Agenda 05/22/2018 Item #16A 805/22/2018
EXECUTIVE SUMMARY
Recommendation to approve a resolution and the submission of one capital improvement project
to the South Florida Water Management District (SFWMD)/Big Cypress Basin Local Partnership
Grants Program for FY2019; and authorize the Chairman to execute the application in the
amount of $450,000.
OBJECTIVE: To approve a resolution of the Board of County Commissioners of Collier County and
the submission of one capital improvement project to the South Florida Water Management District/Big
Cypress Basin Local Partnership Grants Program for FY2019; and authorize the Chairman to execute
the application.
CONSIDERATIONS: The BCB Partnership Grant cycle provides funding for qualified capital
construction projects in fiscal year 2019 and will be available after October 1, 2018, to support County
and City flood protection or infrastructure improvements such as: stormwater, flood control, ecosystem
restoration and alternative water supply projects. The BCB requires that all grant applications be
approved by the local government prior to submittal. In addition to being approved by the local
government, the projects should be completed within a 24-month period (October 1, 2018 through
September 30, 2020).
Stormwater staff within the Growth Management Department has coordinated with the Public Utilities
department, along with other departments, to identify projects in the approved Five -Year Work Plan
that meet the BCB Partnership Grant qualifications and are, or will be, considered ‘shovel-ready’ by
early 2019.
On April 10, 2018, the Board of County Commissioners approved the submission of Phase I of the
Griffin Road Area Stormwater Management Improvement Project for consideration/submission to the
South Florida Water Management District/Big Cypress Basin Local Partnership Grants Program for
FY2019. The application is attached for approval by the Board and execution by the Chairman.
Collier County has completed a conceptual planning and modeling project to address recurring flooding
problems in east Naples. The project location is south of US-41 and generally includes properties on
both the east and west sides of Barefoot-Williams Road. The area is mostly residential with a mixture
of mobile homes, recreational travel trailers, low density rural and developments with single-family
lots. The low density rural properties utilize wells and septic systems. The Griffin Road Phase 1
project consists of increasing flows in the ditch along the east side of Barefoot -Williams Road by
upsizing of three driveway culverts, upsizing the cross-drain under Price Street, and upsizing the inlet
structure to a cross-drain where the ditch ends at the northeast corner of the Artesia development. This
will allow a bypass channel constructed by the Artesia development to flow at maximum design
capacity and reduce the frequency and extent of flooding in the area. The construction plans are
complete and the South Florida Water Management District permit has been obtained.
LEGAL CONSIDERATIONS: This item has been reviewed by the County Attorney, is approved as
to form and legality, and requires majority vote for approval. -JAK
FISCAL IMPACT: The total amount of funding applied for from Big Cypress Basin is $225,000 with
a local match commitment of $225,000, total cost of project is approximately $450,000. If funds from
Big Cypress Basin are awarded, the local match will be available within the Stormwater Capital
Improvement Fund 325. Source of funds is a non-ad valorem special assessment (within Fund 325).
16.A.8
Packet Pg. 652
05/22/2018
GROWTH MANAGEMENT IMPACT: This item is consistent with the goals, objectives, and
policies of all applicable sections of the Stormwater Management and the Conservation and Coastal
Management elements of the Growth Management Plan.
RECOMMENDATION: To approve a resolution of the Board of County Commissioners of Collier
County and the submission of one capital improvement project to the South Florida Water Management
District/Big Cypress Basin Local Partnership Grants Program for FY2019; authorize the Chairman to
execute the application, and authorize the County Manager, or his designee, to make any additional
revisions in the application, if requested by the South Florida Water Management District/Big Cypress
Basin.
Prepared by: Gino Santabarbara, Principal Planner, Capital Project Planning, Impact Fees and Program
Management Division
ATTACHMENT(S)
1. Resolution (PDF)
2. FY19 BCB LPG Application Griffin Rd (PDF)
3. GRASIP B-W Road Ditch Culverts Plans2 (6-1-17) (PDF)
4. GRASIP Inlet and Ditch Plans1 (5-15-17) (PDF)
16.A.8
Packet Pg. 653
05/22/2018
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.8
Doc ID: 5647
Item Summary: Recommendation to approve a resolution and the submission of one capital
improvement project to the South Florida Water Management District (SFWMD)/Big Cypress Basin
Local Partnership Grants Program for FY2019; and authorize the Chairman to execute the application.
Meeting Date: 05/22/2018
Prepared by:
Title: Senior Grants and Housing Coordinator – Capital Project Planning, Impact Fees, and Program
Management
Name: Gino Santabarbara
05/10/2018 10:39 AM
Submitted by:
Title: Division Director - IF, CPP & PM – Capital Project Planning, Impact Fees, and Program
Management
Name: Amy Patterson
05/10/2018 10:39 AM
Approved By:
Review:
Growth Management Department Judy Puig Level 1 Reviewer Completed 05/10/2018 11:10 AM
Growth Management Department Lisa Taylor Additional Reviewer Completed 05/10/2018 1:04 PM
Capital Project Planning, Impact Fees, and Program Management Amy Patterson Additional Reviewer Completed 05/10/2018 2:28 PM
Growth Management Department Gino Santabarbara Deputy Department Head Review Skipped 05/10/2018 10:36 AM
Growth Management Department Thaddeus Cohen Department Head Review Completed 05/11/2018 9:27 AM
Grants Edmond Kushi Additional Reviewer Completed 05/14/2018 8:49 AM
Grants Edmond Kushi Level 2 Grants Review Completed 05/14/2018 8:49 AM
Office of Management and Budget Valerie Fleming Level 3 OMB Gatekeeper Review Completed 05/14/2018 11:41 AM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 05/14/2018 2:35 PM
Grants Therese Stanley Additional Reviewer Completed 05/14/2018 3:21 PM
Office of Management and Budget Susan Usher Additional Reviewer Completed 05/14/2018 4:42 PM
County Manager's Office Nick Casalanguida Level 4 County Manager Review Completed 05/15/2018 12:42 PM
Board of County Commissioners MaryJo Brock Meeting Pending 05/22/2018 9:00 AM
16.A.8
Packet Pg. 654
16.A.8.a
Packet Pg. 655 Attachment: Resolution (5647 : Big Cypress Basin FY19 Local Partnership Grant)
FY19 BIG CYPRESS BASIN LOCAL PARTNERSHIP GRANTS
APPLICATION
Page 1 of 13
1.0 Guidelines
This application is for stormwater, restoration, water quality, storage, and alternative water supply
type projects that support objectives of the Big Cypress Basin (BCB) Strategic Plan, Lower West
Coast Water Supply Plan, and/or other applicable plans.
Stormwater type projects are mostly associated with flood protection or infrastructure
improvement. Restoration type projects are mostly associated with habitat creation or
preservation, hydrologic enhancement, or invasive-exotic species management. Water quality
type projects are mostly associated with reducing nutrients and contaminants in surface water via
flow equalization basins (FEB), hybrid wetland treatment technologies (HWTT), or stormwater
treatment areas (STA). Storage type projects are mostly associated with minimizing surface water
lost to tide through the use of aquifer storage and recovery (ASR), reservoirs, shallow
impoundments, or other surface retention strategies. Alternative water supply projects are mostly
associated with diversification of water supply sources and reducing reliance on fresh
groundwater (traditional sources) through development and expansion of non-traditional
freshwater sources such as ASR, reclaimed water, saline aquifers, or surface water.
A project may have more than one objective which would support multiple project types. The
synergism of multiple project types is preferable to the BCB as such projects typically provide the
greatest benefit to the community. Each project submitted this fiscal year for consideration of a
Local Partnership Grant will be reviewed according to several key metrics, namely alignment with
applicable plans; degree of flood protection, resource protection, and/or reuse efficiency; benefit
to natural systems and water quality; completeness of project design; as well as readiness of
project construction. Prior to submitting for a Local Partnership Grant, the project must be
approved for funding by the necessary board, commission or council, with project funding
committed in the appropriate fiscal year(s). A resolution from your authorizing Board must be
submitted with your application.
