395.pdf

FLORIDA DEPARTMENT OF

Environmental Protection

Northwest District 160 W. Government Street, Suite 308

Pensacola, FL 32502

Ron DeSantis Governor

Jeanette Nuñez Lt. Governor

Shawn Hamilton Secretary

Permittee/Authorized Entity:

Walton County Public Works c/o Chance Powell 117 Montgomery Circle

Defuniak Springs, Florida 32534, Walton County powchance@co.walton.fl.us

Walton County CR395 Multi-Use Trial

Authorized Agent:

Chris Bosso

1300 W Government Street Pensacola, Florida 32502 chris@biome.co

State 404 Program Individual Permit

Walton County Permit No.: 0396403-001-SFI/66

Permit Issuance Date: April 6, 2022 Permit Expiration Date: April 6, 2027 mailto:powchance@co.walton.fl.us mailto:chris@biome.co

State 404 Program Individual Permit

Permittee: Walton County Public Works Permit No: 0396403-001-SFI/66

PROJECT LOCATION

The activities authorized by this permit are located within the eastern and western right-of-way of North County Highway 395 Santa Rosa Beach, Florida 32459, in Sections 2 and 35, Townships 3 and 2 South, Ranges 19 West in Walton County, at 30° 21' 26.1718" North Latitude, 86° 7' 46.6089"West Longitude.

The project occurs entirely within Walton County owned right-of-way.

PROJECT DESCRIPTION

The permittee is authorized to fill approximently 40,162.32 square feet or 0.922 acres of unnamed mixed forested wetlands and swales for the resurfacing of North County Highway 395 (CR 395) and construction of an adjacent multiuse path to increase public safety, reduce vehicular strains on transportation and parking on the Scenic 30-A corridor, and provide safe recreational opportunities such as biking, walking, and jogging between points of interest in the South Walton Beaches area. The project will occur within an existing 100-foot right-of-way from Highway 98 north to Eden State Park/Tucker Bayou. The project includes resurfacing the roadway at a 22-foot width with 2% slopes crowned at the center of the road. The shoulders will be consistently widened to 8-feet with 6% slopes.

The project has been designed to meet Chapter 25 of the Florida Design Criteria for Resurfacing, Restoration and Rehabilitation of Streets and Highways program of the Florida Department of Transportation. Existing ditches will be relocated further from the centerline and will be approximately 12-feet wide and create approximately 20-feet of separation between the edge of the roadway for pedestrian and vehicular safety. The project will result in direct impacts to 0.922 acres (40,162.32 square feet) and secondary impacts to 0.692 acres (30,143.52 square feet) of unnamed mixed forested and herbaceous wetlands. The project is within unnamed wetlands associated with Choctawhatchee Bay, a Class II Florida Waterbody, Prohibited Shellfish Harvesting Area.

To offset unavoidable impacts that will occur from these authorized activities, the permittee shall purchase 0.56 palustrine forested credits from the Nokuse Plantation Mitigation Bank. (USACE permit number; SAJ- 2007-02663).

Authorized activities are depicted on the attached exhibits.

AUTHORIZATIONS

Walton County CR395 Multi-Use Trail State 404 Program Individual Permit The Department has determined that the activity qualifies for a State 404 Program Individual Permit.

Therefore, the State 404 Program Permit is hereby granted, pursuant to Part IV of Chapter 373, Florida Statutes (F.S.), and Chapter 62-331, Florida Administrative Code (F.A.C.).

Other Authorizations You are advised that authorizations or permits for this activity may be required by other federal, state, regional, or local entities including but not limited to local governments or municipalities. This permit does not relieve you from the requirements to obtain all other required permits or authorizations.

Permittee: Walton County Public Works Permit Expiration: April 6, 2027 Permit No: 0396403-001-SFI/66

The activity described may be conducted only in accordance with the terms, conditions and attachments contained in this document. Issuance and granting of the permit and authorizations herein do not infer, nor guarantee, nor imply that future permits, authorizations, or modifications will be granted by the Department.

PERMIT CONDITIONS

The activities described must be conducted in accordance with:

• The Specific Conditions

• The General Conditions

• The limits, conditions and locations of work shown in the attached drawings

• The term limits of this authorization

You are advised to read and understand these conditions and drawings prior to beginning the authorized activities, and to ensure the work is conducted in conformance with all the terms, conditions, and drawings herein. If you are using a contractor, the contractor also should read and understand these conditions and drawings prior to beginning any activity. Failure to comply with these conditions, including any mitigation requirements, shall be grounds for the Department to revoke the permit and authorization and to take appropriate enforcement action. Operation of the facility is not authorized except when determined to be in conformance with all applicable rules and this permit and sovereignty submerged lands authorization, as described.

SPECIFIC CONDITIONS

1. All activities shall be implemented following the plans, specifications and performance criteria approved by this permit. This permit shall expire on April 6, 2027 pursuant to 62-331.090(2), F.A.C.

Any deviations must be authorized in a permit modification in accordance with rule 62-331.080, F.A.C.

Any deviations that are not so authorized may subject the permittee to enforcement action and revocation of the permit under chapter 373, F.S.

SPECIFIC CONDITIONS - PRIOR TO ANY CONSTRUCTION

2. Prior to construction or impacts authorized by this permit, the permittee shall provide the Department with documentation that 0.56 palustrine forested credits have been deducted from the ledger of the Nokuse Plantation Mitigation Bank with reference to Project No. 0396403-001-SFI/66 (USACE permit number; SAJ- 2007-02663).

3. Prior to construction, the limits of the proposed impact areas shall be clearly flagged and staked by the agent and/or contractor. All construction personnel shall be shown the location(s) of all wetland areas outside of the construction to prevent encroachment from heavy equipment into these areas.

4. Best management practices for erosion control shall be implemented prior to construction commencement and shall be maintained at all times during construction to prevent siltation and turbid discharges in excess of State water quality standards pursuant to Rule 62-302, F.A.C. Methods shall include, but not be limited to the use of staked haybales, staked filter cloth, sodding, seeding, staged construction and the installation of turbidity screens around the immediate project site.

SPECIFIC CONDITIONS – CONSTRUCTION ACTIVITIES

5. This permit authorizes permanent impacts to the wetland fill area shown in the attached permit drawings. No other areas are authorized to be impacted, which includes but is not limited to clearing with the use of heavy equipment, filling, or excavation.

6. Any damage to wetlands outside of the authorized impact areas as a result of construction shall be immediately reported to the Department at (850)595-8300 and repaired by reestablishing the pre-construction elevations and replanting vegetation of the same species, size, and density as that in the adjacent areas. The restoration shall be completed within 30 days of completion of construction, and the Department shall be notified of its completion within that same 30-day period.

