present
water elevations, etc., shall be presented at this time.
c. Discuss preliminary design concepts with permitting agencies,
coordinating this meeting with Department drainage and permitting
staff.
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d. Provide preliminary plans and detailed calculations for review with
the Drainage and Permitting Departments and revise as necessary.
Review of the design by the Department and incorporation of review
comments into the design shall be completed prior to incorporation
of the drainage design into the roadway plan CADD files. This shall
be done at the approximate 45% stage of plans development, but prior
to drawing the drainage structures sheets.
e. Review preliminary design concept with permitting agencies and
finalize plans.
f. Incorporate stormwater management design into the project plans.
The Consultant shall document and furnish to the Department all
supporting data (hydraulic reports, drainage tabulations, related
correspondence, etc.) compiled during the performance of services
described in this section. The Consultant is required to coordinate all
services with the District Drainage Engineer and Project Manager.
The Department and City will also be notified one week in advance
to schedule a representative to attend all related conferences.
5. Optional Culvert Materials
The use of alternate culvert materials, in all applications, shall be evaluated
and included in the plans based upon the materials' general suitability to meet
all project requirements. The Consultant shall contact the District Drainage
Engineer for the approved presentation and format for the Optional Culvert
Materials Sheet.
6. Existing Facilities
The Consultant shall assess the condition of all side drains, cross drains, and
drainage under the roadway area and make recommendations concerning
replacement/upgrade or removal of such facilities (if warranted). Drainage
structures shall be assessed and designed to meet clear zone requirements.
The Consultant shall also indicate if desilting of the existing pipes, culverts,
etc. is required for those to be left in service. Culverts which warrant
replacement shall be indicated in the construction plans.
7. Drainage Maps
Although Drainage Maps are not part of the final construction plans,
Drainage Maps shall be prepared per the Plans Preparation Manual. Drainage
Maps shall be prepared on aerial photography with a metric ratio of 1 :2000.
Upon completion of the design phase, Mylar Drainage Maps are to be
submitted to the District's Drainage Engineer for the Department's permanent
record.
F. Permitting and Environmental Services
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I. The Consultant shall prepare and submit a determination of required permits
to the Department within 21 calendar days after the Department approves
drainage design of Phase II plans. This determination of required permits
shall include calculations of the threshold met.
2. When it is not clear if a permit is required from a regulatory agency, the
Consultant shall contact the pertinent agency and submit all documentation
and calculations as necessary to secure a determination.
3. Where permits are required for construction, the Consultant shall provide the
necessary permit submittal package and agency coordination as required to
secure the necessary construction permits from all agencies with jurisdiction
(e.g. Southwest Florida Water Management District, Department of
Environmental Protection, Army Corps of Engineers, U S Coast Guard, EP A
- NPDES Permit, and/or any FDOT authorized local agencies, etc.
4. The Consultant shall notify the City and Department in adequate time to
schedule a representative to attend all related environmental meetings and
field reviews. The Consultant shall copy the Department, including
references to the Financial Project Number (FPN) on all transmittals,
telephone conversations, and correspondence between the Consultant,
permitting agencies, and other involved entities. The Consultant shall
provide a verbal monthly "Permit Status Report" to the Permits section by the
25th of each month. This report shall describe the status of all permits and
describe any outstanding items.
5. Permit package submittal to regulatory agencies will include a cover letter
(detailing contents of the submittal) prepared by the Consultant on
Department letterhead for the District Permit Coordinator's signature. All
agency submittals shall be complete with each page numbered and all
references tabbed to reflect the item the reference responds to. The
Consultant shall be responsible for submitting all application fees and will be
compensated for fees as direct reimbursable.
6. The Consultant will submit all related permits/design documents for review
and approval by the Department during the appropriate design phases. The
Consultant shall coordinate early with the District Permits and Drainage
Departments on all design and permit issues.
7. All Environmental Permitting Documents that are to be included in the plans
shall be shown in Metric units. Information and documents required for the
permit application itself may be in English or Metric as they are not part of
the plans. However, as permits will be included in the project specifications,
the Consultant shall insure that conflicts, contradictions, or ambiguities are
not created by English Permits and Metric Plans.
8. Permitting Services may include the following:
a. Environmental Resource Permits (ERP) which can address:
(1) Stormwater Management methods
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(2) Wetland Resource impacts
b. Permit from US Army Corps of Engineers (USCOE).
c. Permit from United States Coast Guard (U.S.c.G.) for bridges over
navigable waterways.
d. Permits from authorized local permitting agencies.
e. National Pollutant Discharge Elimination System Permits
(NPDESIEPA for construction)
9. Environmental Resource Permits (ERP)
a. The Consultant shall submit all preliminary design documentation,
plans, permit requirements and calculations to the Department for
review and approval before the Phase I (30%) plans submittal, at
approximately the 15% stage of plans development.
b. The ERP package shall be ready for review and approval by the
Department, following the Department's review of the Phase n (60%)
plans submittal.
c. If the regulatory agencies require treatment and/or attenuation beyond
the level provided for in the Stormwater system design, as designed
and agreed upon during preliminary discussions with the appropriate
agencies and the Department, the Consultant shall redesign the
facilities and all tasks associated with said redesign in consideration
of additional compensation. These tasks shall include revision of all
affected permit packages, redesign of the proposed drainage systems
(if required) and all roadway plans revisions needed to reflect the
design changes.
10. Stormwater Management Systems
a. This project includes obtaining the Environmental Resource Permit
for quality and quantity of the stormwater run-off. The Consultant
shall collect all of the data and information necessary to obtain the
required stormwater permits and surface water permits. Services to
be performed may include the evaluations, surveys, management,
research, drawings, revisions to the stormwater design, coordination
and follow up work necessary to obtain the required permit for final
construction plans.
b. Prepare a permit package which shall include, but not be limited to,
the following items:
(1) A permitable stormwater treatment and attenuation design,
signed and sealed.
(2) Calculations to substantiate design.
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(3) Written description of the stormwater treatment and
attenuation systems.
(4) Signed and sealed stormwater application forms bearing
appropriate Department signatures.
(5) Aerial Photography as per by agency requirements.
(6) Appropriate construction plans.
(7) Written description of wetland resources.
(8) Mitigation plans (under the supervision of a qualified
Environmental Scientist).
11. Wetland Resource Impacts
a. The Consultant should, under the supervision of a qualified
Environmental Scientist, collect all the data and information
necessary to obtain the required "Wetland Resource portion of the
ERP". Services to be performed may include the following:
evaluations, field reviews, jurisdictional determinations, surveys,
research drawings, coordination, documentation, revisions, responses
to completeness summaries, and follow up work necessary to obtain
the required ERP permit.
b. Preparation of a permit package which shall meet the criteria of each
agency involved. Packages will generally include but not be limited
to the following items:
(1) Completed application forms with appropriate Department
signatures. FDOT should be shown as the applicant and the
land owner.
(2) List of adjacent property owners and addresses.
(3) Calculations of Jurisdictional Dredge and Fill volumes.
(4) Calculations of Jurisdictional Dredge and Fill areas in specific
wetland acreage.
(5) Permit sketches in 8 V2" x II" format signed and sealed by a
registered professional engineer.
(6) Most recent aerial photography of 1 :2000 scale or better
which include surveyed agency jurisdictional boundaries and
existing and proposed Department right of way. Surveyed
lines will be tied to the Project Baseline.
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(7) Appropriate construction plans and Department mitigation
plan notes in 11" x 17" format.
(8) Documented minimization and avoidance of wetland impacts.
(9) Written verification of wetland jurisdictional lines claimed
under 17-312 F.A.C., the 1987 Army Corp of Engineers
Manual, and other regulatory agencies involved.
(10) Description of secondary and cumulative impacts.
(11) Description of wetland resources and determination of
wetland areas to be impacted, in accordance with the specific
criteria of each environmental agency involved.
(12) Assessment of the current condition and relative value of
functions being performed by impacted or displaced wetlands.
12. Permits from US Army Corps of Engineers (Sect 10/33USC403 &Sect
404/CW A)
a. When a Corps permit is needed, the Consultant shall submit a
complete ERP permit application (extra set) to the State Regulatory
Agency (SWFWMD or DEP) to be forwarded to Corps. In the cover
letter it shall be explained that the extra set is to be forwarded to
Corps. Fifteen days after the permit submittal, the Consultant shall
contact the Corps to assure that they are in possession of a copy of the
ERP Application. The Consultant shall continue working directly
with the Corps to obtain the required permit or a letter stating that No
Permit is Required.
13. USCG Bridge Permits
a. When a U.S.c.G. Permit is deemed necessary, an immediate call to
the USCG (301-536-6546) should be made, to determine whether the
age of the bridge requires that the permit application go to USCG in
Washington, D.C. for approval. Those bridges that were built prior to
1968 were permitted by the Corps of Engineers and must be routed
to Washington, D.C. for approval; this requires about two months
longer than if the Miami office of USCG, issues the permit.
14. Authorized Local Permits
The Consultant shall be responsible for review of the project with the District
Permit Coordinator (DPC) to determine which local agencies have authorized
permitting requirements. The Consultant shall prepare all of the data and
information necessary to obtain permits from the authorized local agencies
when directed by the DPC.
15. National Pollutant Discharge Elimination System Permitsl (NPDES)
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a. The Consultant shall prepare all of the data and information necessary
to obtain the required Environmental Protection Agency Permits for
Stormwater Discharges associated with industrial activities. Services
to be performed may include the following:
(1) Evaluation of the project to determine if a "Stormwater
Discharges Associated with ConstructionlIndustrial Activity
Permit" is required, as defined in 40 CFR Part
122.26(b)14(x). Uno permits are required, this determination
shall be documented in writing to the District's Permits
Department. (i.e.) Determine whether soil disturbance is
greater than 5 acres (2 hectares) during the life of the project.
(2) After the need for permits is determined, the Consultant shall
prepare a Storm Water Pollution Prevention Plan (SWPPP)
for each construction project which shall include, but not be
limited to, the following items:
(a) Site description which includes:
1) Description of construction activity.
2) Sequence of major ground disturbing
activities.
3) Size of total site, and calculations of size of
area to be disturbed.
4) Estimate of runoff coefficient of site before,
during and after construction; existing soils
data.
5) Drainage map indicating existing drainage
patterns, proposed slopes, areas of soil
disturbance, areas not to be disturbed, location
of major structural and non-structural controls
identified in plan, areas of stabilization,
surface waters, and locations of discharges.
6) Name of receiving water bodies and acreage
of each of wetland on site.
(b) Description and quantities of interim and permanent
stabilization practices, including site specific phasing
coordinated with the Traffic Control Plans.
(c) The Consultant shall provide designs for temporary
stormwater management facilities on specific projects
as described in the NPDES permit conditions.
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(d)
(e)
(f)
(g)
I
The Consultant's attention is directed to the fact that
additional requirements for use of the E.P.A. General
Permit in Florida are described on Pages 44428
through 44430 of the Federal Register dated Friday,
September 25, 1992.
The preliminary NPDES permit package (SWPPP)
shall be ready to submit to the Department with the
Phase II (60%). Phase III (90%) plans submittal will
include a final SWPPP.
The Department will be responsible for submittal of
the Notice of Intent (N.OJ.) to the E.P.A.
The requirements of NPDES permitting will be
considered complete when the Consultant provides
the final copies of the SWPPP.
(h)
Prior to commencing any of the activities described
above, the Consultant shall coordinate with the
Construction, Design, and PD&E Departments to
determine any specific instructions regarding content
or format which need to be included in the
development of the Stormwater Pollution Prevention
Plan and how this information is to be incorporated
into the construction plans or special provisions of the
contract.
16. Mitigation Banking
Prior to performing the rrutlgation site survey and report, the
Consultant will investigate the opportunity to participate in any
mitigation banks that are permitted for the basin in which the project
is located. Contact will first be made with the SWFWMD to
determine if there are any permitted mitigation banks which have a
service area covering the project. Thereafter, contacts shall be made
with entities which are preparing an application for a mitigation
bank. A report of any permitted banks and future banks will be made
to FDOT prior to performing the mitigation site survey and site
selection report. The use of SB 1986 for mitigation by SWFWMD
shall also be determined prior to any further mitigation design efforts.
17. Mitigation Area Siting Reports - (Optional Services)
a. Wetland Mitigation Siting Documentation shall be submitted
for review, and approval to the Department on or before the
Phase IT (60%) plans submittal. The report shall identify and
assess suitable land areas for wetland creation, enhancement,
or restoration based on, but not limited to, the following
criteria: Department need, economic feasibility, ecological
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feasibility and need, federal and state protected species,
hazardous materials, archeological resources, geological and
hydrological characteristics, utility corridors or easements,
current and proposed land uses, wildlife corridors, Federal
funding requirements, and Phase I Drainage Design
Considerations of the 1994 FDOT District Seven Quality
Control And Assurance Guidelines. A minimum of three (3)
sites shall be submitted for each potential mitigation area.
Conclusions shall recommend that one site be reviewed and
approved by the Department as the most feasible. If only one
(1) site is available for any given area, the reason shall be
documented. The report shall include an Alternatives
Analysis. Once the preferred site has been approved by the
Department, the Consultant shall provide a written discussion
supporting the decision for inclusion the final document.
Efforts shall be coordinated with the Department
Hazardous Materials Coordinator, Permits Engineer, Utility
Engineer, Appraisers and appropriate City and County
personnel regarding present or future development which
could impact the design.
b. The Mitigation Site Selection Report shall indicate and
identify by owners name, advertisers name, and any
identifying numbers on the sign; the presence of any existing
Billboards on the property. If the selected mitigation site has
any advertising billboards thereon, mitigation plans should
not require planting that would obscure the vision of that sign
from the roadway.
18. Environmental Mitigation Plans - (Optional Services)
a. The Consultant shall compile all necessary data and prepare a
mitigation plan under the supervision of a qualified Environmental
Scientist. The mitigation plans will include, but not be limited to the
following items:
(1) Evaluation of Dredge and Fill activities to determine that the
proposed activities are able to meet the criteria of sections
403.918 (1) and (2) (a) Florida Statutes and Section 17-
12.070, Horida Administrative Code.
(2) Preparation and development of Mitigation Alternatives and
coordination with environmental agencies (including
necessary field reviews) and FDOT District Permits
Department.
(3) Design preparation, submission, and revision as necessary, of
final mitigation plans, including specifications, quantities,
monitoring plans, maintenance details, and success criteria.
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(4) The Consultant shall consider enhancement and restoration as
mitigation alternatives, should impacts to wetlands require
mitigation.
(5) Utilization of Flood Plain Compensation areas for wetland
mitigation will consider the value of excavation required by
mitigation but not consider the land acquisitions cost in
determining whether to perform mitigation in the Flood Plain
Compensation Area or not. This wetland impact mitigation
cost is to be compared to the payment per wetland impact acre
for mitigation if performed by SWFWMD as per SB 1986 (FS
373.4137)
19. Well Survey
a. The Consultant shall perform a well survey to locate any wells within
100 feet of the roadway, stormwater ponds, and wetland mitigation.
