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Okaloosa County BOCC — October 7, 2014 — FOY SHAW SCOPE OF SERVICES_PHASE II DESIGN — reading text
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COUNTY Surveyor (DS) or COUNTY Location Surveyor (DLS); may include
primary or secondary control points. Includes analysis and processing of field
collected data, and preparation of forms.
27.2 Vertical Project Control (VCP)
Establish or recover VCP, for the purpose of establishing vertical control on
datum approved by the COUNTY Surveyor (DS) or the COUNTY Location
Surveyor (DLS).; may include primary or secondary vertical control points.
Includes analysis and processing of field collected data, and preparation of
forms.
27.3 Alignment and/or Existing Right of Way Lines
Establish, recover or re-establish project alignment. Also includes analysis
and processing of field collected data, existing maps, and/or reports for
identifying mainline, ramp, offset, or secondary alignments. Depict alignment
and/or existing R/W lines (in required format) per COUNTY R/W Maps,
platted or dedicated rights of way.
27.4 Aerial Targets (Not applicable to this project)
27.5 Reference Points
Reference HPNC points, project alignment, vertical control points, section,
¼ section, center of section corners and G.L.O. corners as required.
27.6 Topography/DTM (3D)
Locate above ground features and improvements for the limits of the project
by collecting the required data for the purpose of creating a DTM with
sufficient density. Shoot break lines, high and low points. Effort includes field
edits, analysis and processing of field collected data, existing maps, and/or
reports.
27.7 Planimetric (2D) (Not applicable to this project)
27.8 Roadway Cross Sections/Profiles
Perform cross sections or profiles. May include analysis and processing of
field-collected data for comparison with DTM.
27.9 Side Street Surveys (Not applicable to this project)
27.10 Underground Utilities (Not applicable to this project)
27.11 Outfall Survey (Not applicable to this project)
27.12 Drainage Survey (Not applicable to this project)
27.13 Bridge Survey (Minor/Major) (Not applicable to this project)
27.14 Channel Survey
Locate topographic features and improvements for the limits of the project by
collecting the required data. Includes field edits, analysis and processing of
field collected data, maps, and/or reports.
27.15 Pond Site Survey
Refer to tasks of this document as applicable.
27.16 Mitigation Survey (Not applicable to this project)
27.17 Jurisdiction Line Survey
Perform field location (2-dimensional) of jurisdiction limits as defined by
respective authorities, also includes field edits, analysis and processing of
field collected data, preparation of reports.
27.18 Geotechnical Support
Perform 3-dimensional (X,Y,Z) field location, or stakeout, of boring sites
established by geotechnical engineer. Includes field edits, analysis and
processing of field collected data and/or reports.
27.19 Sectional/Grant Survey (Not applicable to this project)
27.20 Subdivision Location (Not applicable to this project)
27.21 Maintained R/W (Not applicable to this project)
27.22 Boundary Survey (Not applicable to this project)
27.23 Water Boundary Survey (Not applicable to this project)
27.24 Right of Way Staking / Right of Way Line (Not applicable to this project)
27.25 Right of Way Monumentation
Set R/W monumentation as depicted on final R/W maps for corridor and
water retention areas.
27.26 Line Cutting
Perform efforts required to clear vegetation from the line of sight.
27.27 Work Zone Safety
Provide work zone as required by COUNTY standards.
27.28 Miscellaneous Surveys
Refer to tasks of this document, as applicable, to perform surveys not
described herein. The percent for Supplemental will be determined at
negotiations. This item can only be used if authorized in writing by the
COUNTY Surveyor (DS), COUNTY Location Surveyor (DLS) or their
representative.
27.29 Supplemental Surveys
Supplemental survey days and hours are to be approved in advance by CLS.
Refer to tasks of this document, as applicable, to perform surveys not
described herein.
27.30 Document Research
Perform research of documentation to support field and office efforts
involving surveying and mapping.
27.31 Field Review
Perform verification of the field conditions as related to the collected survey
data.
27.32 Technical Meetings
Attend meetings as required and negotiated by the Surveying and Mapping
COUNTY.
27.33 Quality Control/Quality Assurance
Establish and implement a QAQC plan. Also includes subconsultant review,
response to comments and any resolution meetings if required, preparation
of submittals for review, etc.
27.34 Supervision
Perform activities required to supervise and coordinate project. These
activities must be performed by the project supervisor, a Florida P.S.M. or
their delegate as approved by the District Surveying Office.
27.35 Coordination
Coordinate survey activities with other disciplines. Unit is based on 3 percent
of office support hours from tasks 1 through 28, where applicable.) These
activities must be performed by the project supervisor, a Florida P.S.M. or
their delegate as approved by the District Surveying Office.
28 PHOTOGRAMMETRY (Not applicable to this project)
29 MAPPING (Optional Service)
The CONSULTANT will be responsible for the preparation of control survey maps,
right of way maps, maintenance maps, sketches, other miscellaneous survey maps,
and legal descriptions as required for this project in accordance with applicable
COUNTY Manuals, Procedures, Handbooks, District specific requirements, and
Florida Statutes. Maps, surveys and legal descriptions will be prepared under the
direction of a Florida Professional Surveyor and Mapper (PSM) to COUNTY size
and format requirements utilizing COUNTY approved software, and will be designed
to provide a high degree of uniformity and maximum readability. The
CONSULTANT will submit maps, legal descriptions, quality assurance check prints,
checklists, electronic media files and any other documents as required for this
project to the COUNTY for review at stages of completion as negotiated.