7. The permittee shall be responsible for ensuring that erosion control devices/procedures are inspected and maintained daily during all phases of construction authorized by this permit until all areas that were disturbed during construction are sufficiently stabilized to prevent erosion, siltation, and turbid discharges.

8. The following measures shall be taken by the permittee whenever siltation, sedimentation, or erosion occurs within wetlands outside of the limits of the authorized activities:

a. Immediately cease all work contributing to the violation.

b. Stabilize all exposed soils contributing to the violation. Modify the work procedures that were responsible for the violation and install more erosion, sedimentation, and turbidity control devices.

c. Notify the Department within 24 hours of the time the violation occurred at (850)595-8300.

9. Construction equipment shall not be repaired or refueled in wetlands or elsewhere within waters of the state.

10. This permit does not authorize the entrenchment of water, sewer, cable, or utility line within wetlands or waterbodies outside the authorized impact area.

11. There shall be no stock piling of tools, materials, (i.e., lumber, pilings, riprap, and debris) within wetlands, along the shoreline within the littoral zone, or elsewhere within water/waters of the state.

12. Grass seed, or sod shall be installed and maintained on exposed slopes and disturbed soil areas within 48 hours of completing final grade, and at other times as necessary, to prevent erosion, sedimentation, or turbid discharges into the waters of the state and adjacent wetlands. A vegetative cover that stabilizes and prevents erosion of the fill material shall be established within 60 days of sodding or seeding. Turbidity barriers/erosion control devices shall be removed upon establishment of a substantial vegetative cover.

13. All cleared vegetation, excess lumber, scrap wood, trash, garbage and any other type of debris shall be removed from wetlands/waters of the state within 14 days of completion of the work authorized in this permit.

SPECIFIC CONDITIONS - LISTED SPECIES

14. This permit does not authorize the permittee to cause any adverse impact to or “take” of state listed species and other regulated species of fish and wildlife. Compliance with state laws regulating the take of fish and wildlife is the responsibility of the owner or permittee associated with this project. Please refer to Chapter 68A-27 of the Florida Administrative Code for definitions of “take” and a list of fish and wildlife species. If listed species are observed onsite, Florida Fish and Wildlife Conservation Commission (FWC) staff are available to provide decision support information or assist in obtaining the appropriate FWC permits. Most marine endangered and threatened species are statutorily protected and a “take” permit cannot be issued. Requests for further information or review can be sent to ConservationPlanningServices@MyFWC.com.

15. If new information (e.g. listing of new species, new critical habitat, etc.) shows that the magnitude of impacts to federally listed species has the potential for adverse effects, the U.S. Fish and Wildlife Service (USFWS) will notify the Department. The Department will initiate coordination with the permittee and with the USFWS to determine what adverse impacts are likely and if additional minimization measures, reporting, or monitoring are required in order to be consistent with the Endangered Species Act, as deemed necessary by USFWS.

16. The Permittee shall report any injured, sick, or dead federally or state listed animal(s) discovered onsite to the Florida Fish and Wildlife Conservation Commission Wildlife Alert number at 888-404-

FWCC (3922).

SPECIFIC CONDITIONS – OPERATION AND MAINTENANCE ACTIVITIES

17. All fill areas, fill slopes, and disturbed upland areas shall be stabilized at all times during and after construction so as to prevent any erosion, sedimentation, siltation, or scouring.

18. The remaining unimpacted wetlands onsite shall be maintained in a natural state. Removal of existing vegetation shall be minimized, with the exception of invasive exotic or nuisance species such as popcorn trees, Japanese climbing fern, cogon grass, and Chinese privet. For a more extensive list of invasive exotic and nuisance species, please go to: www.fleppc.org/list/.htm.

GENERAL CONDITIONS FOR STATE 404 PROGRAM INDIVIDUAL PERMITS

(1) General Conditions under section 62-331.054, F.A.C.:

(a) The permittee shall comply with all conditions of the permit, even if that requires halting or reducing the permitted activity to maintain compliance. Any permit violation constitutes a violation of Part IV of Chapter 373, F.S., and this Chapter, as well as a violation of the CWA.

(b) The permittee shall take all reasonable steps to prevent any unauthorized dredging or filling in violation of this permit.

(c) The permittee shall timely notify the Agency of any expected or known actual noncompliance.

(d) Upon Agency request, the permittee shall provide information necessary to determine compliance status, or whether cause exists for permit modification, revocation, or termination.

(e) Inspection and entry. The permittee shall allow the Agency, upon presentation of proper identification, at reasonable times to:

mailto:ConservationPlanningServices@MyFWC.com http://www.fleppc.org/list/.htm

1. Enter upon the permittee's premises where a regulated activity is located or where records must be kept under the conditions of the permit,

2. Have access to and copy any records that must be kept under the conditions of the permit,

3. Inspect operations regulated or required under the permit, and

4. Sample or monitor, for the purposes of assuring permit compliance or as otherwise authorized by the CWA, any substances or parameters at any location.

(2) Applicable General Conditions under section 62-330.350(1), F.A.C., modified to contain applicable references under Chapter 62-331, F.A.C. (remove those that are not applicable):

(a) All activities shall be implemented following the plans, specifications and performance criteria approved by this permit. Any deviations must be authorized in a permit modification in accordance with rule 62-331.080, F.A.C. Any deviations that are not so authorized may subject the permittee to enforcement action and revocation of the permit under chapter 373, F.S.

(b) A complete copy of this permit shall be kept at the work site of the permitted activity during the construction phase, and shall be available for review at the work site upon request by the Agency staff. The permittee shall require the contractor to review the complete permit prior to beginning construction.

(c) Activities shall be conducted in a manner that does not cause or contribute to violations of state water quality standards. Performance-based erosion and sediment control best management practices shall be installed immediately prior to, and be maintained during and after construction as needed, to prevent adverse impacts to the water resources and adjacent lands. Such practices shall be in accordance with the State of Florida Erosion and Sediment Control Designer and Reviewer Manual (Florida Department of Environmental Protection and Florida Department of Transportation, June 2007), and the Florida Stormwater Erosion and Sedimentation Control Inspector’s Manual (Florida Department of Environmental Protection, Nonpoint Source Management Section, Tallahassee, Florida, July 2008), which are both incorporated by reference in subparagraph 62-330.050(9)(b)5., F.A.C., unless a project-specific erosion and sediment control plan is approved or other water quality control measures are required as part of the permit.