The wells will be described and located on the construction plans and
shall include a note requiring the possible closure of some wells by
the contractor under SWFWMD rule 40D - 3.531 FAC.
20. Protected Species Survey
a. The Consultant shall coordinate with the Department's PD&E Section
to insure that a letter of response has been previously obtained which
will cover the entire project.
b. This may include, but is not limited to: literature search/review,
FLUCFCS mapping, and Biological Assessment.
21. Archeological and Historical Survey
The Consultant shall coordinate with the PD&E Department to insure that a
letter of response has been obtained. This letter of response shall cover the
entire project including all of the off-site retention/detention ponds and
mitigation sites.
22. Conservation Easement
a. The Consultant shall estimate conservation easements only to the
nearest "acre, more or less" in his application. The "EXACT
ACREAGE" will be determined by FOOT's Survey & Mapping
department when the Boundary Survey is performed. This will
prevent the apparent inconsistency between two acreages describing
the conservation easement, when one is estimated from plans and one
is the true measure as determined in the field. A separate plan sheet
should be provided giving geometry sufficient to perform the
boundary survey.
23. Sovereign Submerged Land Easements
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a. The Consultant shall insure that the obtaining of the submerged land
easement - if determined by the Department to be needed - is tracked
to insure timely receipt. Data required in the ERP application (Section
G) starts this easement process but it is separated after the initial
review from the permit process of SWFWMD. The SubLand
Easement document is processed in Tallahassee by FDEPILand
Management Division and has no time clock to adhere to. This
process can be expected to take 30 days after the ERP permit is
received - or longer if the project is controversial. The Consultant
will coordinate the easement process with the Right-of-Way Section
(813-975-6769) ofthe Department.
24. Erosion and Sediment Control Plans
a. Designers will prepare an erosion and sediment control (E&SC) plan,
using best management practices for inclusion in the plans. Locations
of the E&SC devices may be shown on the plan & profile sheets or
on separate sheets especially for E&SC purposes. On projects
requiring an EPA/NPDES, the Storm Water Pollution Prevention
Plans will suffice. On projects not requiring a SWPPP - an
abbreviated plan is to be included so that the contractor will have a
plan for which to submit a schedule of implementation.
G. PD&E Related Services
1. Protected Species Survey - (Optional Services)
Perform threatened and endangered species survey on all offsite
retention/detention ponds, wetland mitigation sites and floodplain
compensation areas where applicable.
This may include, but is not limited to: literature search/review, and field
reviews. Prepare Biological Assessment Memo documenting results of the
Survey. The Memo shall be completed in accordance with Part 2, Chapter
27 of the PD&E Manual and be submitted to the Department's Environmental
Administrator for review and comment prior to final approval of all ponds,
mitigation sites, and floodplain compensation areas.
2. Public Properties Involvement
At each major plans preparation state, the Consultant shall determine whether
any of the project's on-site or off-site improvements will require the
acquisition of any public properties or will be adjacent to any public
properties. The Consultant shall coordinate in writing with the appropriate
local govemment(s) to determine whether this situation is applicable and, if
so, is the property in question designated for present or future public
park/recreational uses. The Consultant shall notify the Department's
Environmental Administrator of all findings and submit a copy of all
correspondence associated with this work to the Department's Project
Manager and Environmental Administrator. This activity is considered by
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the Department to be a standard practice during the plan preparation phase.
No man-hours are to be provided for this purpose.
H. Geotechnical Services
The Consultant shall be responsible for a complete geotechnical investigation. All
work performed by the Consultant shall be in accordance with Department standards,
the Soils and Foundations Manual, related directives, Federal Highway
Administration Checklist and Guidelines for review of Geotechnical Reports and
Preliminary Plans and Specifications, F .H.W.A. Work Zone Traffic Control Practices
Manual and Pavement Coring and Evaluation Procedure. The District Geotechnical
Engineer shall make all determinations regarding the Department geotechnical
standards, policies and procedures.
Prior to beginning the investigation and after the Notice to Proceed is given, the
Consultant shall submit an investigation plan for approval and meet with the
Department's Geotechnical Engineer or representative to review the project scope and
FOOT requirements. An investigation plan shall include, but not be limited to the
proposed boring locations and depths, and all existing geotechnical information from
available sources to generally describe the surface and subsurface conditions of the
project site.
The Consultant shall notify the Department in adequate time to schedule a
representative.to attend all related conferences.
The Consultant shall comply with the following conditions for working within
Rorida Department of Transportation right of way. The Consultant may begin work
after complying with the following conditions:
1. The Consultant shall notify the office of the local Maintenance Engineer at
least forty-eight (48) hours prior to starting geotechnical work within the
Department's right of way, and shall immediately notify the local
Maintenance Engineer upon completion of work. The Consultant shall
furnish a plan showing the soil boring locations, schedules for completing the
work, maintenance of traffic plan, Financial Project Number, and the
Department's Project Manager. The name of the work site supervisor and
telephone number shall also be provided. The Consultant shall notify the
Department at least five (5) days prior to removing highway appurtances such
as guardrail, fence, post mounted signs and delineators.
2. All replacement work, materials, and equipment shall be subject to inspection
by the local Maintenance Engineer and shall meet Department Standards. All
Department property shall be restored to its original condition as far as
practical, in keeping with Department specifications, and in a manner
satisfactory to the Department.
3. The Consultant understands and agrees that the rights and privileges herein
set out are granted only to the extent of the State's right, title and interest in
the land to be used by the Consultant. The Consultant will at all times
assume all risk of and indemnify, defend and save harmless the State of
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Florida and the Department from and against all loss, damage, cost or
expense arising in any manner because of the exercise or attempted exercises
by said Consultant of the aforesaid rights and privileges regardless of the
apportionment of negligence of the parties involved. The Consultant,
therefore, agrees to indemnify the Department for the negligence of the
Consultant or the Consultant's Subcontractor.
4. The Consultant shall observe all safety regulations of the Department. The
Consultant must take measures, including placing and display of safety
devices that may be necessary to safely conduct the public through the project
area in accordance with the Federal Manual on Uniform Traffic Control
Devices (MUTCD), as amended, and the Department's latest Roadway and
Traffic Design Standards. The Consultant shall provide the local
Maintenance Office with the proposed Maintenance of Traffic plan and/or
Design indexes to be used. The Consultant shall submit lane closure
calculations. Lane closure times shall be approved by the local Maintenance
Office.
5. The Consultant shall locate existing utilities prior to performing the soil
borings. A letter of notification with a plan showing the boring locations
shall be sent to the utilities/municipalities at least five (5) working days
before beginning work. The Consultant shall contact the One Call System to
verify utility locations in the field in accordance with Florida Statute
556.101-111. The Consultant shall contact the Maintenance Office for the
location of underground lighting or traffic signal facilities at least five (5)
working days prior to starting work.
Geotechnical Requirements
1. Field Investigation - Roadway
The soils investigation for roadways shall consist of exploration and testing
appropriate to the project.
Optional Preliminary Contamination Assessment (PCA) - At the
Department'sdiscretion, a PCA may be required on a per site basis. All work
shall be performed in accordance with the current DER and OSHA standards.
2. Field Investigation - Structures
The geotechnical investigation for structural foundations includes bridges,
signals, retaining walls, sea walls, roadway lighting, cantilever and overhead
signs, mast arm signal structures and high embankment fills as required. The
investigation shall be appropriate for the project.
3. Laboratory Testing
All laboratory testing shall be performed in accordance with Florida
Sampling and Testing Methods AASHTO, or ASTM or by related directives.
Laboratory testing shall include be as required by the needs of the project:
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4. Roadway Report
The roadway report shall include the results of all testing and data as
required for the project.
In addition to the roadway report, the Consultant shall also plot the stratified
boring profiles on the original roadway cross-sections and have the
Geotechnical subconsultant review for completeness. A preliminary roadway
report shall be submitted to the District Geotechnical Engineer for review
prior to incorporation of the Consultant's recommendations in the project
design.
5. Structures Report
The structures report shall be appropriate for the assigned project:
a. The structures report should address the foundation type and loading
(i.e. piles, drilled shafts, etc.)
b. The report shall address scour in the design of the foundations.
c. The abutments, downdrag shall be addressed if appropriate.
d. The need or desirability of a load test program shall be addressed:
- Dynamic (PDA)
- Static
. Standard (piles)
. Osterberg (drilled shafts)
. Statnamic (either)
e. The structures report shall also include, where appropriate, a Pile or
Shaft Installation Table and assorted notes.
f. Any Technical Special Provisions that may be required for the
project.
6. Final Analysis and Reports
The Geotechnical Consultant shall review the Phase I, II and III roadway
plans, signing and lighting, signalization and drainage plans before they are
submitted to the Department. The Consultant should coordinate with the
District Geotechnical Engineer concerning changes resulting from these
reviews. The Geotechnical Consultant should not be asked to begin a soils
investigation until survey work is complete and an approved typical section
has been presented, preferably on the Phase I submittal, and preliminary
roadway plans and cross sections are available for development of an
investigation plan and permit applications. Preliminary signalization, signing
and lighting plans, and drainage plans shall be available for location of
borings at the same stage.
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Project managers should inform the District Geotechnical Engineer and the
geotechnical subconsultant of any meetings in which design changes are
discussed. The Geotechnical Engineer and the geotechnical subconsultant
should be present at these meetings and be included in the meeting minutes.
Changes or additions to geotechnical work caused by these design changes
shall be considered in any contractual alterations resulting from the design
changes.
Final reports shall incorporate all comments by the FDOT District
Geotechnical Engineer and contain any additional field or laboratory test
results, recommended design alternatives along with design parameters and
special provisions for the construction plans. The purpose of the Department
is to include as much information as possible in the final plans to allow the
contractor to make as comprehensive a bid as possible; to minimize
supplemental agreements or claims in the construction phase resulting from
errors or omissions that should have been addressed in design.
Reports shall be submitted to the District Geotechnical Engineer for review
prior to project completion. After review by the District Geotechnical
Engineer, the reports shall be submitted in final form and shall include the
following:
a. Six sets of any special provisions.
b. Two copies of Roadway reports, and six copies of Structures Reports.
c. All reference and support documents used in preparation of the
contract plans package.
The final reports shall be signed and sealed by a qualified Professional
Engineer registered in the State of Florida.
7. Laboratory Testing
All laboratory testing shall be performed in accordance with Florida
Sampling and Testing Methods or ASTM or by related directives.
Laboratory testing shall be as required by the needs of the project:
8. Lighting Foundations
The Consultant shall be responsible for obtaining the appropriate soil borings
for highway lighting foundations and include the soil boring data, all
necessary drawings and details in the plans for constructing the foundations
for highway lighting poles.
9. Miscellaneous Structures
Miscellaneous structures may be mast arms, sign foundations, signal structure
or other structures that arise during the project. These will be addressed
either by separate reports or included in other reports as may be appropriate.
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I. Structure Plans
The Consultant shall prepare one (1) complete set of final structure plans for this
design contract. The load factor design method shall be used for this project.
I. List of Structures and Design Data:
a. Bridges: Memorial Causeway Bridge
b. Structure Type: High-Level Fixed-Span Bridge
c. Permanent Retaining Walls: Approximately 300 meters are
anticipated
d. Critical Temporary Walls: Approximately 2 locations for MOT
1. Ship Impact Study
The CONSULT ANT shall perform structural analysis pursuant to all
applicable AASHTO criteria and FOOT Structural Design Guidelines in
order to develop the proper Impact Criteria. This criteria should be
developed based upon the existing channel information and vessel
information gathered during the PD&E.
3. Bridge Development Report
a. The Consultant shall prepare a Bridge Development Report for
submittal to the Department prior to the Bridge 30% Plans Phase.
The purpose of this report shall be to develop an efficient study of the
possible bridge superstructure and substructure alternatives and to
establish viable cost-effective span lengths for the different types of
superstructures and substructures. The report shall be prepared in
compliance with Chapter 3 of the Structures Design Guidelines and
shall incorporate the results of the Preliminary Geotechnical Report
(structures). This report shall be used to establish pier locations and
shall provide enough data to allow the Department to determine the
alternatives (superstructure and substructure) that can be eliminated
from further consideration and those which should continue into the
final design.
b. The report shall include all the structures listed in this scope.
c. Report format shall be on 8-l/2"xll" sheets or sheets folded to that
size. Drawings or sketches are to show features, not details.
d. An executive summary is required which compares the relative costs
of the alternatives and states which design is recommended to bring
forward to final design.
e. The report shall include an approximate total cost of the
recommended alternative based on estimated quantities.
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f. Appropriate back up data regarding unit prices used are required for
review. The report must be signed by the registered engineer
responsible for the work and the engineer who checked the work prior
to submittal to the Department.
g. The Department shall select the alternate to be implemented for the
preliminary design after the evaluation and approval of the Bridge
Development Report is completed.
h. Retaining Walls
The Consultant shall evaluate utilization of conventional
(non-proprietary) wall and proprietary wall systems. The
Consultant's evaluation should include the costs and indicate the
proposed wall aesthetic treatments consistent with the project's
required level of aesthetic treatment. Cost analysis and recommended
foundation designs for the evaluated systems shall be prepared and
submitted to the Department in the Bridge Development Report for
review and selection of the wall system(s) to be implemented in the
final design.
4. Bridge Plans (See Structures Design Guidelines)
a. Bridge 30% Plans
The Consultant shall prepare one (1) set of 30% bridge construction
plans for this project. The bridge alternative to be developed shall be
that recommended in the Bridge Development Report as approved by
the Department. Only one bridge design alternative for each structure
location shall be developed.
b. Final Bridge Plans
The Consultant shall prepare final construction plans for the bridge
alternative for which 30% plans were prepared.
c. Control Drawings for Retaining Walls
The Consultant shall prepare control drawings for all critical
temporary walls (as defined in Chapter 18 of the Structures Design
Guidelines) and for all permanent walls required. These drawings
shall provide vertical and horizontal alignments, wall lengths, and
details for any special features that need to be provided. Barriers,
architectural treatments, provisions for utilities, inlets and sign
structures, etc., are considered to be special features. The control
drawings are to be included in the construction plans.
d. Retaining Walls (Critical Temporary Walls and Permanent Walls)
1) Conventional Design
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The Consultant shall provide for the design of a conventional
(non-proprietary) wall system. The service provided shall
include preparation of drawings and specifications needed to
supplement the control drawings. Appropriate Department
standard drawings may be used if applicable.
2) Proprietary Design
The Consultant shall prepare final retaining wall control
drawings to be included with the final bridge plans and shall
check the external stability, including sliding, overturning and
stability calculations of the systems. This item includes the
coordination effort with proprietary wall companies required
to finalize the wall plans.
5. Peer Review/Quality Assurance
a. Consultant peer review of the plans and calculations are to be
perfonned.
b. In a situation where the structural work is divided between a prime
Consultant and a subconsultant, the prime Consultant will be the
Engineer of Record and should take all prudent and necessary steps
in reviewing, coordinating, and directing the Subconsultant's work.