Eligible expenses for stormwater, restoration, water quality, and storage type projects are
generally linked to construction or installation of control structures, conveyance systems, integral
components, and appurtenances. Eligible expenses for restoration type projects may also be
linked to construction or installation of habitat, flowways, integral natural system features, and
appurtenances as well as removal of hydrologic obstacles or invasive-exotic species. Eligible
expenses for alternative water supply projects are generally linked to construction and installation
16.A.8.b
Packet Pg. 656 Attachment: FY19 BCB LPG Application Griffin Rd (5647 : Big Cypress Basin FY19 Local Partnership Grant)
FY19 BIG CYPRESS BASIN LOCAL PARTNERSHIP GRANTS
APPLICATION
Page 2 of 13
of raw water infrastructure, transmission lines, integral components, and appurtenances.
Operation and maintenance of infrastructure, land acquisition, and other services or materials not
directly linked to construction or installation activities are considered ineligible expenses. All
eligible expenses should be incurred and disbursed by the Applicant during the twenty-four-month
period of October 1, 2018 to September 30, 2020. Long term projects should be phased with
scopes suitable for completion during a twenty-four-month period. The BCB Board may allow for
longer durations of cost-share agreements. However, such projects should be ready within
FY2019.
The deadline for submittal of this application is 5:00 pm, May 25, 2018. Applications should be
submitted electronically to Roxanne Taylor (rltaylor@sfwmd.gov) by an executive director of the
organization, typically a City or County Manager. If multiple projects are being submitted this fiscal
year for consideration of a Local Partnership Grant, then the projects should be ranked in priority
order. A cover letter and/or associated documentation which identifies each project and its
corresponding rank should be submitted with the applications.
Questions or inquiries regarding the application or project specific details should be directed to
Roxanne Taylor via telephone at (239) 263-7615.
16.A.8.b
Packet Pg. 657 Attachment: FY19 BCB LPG Application Griffin Rd (5647 : Big Cypress Basin FY19 Local Partnership Grant)
FY19 BIG CYPRESS BASIN LOCAL PARTNERSHIP GRANTS
APPLICATION
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2.0 Project Information
Project Title: Griffin Road Area Stormwater Management Improvement Project
[GRASIP] Phase 1 (Barefoot-Williams Road Improvements)
Project Component/Phase: Phase 1
Project Location: The entire GRASIP project location is south of US-41 and includes
properties on both the east and west sides of Barefoot-Williams Road. This
GRASIP Phase 1 project is located along the eastern side of Barefoot-Williams
Road
Applicant: Capital Project Planning, Impact Fees and Program Management
Point of Contact: Amy Patterson
Telephone: 239-252-5721
Email: AmyPatterson@colliergov.net
Project Type / Subtype 1 Stormwater / Infrastructure Improvement:
Project Type / Subtype 2: Stormwater / Flood Protection
FY19 Project Estimate: $450,000
FY19 Eligible Expenses: $450,000
FY19 Funding Request Amount: $225,000
FY19 Funding Request Percentage: 50%
Will funding from another source supplement this project? No
If yes, who is the source of supplemental funding? Click here to enter text.
If yes, what is the amount of supplemental funding? Click here to enter text.
Is this a multi-year or multi-phase project? Yes
If yes, what is the total project estimate? $7 million
If yes, how many phases are complete and/or what percentage of the total
project does this constitute? This is the first phase out of a possible five
phases. This first phase is approximately 6% of the total project.
If yes, how many phases remain and/or what percentage of the total project does
this constitute? There a possible four additional phases representing 94% of
the total project.
If yes, when do you expect the project to begin? Bidding for Phase 1 will
commence as soon as funding is available, with construction to occur in
the current or following dry season.
16.A.8.b
Packet Pg. 658 Attachment: FY19 BCB LPG Application Griffin Rd (5647 : Big Cypress Basin FY19 Local Partnership Grant)
FY19 BIG CYPRESS BASIN LOCAL PARTNERSHIP GRANTS
APPLICATION
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If yes, when is the total project expected to be complete? Total project
completion will be dependent upon funding availability and successful
completion of design, permitting and construction.
16.A.8.b
Packet Pg. 659 Attachment: FY19 BCB LPG Application Griffin Rd (5647 : Big Cypress Basin FY19 Local Partnership Grant)
FY19 BIG CYPRESS BASIN LOCAL PARTNERSHIP GRANTS
APPLICATION
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3.0 Project Summary
Provide a description of the project that includes relevant background information, the
purpose or objective(s) of the project, and the proposed statement of work. The tab key
can be used to separate paragraphs in each section.
Background Information: Collier County has completed a conceptual
planning and modeling project (GRASIP) to address recurring flooding
problems in the Griffin Road/Barefoot-Williams Road area of east Naples.
The project location is south of US-41 and generally includes properties on
both the east and west sides of Barefoot-Williams Road. The area is mostly
residential with a mixture of mobile homes, recreational travel trailers, low
density rural and developments with single family lots. The low density
rural properties utilize wells and septic systems.
Objective: For the GRASIP Phase 1 project, the objective is to install
infrastructure to enable appropriate and desired stormwater flows to reach
wetlands within the Rookery Bay National Estuarine Research Reserve
through a specially permitted and previously constructed bypass channel
along the northern perimeter of the Artesia development. This will also
reduce the frequency and extent of flooding in the GRASIP area. The
construction plans are complete and the SFWMD permit has been obtained.
Statement of Work: The Griffin Road Phase 1 project consists of increasing
flows in the ditch along the east side of Barefoot-Williams Road by
upsizing of three driveway culverts, upsizing the cross-drain under Price
Street, and upsizing the inlet structure to a cross-drain where the ditch
ends at the northeast corner of the Artesia development.
Explain how this project aligns with the Big Cypress Basin Strategic Plan, Lower West
Coast Water Supply Plan, and/or other applicable plan(s). This GRASIP Phase 1
project aligns with the Big Cypress Basin Strategic Plan in the areas of flood
control and natural systems/water quality. The project is the initial County
construction project to redirect the distribution of stormwater flows in the desired
quantities and locations to the RBNERR.
The GRASIP concept was initiated years ago between the Florida Department
of Environmental protection (RBNERR), South Florida Water Management District,
and Collier County as the Artesia development was under conceptual design and
permitting with the SFWMD. Lack of available funding along with the construction
16.A.8.b
Packet Pg. 660 Attachment: FY19 BCB LPG Application Griffin Rd (5647 : Big Cypress Basin FY19 Local Partnership Grant)
FY19 BIG CYPRESS BASIN LOCAL PARTNERSHIP GRANTS
APPLICATION
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slowdown in the mid-2000’s interrupted the coordination and continuity of the
GRASIP concept. The result was partial construction of some components,
alteration of historical flow direction and volume, and increased flooding potential
within the overall GRASIP project area.
The GRASIP Phase 1 project addresses flood control by providing for
increased flow capacity in the Barefoot-Williams Road east side ditch, thus
reducing peak stormwater stages in the ditch and reducing overbank flooding of
adjacent properties. The natural system/water quality benefit is achieved as that
additional flow is able to enter into the Artesia bypass flowway system. While
passing through the bypass system it is able to enhance a wetland preserve area
and receive water quality treatment via nutrient update of wetland vegetative
species along the channel as well as residence time within two lakes before
discharging via a lake spreader system into additional wetlands on RBNERR
property.