(d) At least 48 hours prior to beginning the authorized activities, the permittee shall submit to the Agency a fully executed Form 62-330.350(1), “Construction Commencement Notice,” (October 1, 2013), (http://www.flrules.org/Gateway/reference.asp?No=Ref-02505), incorporated by reference herein, indicating the expected start and completion dates. A copy of this form may be obtained from the Agency, as described in subsection 62-330.010(5), F.A.C., and shall be submitted electronically or by mail to the Agency. However, for activities involving more than one acre of construction that also require a NPDES stormwater construction general permit, submittal of the Notice of Intent to Use Generic Permit for Stormwater Discharge from Large and Small Construction Activities, DEP Form 62-621.300(4)(b), shall also serve as notice of commencement of construction under this chapter and, in such a case, submittal of Form 62-330.350(1) is not required.

(e) Unless the permit is transferred under rule 62-331.100, F.A.C., the permittee is liable to comply with the plans, terms, and conditions of the permit for the life of the project or activity.

(f) Within 30 days after completing construction of the entire project, or any independent portion of the project, the permittee shall provide the following to the Agency, as applicable:

1. For an individual, private single-family residential dwelling unit, duplex, triplex, or quadruplex ‒ “Construction Completion and Inspection Certification for Activities Associated with a Private Single-Family Dwelling Unit” [Form 62-330.310(3)]; or

2. For all other activities ‒ “As-Built Certification and Request for Conversion to Operation Phase” [Form 62-330.310(1)].

3. If available, an Agency website that fulfills this certification requirement may be used in lieu of the form.

(g) If the final operation and maintenance entity is a third party:

1. Prior to sales of any lot or unit served by the activity and within one year of permit issuance, or within 30 days of as-built certification, whichever comes first, the permittee shall submit, as applicable, a copy of the operation and maintenance documents (see sections 12.3 thru 12.3.4 of Volume I) as filed with the Florida Department of State, Division of Corporations, and a copy of any easement, plat, or deed restriction needed to operate or maintain the project, as recorded with the Clerk of the Court in the County in which the activity is located.

2. Within 30 days of submittal of the as-built certification, the permittee shall submit “Request for Transfer of Environmental Resource Permit to the Perpetual Operation and Maintenance Entity” [Form 62-330.310(2)] to transfer the permit to the operation and maintenance entity, along with the documentation requested in the form. If available, an Agency website that fulfills this transfer requirement may be used in lieu of the form.

(h) The permittee shall notify the Agency in writing of changes required by any other regulatory agency that require changes to the permitted activity, and any required modification of this permit must be obtained prior to implementing the changes.

(i) This permit does not:

1. Convey to the permittee any property rights or privileges, or any other rights or privileges other than those specified herein or in chapter 62-330, F.A.C.;

2. Convey to the permittee or create in the permittee any interest in real property;

3. Relieve the permittee from the need to obtain and comply with any other required federal, state, and local authorization, law, rule, or ordinance; or

4. Authorize any entrance upon or work on property that is not owned, held in easement, or controlled by the permittee.

(j) Prior to conducting any activities on state-owned submerged lands or other lands of the state, title to which is vested in the Board of Trustees of the Internal Improvement Trust Fund, the permittee must receive all necessary approvals and authorizations under chapters 253 and 258, F.S. Written authorization that requires formal execution by the Board of Trustees of the Internal Improvement Trust Fund shall not be considered received until it has been fully executed.

(k) The permittee shall hold and save the Agency harmless from any and all damages, claims, or liabilities that may arise by reason of the construction, alteration, operation, maintenance, removal, abandonment or use of any project authorized by the permit.

(l) The permittee shall notify the Agency in writing:

1. Immediately if any previously submitted information is discovered to be inaccurate; and

2. Within 30 days of any conveyance or division of ownership or control of the property or the system, other than conveyance via a long-term lease, and the new owner shall request transfer of the permit in accordance with rule 62-330.340, F.A.C. This does not apply to the sale of lots or units in residential or commercial subdivisions or condominiums where the stormwater management system has been completed and converted to the operation phase.

(m) Upon reasonable notice to the permittee, Agency staff with proper identification shall have permission to enter, inspect, sample and test the project or activities to ensure conformity with the plans and specifications authorized in the permit.

(n) If prehistoric or historic artifacts, such as pottery or ceramics, projectile points, stone tools, dugout canoes, metal implements, historic building materials, or any other physical remains that could be associated with Native American, early European, or American settlement are encountered at any time within the project site area, the permitted project shall cease all activities involving subsurface disturbance in the vicinity of the discovery. The permittee or other designee shall contact the Florida Department of State, Division of Historical Resources, Compliance Review Section (DHR), at (850)245-6333, as well as the appropriate permitting agency office. Project activities shall not resume without verbal or written authorization from the Division of Historical Resources. If unmarked human remains are encountered, all work shall stop immediately and the proper authorities notified in accordance with section 872.05, F.S. For project activities subject to prior consultation with the DHR and as an alternative to the above requirements, the permittee may follow procedures for unanticipated discoveries as set forth within a cultural resources assessment survey determined complete and sufficient by DHR and included as a specific permit condition herein.

(o) Any delineation of the extent of a wetland or other surface water submitted as part of the permit application, including plans or other supporting documentation, shall not be considered binding unless a specific condition of this permit or a formal determination under rule 62-330.201, F.A.C., provides otherwise.

(p) The permittee shall provide routine maintenance of all components of the stormwater management system to remove trapped sediments and debris. Removed materials shall be disposed of in a landfill or other uplands in a manner that does not require a permit under chapter 62-331, F.A.C., or cause violations of state water quality standards.

NOTICE OF RIGHTS

This action is final and effective on the date filed with the Clerk of the Department unless a petition for an administrative hearing is timely filed under Sections 120.569 and 120.57, F.S., before the deadline for filing a petition. On the filing of a timely and sufficient petition, this action will not be final and effective until further order of the Department. Because the administrative hearing process is designed to formulate final agency action, the subsequent order may modify or take a different position than this action.

Petition for Administrative Hearing A person whose substantial interests are affected by the Department’s action may petition for an administrative proceeding (hearing) under Sections 120.569 and 120.57, F.S. Pursuant to Rules 28-

106.201 and 28-106.301, F.A.C., a petition for an administrative hearing must contain the following information:

(a) The name and address of each agency affected and each agency’s file or identification number, if known;

(b) The name, address, any e-mail address, any facsimile number, and telephone number of the petitioner, if the petitioner is not represented by an attorney or a qualified representative; the name, address, and telephone number of the petitioner’s representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner’s substantial interests will be affected by the agency determination;

(c) A statement of when and how the petitioner received notice of the agency decision;

(d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate;

(e) A concise statement of the ultimate facts alleged, including the specific facts that the petitioner contends warrant reversal or modification of the agency’s proposed action;

(f) A statement of the specific rules or statutes that the petitioner contends require reversal or modification of the agency’s proposed action, including an explanation of how the alleged facts relate to the specific rules or statutes; and

(g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency’s proposed action.