6. Review of Shop Drawings and Erection Drawings (Optional Post Design
Services)
a. The Consultant shall be responsible for the review of construction
shop and erection drawings. Following receipt of authorization from
the Department, the Consultant shall review all shop drawings and
erection plans as required by the plans and/or Structure Design
Guidelines.
b. Shop drawings and erection drawing reviews shall be perfonned in
accordance with the Procedures outlined in Chapter 19 of the
Structures Design Guidelines.
7. Miscellaneous Items
a. Design Calculations
The Consultant shall submit to the Department of Transportation all
reports and design calculations prepared during the development of
the plans. The design calculations submitted shall adequately address
the complete design of all bridge components and retaining walls.
These calculations shall be neatly and logically presented on 8-1/2"
x 11" paper (where possible). The quantity computation booklet shall
be signed and sealed by the Registered Professional Engineer in
responsible charge of the project. If requested by the Department, the
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Consultant shall provide copies of design calculations at the phase
review submittals.
b. Provisions for Utilities
The Consultant's plans shall make provisions to accommodate all
affected utilities.
c. Sign Structures and Signal Structures
The Consultant shall be responsible for the complete design of all
sign structures and signal structures, complete with their foundation
and/or attachment to bridge or wall structures. The Consultant shall
use the Department's standard drawings to the maximum extent
possible.
d. Phase Review Submittals:
Bridge Development Report
30% Plans
90% Plans
100% Plans and Calculations
Final Plans
e. Bridge Load Rating
The Consultant shall load rate each proposed bridge and bridge
culvert in accordance with AASHTO specifications and the
Department's Bridge Load Rating, Permitting and Posting Manual
(Procedure No. 850-010-035).
The load rating analysis shall use the Department's 'BARS' load
rating program and the Department's 'SALOD' or 'BRUFEM' live
load distribution programs. Load ratings shall be performed for all
Florida legal truck types and for MS-18 Loading.
The load rating shall be submitted with the Final Structure Plans.
J. Signing and Pavement Marking Plans
Services are to include, but are not limited to, the preparation of scaled drawings (in
the appropriate metric ratio) for signing and pavement markings, cross-sections at
major signs, key sheets, quantities (including signing and pavement marking
quantities), tabulations of quantities by sheet, detail of all major signs, including
structure design for cantilever, bridge mounted, multi-post ground mounted and/or
overhead sign structures, pole and foundation design for span wire mounted signs
and any special details that will be required.
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The Consultant shall be responsible for the design of any sign support to be built
integrally with the structures included in this scope. The Consultant shall show all
details as well as all design assumptions used in arriving at those details.
K. Signalization Plans
Plot existing or proposed topography, existing utilities (above and below ground),
storm sewer, right-of-way, key sheets, design of proposed improvements, quantities,
pole schedule (including any design calculations), interconnect pole location sheets
and any notes or special details needed. Plans will be prepared on a ratio of 1 :500.
Unless impractical due to geometric or loading requirements, Mast Arms shall be
used for all new signal poles at intersections located within ten (10) miles of
coastlines. The Consultant is responsible for the design of the mast arms and poles
and shall include the design details in the plans. The Consultant shall use the
Department's semi -standard drawings for mast arm structures to the maximum extent
possible.
If mast arms are not utilized then span wires supported by concrete or steel poles
(dual point attachment) shall be provided. If concrete strain poles are used, the
Consultant shall provide the pole size designation and sizes and grades for the
catenary and messenger wires. If steel strain poles are used, the Consultant shall
provide the design and details for the poles and also the sizes and grades for the
catenary and messenger wires.
Complete foundation design and details shall be provided by the Consultant for all
mast arms, steel poles or concrete strain poles. The foundation design shall be based
on geotechnical data provided by the Consultant.
Signal Plans shall be prepared at the following intersections:
Pierce Street at Pierce Boulevard
L. Lighting Plans
The Consultant shall provide complete lighting plans. Services shall include but are
not limited to preparation of the plan layout; typical sections; a key sheet; quantities
(including lighting quantity) lighting computations, tabulation of pole data sheets,
and any special detail sheets necessary. The location of poles, type of materials,
method of attachment, conduit size, etc. shall be included in the bridge plans or
roadway plans as appropriate. All lighting shall be high pressure sodium (240/48Ov).
The Consultant shall be responsible for contacting the power company to determine
service connections. The Consultant shall submit the highway lighting calculations
to the District Traffic Design Engineer and obtain approval prior to preparing the
lighting plans. The Consultant shall be responsible for review and approval of all
highway lighting shop drawings. The Consultant shall be responsible for taking the
appropriate soil borings for highway lighting foundations and include the soil boring
data, all necessary drawings and details in the plans for constructing the foundationstfor highway lighting poles.
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M. Right-of-Way Services
Right of Way services may be required on specific projects that may be assigned.
The Consultant shall be responsible for determining and justifying additional rights
of way required by hislher design.
1. Right-of-Way Maps
The Consultant shall be responsible for determining and justifying additional
rights of way required by hislher design. The Consultant shall make every
effort to minimize the limits of right of way acquisition through the creative
use of existing right of way. Right of Way Maps shall be prepared by CADD
in accordance with the Department's Right of Way Mapping CADD
Handbook, hereinafter referred to as the "CADD Handbook". The
Consultant shall be responsible for complete preparation of preliminary and
final Right of Way Maps for the project. Complete Right of Way Maps,
including Cover Sheet(s), Key Sheet(s) which are optional, Detail Sheet(s),
Reference Sheet(s), and Table of Ownerships Sheet(s) shall be prepared in
accordance with the Department's Right of Way Mapping Handbook.
Photographic base maps shall NOT be permitted for Right of Way Maps.
METRIC/CADD Right of Way Maps shall be plotted on 609 nun x 914 mm
(24" x 36") high quality film ("mylar") at a suggested scale (ratio) of 1 :5000
for key maps (which are optional for the purpose of delineating large parent
tracts), and 1:500 for Detail Sheets. These scales should be adjusted
appropriately to facilitate "uncluttered" mapping, depicting the necessary data
without confusion to the users. Text size for mapping should not be smaller
than 2 mm. Dual measurements, when applicable, should be used as follows:
30.480 m (100.00')
The Consultant shall submit Map Sheets, and Legal Land Descriptions to the
Department for review at the following stages of completion, with data as
specified.
a. 30 % SUBMITTAL (Preliminary)
(1) Complete survey alignment data, including stationing,{lOO
meter intervals} all curve elements, bearing on tangent lines,
points of intersection station value, x,y coordinate values, and
deflection angle left or right.
(2) All section lines, all quarter section lines, (quarter-quarter
section lines when pertinent) with the station value where
their intersection with the centerline occurs, a distance from
the comers to the alignment, and bearings and distances
between all comers.
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(3) Subdivisions with name, recording data, boundaries by use of
arrow indicator, lot numbers, block numbers, lot dimensions
street names with width indicated, alley ways and platted
easements. Plat distances should be shown in the record
units. Block (field) distances will be shown in meters to 3
decimals places. Subdivisions will be tied to the alignment
with station value, bearing and distance where the alignment
and subdivision outside boundary lines and block lines
(normally street lines) intersect.
(4) Show the type, size and identification of the monumentation,
without reference to "set" or "found".
(5) Existing right of way lines based upon record plats and/or
existing DOT Right of Way Maps and/or any additional
information provided by the District Right of Way Surveyor.
(6) Section, Township, and Range identification.
(7) North arrow with a "METRIC" label, and scale (shown as a
ratio) together with a graphic bar scale, preferably near the
upper right hand corner of the sheet.
(8) The strip title block will show the State Road number, W.P.I.
number, County name, sheet number, Section number, etc.
Also include "THIS MAP IS NOT A SURVEY"
(preferably within or near the title block)
NOTE: The Consultant shall provide the District Right of Way
Surveyor with maps delineating only the parcels that will be
affected by proposed right of way throughout the project.
(see 1.2. Title Search)
b. 60% SUBMITTAL, following approval of 30% submittal
(1) The required right of way with stations and offset distances
{both shown to the nearest 0.001 meter} at all right of way
breaks.
(2) Property lines, easements and existing Right of Way lines.
(3) Include the planimetry from the topography .DGN files.
Dimension and detail improvements within the area of taking
as needed for clarity, including but not limited to: fences,
walls, billboards, private signs and utilities, driveways,
parking spaces, etc. {any dimensions shown to the nearest
0.01 meter}
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(4) Begin and End Right of Way Project Number with Stations.
Ensure that the right of way acquisition begins and ends on
property lines so the Department does not acquire from the
same owner on adjoining projects.
(5) All existing right of way of record by deed, dedication,
condemnation, etc., shall be shown and labeled. {Recorded
Right of Way and Easement widths shown in record
units. }
(6) Maintained Right of Way, if needed, supported by a
Maintenance Map suitable for filing in the office of the Clerk
of the Circuit Court.
(7) Parcel bubbles with parcel number identification.
(a) 100 - 699 Takings
(b) 700 -799 Temporary Easements
(c) 800 - 899 Permanent Easements
(d) 900 - 999 License Agreements
(8) Table of Ownerships Sheet(s) with first three columns (Parcel
No., Sheet No. and Name) completed.
c. 90% SUBMITTAL, following approval of 60% submittal
(1) For each parcel shown, the area of taking must be delineated
with the bearings and distances. Bearings and distances shall
be shown on small remainders Oess than 1??oo m2).
Distances only on large remainders (1??oo m1 or more).
Large remainders may be abbreviated, if coordinated with the
District Right of Way Surveyor.
(2) Curve Charts and Line Charts should include both metric
units, to 3 decimal places, and English units, in parenthesis,
and deed or plat data, if applicable.
(3) Areas oflarge takings/remainders (2000 m2 or more )should be
in hectares, to 4 decimal places. Areas of small
takings/remainders (less than 2000 m2) should be in square
meters "m2", to one decimal place. Both should show the
English equivalent (acres) or (sq. ft.) immediately following
in parenthesis.
(4) Completed Title Block (all spaces must be filled in; if not
applicable, show N/ A). In using the strip title block, avoid
placing text or mapping within 0.010 m above the REVISION
blocks.
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(5) Limits of Construction.
(6) Completed Table of Ownerships Sheet(s). Areas shall be
expressed in metric units followed by (English units) in
parenthesis. The following note shall appear on all TABLE
OF OWNERSHIPS SHEETCS):
NOTE: METRIC Areas: m2 = square meters
ha = hectare = 10000 m2
(7) All general notes. The following NOTES to assist the users of
the R/W Maps shall be prominently shown on Sheet One in
the GENERAL NOTES:
*******************************************************************
1. Conversions of distances have been based upon the U.S. SURVEY FOOT:
(ENGLISH) to METRIC METRIC to (ENGLISH)
(12/39.37) x feet = m (39.37/12) x m = feet
2. Stations are shown at 100 m intervals.
*******************************************************************
(8) Legal Land Descriptions, see paragraph 3.
d. (Final) 100% SUBMITTAL, following approval of 90% submittal
(1) Completed Right of Way Maps have been revised in
accordance with prior reviews.
(2) Map information agrees exactly with the document legal land
description.
Distances on the Right of Wal Maps should be shown in
meters, to the appropriate number of decimal places. Only
those distances in legal land descriptions should be
expressed in both meters and feet, with the feet shown in
parenthesis immediately following the metric distance.
i.e.: 30.480 m (100.00 feet)
2. Title Search
a. The Department shall furnish the Consultant the Title Search Reports
and Plats for parcels affected by the proposed right of way throughout
the project.
b. The Consultant shall furnish the Department a tax map or Right of
Way Map depicting only the parcels that will be affected by proposed
right of way throughout the project. This will be used to obtain Title
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Search Reports necessary to develop the 60% Right of Way Maps.
Said maps shall include all affected parcels within the project
including, but not limited to: takings, permanent and temporary
easements, license agreement areas, mitigation areas and water
storage areas. As the title searches are usually contracted through a
title company, it is important to receive these requirements as early
as possible.
3. Legal Land Descriptions
a. Reference to Chapters 4 and lOin the Right of Way Mapping
Handbook and Clarification CADD Mapping Memoranda should be
made with regard to procedures, preparation, general guidance,
examples, etc. to avoid insufficient data or omissions.
b. Metric distances in the descriptions should be labeled with "meters"
spelled out, followed by the English equivalent, where pertinent, in
parenthesis,
i.e: 30.480 meters (100.00 feet)
c. Proper formatting and file naming are outlined in a
MEMORANDUM dated June 1, 1997, and should be requested from
the District Right of Way Surveyor to avoid unacceptable submittals.
d. The legal land descriptions shall be submitted to be compatible with
WordPerfect 6.1 format.
e. The legal land descriptions shall be submitted on either a 89 mm (3-
112") high density diskette or a Compact Disk (CD), in the prescribed
format, along with the 90% Right of Way Map submittal. A label
including the Consultant's Name, W.PJ. No., State Project No., and
the Phase (%) is required on all electronic media delivered to the
Department.
f. After the 90% submittal has been accepted (by letter) the following
shall be delivered with the 100% Right of Way Map submittal, as to
legal land descriptions:
(1) One diskette, in the prescribed format, containing the files for
each approved description.
(2) One certified, signed, and sealed (by Florida PSM) copy for
each description, or Certification Letter.
g. Generally, the Right of Way Maps sheets will be prepared in lieu of
individual sketches. However, all pertinent information, data, and
references should be readily discernible from the map.
4. License Agreements
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License Agreements (LA) are used in certain instances, when approved by
the Project Manager. Generally, LA's are not used and their use should be
verified with the current District/State policy through the Department. LA's
shall be designated with the 900 series parcel numbers.
5. Quality Assurance Review
District Seven will quality assure each required phase submittal in accordance
with the SCOPE OF SERVICES, Right of Way Mapping Handbook, CADD
Handbook, and RIW Mapping Checklist (said checklist is available by
request from the District RIW Surveyor). Submittals that indicate a poor
quality assurance review by the Consultant will be returned as
"unacceptable" and re-submittals will not be accepted without sufficient
peer-reviewed marked-up copies. Review letters by District Seven Technical
Review Staff will accompany each phase review, outlining deficiencies and
approving acceptable submittals. Copies of work sheets, computation sheets,
supplemental surveys, or other information used in preparing the Right of
Way Maps are to be transmitted along with each phase review.
6. Deliverables
The Consultant shall furnish a minimum of two sets of prints for the phase
reviews at 30, 60, 90, and 100% submittal, along with the following:
1. CADD design files in Microstation format on acceptable media. The
design files shall be prepared such that the product is in accordance
with the aforementioned CADD handbook, and shall be submitted
with each corresponding submittal.
2. Coordinate geometry files which shall be in a format such as
GEOP AK or ASCII files which include the following:
(a) Listing of all point numbers with coordinate values.
(b) All pertinent figures, (i.e.: Baselines, Centerline of Survey,
Parcel takes, etc.) in the form of abbreviated figure names
followed by a point list defining the figures.
3. A single Microstation Design file showing the total contiguous
project. Text shall be limited to final point numbers, stationing,
centerline data, parcel numbers, and figure names and curve names,
if applicable. The elements shown in this design file shall be on the
same coordinate system as the coordinate files. This overall design
file (and this file only) shall contain the centerline of construction
when it differs from the survey alignment.