The Big Cypress Basin Strategic Plan and Lower West Coast Water Supply Plan
are available for review via the following links:
3.2.1.1 https://www.sfwmd.gov/sites/default/files/documents/2013_strategic_plan
_bcb.pdf
3.2.1.2 https://www.sfwmd.gov/our-work/water-supply/lower-west-coast
Describe measurable community or environmental benefits of this project with respect to
relevant considerations (degree of flood protection, resource protection, and/or reuse
efficiency; benefit to natural systems and water quality). Please include specific details
such as level of service attributes, conveyance capacity (CFS), area of natural systems
to be restored or enhanced (acres), estimated mass of nutrient/contaminant reductions
(parts per billion, pounds per day/year) or removal efficiencies, volume of storage (acre-
feet), and/or the annual daily quantity of water supplied or made available (MGD). The
degree of flood protection provided by the GRASIP Phase 1 project will bring the
Barefoot-Williams Road ditch capacity up to approximately the 10-yr/72-hr design
storm level. Subsequent phases, with their additional capacities to distribute
stormwater into other RBNERR wetlands, are intended to combine to bring the
area up to approximately the 25-year/72/hr design storm level. The GRASIP Phase
1 project is intended to pass 30 cfs into the Artesia bypass flowway system, which
aligns with the current permitted intent. The areas of natural systems to be
restored, estimated nutrient reductions, etc. were all part of the Artesia
16.A.8.b
Packet Pg. 661 Attachment: FY19 BCB LPG Application Griffin Rd (5647 : Big Cypress Basin FY19 Local Partnership Grant)
FY19 BIG CYPRESS BASIN LOCAL PARTNERSHIP GRANTS
APPLICATION
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development process and were not specifically calculated by the GRASIP Phase 1
project.
Does this project involve development of an alternative groundwater resource? No
If yes, summarize the data collection plan for determining capabilities and
limitations of the alternative groundwater resource. Please note the District
requires electronic submission of hydrogeological data collected during
development of alternative groundwater resources. Click here to enter text.
Does this project involve reclaimed water? No
If yes, pursuant to Subsection 373.707(9)(a-d) of the Florida Statutes (F.S.),
verify that reclaimed water made available through this project is metered for all
uses, and that rate structures are implemented based on actual use of reclaimed
water. Click here to enter text.
If yes, verify that education programs are in place to inform the public about
water issues, water conservation, and the importance and proper use of
reclaimed water. Click here to enter text.
If yes, will this project assist in elimination of domestic wastewater ocean outfalls,
as provided in Section 403.086(9), F.S.? Choose Yes or No
Will this project be implemented in accordance with a consumptive use permit? No
If yes, provide details regarding the progress of targets contained in a goal-based
water conservation program approved pursuant to Section 373.227, F.S. Click
here to enter text.
Has the county or municipality, or the multiple counties or municipalities, in which the
project is located, implemented a high-water recharge protection tax assessment
program, as provided in Section 193.625, F.S.? No
16.A.8.b
Packet Pg. 662 Attachment: FY19 BCB LPG Application Griffin Rd (5647 : Big Cypress Basin FY19 Local Partnership Grant)
FY19 BIG CYPRESS BASIN LOCAL PARTNERSHIP GRANTS
APPLICATION
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4.0 Project Map and Figures
Insert a map or aerial photograph showing the location of the project in relation to the
closest major road or intersection.
Are additional figures, drawings, or plans which illustrate or clarify project details and
information described in the project summary attached to the application? No
16.A.8.b
Packet Pg. 663 Attachment: FY19 BCB LPG Application Griffin Rd (5647 : Big Cypress Basin FY19 Local Partnership Grant)
FY19 BIG CYPRESS BASIN LOCAL PARTNERSHIP GRANTS
APPLICATION
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5.0 Project Readiness
Does this project have approval from your Commission or Council? Yes
When did approval for this project occur or when is approval expected to occur?
5/22/2018
Has funding been approved by your Commission or Council? Yes
Please attach a copy of the resolution or other documentation of funding
approval from your Commission or Council.
Additional space for further explanation: Project funding approval is a part of
the annual capital project budget process.
Is design of this project complete? Yes
If no, is design of this project currently underway? Choose Yes or No
5.2.1.1 If yes, what percentage of design is complete? 100%
5.2.1.2 If yes, when will design of this project be complete? completed
5.2.1.3 If no, explain: Click here to enter text.
Are the necessary land acquisitions for this project complete? N/A
If no, when will land acquisitions be complete? Click here to enter a date.
If N/A, explain: Click here to enter text.
Additional space for further explanation:
Have the necessary access agreements, right-of-way permits, and/or easements for this
project been finalized? No
If no, when will these items be finalized? 9/30/2016
If N/A, explain: Click here to enter text.
Additional space for further explanation: County staff are working to finalize
acquisition of three small drainage easements adjacent to the existing
right-of-way.
Have the necessary Federal, State, and/or Local permits for this project been acquired?
Yes
If no, when will these permits be acquired? Click here to enter a date.
If N/A, explain: Click here to enter text.
Additional space for further explanation: Click here to enter text.
Has a contractor been selected for this project? No
If No, when will a contractor be selected? Click here to enter a date.
Additional space for further explanation: The construction bidding process will
be initiated upon determination of availability of funding.
16.A.8.b
Packet Pg. 664 Attachment: FY19 BCB LPG Application Griffin Rd (5647 : Big Cypress Basin FY19 Local Partnership Grant)
FY19 BIG CYPRESS BASIN LOCAL PARTNERSHIP GRANTS
APPLICATION
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When will construction for this project begin? 1/7/2019
What is the duration of construction activities in months? 7 months
When will this project be complete? 8/7/2020
16.A.8.b
Packet Pg. 665 Attachment: FY19 BCB LPG Application Griffin Rd (5647 : Big Cypress Basin FY19 Local Partnership Grant)
FY19 BIG CYPRESS BASIN LOCAL PARTNERSHIP GRANTS
APPLICATION
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6.0 Multi-year or Multi-phase Project Details
Has the District funded an integral component or phase for this project in the past? No
If yes, please indicate the following:
6.1.1.1 Component/Phase: Click here to enter text.
6.1.1.1.1 Agreement Number: Click here to enter text.
6.1.1.1.2 District Reimbursed Amount: Click here to enter text.
6.1.1.1.3 Total Expended Amount: Click here to enter text.
6.1.1.1.4 Date of Completion: Click here to enter a date.
6.1.1.1.5 Synopsis of Activities: Click here to enter text.
6.1.1.2 Component/Phase: Click here to enter text.
6.1.1.2.1 Agreement Number: Click here to enter text.
6.1.1.2.2 District Reimbursed Amount: Click here to enter text.
6.1.1.2.3 Total Expended Amount: Click here to enter text.
6.1.1.2.4 Date of Completion: Click here to enter a date.
6.1.1.2.5 Synopsis of Activities: Click here to enter text.
6.1.1.3 Component/Phase: Click here to enter text.
6.1.1.3.1 Agreement Number: Click here to enter text.
6.1.1.3.2 District Reimbursed Amount: Click here to enter text.
6.1.1.3.3 Total Expended Amount: Click here to enter text.
6.1.1.3.4 Date of Completion: Click here to enter a date.
6.1.1.3.5 Synopsis of Activities: Click here to enter text.
Are additional integral components or phases for this project anticipated in the future?
Yes
If yes, please indicate the following:
6.2.1.1 Component/Phase: GRASIP Phase 2 (Hitching Post Pumped
Discharge Re-routing
6.2.1.1.1 Total Estimated Amount: $2.5 million
6.2.1.1.2 Anticipated Start Date: Subject to funding availability
6.2.1.1.3 Synopsis of Activities: Design and installation of a replacement
stormwater pumping system to re-route discharge to the west
into an existing drainage easement and bypass channel
designed as part of the Treviso Bay development,
construction of a stormwater treatment lake, and direction of
16.A.8.b
Packet Pg. 666 Attachment: FY19 BCB LPG Application Griffin Rd (5647 : Big Cypress Basin FY19 Local Partnership Grant)
FY19 BIG CYPRESS BASIN LOCAL PARTNERSHIP GRANTS
APPLICATION
Page 12 of 13
lake discharge into additional RBNERR wetlands to the
southwest.
6.2.1.2 Component/Phase: GRASIP Phase 3 (Price Street and Griffin Road
Swale/Culvert Improvements
6.2.1.2.1 Total Estimated Amount: $2.7 million
6.2.1.2.2 Anticipated Start Date: Subject to availability of funding
6.2.1.2.3 Synopsis of Activities: Upgrading of swales and culverts along
Price Street and Griffin Road; construction of a stormwater
treatment lake and direction of lake discharge into additional
RBNERR wetlands to the west.