The petition must be filed (received by the Clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, or via electronic correspondence at Agency_Clerk@dep.state.fl.us. Also, a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing.

Time Period for Filing a Petition In accordance with Rule 62-110.106(3), F.A.C., petitions for an administrative hearing by the applicant and persons entitled to written notice under Section 120.60(3), F.S., must be filed within 21 days of receipt of this written notice. Petitions filed by any persons other than the applicant, and other than those entitled to written notice under Section 120.60(3), F.S., must be filed within 21 of publication of the notice or within 21 days of receipt of the written notice, whichever occurs first. You cannot justifiably rely on the finality of this decision unless notice of this decision and the right of substantially affected persons to challenge this decision has been duly published or otherwise provided to all persons substantially affected by the decision. While you are not required to publish notice of this action, you may elect to do so pursuant Rule 62-110.106(10)(a).

The failure to file a petition within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination (hearing) under Sections 120.569 and 120.57, F.S., or to intervene in this proceeding and participate as a party to it. Any subsequent intervention (in a proceeding initiated by another party) will be only at the discretion of the presiding officer upon the filing of a motion in compliance with Rule 28-106.205, F.A.C. If you do not publish notice of this action, this waiver will not apply to persons who have not received written notice of this action.

Extension of Time Under Rule 62-110.106(4), F.A.C., a person whose substantial interests are affected by the Department’s action may also request an extension of time to file a petition for an administrative hearing. The Department may, for good cause shown, grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, or via electronic correspondence at Agency_Clerk@dep.state.fl.us, before the deadline for filing a petition for an administrative hearing. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon.

Mediation Mediation is not available in this proceeding.

FLAWAC Review The applicant, or any party within the meaning of Section 373.114(1)(a) or 373.4275, F.S., may also seek appellate review of this order before the Land and Water Adjudicatory Commission under Section 373.114(1) or 373.4275, F.S. Requests for review before the Land and Water Adjudicatory Commission must be filed with the Secretary of the Commission and served on the Department within 20 days from the date when this order is filed with the Clerk of the Department.

Judicial Review Once this decision becomes final, any party to this action has the right to seek judicial review pursuant to Section 120.68, F.S., by filing a Notice of Appeal pursuant to Florida Rules of Appellate Procedure

9.110 and 9.190 with the Clerk of the Department in the Office of General Counsel (Station #35, 3900 Commonwealth Boulevard, Tallahassee, Florida 32399-3000) and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate district court of appeal. The notice must be filed within 30 days from the date this action is filed with the Clerk of the Department.

http://web2.westlaw.com/find/default.wl?ordoc=I0C7293C0912311DB8F8F8100D79B57CF&rp=%2ffind%2fdefault.wl&DB=1000006&DocName=FLSTS120%2E569&FindType=L&AP=&rs=WLW9.08&ifm=NotSet&fn=_top&sv=Split&mt=Florida&utid=4&vr=2.0&pbc=38B33E51

Permittee: Walton County Public Works Permit No: 0396403-00 I-SFI/66

Page IO of 11

Permittee Signature

Permit Expiration: April 6, 2027

Pursuant to Rule 62-33 I .052(3)(a) 1, a permit becomes effective when it is signed by both the applicant and the Depattment. Signing indicates, as permittee, you fowenaccept and agree to comply with erms of this permit. You have 60 days after receipt of this proposed permit with wj:i� to sign and return to the Depa1tment for final approval. Failure to return within this timyffame will rest It in administrative withdrawal of your permit application. After receipt of the si1�oposal, t Depa1tment will return to you the final signed permit, listing the permit's

· ective,date an expiration date. ) -- ilpv{4-2cJ�L (Permittee) ck ... ,,_ f]_Jl, ?. 2_ (Permittee Name - Printed)

(Date)

This permit becomes effective when the designated Depa1tment official has signed below.

Executed in Pensacola, Florida.

KRA:lr

Attachments:

Project Drawings and Design Specs., 11 pages Letter of Reservation, 1 page

Copies furnished to:

STATE OF FLORIDA DEPARTMENT

OF ENVIRONMENTAL PROTECTION

Kimberly R. Allen Program Administrator

Florida DEP, Kim.Al len@floridadep.gov Jennifer. Waltrip@floridadep.gov Blake.A.Chapman@floridadep.gov Laura.Roncal@ floridadep.gov Chance Powell, powchance@co.walton.fl.us Chris Sosso, chris@biome.co William Mendier, wmenadier@dewberry.com Walton County, carscott@co.walton.fl.us cannac@co.walton.fl.us shekristen@co.walton.fl.us Gregary@co. walton.fl .us

Allen_K Inserted Text

CERTIFICATE OF SERVICE

The undersigned hereby certifies that this permit, including all copies, were mailed before the close of business on ___April 6, 2027_____, to the above listed persons.

FILING AND ACKNOWLEDGMENT

FILED, on this date, under 120.52(7) of the Florida Statutes, with the designated Department Clerk, receipt of which is hereby acknowledged.

____________________ April 6, 2027______ Clerk Date

Hamilton_LS linda

U

S

H

W

Y

B P

N. CO. HWY. 395

S T

A

D E

S I G

N

S

P E

E D m i h

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00

PROPOSED SAW

CUT EOP (TYP)

PROPOSED

8' ASPHALT

PATH (TYP)

STA:5+21.23

OFF:33.50'R

BEGIN CONSTRUCTION

AT EXISTING ASPHALT

MULTIUSE PATH

STA:0+59.73 OFF:26.37'R

STA:4+35.00

OFF:43.00'R

FDOT INDEX NO. 216

QUADRUPLE BARREL

FLUME

STA:1+14.80

OFF:30.83'R

PROPOSED

10' CONCRETE

PAD (TYP)

PROPOSED

10' ASPHALT

PATH (TYP)

PROPOSED CURB RAMP AND

DETECTABLE WARNING STRIP

(FDOT INDEX NO. 304, CR-E)

SAW CUT EOP

(TYP)

PROPOSED

10' CONCRETE

PATH (TYP)

PROPOSED

10' ASPHALT

PATH (TYP)

STA:3+84.88

OFF:34.46'R

STA:5+05.00

OFF:43.03'R

STA:7+80.36

OFF:43.00'R

FDOT INDEX NO. 300

TYPE F CURB

3' CURB

TRANSITION

3' CURB

TRANSITION

3' CURB

TRANSITION

BOTH SIDES

3' CURB

TRANSITION

BOTH SIDES

NOTE:

SEE SHEETS S-1 AND S-2

FOR STRIPING AND SIGNALIZATION

MODIFICATIONS.