4. Legal land descriptions shall be delivered as described in paragraph
1.3. above.
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N. Utility Services
1. The Consultant shall provide services for the performance of utility
negotiations work including but not limited to the following:
a. Identification of existing utility agencies with their respective
facilities identified.
b. Assist the Department in determining if utility easements and/or
utility title deeds exist.
c. Provide design coordination required for development of Utility
Relocation Schedules, Plans and Special Provisions.
d. Attend utility status meetings and/or field meetings.
e. Provide mylar reproduction sheet or CADD diskettes for those
utilities participating in a Utility Joint Project Agreement.
f. Prepare design cost analysis for design modifications requested by the
utility agency and approved by the Department.
g. Review all Department submittals. Utility Relocation Schedules and
Utility Mark Plans for conflicts with proposed DOT Design and other
utilities identified.
h. Provide copies of all utility correspondence to the Department.
2. The following activities shall be performed and submitted by the Consultant
prior to Department utility coordination.
a. Utility Design - Phase I (309C) Stage
1) The Consultant shall furnish copies of the approved Phase I
(30%) preliminary plans to the Department for submittal to
each utility located within the project limits. The plans shall
show all utilities within the project in accordance with the
Department's Procedure Manuals, Design Memorandums, and
Guidelines. The Consultant shall furnish two (2) copies of
plans for each utility.
2) The Consultant shall attend the Phase I (30%) utility design
meeting with all affected Utility Agencies and the
Department. The Consultant shall be prepared to discuss in
depth the proposed Scope of Work for the project and its
effect on existing and proposed utility facilities. The
Consultant shall record and distribute detailed minutes of the
meeting.
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3) The Consultant shall proceed with design, taking into
consideration the designated utility corridor locations as
identified in the Phase I (30%) utility design meeting. The
Consultant shall advise the Department in writing if it
encounters conflicts prior to the Phase II (60%) submittal.
4) The Consultant shall transfer to the plans existing utilities as
submitted by the Utility Agencies that may not have been
previously shown on the plans.
5) Analyze areas of potential conflict and determine whether or
not a conflict exists and to what degree as per Department
Plans Preparation Manual Volume 1, Section 5.4.
b. Utility Design - Phase II (60%) Stage
1) The Consultant shall furnish copies of the approved Phase II
(60%) preliminary plans to the Department for submittal to
each utility located within the project limits. The plans shall
consist of all plan components as depicted in the Department's
Phase II (60%) checklist. The Consultant shall furnish one
( 1) full set of plans and one (1) set of partial plans for each
utility. Partial plans shall consist of Key Sheet, Typical
Section, Plan and Profile, Drainage, and Cross Section Sheets.
2) The Consultant shall provide a written list to the District
Utility Engineer of any design changes between the 30%
phase submittal and the 60% phase submittal that may impact
utilities. The list should accompany the 60% plans submittal
to the District Utilities Office.
3) The Consultant shall attend the Phase II (60%) utility design
meeting with all affected Utility Agencies and the
Department. The Consultant shall be prepared to discuss in
depth the effects the utility corridor locations have on the
project design. The Consultant shall be prepared to
specifically identify conflicts along with his recommendation
for resolution. The Consultant shall be prepared to discuss in
detail the proposed maintenance of traffic phasing along with
its special provisions, drainage, highway lighting, traffic
signalization, and structures to the extent that they may have
an effect on existing or proposed utility facilities.' The
Consultant shall record and distribute detailed minutes of the
Phase II (60%) Utility Pre-Design Conference.
4) The Consultant shall review request made by the utilities for
redesign due to identified conflicts. The Consultant shall
provide recommendations for resolution of the identified
conflicts to the Department no later than fourteen (14) days
following the request for redesign.
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5)
The Consultant shall confinn the location of all electrical
service points of highway lighting, signalization, and signing.
The Consultant shall prepare a final report, identifying the
status of the project with respect to any commitments not
performed by the Consultant, Department, and/or Utility
Agencies. This report shall be submitted no later than sixty
(60) days prior to Phase III (90%) design submittal.
c. Utility Design - Phase III (90%) Stage
6)
1) The Consultant shall furnish copies of the approved Phase ill
(90%) plans to the Department for submittals to each utility
located within the project limits. The plans shall consist of all
plan components as depicted in the Department's Phase III
(90%) checklist. The Consultant shall furnish one (1) full set
of plans and one (1) set of partial plans for each utility.
Partial plans shall consist of Key Sheet, Typical Section, Plan
and Profile, and Cross-Section Sheets.
2) The Consultant shall provide a written list to the District
Utilities Engineer of any design changes between the 60%
phase submittal and the 90% phase submittal that may impact
utilities. The list should accompany the 90% plans submittal
to the District Utilities Office.
3) The Consultant shall review each utility agency's final marked
plans for completeness, accuracy and verify that no
outstanding utility conflicts exist. The Consultant shall
advise the Department in writing, their review comments no
later than fourteen (14) days following receipt of the utility
agency's marked plans.
4) The Consultant shall transfer the reviewed and approved final
utility location design to the utility adjustment sheets of the
project plans.
5) The Consultant shall provide mylar reproduction services or
CADD diskettes for those utilities participating in a Utility
Joint Project Agreement.
6) The Consultant shall attend the Phase III (90%) Utility
Pre-Design Conference with all affected Utility Agencies and
the Department. The Consultant shall be prepared to discuss
any remaining issues. The Consultant shall record and
distribute detailed minutes of the Phase III (90%) Utility
Pre-Design Conference.
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d. Utility Design - Phase IV (100%) Stage
1) The Consultant shall furnish copies of the Utility Adjustment
Sheets to the Department for distribution to each utility
located within the project limits. The Consultant shall
provide one (I) full set of the Utility Adjustment Sheets for
each utility.
2) The Consultant shall provide a written list to the District
Utilities Engineer of any design changes between the 90%
phase submittal and the 100% phase submittal that may
impact utilities. The list should accompany the 100% plans
submitted to the District Utilities Office.
3) The Consultant shall make any corrections that are required
due to omissions in transferring the final Utility Location
Design to the Utility Adjustment Sheets.
4) The Consultant shall provide the Department copies of any
revisions to the plans, for submittal to each utility located
within the project limits. The Consultant shall provide two
(2) copies for each utility.
O. Community Awareness Plan
The Consultant shall develop a Community Awareness Plan for approval by the
City/Department within three (3) weeks following Notice to Proceed. After approval
ofthe plan, the Consultant shall, attend the specified meetings, prepare displays, etc.
to assist the City/Department in implementing the plan.
VI. GOVERNING PROVISIONS FOR WORK
A. Survey Services
Survey services will be accomplished in accordance with the Department's Highway
Field Survey Specifications, the Departments Location Survey Manual ( chapter 1
thru 9, appendix A thru D) and current memorandums. Work must comply with the
minimum technical standards for Land Surveys Rule 61 G 17 -6, Florida Statute
472.027. Department of Environmental Protection Rule, Florida Administrative Code
Chapter 18-5 (Florida Statute 177 - Part Two), Department of Environmental
Regulations state jurisdiction boundary surveys (where applicable), G.P.S. Services
must be provided in accordance with the F.D.O.T. District Seven Standards for
Consultant Submitted G.P.S. Static Control Projects, Roadway and Traffic
Design Standards (Index Series 600), DOT District Seven Quality Assurance
Guidelines and other Safety Standards which may be adopted by the Department.
Any data will require the certification of a Professional Land Surveyor, licensed to
practice in the State of Florida and any special instructions from the Department. All
Survey Form deliverables such as Benchmark Reference Forms, etc. will be
provided in both hard copy and as a Microstation File in a .DGN format. The
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provided in both hard copy and as a Microstation File in a .DGN format. The
Microstation File in the .DGN format will be submitted to the Department on
3.5" Diskettes or CD ROM. Any and all field survey work performed for the
Department will be recorded in prenumbered Department field books
(furnished by the Department) and submitted to the Department for review. All
phases of the of the Survey data recorded in the field books (such as Benchline,
Reference Points, etc...) will be kept together, not in different sections
throughout the'book.
B. Roadway Plans
All plans shall be prepared totally by CADD, in accordance with the latest Metric
standards adopted by AASHTO, Department Standard Specifications, Department
Roadway and Traffic Design Standards, Department current memorandums,
Department Roadway Plans Preparation Manual, Department Flexible Pavement
Design Manual and/or the Jointed Plain Concrete Pavement Design Manual, and
Department Basis of Estimates Manual. Plans shall be accurate, legible, complete
in design, and drawn to the appropriate scale, furnished in reproducible form on
material acceptable to the Department. A project layout sheet and drainage structure
sections shall be included in the plans.
C. Public and Alternate Transportation Services
All services provided shall be in compliance with current Department Standards.
D. Traffic Control Plans
All Traffic Control Plans shall be prepared in compliance with Department Standards
for Construction Plans, design memorandums and manual on Uniform Traffic
Control Devices.
E. Drainage Services
All drainage drawings shall be prepared totally by CADD. The drainage design shall
be in accordance with Department current memorandums, Department Drainage
Manual, Department Standard Specifications, Department Rule 14.86, Department
Roadway Plans Preparation Manual, FHPM 6-7 - 3(2), and Consultant Plans Submittal
Requirements
F. Permitting and Environmental Services
All permitting Services shall be performed as required herein, and in accordance with
applicable Florida Statutes, including but not limited to Chapter 403, Florida
Statutes; Chapter 17-3, 17-4, 17-12, 17-25, Florida Administrative Code; Chapters
40D-4, 40D-40, and 40-D-400, Rules of the Southwest Florida Water Management
District; Rivers and Harbors Act of 1899; Section 404 ofthe Clean Water Act; Parts
114 and 115 of Title 33, Code of Federal Regulations; requirements for a National
Pollutant Discharge Elimination System Permit as defined in 40 CFR Part
122.26(b)(14)(X) and as published in the Federal Register on September 25, 1992
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(FR57, No. 187); any dredge and fill permitting required by local agencies; and the
desires of the Department as made known to the Consultant. All permitting efforts
shall be coordinated through the District's Permits department.
G. PD&E Related Services
The PD&E services performed by the Consultant shall be in compliance with all
applicable State and Federal regulations. Included among these regulations are:
1. D.S.C.: Title 23: Highways
2. 43 D.S.C. 4332(2)(c), popularly known as Section 102(2)(c) of the National
Environmental Policy Act of 1969, P.L. 91-190
3. 42 U.S.C. 1653 (f), popularly known as Section 4(f) of the Department of
Transportation Act of 1966, P.L. 89-670
4. The National Historic Preservation Act of 1966 (PL. 89-665) and Executive
Order No. 11593 ('Protection and Enhancement of the Cultural
Environment')as implemented in 'Procedures for the Protection of Historical
and Cultural Properties', 36 C.F.R.; Part 800
5. The 'Endangered Species Act of 1973 (as amended)', 16 U.S.C. (P.L. 93-205)
6. Executive Order No. 11990, 'Protection of Wetlands'
7. Executive Order No. 11988, 'Floodplain Management'
8. Chapter 339.155 of the Florida Statutes
9. ED.O.T. PD&E Manual
10. 23 CPR 771
11. All of the appropriate Federal-Aid Policy Guide Issuances and related FDOT
Policies and Directives governing the implementation of the previously
mentioned regulations.
H. Geotechnical Services
All geotechnical services shall be performed in accordance with the Department's
special instructions, Soils and Foundations Procedures Manual No. 697 and FHW A
Checklist and Guidelines for Review of Geotechnical Reports. All tests shall be
performed as specified in the manual or herein using the appropriate Department,
AASHTO and ASTM standard testing methods. The Soil Survey sheet and other
geotechnical drawings in the plans shall be prepared totally by CADD.
I. Structure Plans
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All plans shall be prepared totally by CADD in accordance with the latest standards
adopted by AASHTO, Department Standard Specifications, Department Structures
Design Guidelines, Structures Detailing Manual, and direction as furnished to the
Consultant from the Department. Plans shall be accurate, legible, complete in
design, and drawn to the appropriate scale. All plans shall be furnished in
reproducible form on material acceptable to the Department.
J. Signing and Pavement Marking Plans
All plans are to be prepared totally by CADD in accordance with the latest design
standards and practices, Manual on Uniform Traffic Control Devices (MUTCD),
Elder Road User Program, Department Standard Specifications, Indexes, Department
Plans Preparation Manual, and Department current memorandums. Plans shall be
accurate, legible, complete in design, and drawn to the appropriate scale. All plans
shall be furnished in reproducible form on material acceptable to the Department.
K. Signalization Plans
All plans shall be prepared totally by CADD in accordance with the latest design
standards adopted by the Department, MUTCD, Department Standard Specifications
(Supplemental), Department Roadway and Traffic Design Standards. Plans shall be
accurate, legible, complete in design and drawn to the scale as directed by the
Department and furnished in reproducible form on material acceptable to the
Department.
L. Lighting Plans
All plans shall be prepared totally by CADD in accordance with the Department's
design standards, Department's Standard Specifications, Department's Roadway and
Traffic Design Standards, Department's Plans Preparation Manual, and instructions
issued by the Department to the Consultant. Plans shall be accurate, legible,
complete in design, and drawn to the appropriate scale. All plans shall be furnished
in reproducible form on material acceptable to the Department.
M. Right-of-Way Maps
All Right of Way Maps are to be prepared in accordance with the Department's Right
of Way Mapping Procedure (Topic No. 550-030-015), the Right of Way Mapping
Handbook, R/W Mapping CADD Handbook, Clarification CADD Mapping
Memoranda, and the desires of the Department as made known to the Consultant for
this project. Said maps shall be accurate, legible, complete, drawn to a scale as
directed by the Department and furnished in reproducible form. Right of Way Maps
and Legal Land Descriptions shall be prepared by or under the direction of a Florida
Professional Surveyor and Mapper.
N. Utility Services
All work shall be in accordance with the Department's Utility Manual, Standard
Specifications, current memorandums, Plans Preparation Manual, and instructions
as issued by the Department to the Consultant, and shall be accurate, legible,
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form on material acceptable to the Department. Plans shall be prepared totally by
CADD
O. Community Awareness Plan
The Community Awareness Plan to be developed by the Consultant shall be in
compliance with the Department's District Seven guidelines.
VII. OPTIONAL SERVICES
A. Optional Design Services
Optional Design Services are intended to provide for revisions or additions which
occur after the plans preparation has commenced and are essential to the objective
of this scope of services and are of the same type of work as being provided. (Refer
to Exhibit "B," Method of Compensation, for compensation provisions). Optional
Design Services shall also include Phase II, Complete Construction Plans.
Such Optional Services may include, but is not limited to, surveying, mapping,
engineering, geotechnical or other related work.
No work shall begin on these optional services until authorized in writing by the
City.
B. Optional Post Design Services
Optional Post Design Services are intended to address changed conditions that occur
following acceptance of final plans and are classified according to whether the
services are required before or after construction letting - Design Assistance and
Construction Assistance, respectively. Design Assistance consists of those Post
Design services that may be required to maintain the integrity and usefulness of final
design up through the letting of construction. Construction Assistance consists of
those Post Design services that may be required to satisfactorily complete
construction.
