CN-370000-CN665-T1.pdf

Florida Department of Environmental Protection

TASK ASSIGNMENT NOTIFICATION FORM

Required Signatures: Adobe Signature

FDEP Contract No.: Task Assignment No.: Owner’s Name: Project No.:

Project Location: Project Name:

Consultant Name:

Consultant Representative: Phone: Email:

FDEP Contract Manager: Phone: Email:

Description of Task:

Project Manager:

Schedule Start Date: Fixed Price Cost:

Completion Date: Cost Reimbursement not to exceed:

Total Task Amount:

Approval Signatures:

Budget Representative, FDEP Signature Date

Project Manager, FDEP Signature Date

Contract Manager, FDEP Signature Date

Consultant Signature Date

Contract Authority, FDEP Signature Date

Project # Grant # Org Code Cat/Year Fund Module Object Code EO Amount

29 digit FLAIR Code: Total:

CN665 1 FDEP-DRP 61540C

Curry Hammock Tidal Creek Restoration Tidal Creek Restoration

Gresham Smith

Tyler Strickland 850.219.8404 tyler.strickland@greshamsmith.com

Ralph Perkins or successor 850.245.2460 Ralph.Perkins@FloridaDEP.gov

The consultant will provide design, permitting, and construction administration services for entrance road improvements at Curry Hammock Tidal Creek Restoration per proposal dated 3/23/2023

Garland Sandel or successor execution date $ 102,553.43 01/19/25 $ 13,404.58

$ 115,958.01

Lisa Yarborough Lisa Yarborough Digitally signed by Lisa Yarborough Date: 2023.04.19 16:18:19 -04'00' 4/19/2023

Garland Sandel Garland Sandel Digitally signed by Garland Sandel Date: 2023.04.20 08:19:56 -04'00'

Ralph Perkins Ralph M Perkins Digitally signed by Ralph M Perkins Date: 2023.04.20 11:15:52 -04'00'

Tyler Strickland Strickland, Tyler Digitally signed by Strickland, Tyler Date: 2023.04.20 13:34:28 -04'00'

Bryan Bradner Bryan Bradner Digitally signed by Bryan Bradner Date: 2023.05.02 15:25:30 -04'00'

FLTC23 37538010007 100025/00 000286 U1620 139900 AG $ 115,958.01

$ 115,958.0137101000286375004000010002500

Mr. Garland S andel - FDEP March 23 , 20 23

Page | 1

Project Description: US1/SR5 Tidal Restoration at

Curry Hammock State Park

This Task Order is to perform the necessary actions needed to restore tidal connections on US1/SR5 at Curry

Hammock State Park. The proposed design includes all work associated with the connection including: the design of culverts (or equivalent), excavation and dredging, utility relocations including water transmission main relocation, and Florida Keys Overseas Heritage Trail realignment.

Task 1: Survey

Description: This scope for this project is to provide a design survey of approximately 1.1 miles of State Road 5

(US1), and parallel paved bike path, adjacent to Curry Hammock State Park, together with area around 2 existing adjacent channel sites, and bathymetric survey of existing channels. These services will include:

Horizontal and Vertical Control:

o Recover or set Horizontal Control, State Plane Coordinates (NAD83/2011) Florida East Zone, US Survey Feet, using GPS / FPRN techniques, and/or field traverse, to be used for design survey, and construction control o Recover or set Vertical Control, North American Vertical Datum of 1988 (NAVD 88), US Survey

Feet, using closed loop differential level runs from published benchmarks, on set horizontal control points.

o Horizontal and Vertical control will be set approximately every 1000’ along project corridor.

Right of Way of State Road 5, (US 1), as shown on Florida Department of Transportation Corridor

Map, for State Road 5, Section 60040 o Recover centerline alignment points, or other monumentation as may be available to establish the alignment, and approximate Right of Way lines, as shown on the map.

o Calculate alignment, as shown on the map.

o NOTE: The alignment will be referenced to Horizontal and Vertical Control by station & offset. The alignment itself will not be monumented.

Design Survey:

o NOTE: Design survey for un-obscured areas is to be collected using Aerial Imagery, and Aerial

Lidar techniques, and will provide an accuracy of 0.05’ horizontally and vertically, RMSe, for hard surface shots. If weather conditions are not ideal for aerial methods, terrestrial mobile lidar (TML) would be utilized to gather information. Obscured areas, and bathymetric survey will be accomplished with traditional survey techniques.

o Limits:

1.1 miles of State Road 5 (US 1), as shown on Florida Department of Transportation

Corridor Map, for State Road 5, Section 60040 o Existing right of way lines (50’ to the right of centerline, and 116’ to the left of centerline, Survey cross sections every 50’

Areas of 2 proposed box culverts across US 1, as shown below.

o Area landward of vegetation line.

Bridge over creek along park entrance road:

Matson_D Text Box

CN665 TA1

Page | 2 o Locate horizontal limits of bridge deck, and supporting piers, if any.

NOTE: This is not a complete bridge survey, no bent elevations, structures underneath, supports, etc. are included in this scope.’

o Locate:

all above ground improvements and above ground utilities. – minor utilities, above ground improvements, signage, etc.