PROPOSED CURB RAMP AND

DETECTABLE WARNING STRIP

(FDOT INDEX NO. 304, CR-E)

MES-01A

STA: 4+78.57 OFF: 56.07R

INV OUT : 17.91 - 24" ADS N-12

10' LF OF 24" RCP @ -0.50%

INSTALL 65SY OF

ALABAMA 18" THICK

CLASS II RIP RAP OVER

D-2 FILTER FABRIC

24 LF - FDOT INDEX NO. 862

ALUMINUM PEDESTRIAN

BICYCLE RAILING

WETLAND IMPACT

AREA 01 = 3,288 SF±

(0.0754 AC±)

M A

T C

H

L

I N

E

A T

A

T I O

N

N E

X

E

N

M

B E

R

P

P

-0+100+00

0+50

1+00

1+50

2+00

2+50

3+00

3+50

4+00

4+50

5+00

5+50

6+00

6+50

7+00

7+50

8+00

-0 .7

P V

I

E L

P V

I

E L

PVI STA:4+24.32

PVI ELEV:22.62

AD:2.29%

K:100.00

228.90' VC

B V

C S

B V

C E

E V

C S

E V

C E

LOW POINT ELEV: 23.19

LOW POINT STA: 3+82.34

PVI STA:8+86.92

PVI ELEV:20.05

AD:1.66%

K:200.00

331.32' VC

B V

C S

B V

C E

EX. 146' LF OF 24" RCP @ -0.31%

EX. 122' LF OF 24" RCP @ -0.89%

EX. MES - 01

STA:3+75.31 OFF:61.48L

INV. IN:18.42 - EX. 24" RCP

EX. MES - 02

STA:4+71.97 OFF:48.56R

INV. OUT:17.96 - EX. 24" RCP

EX. MES - 03

STA:7+62.52 OFF:61.34L

INV. OUT:15.40 - EX. 24" RCP

MES-01A

STA: 4+78.57 OFF: 56.07R

INV OUT : 17.91 - 24" ADS N-12

10' LF OF 24" ADS N-12 @ -0.50%

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CHECKED BY

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

SCALE

SEAL

REVISIONS

NO. DESCRIPTION DATE

EB 0008794

CLIFFORD L. KNAUER, P.E. 53930

30' 0'

60'

SCALE: 1" = 30'

15'

877 CR 393 North

Santa Rosa Beach, FL 32459

850.267.0759

PP-01

PLAN AND PROFILE

WLT

CLK

JULY 2020

50084172

WAM

SCALE:

1"=30' HORIZ

1"=10' VERT

PERMITTING SET 90% CONSTRUCTION

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SIGNAL POLE

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SIGNAL POLE

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INV.24"R.C.P.=18.42'

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INV.24"R.C.P.=15.40'

AutoCAD SHX Text

ELECTRIC TRANSFORMER PAD

AutoCAD SHX Text

INLET RIM=24.68'

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INLET RIM=24.32'

AutoCAD SHX Text

RIP RAP

AutoCAD SHX Text

CONCRETE HEADWALL

AutoCAD SHX Text

CONCRETE HEADWALL

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CONCRETE HEADWALL

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CONCRETE HEADWALL

AutoCAD SHX Text

TREELINE

AutoCAD SHX Text

TREELINE

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GRAVEL DRIVE

AutoCAD SHX Text

4' WIRE FENCE

AutoCAD SHX Text

ELECTRIC TRANSFORMER PAD

AutoCAD SHX Text

PULL BOX

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

SIGN

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SIGN

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SIGN

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EXISTING BIKE PATH

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POWER POLES

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SIGN

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FORCE MAIN

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WATER MAIN

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WATER MAIN

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WATER MAIN

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EXISTING EOP

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EXISTING EOP

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GUY ANCHORS

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INV.24"R.C.P.=17.96'

N. CO. HWY. 395

100' R/W

(TYP)

EXISTING EOP

(TYP)

EX EOP

(TYP)

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10' ASPHALT

PATH (TYP)

8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00

PROPOSED

10' ASPHALT

PATH (TYP)

RELOCATED 6'

PLASTIC FENCE

PROPOSED

22' ASPHALT

ROAD (TYP)

CD -01 (4:1 MES)

STA: 8+32.62 OFF: 48.51R

INV IN : 16.57 - 24" RCP

MATCH EX. 24" RCP INV IN:16.49

PROPOSED 8' of 24" RCP @ -1.00% x x x x

PROPOSED 6' ASPHALT

SHOULDER WITH STRIPED

GORE (TYP)

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WETLAND IMPACT

AREA 01 = 3,288 SF±

(0.0754 AC±)

WETLAND IMPACT

AREA 02 = 1,164 SF±

(0.0267 AC±)

WETLAND IMPACT

AREA 05 = 5,015 SF±

(0.1151 AC±)

WETLAND IMPACT

AREA 04 = 2,589 SF±

(0.0594 AC±)

WETLAND IMPACT

AREA 06 = 3,255 SF±

WETLAND IMPACT

AREA 03 = 2,592 SF±

(0.0596 AC±)

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-0.15%

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PVI ELEV:20.05

AD:1.66%

K:200.00

331.32' VC

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CD -01 (4:1 MES)

STA: 8+32.62 OFF: 48.51R

INV IN : 16.57 - 24" ADS N-12

EX. 122' LF OF 24" @ -.89%

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SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

SCALE

SEAL

REVISIONS

NO. DESCRIPTION DATE

EB 0008794

CLIFFORD L. KNAUER, P.E. 53930

30' 0'

60'

SCALE: 1" = 30'

15'

877 CR 393 North

Santa Rosa Beach, FL 32459

850.267.0759

PP-02

PLAN AND PROFILE

WLT

CLK

JULY 2020

50084172

WAM

SCALE:

1"=30' HORIZ

1"=10' VERT

PERMITTING SET 90% CONSTRUCTION

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SHED

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BACKFLOW PREVENTER

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VENT

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VALVE BOX

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WET WELL

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ELECTRIC TRANSFORMER PAD

AutoCAD SHX Text

WETLAND LINE

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WETLAND LINE

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WETLAND LINE

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WETLAND LINE

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SIGN

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FORCE MAIN

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WATER MAIN

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WETLAND LINE

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WETLAND LINE

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EXISTING EOP

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EXISTING EOP

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EXISTING EOP

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NORTH

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STATE PARK

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EDEN GARDENS

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JCT

PROPOSED 22'