These services are intended to deal with changed conditions or services not covered
and are not intended for Consultant errors and/or omissions.
1. Design Assistance
At the option of the City, the Consultant shall perform additional services in
the area of Design Assistance. (Refer to attached Exhibit "B," Method of
Compensation, for compensation provision.)
Services may include, but are not limited to: Survey Update, Plans
Maintenance, and Expert Witness Testimony.
a. Survey Update
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At the direction of the City, the Consultant shall perform additional
field surveys required following plan completion and prior to the start
of construction due to a delay in construction contract letting, a
change in criteria or any other condition which requires additional
survey effort subsequent to plan completion.
b. Plans Maintenance
The Consultant shall perform engineering analyses and/or make
revisions to original "on-shelf' tracings or special provisions, as
requested by the City, to reflect changing conditions prior to letting.
Whenever original tracings are changed, the Consultant shall submit
to the Department one set of signed and sealed prints of the revised
sheets. This requirement is an addition to any other reproduction and
delivery instruction given by the Department in specific instances.
c. Expert Witness Testimony
The Consultant shall serve as an expert witness in legal proceedings
such as land condemnation, if required by the City.
2. Construction Assistance
The City may at its option, negotiate with the Consultant for certain
Construction Assistance Services. Upon satisfactory completion of the
negotiations, a Contract addendum shall be executed with the Consultant. In
the event that an agreement cannot be reached between the City and the
Consultant regarding the Optional Services, the City reserves the right to
acquire professional engineering services in accordance with Section 287.055
Florida Statutes and DOT Procedures. (Refer to attached Exhibit "B,"
Optio'nal Services, for compensation provision.)
Services may include, but are not limited to: Plans Update, Engineering
Assistance, Expert Witness Testimony, and Review of Shop Drawings.
a. Plans Update
The Consultant shall be the custodian ofthe project tracings and shall
be responsible for their upkeep during the construction period.
At the conclusion of the construction, the Consultant, if requested by
the City, shall revise the tracings to reflect as-built conditions based
on marked up prints, drawings, and other data furnished to the
Consultant. At the conclusion of construction or at the City's request,
the Consultant shall return all tracings to the Department for its use
and file.
b. Engineering Assistance
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The Consultant shall provide to the City qualified representation
during the construction phase to deal with issues concerning the
intent and interpretation of the construction contract plans and
documents prepared in the work. Should changed conditions be
encountered in the field and when requested by the City, the
Consultant shall respond in a timely manner with suitable engineering
solutions that take into account the changed conditions.
On site appearance of the Consultant shall be made during
construction at the written request of the City or its designated
representative.
From time to time during construction the Consultant may be
requested by the City or its designated representative to review
contractor proposed field changes or to respond with a recommended
solution to remedy particular field situations not covered by the plans
and specifications.
c. Expert Witness Testimony
The Consultant shall serve as an expert witness in legal proceedings
such as construction claims, if required by the City.
d. Review of Shop Drawings
The Consultant shall be responsible for the review of construction
shop drawings. Shop drawing reviews shall be performed in
accordance with the Shop Drawing Review Procedure. See Chapter
19, Florida Department of Transportation Structure Design
Guidelines.
VIII. V ALUE ENGINEERING
The Consultant shall develop the design and plans package recognizing good value
engineering practices employing value analysis as he deems necessary to support his
conclusions as shown in the plans.
IX. DESIGN DOCUMENTATION
A. Project Design Report
To facilitate design and quality assurance/control reviews of the project, the
Consultant shall commence a written Design Report at the onset of the services. A
copy of this document shall be submitted to the Department within fourteen (14)
calendar days of the receipt of Notice to Proceed.
The purpose of the Written Project Design Report is to provide the Department with
a clear understanding of project objectives, design criteria, and procedural
approaches. Also, this document assists the Consultant, as well as the Department,
in assuring conformance to established criteria.
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The Project Design Report shall provide a detailed description of the project
requirements and set forth technical criteria established for the project. Other key
elements shall include an ongoing narrative detailing the design assumptions and
decisions made during the project. This document shall also include a copy of any
other pertinent supporting data. This document shall be periodically updated (at least
with each phase submission) as additional criteria are established during the project
and shall also serve as the basis for reports, design analyses, and plan preparation.
The report shall be prepared on 81/2 inch by 11 inch pages, one side, and shall be
bound (loose leaf) on the left-hand side. A title page shall be included and should
provide the following information:
1. Project Design Report
2. Florida Department of Transportation
3. Financial Project Number.
4. County Name
5. Project Description
6. Date PreparedlDate Updated
7. Consultant's name and address
B. Design Notes and Computations
The Consultant shall submit to the Department design notes and computations to
document the design methodology conclusions during the development ofthe project
design and construction plans.
The design notes and computations shall be recorded on one-sided 8Y2 inch by 11
inch computation sheets, fully titled, numbered, dated, indexed and signed by the
designer and checker. Computer output forms and other oversized sheets shall be
reduced to 8Y2 inch by 11 inch size. The data shall be bound, indexed and titled
in a hardback, loose leaf folder for submittal to the Department.
Two (2) copies of the design notes and computations shall be submitted to the
Department with each of the Phase I, II, and III review plans. When the plans are
submitted for final review Phase IV, the design notes and computations corrected for
any Department comments shall be resubmitted. At the project completion, a final
set of the design notes and computations, properly endorsed by the Consultant shall
be organized, indexed and submitted with the record set of plans and tracings.
The design notes and calculations shall include, but not be limited to, the following
data as applicable:
1. Design criteria used for the project.
2. Geometric design calculations for horizontal alignment that are not included
in the quantity computation booklet.
3. Vertical geometry calculations.
4. Traffic analyses.
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5. Drainage computations.
6. Roadway lighting calculations.
7. Earthwork calculations not included in the quantity computation booklet or
on the plans.
8. Calculations showing cost comparisons of various alternatives considered.
9. Documentation of decisions reached resulting from meetings, telephone
conversations or site visits.
10. Calculations of quantities.
11. Bridge clearance calculations.
12. Structural analysis and design calculations.
13. Right-of-way calculations.
14. Cost Estimates.
C. Survey Documentation
The Consultant shall submit to the Department survey notes, computations, and
necessary reproducible Survey Maps (prepared by CADD) to document their surveys.
Electronic data recording shall be submitted and indexed in a manner such that it may
be stored and be readily utilized in the future.
The survey notes shall be recorded in pre-numbered field books (furnished by the
Department) in the format shown in the Department's Location Survey Manual. All
electronically collected data shall be per Appendix C Topic No. 550-030-030-a
(Automated Survey Data Gathering). It should be noted that only survey data
recorded in the format as shown in the Department's Location Survey Manual shall
be accepted unless otherwise directed by the District Location Surveyor. These field
books shall be given a peer review by the Consultant surveyor before being sent to
the Department for review. The field books shall be certified by the Consultant
surveyor in responsible charge of work being done before the final product is turned
m.
One copy of the survey notes, computations, plats, of necessary Right-of-Way
Control Drawings shall be submitted to the Department for preliminary review (one
hard copy and DGN file(s) on disk). When the map is submitted for final review, the
design notes and computations (corrected for any Department comments) shall be
resubmitted. The survey notes shall include documentation of decisions reached
resulting from meetings, telephone conversations or site visits.
X. QUALITY CONTROL
A. Quality Assurance Reviews
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The Consultant shall conduct quality assurance reviews with the requirements cited
in the Scope of Services and the Consultant's approved quality assurance/quality
control plan. Reviews shall be conducted to evaluate the adequacy of materials,
documentation, processes, procedures, training, guidance and staffing included in the
execution of this contract. Quality reviews shall also be developed and performed
to assure compliance with specific quality assurance/control provisions contained in
this contract.
B. Quality Control Plan
Within fourteen (14) calendar days after the Notice to Proceed Meeting, the
Consultant shall furnish a Quality Control (QC) Plan to the Department. The Quality
Control Plan shall detail the procedures, evaluation criteria, and instruction to his
organization to assure conformance with the contract. Unless specifically waived,
no payment shall be made until the Consultant's Quality Control Plan is approved by
the Department. Significant changes to the work requirements may require the
Consultant to revise his Quality Control Plan. It shall be the responsibility of the
Consultant to keep his QC Plan current with the work requirements. The
Consultant's Quality Control Plan shall demonstrate how all design efforts are to be
checked, back checked and rechecked on a continual basis throughout the plan
production schedule.
Consultant peer review of the plans and calculations are required, and the results of
such review must be indicated on these documents prior to submittal to the
Department. The designers' and reviewers' names are to appear on the calculations
and plans sheets. A statement that such peer review has been accomplished is to be
submitted to the Department by the Consultant. Peer review shall also be a
continuing process throughout the schedule to address problem areas and help
accelerate design decisions to minimize delays to production.
The plan shall include, but not be limited to, the following areas:
I. Organization
A description is required of the Consultant's Quality Control Organization
and its functional relationship to the part of the organization performing the
work under the contract. The authority, autonomy and responsibilities shall
be detailed, as well as the names and qualifications of personnel in the
Quality Control Organization.
2. Quality Control Reviews
The Consultant shall detail methods used to monitor and assure compliance
of his organization with the contract requirements for services and products.
3. Proposed Quality Assurance Records
The types of records that shall be generated and maintained by the Consultant
during the execution of his Quality Control Program shall be outlined.
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4. Control of Subcontractors and Vendors
The methods used by the Consultant to control the quality of services of his
subcontractors and vendors shall be detailed and complete.
5. Quality Assurance Certification
An officer of the Consultant firm shall be required to certify that each
submittal, plans, reports, right-of-way maps, and legal descriptions, et cetera
have been prepared and checked in accordance with good engineering
practices and represent quality products.
6. Monthly Report
The Consultant shall report on his quality assurance effort as part of his
regular monthly progress reports.
C. Quality Assurance Records
The Consultant shall maintain adequate records of the quality assurance actions
performed by his organization (including subcontractors and vendors), in providing
services and products under this contract. All records shall indicate the nature and
number of observations made, the number and type of deficiencies found, and the
corrective actions taken. These records shall be available to the Department upon
request during the contract term. All records shall be kept at the primary project
office site. All records are subject to audit review. The Quality Control Program
shall also include a second level of review -- a "technical peer review."
The peer review comments for each submittal shall be summarized with a response
of what action was taken for each comment and submitted to the Department along
with the marked-up plans.
This technical peer review can be conducted by several methods:
I. The review may be accomplished internally by persons not actively involved
in the project design within the Consultant's organization, or
2. The Consultant may contract the review with another Consultant firm, after
prior approval by the City.
XI. DEPARTMENT RESPONSIBILITIES
A. The Department, at their option, may delegate any or all Department functions and
responsibilities to a General Consultant which shall act as an extension of the
Department's staff and should receive the same courtesies and cooperation as the
Department.
B. The Department will furnish the following items to the Consultant:
1. Pre-numbered survey books in which to record field data.
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2. Standard Department disks for use III Consultant provided concrete
monuments for the bench line.
3. Approve all contacts with regulatory agencies and local governments.
4. Phase reviews of all plans and right-of-way maps, etc.
5. Permit the Consultant to utilize the Department's Data Processing and
Computer Services for programs requested by the Consultant and approved
by the Department.
6. An approved Environmental Document.
7. Sign, submit and review environmental permit applications.
8. Sign, submit and review any dredge and fill permit applications.
9. All available traffic and planning data (the Consultant may request this
directly from planning personnel).
10. Approved utility relocations.
II. Advise the Consultant in all utility negotiation matters.
12. Project utility certification to the Department's Central Office.
13. Construction plans at hazardous waste sites for incorporation into the plans.
14. Geodetic baseline control surveys.
IS. Existing Right-of-Way Maps.
16. All available information in the possession of the Department pertaining to
subdivision plats so that the Consultant may take advantage of additional
areas that can be utilized as part of the existing right-of-way.
17. All available information pertinent to the Structures (plans, bridge inspection
reports, pile driving records, etc.)
XII. GENERAL
A. Meetings
1. The Consultant shall attend a notice to proceed meeting scheduled by the
City to receive the official Notice to Proceed. The purpose of this
introductory meeting is three-fold:
a. The City shall render all relevant information in its possession. This
may include traffic data, planning information, and available as-built
plans.
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July 8, 1998
I
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b. The City shall establish any ground rules upon which the plans
process shall be developed.
c. The City shall explain the financial administration of the contract.
2. The Consultant shall make such reviews, attend such meetings, and make
such contacts as are necessary to maintain the project schedule and for proper
preparation of plans, specifications, special provisions, coordination with
utilities (including the utility pre-design conference) and coordination with
designers of adjacent sections (if applicable).
3. The Consultant shall meet on a monthly basis with representatives ofthe City
at the City's office, the Consultant's office, or at the project site, for the
purpose of reviewing the status of the project. The Consultant's Princpal
shall also attend one (1) field walk through with the Department's
Project Manager and other Department staff responsible for the plan
reviews. The Consultant shall provide summary minutes within five (5)
working days after each meeting for review and approval by the Department.
4. The Consultant shall provide the proper coordination and information
exchange between the subconsultants, Project Manager, the Department,
other agencies, local municipalities, and the public.
5. The Consultant shall conduct monthly meetings with the Consultant team
which shall consist of the Consultant's production managers, Subconsultant
production managers and the City Project Management representative.
B. Professional Endorsement
After the City and Department accepts the final plans, one (1) set of record prints on
xerographic bond shall be furnished to the Department. The Consultant shall signify,
by affixing an endorsement of embossed seal and original signature on every sheet
of the record set, including the computer generated automated 'Summary Of Pay
Items Sheet', that the work shown on the endorsed sheets was produced by a Florida
registered Professional Engineer.
The Consultant shall also submit with the Final Plans the following items, signed and
sealed by the responsible Florida Registered Professional Engineer:
1. Original reproducible set of plans
2. Four (4) copies of plan set
3. Original computer generated automated 'Summary Of Pay Items Sheets',
signed and sealed.
4. Four (4) copies of the computer generated automated 'Summary Of Pay
Items Sheets'.
5. Original Computation Book, signed and sealed.
6. Three (3) copies of Computation Book
7. One (1) Design Documentation Booklet.
8. All related CADD files.
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July 8, 1998
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I
9. A full size (24" x 36") mylar of the Drainage Map.
The original set of plans shall have the title block placed on each sheet, an original
signature shall be placed on the key map, and an original or stamped signature on all
other plan sheets. The original reproducible set of plans shall be bound along the left
border as directed by the Department's Project Manager.
C. Plans and Documentation Reproduction
The Consultant shall furnish, as a maximum, thirty-five (35) sets of plans on
xerographic bond as required for each submittal by the City to adequately control,
coordinate, and approve the plans for both utility and design considerations.