If yes, will additional District funding be sought? Yes
16.A.8.b
Packet Pg. 667 Attachment: FY19 BCB LPG Application Griffin Rd (5647 : Big Cypress Basin FY19 Local Partnership Grant)
FY18 BIG CYPRESS BASIN LOCAL PARTNERSHIP GRANTS PROGRAM
STORMWATER ET AL APPLICATION
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7.0 Acknowledgment
The undersigned hereby acknowledges that:
He or she is the authorized representative for the project or has authority from the
project owner to make representations contained in this application.
Statements contained in this application are true, correct, and complete to the best of his
or her knowledge.
Construction of the project presented in this application will commence by the _____ day
of _______________, in the year 20___.
The South Florida Water Management District reserves the right to rescind or reduce
cost-share funding for projects which are not completed by the expiration date specified
in an executed cost-share agreement.
______________________________
Signature of Authorized Representative
______________________________
Title of Authorized Representative
STATE OF FLORIDA
COUNTY OF ____________________
The foregoing instrument was acknowledged before me this _____day of _______________, in
the year 20___, by ______________________________ (name of person acknowledging).
______________________________
Personally Known _____ OR Produced Identification _____
Type of Identification Produced: ______________________________
16.A.8.b
Packet Pg. 668 Attachment: FY19 BCB LPG Application Griffin Rd (5647 : Big Cypress Basin FY19 Local Partnership Grant)
NaplesManorBelleMeadeMEADETamiami Canal9513534332728323034567891011RookeryHendersonC
r
.3129SHEETNO.FISCALYEAR17JACKSONVILLEFT PIERCEFT LAUDERDALEMIAMINAPLESTAMPAORLANDOTALLAHASSEEPENSACOLA10954427529575107575957575TURNPIKEBEE LINEEXPRESSWAYFLORIDA'SBARTOWKEY WESTCHIPLEYDELANDLAKECITY1Project Location02Miles1SHEET NO.SHEET DESCRIPTIONINDEX OF PLANSP.E. NO.:ROADWAY PLANSENGINEER OF RECORD:NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION. PLANS PREPARED BY:FLORIDA DEPARTMENT OF TRANSPORTATION,GOVERNING STANDARDS AND SPECIFICATIONS:AND STANDARD SPECIFICATIONS FOR ROAD ANDAS AMENDED BY CONTRACT DOCUMENTS.APPLICABLE DESIGN STANDARDS MODIFICATIONS: "Design Standards" at the following web site:http://www.dot.state.fl.us/rddesign/TREBILCOCK CONSULTINGSOLUTIONS, PACERTIFICATE OF AUTHORIZATION No.27796PHONE: 239 566 9551FAX: 239 566 95531205 PIPER BLVD SUITE 202 NAPLES FL 34110KEY SHEETBRIDGE CONSTRUCTION DATED 2017,DESIGN STANDARDS DATED 2017,NORMAN J. TREBILCOCK PE AICP47116PROJECT LOCATION12For Design Standards modifications click onCONTRACT PLANSCOLLIER COUNTY, FLORIDAPROJECT NO. 13-6164GRASIP ARTESIA FLOWWAY IMPROVEMENT 2BAREFOOT-WILLAMS DITCH CULVERT CAPACITY IMPROVEMENTSPLANS PREPARED FOR:NPRICE STREET AND BAREFOOT WILLAMSDATEDESCRIPTIONKEY SHEET REVISIONSSHOP DRAWINGS SUBMITTED TO:ISSUE FOR PERMIT DATE: 5-4-2017COLLIER COUNTY GROWTH MANAGEMENTSTORMWATER MANAGEMENT2685 SOUTH HORSESHOE DRIVESUITE 103NAPLES FL 34104(239)252-23223850 BAREFOOT WILLIAMS ROAD 4COLLIER COUNTY PROJECT MANAGER: ROBERT WILEY, P.E., CFM5100 BAREFOOT WILLIAMS ROAD & PRICE STREET INTERSECTION GENERAL NOTES8MAINTENANCE OF TRAFFIC 9SECTIONS AND DETAILS DETAILS 10PRICE STREET AND BAREFOOT WILLAMS-GUARDRAIL DETAILS6 - 716.A.8.cPacket Pg. 669Attachment: GRASIP B-W Road Ditch Culverts Plans2 (6-1-17) (5647 : Big Cypress Basin FY19 Local Partnership Grant)
NACOLLIERNAROAD NO.COUNTYFINANCIAL PROJECT IDDESCRIPTIONDATEDESCRIPTIONDATEREVISIONSSHEETNO.S:\Operations\Projects\3 County - Collier\CC GRASIP Artesia Flowway Improvements\Design\GRASIP 1 and 26-1-17.dwgOwner6/1/2017 10:15:18 AM 1205 PIPER BLVD SUITE 202 NAPLES FL 34110NORMAN TREBILCOCK, AICP, PE #47116TCS CERTIFICATION OF AUTHORIZATION No. 27796GENERAL NOTES2ISSUE FOR PERMIT DATE: 5-4-2017BAREFOOT-WILLAMS DITCH CULVERTCAPACITY IMPROVEMENTS16.A.8.cPacket Pg. 670Attachment: GRASIP B-W Road Ditch Culverts Plans2 (6-1-17) (5647 : Big Cypress Basin FY19 Local Partnership Grant)
NACOLLIERNAROAD NO.COUNTYFINANCIAL PROJECT IDDESCRIPTIONDATEDESCRIPTIONDATEREVISIONSSHEETNO.S:\Operations\Projects\3 County - Collier\CC GRASIP Artesia Flowway Improvements\Design\GRASIP 1 and 26-1-17.dwgOwner6/1/2017 10:15:19 AM 1205 PIPER BLVD SUITE 202 NAPLES FL 34110NORMAN TREBILCOCK, AICP, PE #47116TCS CERTIFICATION OF AUTHORIZATION No. 27796DETAILS3ISSUE FOR PERMIT DATE: 5-4-2017BAREFOOT-WILLAMS DITCH CULVERTCAPACITY IMPROVEMENTS16.A.8.cPacket Pg. 671Attachment: GRASIP B-W Road Ditch Culverts Plans2 (6-1-17) (5647 : Big Cypress Basin FY19 Local Partnership Grant)
22.5'3.67'1.5'MODIFIED STRAIGHT CONCETE ENDWALLNACOLLIERNAROAD NO.COUNTYFINANCIAL PROJECT IDDESCRIPTIONDATEDESCRIPTIONDATEREVISIONSSHEETNO.S:\Operations\Projects\3 County - Collier\CC GRASIP Artesia Flowway Improvements\Design\GRASIP 1 and 26-1-17.dwgOwner6/1/2017 10:15:20 AM 1205 PIPER BLVD SUITE 202 NAPLES FL 34110NORMAN TREBILCOCK, AICP, PE #47116TCS CERTIFICATION OF AUTHORIZATION No. 27796SECTIONS AND DETAILS4ISSUE FOR PERMIT DATE: 5-4-2017BAREFOOT-WILLAMS DITCH CULVERTCAPACITY IMPROVEMENTSCROSS-SECTION DETAIL A-A RIGHT-OF-WAY LINEEXIST GROUNDEXIST PVMT.CONST. RIPRAP RUBBLE(ROCK) ACROSS BOTTOM OFSWALE WITH GEOTEXTILELAYER UNDERNEATHASPH. PAVED SHOULDERGUARDRAILEXIST GROUNDCROSS-SECTION DETAIL B-B BAREFOOT WILLIAMS RD AND PRICE STREET. C/LRIGHT-OF-WAY LINEEXIST GROUND2:1 BATTER (COMPACTION OFEMBANKMENT PER FDOT SECTION 120)GUARDRAILEXIST GROUND0.060.06BACKFILL ANDSTABILIZE8'EX. 6" WHITE5'7'8'5'EXIST PVMT.MISC PAVMENT (TYPICAL 3'WITH EXTENSION TOENDWALL AND SAND BAGCEMENT RIPRAP ASAPPLICABLE)EX. 6" WHITE7'N.T.S.CLEARING & GRUBBING (VARIES)CLEARING & GRUBBING (VARIES)CONST. RIPRAP RUBBLE(ROCK) ACROSS BOTTOM OFSWALE WITH GEOTEXTILELAYER UNDERNEATHSODBAREFOOT WILLIAMS RD AND PRICE STREET. C/LRIGHT-OF-WAY LINEEXIST GROUNDEXIST PVMT.STRAIGHT CONCRETEENDWALL PER INDEX 250CONST. RIPRAP RUBBLE(ROCK) ACROSS BOTTOM OFSWALE WITH GEOTEXTILELAYER UNDERNEATHGUARDRAIL (USE CONCRETE SLAB INSTALLATION AT LOCATIONSWHERE PIPE CONFLICTS WITH GUARDRAIL INSTALLATION0.06BACKFILL ANDSTABILIZEVARIESEX. 6" WHITE5'7'CLEARING & GRUBBING (VARIES)BAREFOOT WILLIAMS RD AND PRICE STREET. C/LCROSS-SECTION DETAIL C-C N.T.S.MISC PAVMENT (TYPICAL 3'WITH EXTENSION TOENDWALL AS APPLICABLE)PROPOSED DOUBLE 29" X 45" ERCPADJUSTING NUTS2"Ø RECESS34"ØX10" GALVANIZEDANCHOR BOLTS(4 REQD.), HEXNUTS (8 REQD.) &STANDARD WASHERS(4 REQD.)18" X 18" X 10"SQUARE SLAB12"X12"X12"BASE PLATE¡ W6X9 POSTMin.