Master CADD File
29.1 Alignment
29.2 Section and 1/4 Section Lines (Not applicable to this project)
29.3 Subdivisions / Property Lines (Not applicable to this project)
29.4 Existing Right of Way (Not applicable to this project)
29.5 Topography
29.6 Parent Tract Properties and Existing Easements (Not applicable to this
project)
29.7 Proposed Right of Way Requirements
The ENGINEER OF RECORD (EOR) will provide the proposed
requirements. The PSM is responsible for calculating the final geometry.
Notification of Final Right of Way Requirements along with the purpose and
duration of easements will be specified in writing.
29.8 Limits of Construction
The limits of construction DGN file as provided by the EOR will be imported
or referenced to the master CADD file. Additional labeling will be added as
required. The PSM is required to advise the EOR of any noted discrepancies
between the limits of construction line and the existing/proposed right of way
lines, and for making adjustments as needed when a resolution is
determined.
29.9 Jurisdictional/Agency Lines (Not applicable to this project)
These lines may include, but are not limited to, jurisdictional, wetland, water
boundaries, and city/county limit lines.
Sheet Files
29.10 Control Survey Cover Sheet (Not applicable to this project)
29.11 Control Survey Key Sheet (Not applicable to this project)
29.12 Control Survey Detail Sheet (Not applicable to this project)
29.13 Right of Way Map Cover Sheet
29.14 Right of Way Map Key Sheet
29.15 Right of Way Map Detail Sheet
29.16 Maintenance Map Cover Sheet (Not applicable to this project)
29.17 Maintenance Map Key Sheet (Not applicable to this project)
29.18 Maintenance Map Detail Sheet (Not applicable to this project)
29.19 Reference Point Sheet
This sheet(s) will be included with the Control Survey Map, Right of Way Map
and Maintenance Map.
29.20 Project Network Control Sheet
This sheet depicts the baseline, the benchmarks, the primary and secondary
control points and their reference points including the type of material used
for each point, their XYZ coordinates, scale factors and convergence angles.
This sheet(s) may be included with the Control Survey Map, Right of Way
Map and Maintenance Map.
29.21 Table of Ownerships Sheet
Miscellaneous Surveys and Sketches
29.22 Parcel Sketches (Not applicable to this project)
29.23 TIITF Sketches (Not applicable to this project)
29.24 Other Specific Purpose Survey(s) (Not applicable to this project)
29.25 Boundary Survey(s) Map
29.26 Right of Way Monumentation Map
29.27 Title Search Map (Not applicable to this project)
29.28 Title Search Report (Not applicable to this project)
29.29 Legal Descriptions
29.30 Final Map/Plans Comparison
The PSM will perform a comparison of the final right of way maps with the
available construction plans to review the correctness of the type of parcel to
be acquired and the stations/offsets to the required right of way. The PSM
will coordinate with the EOR to resolve any conflicts or discrepancies and
provide documentation of the review.
29.31 Field Reviews
29.32 Technical Meetings
29.33 Quality Assurance/Quality Control
29.34 Supervision
29.35 Coordination
29.36 Supplemental Mapping (Not applicable to this project)
30 GEOTECHNICAL
The CONSULTANT shall, for each project, be responsible for a complete
geotechnical investigation. Work performed by the CONSULTANT shall be in
accordance with COUNTY standards.
The CONSULTANT shall notify the COUNTY in adequate time to schedule a
representative to attend related meetings and field activities.
CONSULTANT shall perform specialized field-testing as required by project needs.
Testing and classification will be performed in accordance with applicable COUNTY
standards, ASTM Standards or AASHTO Standards, unless otherwise specified in
the Contract Documents.
Standard Penetration Testing will be performed using an automatic hammer.
30.1 Document Collection and Review
CONSULTANT will review printed literature including topographic maps,
county agricultural maps, aerial photography (including historic photos),
ground water resources, geology bulletins, potentiometric maps, pile driving
records, historic construction records and other geotechnical related
resources. Prior to field reconnaissance, CONSULTANT shall review
U.S.G.S., S.C.S. and potentiometric maps, and identify areas with
problematic soil and groundwater conditions.
Roadway
The CONSULTANT shall be responsible for coordination of geotechnical
related fieldwork activities. The CONSULTANT shall retain samples until
acceptance of Final plans.
30.2 Develop Detailed Boring Location Plan
Develop a detailed boring location plan. Meet with COUNTY Geotechnical
Project Manager for boring plan approval. If the drilling program expects to
encounter artesian conditions, the CONSULTANT shall submit a
methodology(s) for plugging the borehole to the COUNTY for approval prior
to commencing with the boring program.
30.3 Stake Borings/Utility Clearance
Stake borings and obtain utility clearance.