The Consultant shall also furnish, as a minimum, the following items:
1. Ten (10) copies of Design Documentation Booklet.
2. Ten (10) copies of Summary of Pay Items.
3. Ten (10) copies of Computation Book.
4. Twenty (20) copies of Comment Responses.
5. One (1) copy of Peer Review Plans.
The above items (including plans) shall be furnished at each submittal stage, as
applicable. The Consultant shall contact the City's project manager before submittal
to verify the exact quantity for each item and the location(s) where the material shall
be delivered. The Consultant shall be responsible for sorting and packaging all
submittal material and delivering all packages to locations furnished by the
Department's project manager. The Consultant shall utilize a standard submittal
letter provided by the Department to organize and accompany each submittal package
delivered. Each package shall be enclosed in an envelope or envelopes and
addressed as instructed by the Department's project manager. Plans larger than 11"
x 17" shall be rolled and delivered in a tube or other container to protect the plans.
D. Phase Reviews
Plans will be reviewed by the Department at intervals specified by the Department,
including phase review submittals Phase I (30%), Phase II (60%), Phase III (90%),
Phase IV (100%) roadway, Phase V (100% ) resubmittal and other non-structure plans
submittals and Bridge Development Report, 30% Plans, 90% Plans, and 100%
bridge plans submittals. Twenty-five (25) sets of prints will be required for each
plans review submittal. Contents of design submittals are to conform to "Design
Submittals" and to the Department Plans Preparation Manual. Contents of bridge
design submittals are to conform to the current Department's Structures Design
Guidelines and Structures Detailing Manual. Submittals shall be in 11 "x17" format.
The Consultant shall be responsible for all phase review coordination. Ajoint office
phase review meeting with Department personnel, other appropriate agencies, and
the Consultant's staff (including their Constructibility Reviewers) shall be scheduled
to resolve critical issues and/or design problems affecting the project. For at least one
phase review, a field walk through review, by the Consultant Principal, Consultant
Project Manager, FDOT Project Manager, City Project Manager, and other
A-55
July 8, 1998
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appropriate FDOT personnel (including Construction and Maintenance) shall be
conducted. The Consultant shall transmit phase review plan sets to each reviewer by
means of a document transmittal letter that shall include the phase review meeting
date, place and time. Consultant peer reviews of the plans and calculations are
required for each phase prior to submittal. A marked set of prints indicating the
reviewers for each component will be required with each phase submittal.
It is the intention of the City that Design Consultants are held responsible for their
work, including plans review. Detailed checking of Consultant plans or assisting in
designing portions of the project for the Consultant is not the intent of having
external design Consultants. The purpose of Consultant plan reviews is to ensure
that Consultant plans follow the plan preparation procedures outlined in the Design
manual, that state and federal design criteria are followed with the Department
concept, and that the Consultant submittals are complete and that designs are cost
effective.
E. Cross Section Profile Products
The final cross section and profile products shall be furnished in digital format
compatible for use within the Department's Intergraph System.
F. Consultant's Schedule of Activities
Within three (3) weeks after written Notice to Proceed, the Consultant shall provide
a schedule, a project milestones accompanied by an anticipated payout curve. The
schedule and anticipated payout curve shall be prepared in a format acceptable to the
City.
The Consultant shall prepare and submit a detailed schedule for Consultant activities
on the project, monthly written narrative progress reports (format to be furnished by
the City), and attend monthly project meetings. This schedule shall be updated and
resubmitted for the City's approval whenever schedule changes are made. The
schedule shall indicate submission dates for the Bridge Development Report, 30%
Structure Plans, 90% Structure Plans, 100% Structure plans, Phase I, Phase II, Phase
III, Phase IV, and final roadway plans. For purposes of scheduling, the Consultant
shall allow for three (3) weeks of Department review of each roadway design and
non-structure plans submittal, eight (8) weeks for each bridge plans submittal, and
two (2) weeks for Tracings Review.
G. Disposition of Plan Review Comments
The Consultant shall submit in writing to the Department, within two (2) weeks of
receipt of comments, the disposition of all plan review comments in written form.
H. Coordination With Other Consultants
The Consultant is to coordinate his work with any adjacent and integral Consultants
to effect complete and homogeneous plans and specifications for the project(s)
described herein.
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July 8, 1998
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The Consultant shall coordinate his work with local governmental entities to ensure
design and right-of-way requirements for the project are compatible with local public
works improvements and right-of-way activities.
I. Construction Cost Estimates and C.E.S. Quantities
The Consultant shall prepare an Engineer's cost estimate covering the projects major
pay items with contingencies provided for the minor pay items. The Engineer's
estimate shall be submitted with Phase II review.
The Consultant shall develop a spreadsheet with the plan's pay items, estimated
quantities, and unit prices for Phase III, Phase IV and Final plans submittals.
Note: the Consultant shall expend the necessary effort to ensure that the cost
estimates submitted are as accurate and current as all known conditions at the
time of the submittal.
J. Technical Special Provisions/Specification Package
The Consultant shall provide Technical Special Provisions for all items of work not
covered by the Standard Specifications, Supplemental Specifications or Recurring
Special Provisions. The current Supplemental Specifications and Recurring Special
Provisions are available from the District Specifications Engineer, upon request.
Standard Specifications, Supplemental Specifications or Recurring Special
Provisions should not be modified unless absolutely necessary to control specific
project requirements. Any modifications must be justified to the Department's
Specification Office to be included in the Project's Specification Package as
Technical Special Provisions. Technical Special Provisions shall be submitted on 8Y2
inch by II inch sheets (printed on one side only) and on a 3Y2 inch diskette in
WordPerfect 6.2 or compatible format. The Technical Special Provisions shall be
signed, sealed and dated in accordance with Chapter 471 or Chapter 481, FS as
appropriate.
The Consultant shall be responsible for reviewing the specifications (prepared by the
District) during the preparation ofthe specs. It is the Department's intent to have the
Engineer of Record (E.O.R.) bring the Department's attention to any conflicts, errors,
oversights, etc. . . when comparing the specification to the plans package. Upon
completion of the final specifications, the Specifications Engineer shall be
responsible for providing the E.O.R. with a final copy.
K. Americans With Disabilities Act (ADA)
All pedestrian features included in this project shall be designed in full compliance
to the American With Disabilities Act (ADA).
L. Computer Disk Scanning
All disks shall be scanned for viruses prior to submitting to FDOT. Failure to scan
for and remove viruses may result in a lower Consultant work performance
evaluation.
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July 8, 1998
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XIII. COMPUTER SERVICES
The use of Computer-Aided Drafting and Design (CADD) is mandatory for the performance
of services required in connection with this project.
Services shall conform to "CADD Roadway Standards: (FDOT Topic No. 625-010-007),
"Plans Preparation Manual" (FDOT Topic No. 625-00-101), "Roadway and Traffic Design
Standards" (FDOT Topic No. 625-010-003), Structures Design Office Standard Drawings
(FDOT Topic No. 625-020-300) "Structures Design Guidelines" (FDOT Topic No. 625-020-
150) and "Structures Detailing Manual" (FDOT Topic No. 625-020-200).
Electronic deliverables for this project shall be in the International System of Units (SI).
They shall be submitted to the.Department on one or more single session CD-ROM disk(s)
written in IS09660 format. Alternative Department delivery methods must have prior
written approval by the District CADD Manager.
XIV. BEGINNING AND LENGTH OF SERVICES
Services to be rendered by the Consultant, as herein described, shall be commenced upon
written notice from the City, and shall be completed within
from the date of such notice.
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July 8, 1998
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EXHIBIT B
METHOD OF COMPENSATION
AND
SUMMARY OF FEES
I
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METHOD OF COMPENSATION
The Consultant shall be paid a Maximum Limiting Amount of $3.791.768.00 . This
amount shall not be exceeded without a fully executed agreement between both parties.
An estimated breakdown of fees for each activity is below. The amount of each may vary
as long as the total amount is not exceeded.
BASIC DESIGN SERVICES
BASIC SERVICES:
Bridge Activities
Roadway Activities
Labor Subtotal
18,777 hours x $92 A vg. Rate
13,182 hours x $76 Avg. Rate
$1,727,484
1,001,832
$2,729,316
CADD/Computer Costs
12,736 hours x $15
191,040
Other Direct Costs
$80,000
Basic Services Subtotal
$3,000,356
OTHER REQUIRED SERVICES:
Surveying, Photogrammetry & R/W Mapping
Geotechnical/Foundation Analysis
Fred Gottemoeller & Associates
R/W Acquisition Assistance Allowance
Additional Computer Renderings Allowance
$234,710
176,142
100,000
50,000
50,000
Other Services Subtotal
$610,852
CONTINGENCY @ 5%
$3,611,208
$180,560
TOTAL
GRAND TOTAL FEE ESTIMATE
$3,791,768
Billings shall be no more than monthly at the rate schedules shown in this Exhibit "B". They
shall be submitted (2 copies) to the City Engineer.
Costs for the right-of-way acquisition assistance shall be based on reimbursable amounts billed
by Subconsultant with !!Q additional mark up from the prime Consultant.
B-1
1
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RATE SCHEDULE
FOR
BASIC DESIGN SERVICES
Thru Dec. Thru Dec.
Job Classification Est. % of Time 1999 2000
Project Manager 5% $ 130/hr. $ 135/hr.
Chief/QC Engineer 10% $ 145/hr. $150/hr.
Sr. Bridge Engineer 20% $105/hr. $ 110/hr.
Sr. Highway Engineer 5% $95/hr. $100/hr.
Engineer 15% $75/hr. $78/hr.
Designer 20% $70/hr. $73/hr.
CADD Technician 20% $55/hr. $58/hr.
Clerical! Administrative 3% $40/hr. $42/hr .
RATE SCHEDULE
FOR
SURVEY SERVICES
Thru Dec. Thru Dec.
Job Classification 1999 2000
Professional Land Surveyor $90/hr. $95/hr.
Office Survey Technician $60/hr . $63/hr.
Survey CADD Technician $50/hr. $52/hr.
Survey Field Supervisor $70/hr. $73/hr.
4-Person Survey Crew $120/hr. $125/hr.
Rates for geotechnical fieldwork, lab, and engineering services are shown on the attached sheets.
The above rates cover all labor costs including wages, salaries, fringe benefits, overhead
and operating margin. Rates for Post Design and Construction related services will be
negotiated at the time these services are expected to commence for the years 2001 and
2002.
B-2
I
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EXHIBIT C
CITY OF CLEARWATER
RISK MANAGEMENT/INSURANCE
REQUIREMENTS
FOR
AGREEMENTS AND CONTRACTS
1
I
EXHIBIT C
CITY OF CLEARWATER
RISK MANAGEMENTIINSURANCE REQUIREMENTS
FOR
AGREEMENTS AND CONTRACTS
STATEMENT OF PURPOSE
The City of Clearwater enters into agreements and contracts for services and/or products of other
parties.
Agreements and contracts shall contain Risk ManagementlInsurance terms to protect the City's
interests and to minimize its potential liabilities. Whenever applicable, the following terms shall
be included in agreements and contracts.
CITY DEFINED
The term City (wherever it may appear) is defmed to mean the City itself, its Commission, the
Community Redevelopment Agency of the City of Clearwater, a Florida governmental agency
created pursuant to Part III, Chapter 163, Florida Statutes, its duly appointed officers, or other
public bodies, officers, employees, volunteers, representatives and agents.
OTHER PARTY DEFINED
The term other party (wherever it may appear) is defmed to mean the other person or entity which
is a party to an agreement or contract with the City, any subsidiaries or affiliates, officers,
employees, volunteers, representatives, agents, contractors, and subcontractors.
HOLD HARMLESS
The City shall be held harmless against all claims for bodily injury, sickness, disease, death or
personal injury or damage to property or loss of use resulting therefrom, arising out of the
agreement or contract as caused by the negligence of the other party unless such claims are a
result of the City's negligence.
PAYMENT ON BEHALF OF THE CITY
The other party agrees to pay on behalf of the City, and to pay the cost of the City's legal defense,
as may be selected by the City, for all claims described in the Hold Harmless paragraph. Such
payment on behalf of the City shall be in addition to any and all other legal remedies available to
the City and shall not be considered to be the City's exclusive remedy.
INSURANCE
The other party shall provide the following described insurance, except for coverages specifically
waived by the City, on policies and with insurers acceptable to the City.
C-l
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These insurance requirements shall not limit the liability of the other party. The City does not
represent these types or amounts of insurance to be sufficient or adequate to protect the other
party's interests or liabilities, but are merely minimums.
Except for workers' compensation and professional liability, the other party's insurance policies
shall be endorsed to name the City as an additional insured to the extent of the City's interests
arising from this contract agreement.
Except for workers' compensation and professional liability, the other party waives its right of
recovery against the City, to the extent permitted by its insurance policies.
The other party shall request that its insurers' policies include or be endorsed to include a
severability of interest/cross liability provision so the City will be treated as if a separate policy
were in existence without increasing the policy limits.
The other party's deductibles/self-insured retentions shall be disclosed to the City and may be
disapproved by the City. The other party is responsible for the amount of any deductible or self-
insured retention.
Workers' Comoensation Covera2e
The other party shall purchase and maintain workers' compensation insurance for all workers
compensation obligations imposed by state law and employers liability limits of at least $100,000
each accident and $100,000 each employee.
The other party shall also purchase any other coverages required by law for the benefit of the
employees.
General. Automobile And Excess Or Umbrella Liability Covera~e
The other party shall purchase and maintain coverage on forms no more restrictive than the latest
editions of the Commercial or Comprehensive General Liability and Business Auto policies of
the Insurance Services office.
Minimum limits of $500,000 per occurrence for all liability must be provided, with excess or
umbrella insurance making up the difference, if any, between the policy limits of underlying
policies (including employers liability required in the Workers' Compensation Coverage Section)
and the total amount of coverage required.]
Commercial General Liability
If Commercial General Liability coverage is provided:
Coverage A shall include premises, operations, products and completed
independent contractors, contractual liability covering this agreement
broad form property damage coverages.
operations,
or contract, and
Coverage B shall include personal injury.
Coverage C medical payments, is not required.
C-2
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Occurrence Form
The occurrence form of Commercial General Liability must be provided.
Comorehensive General Liabilitv
If Comprehensive General Liability coverage is provided it shall include at least:
Bodily mJury an property damage liability for premises, operations,
products/completed operations, independent contractors, and property damage
resulting from explosion, collapse or underground (x,c,u) exposures.
Broad Form Comprehensive General Liability coverage, or its equivalent, with at
least:
Broad Form Contractual liability covering this agreement or contract, personal injury
liability and broad form property damage liability.
Products/Comoleted Ooerations Covera~e
The other party is required to continue to purchase products contract or agreement, for a
minimum of three years beyond the City's acceptance of renovation or construction projects.
Business Auto Liabilitv
Business Auto Liability coverage is to include bodily injury and property damage arising out of
operation, maintenance or use of any auto, including owned, nonowned and hired automobiles
and employee nonownership use.
Watercraft/Aircraft Liabilitv
If the other party's provision of services involves utilization of watercraft or aircraft, watercraft
and/or aircraft liability coverage must be provided to include bodily injury and property damage
arising out of ownership, maintenance or use of any watercraft or aircraft, including owned,
nonowned and hired.
Excess or Umbrellas Liabilitv
Umbrella Liability insurance is preferred, but an Excess Liability equivalent may be allowed.
Whichever type of coverage is provided, it shall not be more restrictive that the underlying
insurance policy coverages.