7"
1"GUARDRAIL INSTALLATION AT PIPE CROSSINGN.T.S.PER FDOT INDEX 400CROSS-SECTION DETAIL D-D N.T.S.PRICE STREET. C/LRIGHT-OF-WAY LINEEXIST GROUNDGUARDRAILEXIST GROUND0.069'12'5'FUTURESIDEWALKBY OTHERSEXIST PVMT.MISC PAVMENT (TYPICAL 3'WITH EXTENSION TOENDWALL AND SAND BAGCEMENT RIPRAP ASAPPLICABLE)EX. 6" WHITECONSTRUCT SANDCEMENT RIPRAP PERINDEX 258 AND USEGEOTEXTILE UNDERPER INDEX 199(GEOTEXTILECRITERIA)CLEARING & GRUBBING (VARIES)CONST. RIPRAP RUBBLE(ROCK) ACROSS BOTTOM OFSWALE WITH GEOTEXTILELAYER UNDERNEATH1.5' SODREGRADE AS APPLICABLEDRAINAGEEASEMENT(VARIES)DRAINAGEEASEMENT(VARIES)REGRADE AS APPLICABLEDRAINAGEEASEMENT(VARIES)REGRADE AS APPLICABLEEXIST GROUNDDRAINAGEEASEMENT(VARIES)REGRADE AS APPLICABLECONSTRUCT SANDCEMENT RIPRAP PERINDEX 258 AND USEGEOTEXTILE UNDERPER INDEX 199(GEOTEXTILECRITERIA)CONSTRUCT SANDCEMENT RIPRAP PERINDEX 258 AND USEGEOTEXTILE UNDERPER INDEX 199(GEOTEXTILECRITERIA)8:1 BATTER (COMPACTION OFEMBANKMENT PER FDOT SECTION 120)2:1 BATTER (COMPACTION OFEMBANKMENT PER FDOT SECTION 120)MODIFIED ENDWALL(NO FLARE) CONSTRUCTPER INDEX 250N.T.S.16.A.8.cPacket Pg. 672Attachment: GRASIP B-W Road Ditch Culverts Plans2 (6-1-17) (5647 : Big Cypress Basin FY19 Local Partnership Grant)
PRICE S
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)BAREFOOT WILLIAMS ROAD(60' RIGHT-OF-WAY)PRICE S
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)BAREFOOT WILLIAMS ROAD(60' RIGHT-OF-WAY)5+00.006+00.007+00.004+50.005+50.006+50.000+00.00
1+00.00
1+20.00BP: 0+00.000+50.00
75'25'74.98'
81'7'7'80'
8
0
°
'NACOLLIERNAROAD NO.COUNTYFINANCIAL PROJECT IDDESCRIPTIONDATEDESCRIPTIONDATEREVISIONSSHEETNO.S:\Operations\Projects\3 County - Collier\CC GRASIP Artesia Flowway Improvements\Design\GRASIP 1 and 2 6-1-17.dwgOwner6/1/2017 10:15:24 AM 1205 PIPER BLVD SUITE 202 NAPLES FL 34110NORMAN TREBILCOCK, AICP, PE #47116TCS CERTIFICATION OF AUTHORIZATION No. 27796BAREFOOT-WILLAMS DITCH CULVERTCAPACITY IMPROVEMENTS1020Feet05 ISSUE FOR PERMIT DATE: 5-4-2017 NPRICE STREET ANDBAREFOOT WILLIAMS5RIGHT OF WAYSTR-3CONST 22.5 LF STRAIGHT CONCRETE ENDWALLTOP OF ENDWALL =3.90INV. S (DOUBLE)= 0.00EOP7+006+505+505+00042675.8 LF PROPOSED29" X 45" ERCPEXISTING CENTERLINE PROFILE GRADE4.81EOPEXISTING PROFILE GRADEEOP04266+00SILT FENCEWITH STAKEDHAY BALESEXISTING 36" CMPABANDONED-REMOVEDMES AND PLUG PIPEAND FILL WITHFLOWABLE FILL8:1 SAND CEMENTDITCH BLOCKREMOVE EXISTINGMES AND TIE INTOEXISTING CMP200 LF SILT FENCE1' FROM TOB220 LF SILT FENCE1' FROM TOBSILT FENCE WITHSTAKED HAY BALES8 LF PROPOSED36" RCP JOIN TOEXISTING 36" CMP64 LF PROPOSED29" X 45" ERCPEXISTING WATER MAINSTR-2CONST 22.5 LF STRAIGHTCONCRETE ENDWALLPER INDEX 250TOP OF ENDWALL =3.72INV. N (DOUBLE)= 0.00CONCRETE JACKETPER INDEX 28036" RCP (REMOVE MES AND TIEINTO EXISTING 36" CMP WITHCONCRETE JACK)STAT. 4+93.95 BEGIN TRANSITION SANDCEMENT RIPRAP FROM 8:1 TO 2:1 SLOPEAND TIE INTO EXISTING T.O.B.AS APPLICABLESTA. 0+58.2 BEGIN TRANSITION SANDCEMENT RIPRAP FROM 8:1 TO 2:1 SLOPEAND TIE INTO EXISTING T.O.B.AS APPLICABLEMISC. ASPHALTSAND-CEMENT RIPRAPLEGEND:-2-24+50STAT. 4+93.95 BEGIN TRANSITION SANDCEMENT RIPRAP FROM 8:1 TO 2:1 SLOPEAND TIE INTO EXISTING T.O.B.AS APPLICABLESILT FENCE WITHSTAKED HAY BALESBBCONCRETE FOUNDATIONFOR SHALLOW MOUNT (TYP)STA. 0+51.4 BEGIN TRANSITION SANDCEMENT RIPRAP FROM 8:1 TO 2:1 SLOPEAND TIE INTO EXISTING T.O.B.AS APPLICABLESILT FENCE WITHSTAKED HAY BALES29" X 45" ERCP8:1 SAND CEMENTDITCH BLOCKAA1:41:4AAAABBDDAABBCCSTA. 6+34.05(BAREFOOT WILLIAMS)20.1 RPROPOSED CORNER CLIPDRAINAGE EASEMENT(RESHAPE DITCH BANKWITHIN THE CORNER CLIPD.E. TO PREVENT FLOWRESTRICTION TO DITCH)FUTURE PROPOSEDPATHWAYS (BY OTHERS)RUBBLE RIPRAP (ROCK) ON FILTER FABRICPROPOSED DRAINAGE EASEMENT45° SKEWTYPICAL45° SKEW TYPICALRIGHT OF WAYPROPOSED DRAINAGEEASEMENT (RESHAPE DITCHBANK WITHIN THE CORNERCLIP D.E. TO PREVENTFLOW RESTRICTION TODITCH)STA. 0+32.89(PRICE ST)23.1 LSTA. 0+40.00(PRICE ST)24.8 LSTA. 6+50.89(BAREFOOT WILLIAMS)19.9 R529 SF RUBBLE RIPRAP W/FABRIC 20'PAST ENDWALL (TYP)616 SF RUBBLE RIPRAP W/FABRIC 20'PAST ENDWALL (TYP)RUBBLE RIPRAP (TYP)RUBBLE RIPRAP (TYP)16.A.8.cPacket Pg. 673Attachment: GRASIP B-W Road Ditch Culverts Plans2 (6-1-17) (5647 : Big Cypress Basin FY19 Local Partnership Grant)
PRICE S
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E
T(60' RIG
H
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-
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)BAREFOOT WILLIAMS ROADPRICE S
T