Vegetation lines.

Topographic survey points to support a Digital Terrain Model.

Underground utilities, as marked by others.

Mean High Water elevation:

o Request a Mean High-Water determination from the Florida Department of Environmental

Protection.

o Show the Mean High-Water elevation on the survey, and approximate Mean High-Water line, within the limits of the Design Survey area.

o NOTE: The Mean High-Water Line will not be mapped within the bathymetric survey limits.

Underground Utility Lines:

o GPI will locate the underground utility lines as marked by (DRMP) others. The underground utility company (DRMP) shall provide GPI with sketches showing the approximate location of the underground lines as marked by DRMP on the field. GPI will locate the marked lines and compared to sketches provided by DRMP and will plot the lines on the Map of Topographic

Survey.

Bathymetric Survey o Bathymetric Survey of the limits shown in Blue, below.

o In areas of thick muck, top of muck, and bottom of muck will be located, if able.

o Limit of the Bathymetric Survey will be to the tree lines of the areas shown.

Wetland Lines – Anticipate 16,000’ of lines o Wetland Lines, to be designated by others.

o Horizontal location of wetland lines to be surveyed.

Geotechnical Borings:

o Either locate borings performed by others, with ground elevation accurate to 0.10’, or lay out borings for others to drill.

Underground Utilities o Locate underground utility designates, or VVH points, as marked by others.

Mapping o Design survey with 1’ contours within the project limits.

Page | 3

Deliverables:

Survey Files in:

o DGN format (Open Roads Designer (ORD)) o PDF format

Signed and sealed Design Survey, 24”x36”, 2 copies.

Performance Measure: Deliverables will be reviewed by the Florida Department of Environmental Protection

(FDEP) within two weeks of submittal to confirm they are complete, accurate, and timely.

Task 1 – Survey

Company Classification Hours Billable Rate Revenue

GPI

PSM - Project

Manager 10 $204.00 $2,040.00

GPI PSM Surveyor 35 $165.00 $5,775.00

GPI Survey Tech II 230 $113.49 $26,102.70

GPI 3 Person Crew 237 $206.34 $48,902.58

Gresham Smith (GS) Project Manager 4 $171.92 $687.68

Gresham Smith (GS) Project Engineer 8 $180.77 $1,446.16

Subtotal = $84,954.12

Page | 4

Reimbursable Total Cost

Aerial Acquisition (PDF) $13,404.58

Total Reimbursable for Task 1 $13,404.58

Total for Task 1 $98,358.70

Task 2: Conceptual Layout

Description: Gresham Smith (GS) will prepare of up to two (2) conceptual culvert plan options for constructing the

2 proposed tidal connection improvements along US 1/SR5 for preliminary coordination. This task includes obtaining GIS info to be used for these concepts and will be performed at the same time survey (Subtask 1) is being completed. This concept will be provided to FDEP staff for guidance on a preferred design alternative

Deliverables: Concepts in PDF format.

Performance Measure: Deliverables will be reviewed by the Florida Department of Environmental Protection

(FDEP) within two weeks of submittal to confirm they are complete, accurate, and timely.

Task 2 – Conceptual Layout with Stakeholders

Company Classification Hours Billable Rate Revenue

Gresham Smith (GS) Chief Engineer 10 $226.27 $2,262.70

Gresham Smith (GS) Project Manager 15 $171.92 $2,578.80

Gresham Smith (GS) Project Engineer 17 $180.77 $3,073.09

Gresham Smith (GS) Engineer 38 $117.95 $4,482.10

Gresham Smith (GS) Engineering Intern 38 $80.25 $3,049.50

Gresham Smith (GS) Engineering Tech 20 $90.98 $1,819.60

Gresham Smith (GS) Administrative 4 $83.38 $333.52

Subtotal = $17,599.31

Reimbursable Total Cost for Task 2 $0.00

Total for Task 2 $17,599.31

Page | 5

Project Schedule: Contract Execution Date – TBD

Activity Duration (Calendar

Days) Dates

Task 1 – Survey 90

Task 2 – Conceptual Layout with Stakeholders 45

Summary of Fees:

Task Task Fix Labor

Costs Task Fix Reimbursable

Task 1 – Survey $84,954.12 $13,404.58

Task 2 – Conceptual Layout with Stakeholders $17,599.31

Total Fixed Price Cost $102,553.43

Total Reimbursables, Not to Exceed Budget $13,404.58

Total Budget (Labor and Expenses) $115,958.01

Payment will be made upon approval of deliverables for each task by the FDEP in the amount specified. The agreement is a Lump Sum Agreement plus reimbursable expenses.

All expense costs are estimated. Expenses will be reimbursed at actual costs with receipts, except for the daily meals/subsistence costs specified as a daily rate noted above. The subsistence will be paid for all full days of travel and field work in accordance with FDEP and Florida travel regulations and prorated accordingly for partial travel days. Expenses will be submitted utilizing the FDEP Travel Voucher form.

Curry Hammock Scope-Fee Draft 3-23-23.pdf