CERTIFICATES OF INSURANCE
Required insurance shall be documented in Certificates of Insurance which provide that the City
shall be notified at least 30 days in advance of cancellation, nonrenewal or adverse change. New
certificates of Insurance are to be provided to the City prior to coverage renewals.
C-3
I
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If requested by the City, the other party shall furnish complete copies of the other party's
insurance policies, forms and endorsements.
The address where all such Certificates of Insurance and policies of insurance, when requested,
shall be sent or delivered is as follows:
City of Clearwater
Attention: City Clerk
P.O. Box 4748
Clearwater, FL 33758-4748
For Commercial General Liability coverage the other party shall, at the option of the City,
provide and indication of the amount of claims payments or reserves chargeable to the aggregate
amount of liability coverage.
Receipt of certificates or other documentation of insurance or policies or copies of policies by the
City, or by any of its representatives, which indicate less coverage than required does not
constitute a waiver of the other party's obligation to fulfill the insurance requirements herein.
INSURANCE OF THE OTHER PARTY PRIMARY
Insurance required of the other party or any other insurance of the other party shall be considered
excess, as may be applicable to claims which arise out of the Hold Harmless, Payment on Behalf
of City, Insurance, Additional Insurance and Certificates of Insurance provisions of this
agreement or contract.
LOSS CONTROL/SAFETY
Precaution shall be exercised at all times by the other party for the protection of all persons,
including employees, and property. The other party shall be expected to comply with all
applicable laws, regulations, or ordinances related to safety and health and shall make special
efforts where appropriate to detect hazardous conditions and shall take prompt action where loss
control!safety measures should reasonably be expected.
The City may order work to be stopped if conditions exist that present immediate danger to
persons or property. The other party acknowledges that such stoppage will not shift
responsibility for any damages from the other party to the City.
PROFESSIONAL LIABILITY. MALPRACTICE AND/OR ERRORS OR OMISSIONS
The City requires the following terms and types of insurance for professional, malpractice, and
errors or omissions liability.
Hold Harmless
The City shall be held harmless against all claims for bodily injury, sickness, disease, death or
personal injury or damage to property or loss of use resulting therefrom to the extent arising out
of negligent performance of the agreement or contract, unless such claims are a result of the
City's own negligence.
C-4
I
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The City shall also be held harmless against all claims for financial loss with respect to the
provision of or failure to provide professional or other services resulting in professional,
malpractice, or errors or omissions liability to the extent arising out of negligent performance of
the agreement or contract, unless such claims are a result of the City's own negligence.
Professional Liabilitv/Maloractice/Errors or Omissions Insurance
The other party shall purchase and maintain professional liability or malpractice or error or
omissions insurance appropriate for the type of business engaged in by the other party with
minimum limits of $1 ,000,000 per claim.
If a claims made form of coverage is provided, the retroactive date of coverage shall be no later
than the inception date of claims made coverage, unless prior policy was extended indefinitely to
cover prior acts.
Coverage shall be extended beyond the policy year either by a supplemental extended reporting
period (ERP) of as great duration as available, and with no less coverage and with reinstated
aggregate limits, or by requiring that any new policy provide a retroactive date no later than the
inception date of claims made coverage.
w:\memcsway\bridges\replacement.doc
C-5
I
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EXHIBIT D
DETAILS OF FEE
ESTIMATE
I
I
BASIC DESIGN SERVICES
MEMORIAL CAUSEWAY BRIDGE
Estimated Manhours
, . . . Total Portioll of HI's.
Road" ay " ork Act 1\ tHe, 'I I ("I)[)/('
. an lOurs on H Ol11p.
4,706
934
1,418
585
580
232
1,575
100
1,400
1,652
1 757
314
o
o
280
68
608
o
400
200
13,182
3,627
B . I " I ' . 't' Total \Ianhour, Portion of I-Irs.
rH ue or ~ ~ctt \ lies
~ (Engineer & OralIeI') Oil CADD/Comp.
1,400
4,710
10,960
1,707
18,777
100
1,884
7,125
o
9,109
This does not include any work associated with downtown traffic studies, beach-end causeway modifications,
marina, or park and roadways associated with beach or park studies/designs.
w:\memcsway\bridges\replacement.doc
D-l
Q
I
SURVEYIRIGHT-OF-WA Y MAP
FEE ESTIMATE
Field Survey 130 days @ $960/day $124,800
Right-of- Way Control Mapping 44 hrs. @ $90/hr. = $3,960
78 hrs. @ $60/hr. = 4,680
182 hrs. @ $50/hr. = 9,\ 00
304 hrs. $17,740
Office Survey Services 168 hrs. @ $90/hr. = $15,120
134 hrs. @ $60/hr. = 8,040
195 hrs. @ $7/hr. = 13,650
252 hrs. @ $50/hr. = 12,600
52 hrs. @ $90/hr. = 4.680
801 hrs. $54,090
Right-of- Way Maps 504 hrs. @ $67.38/hr. Avg. Rate = $33,960
Aerial Photographs $4,120
SUBTOTAL $234,710
w:\admin\whw\survey-row.doc
D-2
State Project No.
15220-1559
i
FIELD SURVEY
MANHOUR ESTIMATE
I
W.P.1. No:
Project Type:
Project Limits:
Date:
3/28/98
Name ot Estimator: R. Wright/B. Brandenburg
Name of Firm: Florida Design Consultants
Memorial Causeway Bridge
0.4 mile west of existing ridge to S.R. 595
(S. Fort Harrison Avenue)
Pinellas
FOOT Project Manager:
WORK ELEMENT
I
I DESIGN SURVEY
I Baseline Control
Alignment
Reference Points
Bench Levels
Digital Terrain Model Survey
Topography
Roadway Cross-Sections/Profiles
Intersection Cross-Sections
Underground Utilities
Aerial Target Placement
Drainage Survey
Stake-out for Borings
Outfall & Detention Survey
Bridge Data Survey
Channel Survey
RIGHT-OF-WAY
Section Ties
Subdivision Ties
Maint. Right-ot-Way Ties
IBUilding Ties
Property Line Ties
IJUnSdlctlOnal Line Survey
Tide Line Survey (MHW)
,
ijMaintained R-O-W Survey
II
IjR-O-W Monumentation
II
iEertified Corner Records
~ TOTAL
Coun!)':
II CREW DAYS 'I
!i 3-MAN~1 4-MANI15-MAN I
II 11- 3 I
II II 10
II I
II
.1 1
II i
II II 2
l'ffi
i I 0
I II
I~
REMARKS
6
Approx. 25 control points
3
!Verify check aerial D.T.M.
9100 + linear feet including side st.
Included in aerial D.T.M.
8
Horiz. only, no diggi~glprobe
Including wing targets
4
4
4
Including channel locations
o
14
I 0 I
I 16 I
i I 0
I~
~
~
I, 0 I
!I 0 i
11 2 j ___..1 _.___
If 1 To~[-----
2 Sections
3 Sites
I
I
:L _
\1
J
j
o
D-3
RK/DAC/9-26-96
SUROFF
I,SURVEY ESTIMATES
,
State Project No.: 15220-1599
W.P. I. No.:
Date: 3/28/98
Name of Estimator: R. WrighVB Brandenbur~
Project Txpe: Memorial Causeway Bridge
Name of Firm:
Florida Design Consultants
Project limit: 0.4 mile west of existing bridge to S,R. 595
(S. Fort Harrison Avenue)
FOOT Project Manager:
County:
SURVEY OFFICE SERVICES MANHOUR ESTIMATE
EMPLOYEE CLASSIFICATION MANHOURS REMARKS
Professional Land Surveyor 168
Office Technician 134
Draftsman 0
Field Supervisor 195
CADD Technician 252
P.L.S.G.P.S.B.L.C. Control 12
P.L.S.G.P.S;'Section Ties 40
TOTAL MAN HOURS 801
RIGHT OF WAY CONTROL MAPPING MAN-HOUR ESTIMATE
EMPLOYEE CLASSIFICATION
MANHOURS
REMARKS
Professional Land Surveyor
44
Office Technician
78
CADD Technician
182
TOTAL MANHOURS
304
D-4
RK/OAC/9-25-96
ROW.MH
I
METRICICADD
RIGHT OF WAY MAPPING
MANHOUR ESTIMATE
,
State Project No.
N<lme 01 Estimator:
15220-1559
W.P.I.No:
Proj~e:
~ect Limits:
County:
Date: 3128/98
Name of Firm:
Robert C. Wright. Jr. 1 Bob Brandenburg
Florida Design Consultants
Memorial Causeway Bridge
0.4 mile west of exisitng bridge to S.R. 595 (S. Fort Harrison)
FOOT Project Manager:
NUMBER MHlUNIT .
OF TOTAL ON-CADD
WORK ELEMENT UNIT UNITS PROF. I TECH. MAN HOURS MANHOURS REMARKS
Cover Sheet (DOT) Per Sheet 1 1 I 6 7
I Cover Sheet (FHW A) Per Sheet 0 0 0 0
Reference Sheet I Per Sheet 2 1 6 14 I
Preliminary Map (30%) \
Plot Align.. Land Lines. Existing R/W . Per Sheet 8 1 15 128
...... Lines and Major Topography
Ouality Assurance & Correct Errors I Per Sheet 8 2 2 32
(60%)
Plot Design Requirements Per Sheet 8 0 1 8 I I
Plot Parent tracts per Title Search Per Sheet 8 2 4 48
Improvements/Encroachments Per Sheet 8 0 2 16
Maintained Right of Way Per Sheet 8 0 0 0
Quality Assurance & Correct Errors Per Sheet 8 2 2 32
I
Final Map (900/0-100%)
Calculate takes & remainders. Per Sheet 8 1 6 56 I
......easements. etc.
Add pertinent information to map Per Sheet 8 0 4 32
Plot Limits of Construction Per Sheet 8 0 1 8
I
I I I
I Prepare Tabulation of Ownership Per Sheet 1 2 12 14
, ......Sheet(Complete)
,
I Compare Final Map wlDesign Plans Per Sheet 8 0.5 0.5 8
!......Revisions to Map (intangible)
Quality Assurance & Correction Errors Per Sheet 9 3 2 45
I Legal Description
I
I I
I Prepare DescriptionlQAlcertily Each
I 16 1.5 I 2 56
I I I I
! Prepare License AgreemenVOA Each 0 0 0 0
i
]
TOT AL
124
380
504
o
D-5
~ \\ I. I. II .\ \\ S
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March 26, 1993
/-lOR Engineering, Inc.
5100 West Kennedy Boulevard
Suite 300
Tampa, Florida 33609-1806
Attention:
Mr. Doug Butler
Project Manager
<:;"hject:
F,>f' !=:<;'!rn:lte fo:- Geot:'chnic:~1 <;;:en:i'~es
Memorial Causeway Bridge
Clearwater, Florida
WES Project Nil C396067
Dear Mr. Butler:
,
Williams Earth Sciences, Inc. is pleased to provide the attached fee estimate to perfornl field and Geotechnical
engineering services for the above referenced project. We received some conceptual drawings and scope of
services for the project on March 18, 1998. The estimate is based on the information provided, and our local
experience related to the subsurface conditions anticipated.
We appreciate the opportunity to provide this fee estimate and look forward to working with HDR Engineering
on this project. If you should have any questions concerning the attached fee estimate, please do not hesitate
to contact our office.
Very truly yours,
WILLIAMS EARTH SCIENCES, INC.
~ \ ~
Larry D.' peJi , P.E.
Geotec nical Engineer
Florida Registration Nil 52105
F:\PROJECTS\CJ96061\ESTIMATE. WPD
Submituls (I) Addressee
(I) file
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RECEIVED
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HDR INC
TAMPA. 'FLORIDA
rE
ESTIMA TED SERVICES REQUIRED(GE1ECHNICAL) ,
JOB NAME MEMORIAL CAUSEWAY
PROPOSAL NO. CJ96067A
DA TE PREPARED: 0J/25198
FIELD TESTING
MOBILlZA TION QUANTITY DEPTH TOTAL
TRUCK MOUNTED RIG (EACH) 3 J
CONE PENETROMETER(EACH) 1 1
DRILL RIG- TRI.POD
GEMCO (SMALL TIRES)(EACH)
GEMCO (lGP)(EACH)
GEMCO (AMPHIBIOUS)(EACH)
BARGE(EACH)
ROADWA Y
SHALLOW HAND AUGER BORINGS (11.I) 53 2 106
DEEP AUGER BORINGS(M) 16 5 80
DELINEATION OF MUCK & UNSUITABLE
SOILS (MUCK PROBES)(MAN-HOUR) 0
PAVEMENT CORES(EACH) 20 20
EMBANKMENT AREAS
BORINGS (SPT)(1 M INTERVAL)
BORINGS (SPT)(1 11.I INTERVAL)
BORINGS (SPT)(1.5 M INTERVAL)
BORINGS (SPT)(1.5 M INTERVAL)
CONE SOUNDINGS (CPT)(M) 5 15 75
CONE SOUNDINGS (CPT)(M)
CONE SOUNDINGS (CPT)(M)
CONE SOUNDINGS (CPT)(M)
DILA TOMETERS(EACH) 0
VANE SHEAR TESTS(EACH)
UNDISTURBED SAMPLES(EACH) 6 6
STRUCTURES
BRIDGE BORINGS
LAND
1 METER SAMPLE CENTERS(M) 1 30 30
1.5 METER SAMPLE CENTERS(M) 2 30 60
1 METER SAMPLE CENTERS(M)
1.5 METER SAMPLE CENTERS(M)
WATER
1 METER SAMPLE CENTERS(M) 2 60 120
1.5 METER SAMPLE CENTERS(M) 1 30 30
ROCK CORES
4 INCH DIAMETER (<15M) 10 10
(1S-30M) 20 20
(30 - 45 M) 10 10
(45 - 60 M) 10 10
BRIDGE DECK CORES(EACH)
RETAINING WALLS SPT BORINGS (LAND)(1 M INTERVAL) 10 15 150
SPT BORINGS (LAND)(1.S M INTERVAL) 10 15 150
CULVERTS
SPT BORINGS (LAND)(1 M INTERVAL)
SPT BORINGS (LAND)(1.5 M INTERVAL)
DRAINAGE & MrTlGA TION
BOREHOLE PERCOLATION TESTS(EACH) 8 8
DOUBLE RING INFll TRA TION TESTS(EACH) 4 4
HAND AUGER BORINGS FOR SEASONAL
HIGH WATER lEVEL ESTIMA TES(M) 10 2 20
HAND AUGER BORINGS FOR FIll ESTIMATES 0 6
SPT BORINGS (LAND)(1 M INTERVAL)
SPT BORINGS (lAND)(I.S M INTERVAL) 4 8 32
OTHER STRUCTURES
HIGH MAST lIGHTING(1 M INTERVAL)
STANDARD lIGHT1NG(I.S M INTERVAL)
SIGNS(1 M INTERVAL) 10 7 70
SIGNAL POLES(1 M INTERVAL) 6 7 42
MAST ARMS(1 M INTERVAL) 4 7 28
PIPES(I.S M INTERVAL)
NOISE WALlS(1 I\A INTERVAL)
WILLIAMS EARTH SCIENCES. INC. F\ 123FllE S\FEE\C398087 A. WK4
D-7
I
JOB NAME: MEMORIAL CAUSEWAY
PROPOSAL NO.: C396067A
DATE PREPARED: 03/25/98
ITEM
ESTIMA TED
UNIT QUANTITY
MOBIUZA TION
A)DRILL RIG-LAND
B)DRILL RIG-WATER
C)ELEC CONE PENET
D)DRILL RIG- TRI-POD
E)GEMCO(SMALL TIRES)
F)GEMCO(LGP)
G)GEMCO(AMPHIBIOUS}
H)\l'JES SMALL BARGE
BARGE
TUG(EACH MOVE)
CREW/WORK BOAT
BARRICADES
SIGNS
ARROW BOARD
OFF DUTY TROOPER
PER DIEM
EACH 3
EACH 0
EACH 1
EACH 0
EACH 0
EACH 0
EACH 0
EACH 1
DAY 29
EACH 0
DAY 29
BARRICADE/DAY 200
SIGN/DAY 32
DAY 4
HOUR 0
MANIDA Y 0
SOIL TEST BORINGS - OVER WATER(2.5 FOOT SAMPLE INTERVAL)
A)0-25 FEET UN. FT. 125.0
B)25-50 FEET UN. FT. 250.0
C)50-75 FEET UN. FT. 250.0
0)75-100 FEET UN. FT. 250.0
E)100-125 FEET UN. FT. 25.0
F)125-150 FEET UN. FT. 0.0
G)150-175 FEET UN. FT. 0.0
H)175-200 FEET UN. FT. 0.0
1)200-225 FEET UN. FT. 0.0
J)225-250 FEET UN. FT. 0.0
SOIL TEST BORINGS - OVER WATER(5 FOOT SAMPLE INTERVAL)
A)0-25 FEET UN. FT. 125.0
B)25-50 FEET UN. FT. 250.0
C)50-75 FEET UN. FT. 250.0
0)75-100 FEET UN. FT. 250.0
E)100-125 FEET UN. FT. 25.0
F)125-150 FEET UN. FT. 0.0
G)150-175 FEET UN. FT. 0.0
H)175-200 FEET UN. FT. 0.0
1)200-225 FEET UN. FT. 00
J)225-250 FEET UN. FT. 0.0
SOIL TEST BORINGS-ON LAND(2.5 FOOT SAMPLE INTERVAL)
A)0-25 FEET UN. FT.