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E
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T(60' RIG
H
T
-
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F
-
W
A
Y
)BAREFOOT WILLIAMS ROAD6+00.007+00.006+50.000+00.00BP: 0+00.000+50.00
81'7'80'NACOLLIERNAROAD NO.COUNTYFINANCIAL PROJECT IDDESCRIPTIONDATEDESCRIPTIONDATEREVISIONSSHEETNO.S:\Operations\Projects\3 County - Collier\CC GRASIP Artesia Flowway Improvements\Design\GRASIP 1 and 2 6-1-17.dwgOwner6/1/2017 10:15:27 AM 1205 PIPER BLVD SUITE 202 NAPLES FL 34110NORMAN TREBILCOCK, AICP, PE #47116TCS CERTIFICATION OF AUTHORIZATION No. 27796BAREFOOT-WILLAMS DITCH CULVERTCAPACITY IMPROVEMENTS510Feet06 ISSUE FOR PERMIT DATE: 5-4-2017 N
PRICE STREET ANDBAREFOOT WILLIAMSGUARDRAIL DETAILMISC. ASPHALTSAND-CEMENT RIPRAPLEGEND:END FLARED ENDTREATMENTSTA. 0+85.9 20.5' L144 LF GUARDRAILRUBBLE RIPRAP (ROCK) ON FILTER FABRICBEGIN GUARD RAIL PARALLELEND TREATMENTSTA 6+87.9 16.8' RBEGIN FLARED ENDTREATMENTSTA. 0+45.5 16.5' LMISC. ASPHALT (TYP)END GUARD RAILPARALLEL ENDTREATMENTSTA. 0+45.5 16.5' L667 SF 2" MISC.ASPHALT (TYP)16.A.8.cPacket Pg. 674Attachment: GRASIP B-W Road Ditch Culverts Plans2 (6-1-17) (5647 : Big Cypress Basin FY19 Local Partnership Grant)
PRICE STREET(60' RIGHT-OF-WAY)BAREFOOT WILLIAMS ROADPRICE STREET(60' RIGHT-OF-WAY)BAREFOOT WILLIAMS ROAD5+00.006+00.004+50.005+50.000+00.00BP: 0+00.000+50.00 75'25'74.98'
8
0
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'NACOLLIERNAROAD NO.COUNTYFINANCIAL PROJECT IDDESCRIPTIONDATEDESCRIPTIONDATEREVISIONSSHEETNO.S:\Operations\Projects\3 County - Collier\CC GRASIP Artesia Flowway Improvements\Design\GRASIP 1 and 2 6-1-17.dwgOwner6/1/2017 10:15:30 AM 1205 PIPER BLVD SUITE 202 NAPLES FL 34110NORMAN TREBILCOCK, AICP, PE #47116TCS CERTIFICATION OF AUTHORIZATION No. 27796BAREFOOT-WILLAMS DITCH CULVERTCAPACITY IMPROVEMENTS510Feet07 ISSUE FOR PERMIT DATE: 5-4-2017 N
PRICE STREET ANDBAREFOOT WILLIAMSGUARDRAIL DETAILMISC. ASPHALTSAND-CEMENT RIPRAPLEGEND:150 TYPE II LF GUARDRAILRUBBLE RIPRAP (ROCK) ON FILTER FABRICEND GUARD RAIL PARALLELEND TREATMENT STA 5+21.1 16.5 'R504 SF 2" MISC.ASPHALT (TYP)BEGIN GUARD RAILPARALLEL ENDTREATMENTSTA. 4+80.2 16.5' LEND GUARD RAIL PARALLELEND TREATMENTSTA 0+49.8 21.0 'RBEGIN GUARD RAILPARALLEL ENDTREATMENTSTA 0+90.2 21.0 'RMISC. ASPHALT (TYP)16.A.8.cPacket Pg. 675Attachment: GRASIP B-W Road Ditch Culverts Plans2 (6-1-17) (5647 : Big Cypress Basin FY19 Local Partnership Grant)
BAREFOOT WILLIAMS ROAD(60' RIGHT-OF-WAY)850 BAREFOOT WILLIAMS ROADBAREFOOT WILLIAMS ROAD(60' RIGHT-OF-WAY)850 BAREFOOT WILLIAMS ROAD12+00.0011+50.00 12+50.0010.00'10.00'BAREFOOT WILLIAMS ROAD(60' RIGHT-OF-WAY)850 BAREFOOT WILLIAMS ROADBAREFOOT WILLIAMS ROAD(60' RIGHT-OF-WAY)850 BAREFOOT WILLIAMS ROAD11+00.0010+50.00 11+50.00
10.00'10.01'NACOLLIERNAROAD NO.COUNTYFINANCIAL PROJECT IDDESCRIPTIONDATEDESCRIPTIONDATEREVISIONSSHEETNO.S:\Operations\Projects\3 County - Collier\CC GRASIP Artesia Flowway Improvements\Design\GRASIP 1 and 2 6-1-17.dwgOwner6/1/2017 10:15:34 AM 1205 PIPER BLVD SUITE 202 NAPLES FL 34110NORMAN TREBILCOCK, AICP, PE #47116TCS CERTIFICATION OF AUTHORIZATION No. 27796BAREFOOT-WILLAMS DITCH CULVERTCAPACITY IMPROVEMENTS1020Feet08 ISSUE FOR PERMIT DATE: 5-4-2017 N850 BAREFOOT WILLIAMS ROAD50+000+500+000+501352413524EXISTING PROFILE GRADE100x 4.725.234.674.734.711.05' COVERRIGHT OF WAYPROPOSED CLASS IV 34 X 53 ERCPx 4.69x 4.751.08' COVEREOPCONST. 32 LF34 X 53 ERCPCLASS IVAND 1:2 MESINV.N= 1.10INV. S= 1.10CONST. 40 LF34 X 53 ERCPCLASS IVAND MESINV.N= 1.10INV. S= 1.101020Feet0N5FLOWABLE FILL BOTH SIDES OF ERCPRECONSTRUCT PAVER DRIVEWAYWITH FIBER REINFOREDCONCRETE BASE PER DETAILEXISTING PROFILE GRADEPROPOSED CLASS IV 34 X 53 ERCP6" FIBER REINFORCED CONCRETE PER FDOTSECTION 415-REINFORCING FOR CONCRETEFLOWABLE FILL ON BOTH SIDES OF ERCP6" CONCRETE DRIVEWAY APRONRIGHT OF WAYSILT FENCE WITH STAKED HAY BALESSILT FENCE WITH STAKED HAY BALESC DRIVEWAYLC DRIVEWAYLEXISTING 24" HDPETO BE REMOVED40' SILT FENCE @PROPERTY LINE75' SILT FENCE @PROPERTY LINE TONEXT DRIVE40' SILT FENCE @PROPERTY LINEREGRADE TOSLEGEND:RUBBLE RIPRAP (ROCK)ON FILTER FABRICREGRADE TOSLEGEND:RUBBLE RIPRAP (ROCK)ON FILTER FABRIC10' TEMPORARYCONSTRUCTIONEASEMENT10' TEMPORARYCONSTRUCTIONEASEMENTMITERED END PERINDEX 273STA. 11+33.5 22.3' RMITERED END PERINDEX 273STA. 10+78.7 22.3' RMITERED END PERINDEX 273STA. 12+20.2 21.8' RMITERED END PERINDEX 273STA. 11+73.4 21.8' RREPOUR CONCRETEAPRON (ADDEXPANSITON JOINTALONG TOP OF PIPE TOREDUCE CRACKING)16.A.8.cPacket Pg. 676Attachment: GRASIP B-W Road Ditch Culverts Plans2 (6-1-17) (5647 : Big Cypress Basin FY19 Local Partnership Grant)