ASPHALT ROAD (TYP)

100' R/W

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EX EOP

(TYP)

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10' ASPHALT

PATH (TYP)

N. CO. HWY. 395

17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00

MES-01

STA: 24+79.52 OFF: -26.50L

INV IN : 13.11 - 24" ADS N-12

R

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WETLAND IMPACT

AREA 07 = 5,513 SF±

(0.1266 AC±)

WETLAND IMPACT

AREA 06 = 3,255 SF±

(0.0747 AC±)

WETLAND IMPACT

AREA 09 = 5,606 SF±

(0.1287 AC±)

WETLAND IMPACT

AREA 08 = 3,347 SF±

(0.0768 AC±)

WETLAND IMPACT

AREA 11 = 5,945 SF±

(0.1365 AC±)

WETLAND IMPACT

AREA 10 = 3,110 SF±

(0.0714 AC±)

WETLAND IMPACT

AREA 14 = 5,774 SF±

(0.1326 AC±)

WETLAND IMPACT

AREA 13 = 2,685 SF±

(0.0616 AC±)

WETLAND IMPACT

AREA 18 = 1,419 SF±

(0.0326 AC±)

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22+00

22+50

23+00

23+50

24+00

24+50

25+00

-0.10%

-0.45%

PVI STA:25+65.87

PVI ELEV:16.42

AD:0.40%

K:372.16

150.00' VC

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PVI ELEV:18.72

AD:0.35%

K:424.87

150.00' VC

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STA: 24+79.52 OFF: -26.50L

INV IN : 13.11 - 24" ADS N-12

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CHECKED BY

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

SCALE

SEAL

REVISIONS

NO. DESCRIPTION DATE

EB 0008794

CLIFFORD L. KNAUER, P.E. 53930

30' 0'

60'

SCALE: 1" = 30'

15'

877 CR 393 North

Santa Rosa Beach, FL 32459

850.267.0759

PP-03

PLAN AND PROFILE

WLT

CLK

JULY 2020

50084172

WAM

SCALE:

1"=30' HORIZ

1"=10' VERT

PERMITTING SET 90% CONSTRUCTION

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WETLAND LINE

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EXISTING EOP

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EXISTING EOP

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FORCE MAIN

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WATER MAIN

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SPEED

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LIMIT

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EX EOP

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PROPOSED

10' ASPHALT

PATH (TYP)

N. CO. HWY. 395

25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00

MH-04

STA: 26+52.33 OFF: 25.00R

INV OUT : 13.18 - 24" ADS N-12

MES-03

STA: 26+20.33 OFF: 25.00R

INV IN : 13.20 - 24" ADS N-12

32' LF OF 24" ADS N-12 @ -0.06%

MES-02

STA: 25+27.52 OFF: -26.50L

INV OUT : 12.91 - 24" ADS N-12

48' LF OF 24" ADS N-12 @ -0.42%

MES-06

STA: 26+82.33 OFF: -26.50L

INV OUT : 12.66 - 24" RCP

MES-05

STA: 26+42.33 OFF: -26.50L

INV IN : 12.69 - 24" RCP

40' LF OF 24" RCP @ -0.08%

MES-08

STA: 28+89.81 OFF: -26.50L

INV OUT : 12.56 - 24" ADS N-12

MES-07

STA: 28+57.81 OFF: -26.50L

INV IN : 12.58 - 24" ADS N-12

32' LF OF 24" ADS N-12 @ -0.06%

MES-10

STA: 28+95.59 OFF: 25.00R

INV OUT : 13.06 - 24" ADS N-12

MES-09

STA: 28+63.59 OFF: 25.00R

INV IN : 13.08 - 24" ADS N-12

32' LF OF 24" ADS N-12 @ -0.06%

MES-12

STA: 30+61.88 OFF: 25.00R

INV OUT : 12.97 - 24" ADS N-12

MES-11

STA: 30+29.88 OFF: 25.00R

INV IN : 12.99 - 24" ADS N-12

32' LF OF 24" ADS N-12 @ -0.06%

MES-14

STA: 31+00.00 OFF: -26.50L

INV OUT : 12.45 - 24" ADS N-12

MES-13

STA: 30+68.00 OFF: -26.50L

INV IN : 12.47 - 24" ADS N-12

32' LF OF 24" ADS N-12 @ -0.06%

MES-16

STA: 31+75.00 OFF: 25.00R

INV OUT : 12.92 - 24" ADS N-12

MES-15

STA: 31+35.00 OFF: 25.00R

INV IN : 12.94 - 24" ADS N-12

40' LF OF 24" ADS N-12 @ -0.05%

MES-18

STA: 32+50.00 OFF: 25.00R

INV OUT : 12.82 - 24" ADS N-12

MES-17

STA: 32+10.00 OFF: 25.00R

INV IN : 12.90 - 24" ADS N-12

40' LF OF 24" ADS N-12 @ -0.20%

STA: 34+26.70 OFF: 25.00R

INV IN : 12.79 - 24" ADS N-12

32' LF OF 24" ADS N-12 @ -0.06%

HW - 02

STA: 30+05.53 OFF: 53.00R

INV OUT : 9.50 - 24" RCP

INV OUT : 9.50 - 24" RCP

HW - 01

STA: 30+05.53 OFF: -19.00L

INV IN : 12.00 - 24" RCP

INV IN : 12.00 - 24" RCP

(2) - 72' LF OF 24" RCP @ -3.47%

24 LF - FDOT INDEX NO. 862

ALUMINUM PEDESTRIAN

BICYCLE RAILING

R1-1

24" STOP BAR

& DOUBLE YELLOW

STRIPES

WETLAND IMPACT

AREA 12 = 498 SF±

(0.0114 AC±)

WETLAND IMPACT

AREA 18 = 1,419 SF±

(0.0326 AC±)

WETLAND IMPACT

AREA 15 = 1,868 SF±

(0.0429 AC±)

WETLAND IMPACT

AREA 16 = 1,248 SF±

(0.0287 AC±)

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WETLAND IMPACT

AREA 19 = 1,871 SF±

(0.0430 AC±)

WETLAND IMPACT

AREA 20 = 800 SF±

(0.0184 AC±)

WETLAND IMPACT

AREA 21 = 2,921 SF±

(0.0671 AC±)

WETLAND IMPACT

AREA 22 = 1,154 SF±

(0.0265 AC±)

WETLAND IMPACT

AREA 23 = 2,919 SF±

(0.0670 AC±)