B}25-50 FEET UN. FT.
C)50-75 FEET UN. FT.
735.0
265.0
25.0
,
UNIT
COST
$300.00
$8.000.00
$300.00
$300.00
$750.00
$2,000.00
$5,000.00
55,1)00.00
$500.00
$1,000.00
$50.00
$0.47
$0.68
$42.00
$40.00
$50.00
$20.08
$20.08
$23.63
$28.35
$40.16
$44.89
$51.98
$61.43
$73.24
$88.95
$13.39
$13.39
$15.75
$18.90
$26.78
$29.93
$34.65
$40.95
$48.83
$59.30
$13.39
$13.39
$15.75
TOTAL
CHARGE
$900.00
$0.00
$300.00
$0.00
$0.00
$0.00
$0.00
$5.001).00
$14,500.00
$0.00
$1,450.00
$94.00
$21.76
$168.00
$0.00
$0.00
$2,510.00
$5,020.00
$5,907.50
$7,087.50
$1,004.00
$0.00
$0.00
$0.00
$0.00
$0.00
$1.673.75
$3,347.50
$3,937.50
$4,725.00
$669.50
$0.00
$0.00
$0.00
$0.00
$0.00
$9.841.65
$3,548.35
$393.75
WILUAMS EARTH SCIENCES. INC.
F:\ 123FILES\FEE\C396067 AWK4
D-8
I I
JOB NAME: MEMORIAL CAUSEWAY
PROPOSAL NO.: C396067A
DATE PREPARED: 03/25/98
ESTIMA TED UNIT TOTAL
ITEM UNIT QUANTITY COST CHARGE
0)75-100 FEET UN. FT. 23.0 $18.90 $434.70
E)100-125 FEET UN. FT. 00 $26.78 $0.00
F)125-150 FEET UN. FT. 0.0 $29.93 $0.00
G)150-175 FEET UN. FT. 0.0 $34.65 $0.00
H) 175-200 FEET UN. FT. 0.0 $40.95 $0.00
1)200-225 FEET UN. FT. 0.0 $48.83 $0.00
J)225-250 FEET UN. FT. 0.0 $59.30 $0.00
SOIL TEST BORINGS-ON LANO(5 FOOT SAr:1PLE INTERVP..~_)
A)0-25 FEET UN. FT. 400.0 $8.75 $3.500.00
B)25-50 FEET UN. FT. 294.0 $9.00 $2,646.00
C)50-75 FEET UN. FT. 50.0 $10.50 $525.00
0)75-100 FEET UN. FT. 46.0 $12.60 $579.60
E)100-125 FEET UN. FT. 0.0 $17.85 $0.00
F) 125-150 FEET UN. FT. 0.0 19.95 $0.00
G)150-175 FEET UN. FT. 0.0 23.1 $0.00
H)175-200 FEET UN. FT. 0.0 27.3 $0.00
1)200-225 FEET UN. FT. 0.0 32.55 $0.00
J)225-250 FEET UN. FT. 0.0 $38.81 $0.00
TEMPORARY CASING(4" DIAMETER)
A)LANO BORINGS UN. FT. 73 $5.25 $383.25
B)WA TER BORINGS UN. FT. 1025 $9.45 $9,686.25
4" CORING(LANO)
A)0-25 FT UN. FT. 0 $31.50 $0.00
B)25-50 FT UN. FT. 0 $31.50 $0.00
C)50-75 FEET UN. FT. 0 $42.00 SO.OO
0)75-100 FEET UN. FT. 0 $42.00 $0.00
E)100-125 FEET UN. FT. 0 $52.50 $0.00
F)125-150 FEET UN. FT. 0 $52.50 $0.00
G)150-175 FEET UN. FT. 16 $68.25 $1,092.00
H)175-200 FEET UN. FT. 16 $68.25 $1,092.00
1)200-225 FEET UN. FT. $74.55 $0.00
J)225-250 FEET UN. FT. $81.90 $0.00
4" CORING(WATER)
A)0-25 FT UN. FT. 16 $47.25 $756.00
B)25-50 FT UN. FT. 16 $47.25 $756.00
C)50-75 FEET UN. FT. 33 $63.00 $2,079.00
0)75-100 FEET UN. FT. 33 $63.00 $2,079.00
E)100-125 FEET UN. FT. 16 $78.75 51,260.00
F)125-150 FEET UN. FT. 16 $78.75 $1,260.00
G)150-175 FEET UN. FT. $102.38 $0.00
H)175-200 FEET UN. FT. $102.38 $0.00
1)200-225 FEET UN. FT. $11183 $0.00
WILLIAMS EARTH SCIENCES. INC.
F:\ 123FILES\FEE\C396067 A. WK4
D-9
I I
JOB NAME: MEMORIAL CAUSEWAY
PROPOSAL NO.: C396067A
DATE PREPARED: 03/25/98
ESTIMA TED UNIT TOTAL
ITEM UNIT QUANTITY COST CHARGE
J)225-250 FEET L1N. FT. $122.85 $0.00
TEMPORARY CASING(6" DIAMETER)
A)LAND BORINGS L1N. FT. $9.45 $0.00
B)WATER BORINGS UN. FT. $13.65 $0.00
AUGER BORINGS UN. FT. 618 $7.35 $4,542.30
CONE SOUNDINGS L!N. FT. 2~5 $7.88 51,931).60
DILATOMETER TESTS EACH 0 $46.20 $0.00
PRESSURE METER TESTS HOUR $130.00 $0.00
VANE SHEAR TESTS EACH 0 250 $0.00
PAVEMENT CORES EACH 20 53.55 $1.071.00
OBTAIN CORROSION SAMPLES EACH 4 40.95 $163.80
MISC DRILLING SERVICES
A) ON LAND HOUR 8 $115.50 $924.00
B) OVER WATER HOUR 5 173.25 $866.25
GROUTING BOREHOLE
A) ON LAND UN. FT. 1838.0 3.15 $5.789.70
B) OVER WATER UN. FT. 1800 $3.68 $6,624.00
SHELBY TUBES
A) ON LAND EACH 6 $73.50 $441.00
B) OVER WATER EACH 110.25 $0.00
CONST HEAD PERCO. EACH 8 $215.00 $1,720.00
DOUBLE RING INFIL. EACH 4 $300.00 $1,200.00
TOTAL FIELD 125501.21
LABORATORYT~~TING
GRAIN SIZE EACH 36 $36.75 $1,323.00
A TTERBERG LIMIT EACH 17 $47.25 $803.25
ORGANIC CONTENT EACH 12 $26.25 $315.00
MOISTURE CONTENT EACH 23 $5.00 $115.00
CONSOLlDA TION EACH 1 $367.50 $367.50
TRIAXIAL EACH 1 $375.00 $375.00
WILLIAMS EARTH SCIENCES, INC.
F:\ 123FILES\FEE\C396067 A. WK4
D-IO
p~
I ,I
JOB NAME: MEMORIAL CAUSEWAY
PROPOSAL NO.: C396067A
DATE PREPARED: 03/25/98
ESTIMA TED UNIT TOTAL
ITEM UNIT QUANTITY COST CHARGE
UNIT WEIGHT EACH $15.00 $0.00
HYDROMETER EACH $73.50 $0.00
EXTRUSION OF UD EACH 6 $26.25 $157.50
VOID RATIO EACH $20.00 $0.00
SPECIFIC GRAVITY EACH $26.25 $0.00
FINES CONTENT EACH 29 $21.00 $609.00
CORROSION TESTING EACH 4 $131.25 $525.00
RESIST!VITY TESTING EACH $90.00 $0.00
LBR. Et..CH 4 S262.50 S 1,050.00
ROCK CORE TESTING
UNCONFINED COMPR. EACH 32 $131.25 $4,200.00
SPLITTING TENSION EACH 32 $78.75 $2,520.00
ASPHALT CORE TESTING
BITUMEN EXTRACTION EACH 0 115.5 $0.00
GRADATION EACH 0 36.75 $0.00
LAB PERMEABILITY
CONSTANT HEAD EACH $175.00 $0.00
FALLING HEAD EACH $175.00 $0.00
TRIAXIAL EACH $285.00 $0.00
TOTAL LABORATORY $12,360.25
ENGINEERING
DRAFTSMAN HOUR 70 $42.00 $2,940.00
SECRETARY HOUR 88 $30.00 $2,640.00
TECHNICIAN HOUR 76 $30.00 $2,280.00
SR.TECHNICIAN HOUR 98 $55.00 $5,390.00
PROJECT ENGINEER HOUR 262 $65.00 $17,030.00
PROFESSIONAL ENGINEER HOUR 80 $100.00 $8,000.00
TOTAL ENGINEERING $38,280.00
GRAND TOTAL ~176,141.46
WILLIAMS EARTH SCIENCES, INC.
F:\ 123FILES\FEE\C396067A.WK4
D-11
A CORD... CERTIFICAT~!\' OF LIABILITY INSURANfE 06/01/99 I D;~;~~7~~IYY)
PRODUCER 71 THIS CERTIFICATE IS lSSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
Lockton Companies HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
P.O. Box 419351 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Kansas City Mo 64141.6351
(913) 676-9000 INSURERS AFFORDING COVERAGE
INSURED 13132 HDR ENGINEERING. INC. INSURER A: ZURICH INSURANCE COMPANY
ATTN: LOUIS J. PACHMAN INSURER B: AMERICAN GUARANTEE & LIAB (ZURICH)
8404 INDIAN HILLS DRIVE HARTFORD FIRE INSURANCE COMPANY
OMAHA NE 68114-4049 INSURER c:
INSURER 0: CONT CAS (VICTOR O. SCHINNERER)
, INSURER E:
COVERAGES
23A
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
I~;: TYPE OF INSURANCE POLICY NUMBER ~9.~~Y EFFECTIVE P~k!fY EXPIRATI~N LIMITS
GENERAL LIABILITY EACH OCCURRENCE $ 1 000.000
I---
A X COMMERCIAL GENERAL LIABILITY CP0802204404 06/01/98 06/01/99 FIRE DAMAGE (Anyone fire) $ 1 000.000
I CLAIMS MADE [XJ OCCUR MED EXP (Anyone person) $ 5 000
PERSONAL & ADV INJURY $ 1 000 000
GENERAL AGGREGATE $ 1 000 000
GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 1 000 000
I POLICY n j~gi- n LOC
AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT
- $
B L ANY AUTO BAP229252701 06/01/98 06/01/99 (Ea accident) 1 000 000
ALL OWNED AUTOS BAP802204504 BODILY INJURY
- $
SCHEDULED AUTOS TAP802460704 (Per person) XXXXXXXXXXX
-
l HIRED AUTOS BODILY INJURY
$
l NON-OWNED AUTOS (Per accident) XXXXXXXXXXX
- PROPERTY DAMAGE $
(Per accident) XXXXXXXXXXX
RRAGE LIABILITY AUTO ONLY - EA ACCIDENT $
ANY AUTO NOT APPLICABLE OTHER THAN EA ACC $
AUTO ONLY: AGG $
EXCESS LIABILITY EACH OCCURRENCE $ XXXXXXXXXXX
tJ OCCUR D CLAIMS MADE NOT APPLICABLE AGGREGATE $ XXXXXXXXXXX
$
R DEDUCTIBLE $
RETENTION $ $
WORKERS COMPENSATION AND X I WC STATU- I IOTH-
TORY LIMITS ER
C EMPLOYERS' LIABILITY 37WBRMX9752 06/01/98 06/01/99 100.000
E.L. EACH ACCIDENT $
. ..... --,,---- - ~ - - - .- .. E.l.DISEASE: EA EMPLOYEE 500;000 -
$
E.L. DISEASE - POLICY LIMIT $ 100 000
OTHER ARCH & ENG PLN113978408 PER CLAIM: $1.000.000
D PROFESSIONAL LIAB 06/01/98 06/01/99 AGGREGATE: $1.000.000
DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS
CITY OF CLEARWATER. FLORIDA IS ADDITIONAL INSURED AS ESPECTS GENERAL AND AUTOMOBILE LIABILITY.
CERTIFICATE HOLDER I I ADDITIONAL INSURED; INSURER LETTER: CANCELLATION
311764 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
CITY OF CLEARWATER DATE THEREOF. THE ISSUING INSURER WILL_~XO: MAIL ~ DAYS WRmEN
RISK MANAGEMENT DEPARTMENT NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT.:elnOIXiX~<<O:XH~Xil
ATTN: ETHEL RAYBURN ~)(W~m16t(WlOt)f~X~m~iXm~~X~Xl)6
PO BOX 4748
CLEARWATER FL 34618 ~Xi6lf~
AUTHORIZED REPRESENTATIVE ~~~~
I
ACORD 25-S (7/97) / VA'sORD CORPORATION 1988