BAREFOOT WILLIAMS ROAD(60' RIGHT-OF-WAY)1000 BAREFOOT WILLIAMS ROADBAREFOOT WILLIAMS ROAD(60' RIGHT-OF-WAY)1000 BAREFOOT WILLIAMS ROAD0+00.00 1+00.00BP: 0+00.00STA 0+00.00DESIGN SPEED = 60 mi/h0+50.00
10.00'10.00'NACOLLIERNAROAD NO.COUNTYFINANCIAL PROJECT IDDESCRIPTIONDATEDESCRIPTIONDATEREVISIONSSHEETNO.S:\Operations\Projects\3 County - Collier\CC GRASIP Artesia Flowway Improvements\Design\GRASIP 1 and 2 6-1-17.dwgOwner6/1/2017 10:15:37 AM 1205 PIPER BLVD SUITE 202 NAPLES FL 34110NORMAN TREBILCOCK, AICP, PE #47116TCS CERTIFICATION OF AUTHORIZATION No. 27796BAREFOOT-WILLAMS DITCH CULVERTCAPACITY IMPROVEMENTS1020Feet09 ISSUE FOR PERMIT DATE: 5-4-2017 N1000 BAREFOOT WILLIAMS ROAD50+000+500+000+501352413524EXISTING PROFILE GRADE100PROPOSED CLASS IV 43 X 68 ERCPx 3.73x 4.241.53' COVERRIGHT OF WAY-1-1x 3.40EOPEX. 6" SOLID WHITESILT FENCE WITH STAKED HAY BALESFIBER REINFORCED CONCRETE TOTOP OF PIPEFLOWABLE FILL BOTH SIDES OF ERCPSILT FENCE WITHSTAKED HAY BALES40' SILT FENCE @PROPERTY LINECONST. 40 LF43 X 68 ERCPCLASS IVAND MESINV.N= -1.00INV. S= -1.00C DRIVEWAYLEXISTING 42" CMP TOBE REMOVED40' SILT FENCE @PROPERTY LINELEGEND:RUBBLE RIPRAP (ROCK)ON FILTER FABRICMITERED END PERINDEX 273STA. 0+73.1 25.9' R10' TEMPORARYCONSTRUCTIONEASEMENTMITERED END PERINDEX 273STA. 0+18.2 25.9' R16.A.8.cPacket Pg. 677Attachment: GRASIP B-W Road Ditch Culverts Plans2 (6-1-17) (5647 : Big Cypress Basin FY19 Local Partnership Grant)
10.00'10.01'10.00'10.00'10.00'10.00'75'25'74.98'81'7'7'80'NACOLLIERNAROAD NO.COUNTYFINANCIAL PROJECT IDDESCRIPTIONDATEDESCRIPTIONDATEREVISIONSSHEETNO.S:\Operations\Projects\3 County - Collier\CC GRASIP Artesia Flowway Improvements\Design\GRASIP 1 and 26-1-17.dwgOwner6/1/2017 10:15:45 AM 1205 PIPER BLVD SUITE 202 NAPLES FL 34110NORMAN TREBILCOCK, AICP, PE #47116TCS CERTIFICATION OF AUTHORIZATION No. 27796PRICE STREETMAINTENANCE OF TRAFFICBAREFOOT-WILLAMS DITCH CULVERTCAPACITY IMPROVEMENTS10 ISSUE FOR PERMIT DATE: 5-4-2017 NSYMBOLSSIGN WITH 18" X 18" (MIN) ORANGE FLAG AND TYPE B LIGHTTYPE II OR TYPE III BARRICADE OR VERTICAL PANEL OR DRUMTRAFFIC SIGNDIRECTION OF TRAFFIC (FOR GRAPHICAL PURPOSE ONLY)SITE WORK AREABARRICADES SHOWN FOR TYPICAL LAYOUT. ALL PHASES TO BEINSTALLED PER FDOT INDEX 600 SERIES AND MUTCD 2009EDITION FIG,6H-20, AS APPLICABLE.NOTE: EXISTING PERMANENT TRAFFIC CONTROL TO REMAIN (I.ESTOP SIGNS), UNLESS OTHERWISE NOTED. FIELD CONFLICTSSHALL BE REPORTED TO ENGINEER, AS APPLICABLE.PRICE STREET WORK AREADETOUR DETAIL (PHASE 5)ROAD CLOSED
THRU TRAFFIC
TO ROADCLOSEDD1-1CROADCLOSEDD1-1CBAREFOOT WILLIAMS ROAD PRICE STREETUS 41BAREFOOT WILLAMS ROAD WORK AREABAREFOOT WILLAMS ROAD WORK AREA16.A.8.cPacket Pg. 678Attachment: GRASIP B-W Road Ditch Culverts Plans2 (6-1-17) (5647 : Big Cypress Basin FY19 Local Partnership Grant)
SHEETNO.FISCALYEAR1710954427529575107575957575TURNPIKEBEE LINEEXPRESSWAYFLORIDA'S1Project Location02Miles1GRASIP ARTESIA FLOWWAY IMPROVEMENT 1CONTROL STRUCTURE MODIFICATIONSNDATEDESCRIPTIONKEY SHEET REVISIONSCOLLIER COUNTY GROWTH MANAGEMENTSTORMWATER MANAGEMENT2685 SOUTH HORSESHOE DRIVESUITE 103NAPLES FL 34104(239)252-23224-20-17REVISED PER COMMENTS16.A.8.dPacket Pg. 679Attachment: GRASIP Inlet and Ditch Plans1 (5-15-17) (5647 : Big Cypress Basin FY19 Local Partnership Grant)
NACOLLIERNAROAD NO.COUNTYFINANCIAL PROJECT IDDESCRIPTIONDATEDESCRIPTIONDATESHEETNO.S:\Operations\Projects\3 County - Collier\CC GRASIP Artesia Flowway Improvements\Design\GRASIP 2 5-8-17.dwgOwner5/15/2017 7:25:28 AM 1205 PIPER BLVD SUITE 202 NAPLES FL 34110NORMAN TREBILCOCK, AICP, PE #47116TCS CERTIFICATION OF AUTHORIZATION No. 277962ISSUE FOR PERMIT DATE: 3-6-2017GRASIP ARTESIA FLOWWAY IMPROVEMENT4-20-17REVISED PER COMMENTS16.A.8.dPacket Pg. 680Attachment: GRASIP Inlet and Ditch Plans1 (5-15-17) (5647 : Big Cypress Basin FY19 Local Partnership Grant)