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29+00

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30+00

30+50

31+00

31+50

32+00

32+50

33+00

33+50

-0.05%

PVI STA:25+65.87

PVI ELEV:16.42

AD:0.40%

K:372.16

150.00' VC

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MES-02

STA: 25+27.52 OFF: -26.50L

INV OUT : 12.91 - 24" ADS N-12

48' LF OF 24" ADS N-12 @ -0.42%

MES-03

STA: 26+20.33 OFF: 25.00R

INV IN : 13.20 - 24" ADS N-12

32' LF OF 24" ADS N-12 @ -0.06%

MH-04

STA: 26+52.33 OFF: 25.00R

INV OUT : 13.18 - 24" ADS N-12

MES-05

STA: 26+42.33 OFF: -26.50L

INV IN : 12.69 - 24" RCP

40' LF OF 24" RCP @ -0.08%

MES-06

STA: 26+82.33 OFF: -26.50L

INV OUT : 12.66 - 24" RCP

MES-07

STA: 28+57.81 OFF: -26.50L

INV IN : 12.58 - 24" ADS N-12

32' LF OF 24" ADS N-12 @ -0.06%

MES-08

STA: 28+89.81 OFF: -26.50L

INV OUT : 12.56 - 24" ADS N-12

MES-09

STA: 28+63.59 OFF: 25.00R

INV IN : 13.08 - 24" ADS N-12

32' LF OF 24" ADS N-12 @ -0.06%

MES-10

STA: 28+95.59 OFF: 25.00R

INV OUT : 13.06 - 24" ADS N-12

MES-11

STA: 30+29.88 OFF: 25.00R

INV IN : 12.99 - 24" ADS N-12

32' LF OF 24" ADS N-12 @ -0.06%

MES-12

STA: 30+61.88 OFF: 25.00R

INV OUT : 12.97 - 24" ADS N-12

MES-13

STA: 30+68.00 OFF: -26.50L

INV IN : 12.47 - 24" ADS N-12

32' LF OF 24" ADS N-12 @ -0.06%

MES-14

STA: 31+00.00 OFF: -26.50L

INV OUT : 12.45 - 24" ADS N-12

MES-15

STA: 31+35.00 OFF: 25.00R

INV IN : 12.94 - 24" ADS N-12

40' LF OF 24" ADS N-12 @ -0.05%

MES-16

STA: 31+75.00 OFF: 25.00R

INV OUT : 12.92 - 24" ADS N-12

MES-17

STA: 32+10.00 OFF: 25.00R

INV IN : 12.90 - 24" ADS N-12

40' LF OF 24" ADS N-12 @ -0.20%

MES-18

STA: 32+50.00 OFF: 25.00R

INV OUT : 12.82 - 24" ADS N-12

HW - 01

STA: 30+05.53 OFF: -19.00L

INV IN : 12.00 - 24" RCP

INV IN : 12.00 - 24" RCP

72' LF OF 24" RCP @ -3.47%

72' LF OF 24" RCP @ -3.47%

HW - 02

STA: 30+05.53 OFF: 53.00R

INV OUT : 9.50 - 24" RCP

INV OUT : 9.50 - 24" RCP

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TITLE

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DATE

PROJECT NO.

SCALE

SEAL

REVISIONS

NO. DESCRIPTION DATE

EB 0008794

CLIFFORD L. KNAUER, P.E. 53930

30' 0'

60'

SCALE: 1" = 30'

15'

877 CR 393 North

Santa Rosa Beach, FL 32459

850.267.0759

PP-04

PLAN AND PROFILE

WLT

CLK

JULY 2020

50084172

WAM

SCALE:

1"=30' HORIZ

1"=10' VERT

PERMITTING SET 90% CONSTRUCTION

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CONCRETE CURB

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CONCRETE CURB

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CONCRETE CURB

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GATE

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GATE

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4' WIRE FENCE

AutoCAD SHX Text

REFLECTOR

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SIGN: BURIED FIBER OPTIC CABLEBURIED FIBER OPTIC CABLE

AutoCAD SHX Text

WETLAND LINE

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WETLAND LINE

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WETLAND LINE

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EXISTING EOP

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ASPHALT ROAD

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FORCE MAIN

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WATER MAIN

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WATER MAIN

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100' R/W

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EX EOP

(TYP)

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10' ASPHALT

PATH (TYP)

N. CO. HWY. 395

34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00

RELOCATED FIRE HYDRANT

AND WATER VALVE

STA: 32+50.00 OFF: 25.00R

INV OUT : 12.82 - 24" ADS N-12

MES-20

STA: 34+58.70 OFF: 25.00R

INV OUT : 12.77 - 24" ADS N-12

MES-19

STA: 34+26.70 OFF: 25.00R

INV IN : 12.79 - 24" ADS N-12

32' LF OF 24" ADS N-12 @ -0.06%

MES-22

STA: 39+62.70 OFF: -26.50L

INV OUT : 11.93 - 24" ADS N-12

MES-21

STA: 39+30.70 OFF: -26.50L

INV IN : 11.96 - 24" ADS N-12

32' LF OF 24" ADS N-12 @ -0.09%

MES-24

STA: 39+97.34 OFF: 25.00R

INV OUT : 12.40 - 24" ADS N-12

MES-23

STA: 39+65.34 OFF: 25.00R

INV IN : 12.43 - 24" ADS N-12

32' LF OF 24" ADS N-12 @ -0.09%

MES-26

STA: 41+48.26 OFF: -26.50L

INV IN : 11.97 - 24" RCP

MES-25

STA: 40+92.26 OFF: -26.50L

INV OUT : 12.27 - 24" RCP

56' LF OF 24" RCP @ 0.54%

MES-28

STA: 41+79.99 OFF: 25.04R

INV OUT : 12.00 - 24" ADS N-12

MES-27

STA: 41+47.80 OFF: 25.00R

INV IN : 12.26 - 24" ADS N-12

32' LF OF 24" ADS N-12 @ -0.81%

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34+00

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36+00

36+50

37+00

37+50

38+00

38+50

39+00

39+50

40+00

40+50

41+00

41+50

42+00

-0.05%

-0.10%

PVI STA:37+91.40

PVI ELEV:15.81

AD:0.05%

K:12000.00

600.00' VC

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MES-19

STA: 34+26.70 OFF: 25.00R

INV IN : 12.79 - 24" ADS N-12

32' LF OF 24" ADS N-12 @ -0.06%

MES-20

STA: 34+58.70 OFF: 25.00R

INV OUT : 12.77 - 24" ADS N-12

MES-21

STA: 39+30.70 OFF: -26.50L

INV IN : 11.96 - 24" ADS N-12

32' LF OF 24" ADS N-12 @ -0.09%

MES-22

STA: 39+62.70 OFF: -26.50L

INV OUT : 11.93 - 24" ADS N-12

MES-23

STA: 39+65.34 OFF: 25.00R

INV IN : 12.43 - 24" ADS N-12

32' LF OF 24" ADS N-12 @ -0.09%

MES-24

STA: 39+97.34 OFF: 25.00R

INV OUT : 12.40 - 24" ADS N-12

MES-25

STA: 40+92.26 OFF: -26.50L

INV OUT : 12.27 - 24" RCP

56' LF OF 24" RCP @ 0.54%

MES-26

STA: 41+48.26 OFF: -26.50L

INV IN : 11.97 - 24" RCP

MES-27

STA: 41+47.80 OFF: 25.00R

INV IN : 12.26 - 24" ADS N-12

32' LF OF 24" ADS N-12 @ -0.81%

MES-28

STA: 41+79.99 OFF: 25.04R

INV OUT : 12.00 - 24" ADS N-12

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APPROVED BY

CHECKED BY

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

SCALE

SEAL

REVISIONS

NO. DESCRIPTION DATE

EB 0008794

CLIFFORD L. KNAUER, P.E. 53930

30' 0'

60'

SCALE: 1" = 30'

15'

877 CR 393 North

Santa Rosa Beach, FL 32459

850.267.0759

PP-05

PLAN AND PROFILE

WLT

CLK

JULY 2020

50084172

WAM

SCALE:

1"=30' HORIZ

1"=10' VERT

PERMITTING SET 90% CONSTRUCTION

R

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SHED

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ENTRANCE 1,000 FT

AutoCAD SHX Text

EDEN GARDENS

AutoCAD SHX Text

STATE PARK

AutoCAD SHX Text

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SPEED

AutoCAD SHX Text

LIMIT

AutoCAD SHX Text

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PROPOSED 22'

ASPHALT ROAD (TYP)

100' R/W

(TYP)

EX EOP

(TYP)

PROPOSED

10' ASPHALT

PATH (TYP)

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46+00

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RELOCATED FIRE HYDRANT

AND WATER VALVE

RELOCATED BACKFLOW

PREVENTER AND METER

TO BE ADJUSTED TO PROPOSED GRADE

RELOCATED WATER VALVE

TO BE ADJUSTED TO

PROPOSED GRADE

MES-28

STA: 41+79.99 OFF: 25.04R

INV OUT : 12.00 - 24" ADS N-12

32' LF OF 24" ADS N-12 @ -0.81%

MES-30

STA: 43+26.21 OFF: 25.00R

INV OUT : 11.78 - 24" ADS N-12

MES-29

STA: 42+93.63 OFF: 25.00R

INV IN : 11.80 - 24" ADS N-12

32' LF OF 24" ADS N-12 @ -0.06%

MES-31

STA: 45+21.96 OFF: -35.14L

INV OUT : 13.69 - 24" RCP

MES-32

STA: 45+68.75 OFF: -36.00L

INV IN : 13.85 - 24" RCP

48' LF OF 24" RCP @ -0.33%

MES-33

STA: 45+22.51 OFF: 25.02R

INV OUT : 11.96 - 24" ADS N-12

MES-34

STA: 45+55.09 OFF: 25.00R

INV IN : 12.02 - 24" ADS N-12

32' LF OF 24" ADS N-12 @ -0.19%

MES-35

STA: 47+87.51 OFF: -36.00L

INV OUT : 12.55 - 24" RCP

MES-36

STA: 48+67.51 OFF: -36.00L

INV IN : 12.57 - 24" RCP

80' LF OF 24" RCP @ -0.03%

MES-37

STA: 48+18.00 OFF: 25.00R

INV OUT : 12.72 - 24" ADS N-12

MES-38

STA: 48+50.00 OFF: 25.00R

INV IN : 12.78 - 24" ADS N-12

32' LF OF 24" ADS N-12 @ -0.19%

MES-39

STA: 49+78.37 OFF: 25.00R

INV OUT : 12.96 - 24" ADS N-12

MES-40

STA: 50+10.37 OFF: 25.00R

INV IN : 13.02 - 24" ADS N-12

32' LF OF 24" ADS N-12 @ -0.19%

MES-41

STA: 50+32.00 OFF: -36.00L

INV OUT : 12.85 - 24" RCP

HW - 04

STA: 43+66.57 OFF: 50.00R

INV OUT : 9.25 - 24" RCP

INV OUT : 9.25 - 24" RCP

HW - 03

STA: 43+66.22 OFF: -24.99L

INV IN : 10.00 - 24" RCP

INV IN : 10.00 - 24" RCP

(2) 73' LF OF 24" RCP @ -1.02%

24 LF - FDOT INDEX NO. 862

ALUMINUM PEDESTRIAN

BICYCLE RAILING

R1-1

24" STOP BAR

WITH DOUBLE

YELLOW STRIPES

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AREA 33 = 1,724 SF±

(0.0396 AC±)

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AREA 38 = 1,377 SF±

(0.0316 AC±)

WETLAND IMPACT

AREA 40 = 1,379 SF±

(0.0317 AC±)

WETLAND IMPACT

AREA 39 = 935 SF±

(0.0215 AC±)

WETLAND IMPACT

AREA 43 = 734 SF±

(0.0169 AC±)

WETLAND IMPACT

AREA 41 = 484 SF±

(0.0111 AC±)

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WETLAND IMPACT

AREA 44 = 46 SF±

(0.0011 AC±)

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42+00

42+50

43+00

43+50

44+00

44+50

45+00

45+50

46+00

46+50

47+00

47+50

48+00

48+50

49+00

49+50

50+00

50+50

-0.10%

0.15%

PVI STA:43+66.57

PVI ELEV:15.23

AD:0.25%

K:594.69

150.00' VC

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LOW POINT ELEV: 15.28

LOW POINT STA: 43+51.04

MES-29

STA: 42+93.63 OFF: 25.00R

INV IN : 11.80 - 24" ADS N-12

32' LF OF 24" ADS N-12 @ -0.06%

MES-30

STA: 43+26.21 OFF: 25.00R

INV OUT : 11.78 - 24" ADS N-12

MES-31

STA: 45+21.96 OFF: -35.14L

INV OUT : 13.69 - 24" RCP

48' LF OF 24" RCP @ -0.33%

MES-32

STA: 45+68.75 OFF: -36.00L

INV IN : 13.85 - 24" RCP

MES-33

STA: 45+22.51 OFF: 25.02R

INV OUT : 11.96 - 24" ADS N-12

32' LF OF 24" ADS N-12 @ -0.19%

MES-34

STA:…