NACOLLIERNAROAD NO.COUNTYFINANCIAL PROJECT IDDESCRIPTIONDATEDESCRIPTIONDATESHEETNO.S:\Operations\Projects\3 County - Collier\CC GRASIP Artesia Flowway Improvements\Design\GRASIP 2 5-8-17.dwgOwner5/15/2017 7:25:29 AM 1205 PIPER BLVD SUITE 202 NAPLES FL 34110NORMAN TREBILCOCK, AICP, PE #47116TCS CERTIFICATION OF AUTHORIZATION No. 277963ISSUE FOR PERMIT DATE: 3-6-2017GRASIP ARTESIA FLOWWAY IMPROVEMENTCROSS-SECTION DETAIL A-A BAREFOOT WILLIAMS RD. C/LRIGHT-OF-WAY LINEEXIST GROUNDEXIST PVMT.8:1 BATTERCONSTRUCT SANDCEMENT RIPRAP WITHGEOTEXTILE UNDERNEATH ANDDOUBLE STACK BASE AS SHOWNCONST. RIPRAP RUBBLE(ROCK) ACROSS BOTTOM OFSWALE WITH GEOTEXTILELAYER UNDERNEATHASPH. PAVED SHOULDERGUARDRAIL1" ASPHALTIC CONCRETE TYPE SP 9.5 ON TOP OF A4" ASPHALT BASE COURSE TYPE SP 12.5COMPACTED SUBGRADEPAVEMENT DESIGNPAVED SHOULDERSPOSTED SPEED = 30 MPHDESIGN SPEED = 35 MPHEXIST GROUNDCROSS-SECTION DETAIL B-B BAREFOOT WILLIAMS RD. C/LRIGHT-OF-WAY LINEEXIST GROUND2:1 BATTERGUARDRAILEXIST GROUND0.060.06BACKFILL ANDSTABILIZE8'EX. 6" WHITE5'7'8'5'EXIST PVMT.ASPH. PAVED SHOULDEREX. 6" WHITE7'N.T.S.N.T.S.CONSTRUCT SANDCEMENT RIPRAP WITHGEOTEXTILE UNDERCROSS-SECTION DETAIL C-C BAREFOOTWILLIAMS RD. C/LRIGHT-OF-WAY LINEEXISTGROUNDGUARDRAILEXIST GROUND0.067'8'VARIESEXIST PVMT.PAVED SHOULDEREX. 6" WHITEN.T.S.EXISTING 30" RCPSODEXISTING DOUBLE 30" RCPGRADE SWALE TOBLEEDER INLETAND MATCHEXISTING GRADESOUTH 10' PASTGUARDRAIL414-20-17REVISED PER COMMENTS3" BLEEDER3" BLEEDER15' +/- CLEARING & GRUBBING15' +/- CLEARING & GRUBBINGCONST. RIPRAP RUBBLE(ROCK) ACROSS BOTTOM OFSWALE WITH GEOTEXTILELAYER UNDERNEATHCROSS-SECTION DETAIL D-D RIGHT-OF-WAY LINEEXISTGROUNDGUARDRAILELEV PER PLAN0.0610'EXIST PVMT.REGRADE SHOULDEREX. 6" WHITEN.T.S.GRADE SWALE TO BLEEDERINLET AND MATCHEXISTING GRADE SOUTH 10'PAST GUARDRAIL3' MISC ASPH. PAVEMENT412'41X X X X X X PROPOSED 20'DRAINAGEEASEMENTEXISTINGFENCE5'30' +/- CLEARING & GRUBBINGEXISTINGHEDGE TOREMAINSODX X X X X X PROPOSED 20'DRAINAGEEASEMENTEXISTINGFENCE5'30' +/- CLEARING & GRUBBINGEXISTINGHEDGE TOREMAINBAREFOOTWILLIAMS RD. C/L3'(/(9t16.A.8.dPacket Pg. 681Attachment: GRASIP Inlet and Ditch Plans1 (5-15-17) (5647 : Big Cypress Basin FY19 Local Partnership Grant)
NACOLLIERNAROAD NO.COUNTYFINANCIAL PROJECT IDDESCRIPTIONDATEDESCRIPTIONDATESHEETNO.S:\Operations\Projects\3 County - Collier\CC GRASIP Artesia Flowway Improvements\Design\GRASIP 2 5-8-17.dwgOwner5/15/2017 7:25:32 AM4 1205 PIPER BLVD SUITE 202 NAPLES FL 34110NORMAN TREBILCOCK, AICP, PE #47116TCS CERTIFICATION OF AUTHORIZATION No. 27796GRASIP ARTESIA FLOWWAY IMPROVEMENT520Feet0 ISSUE FOR PERMIT DATE: 3-9-2017 XX.XX EXISTING GRADE (NAVD,88)LEGEND:N EXISTING PIPECENTERLINE4-20-17REVISED PER COMMENTS16.A.8.dPacket Pg. 682Attachment: GRASIP Inlet and Ditch Plans1 (5-15-17) (5647 : Big Cypress Basin FY19 Local Partnership Grant)
NACOLLIERNAROAD NO.COUNTYFINANCIAL PROJECT IDDESCRIPTIONDATEDESCRIPTIONDATESHEETNO.S:\Operations\Projects\3 County - Collier\CC GRASIP Artesia Flowway Improvements\Design\GRASIP 2 5-8-17.dwgOwner5/15/2017 7:25:35 AM 1205 PIPER BLVD SUITE 202 NAPLES FL 34110NORMAN TREBILCOCK, AICP, PE #47116TCS CERTIFICATION OF AUTHORIZATION No. 27796GRASIP ARTESIA FLOWWAY IMPROVEMENT5 ISSUE FOR PERMIT DATE: 3-9-2017 NEXISTING DOUBLE 30" RCP TO REMAINEOPCS 1-1REMOVE EXISTING TYPE "H" DB INLET ANDCONST MODIFIED TYPE "J" 8' X 9' DB INLETWITH 1.63' TALL X 6' WIDE SLOTEXISTING CAST IRON GRATE EL=3.70SLOT INV. EL= 1.40INV. W= -2.70INV. S= -1.50S SIDE 3" BLEEDER INLET EL= 1.40EOPBEGIN GUARDRAIL & ANCHORASSEM. (TYPE ET-2000 LET)STA.3+50.1EXISTING STRUCTURETO REMAINEX. 6" SOLID WHITEBEGIN CONSTRUCTSIDE SAND CEMENTDITCH BLOCK TOPROPOSED TOP OFBANK EL= 3.25INSTALL @ 8:1SLOPE PER DETAILBEGIN TRANSITION SAND CEMENT DITCH BLOCKFROM 8:1 TO 2:1 SLOPE AND TIE INTO EXISTINGT.O.B. FROM STA. 5+09.45 TO 5+25.75END GUARD RAIL PARALLELCONSTRUCTION 5+27.2END GUARD RAIL PARALLELCONSTRUCTION 3+08.2EXISTING 15" RCP TO REMAINBEGIN GUARDRAIL & ANCHORASSEM. (TYPE ET-2000 LET)STA.4+75.63' MISC. ASPHALT PER INDEX 4008' ASPHALT PAVEMENTEOPEX. 6" SOLID WHITEEND PAVEDSHOULDER 5+37.2BEGIN PAVEDSHOULDER 3+86.3SILT FENCEPAVEMENT WIDENINGSAND-CEMENT RIPRAPRUBBLE RIPRAP (ROCK) ON FILTER FABRICEND GUARD SAND CEMENTRIPRAP CONSTRUCTIONSTA 5+44.71LEGEND:NOTE:REUSE THE CAST IRONGRATES FROM THE EXISTINGTYPE-H DB INLET ANDRECESS FLUSH WITH SLABTOPEXISTING 15" RCP TO BEMODIFIED TO BE FLUSH WITHCONCRETE RIP RAP BAGSTOP OF BANKTOE OF SLOPECONSTRUCT SWALE TO EXISTINGELEVATION 15' PAST END OFGURADRAIL AS APPLICABLETOP OF BANKTOE OF SLOPE4-20-17REVISED PER COMMENTSFENCE LINE20' DRAINAGE EASEMENTTWO ENCASED POST FORSHALLOW MOUNTENCASED POST FORSHALLOW MOUNT520Feet0INSTALL 250' SEDIMENTBARRIER 5' OFF FENCE LINEIN FRONT OF EXISTING HEDGEXX16.A.8.dPacket Pg. 683Attachment: GRASIP Inlet and Ditch Plans1 (5-15-17) (5647 : Big Cypress Basin FY19 Local Partnership Grant)