USACE_Permit_Oriole_Boat_Ramp.pdf

September 25, 2024

Regulatory Division North Permits Branch Pensacola Permits Section

SAJ-1999-05080(NWP/NWP/NWP-EPS)

Michael Schmidt Public Works Director, Santa Rosa County 6051 Old Bagdad Highway, Suite 301 Milton, FL 32583 sent via email: michaels@santarosa.fl.gov

Dear Mr. Schmidt:

The U.S. Army Corps of Engineers (Corps) has completed the review of your application for a Department of the Army permit. Your application was assigned file number SAJ-1999-05080. A review of the information and drawings provided indicates that the proposed work is to replace an existing boat ramp and bulkhead. A temporary coffer dam would be installed during construction to contain the work area, and a dewatering discharge to waters of the United States may occur. The activities subject to this permit are authorized pursuant to authorities under Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. § 403), and Section 404 of the Clean Water Act (33 U.S.C. § 1344). The project is located in Santa Rosa Sound at the Oriole Beach Boat Ramp, 3165 Linden Avenue, in Gulf Breeze, Santa Rosa County, Florida.

The aspect of your project involving the boat ramp replacement, as depicted on the attached drawings, is authorized by Nationwide Permit (NWP) 3 (Maintenance). The aspect of your project involving the bulkhead, as depicted on the attached drawings, is authorized by Nationwide Permit (NWP) 13 (Bank Stabilization). The aspect of your project involving the coffer dam and dewatering, as depicted on the attached drawings, is authorized by Nationwide Permit (NWP) 33 (Temporary Construction, Access, and Dewatering). These verifications are valid until March 14, 2026. In order for these NWP authorizations to be valid, you must ensure that the work is performed in accordance with the Nationwide Permit General Conditions, the Jacksonville District Regional Conditions, and the General and Project-Specific Special Conditions listed below. Furthermore, if you commence or are under contract to commence this activity before the date that the relevant NWP is modified or revoked, you will have 12 months from the date of the modification or revocation of the NWP(s) to complete the activity under the present terms and conditions of this NWP. You can access the U.S. Army Corps of Engineers' (Corps) Jacksonville District's Regulatory Source Book web page for links to view NWP information at:

DEPARTMENT OF THE ARMY

CORPS OF ENGINEERS, JACKSONVILLE DISTRICT

PENSACOLA REGULATORY OFFICE

41 NORTH JEFFERSON STREET, SUITE 301

PENSACOLA, FLORIDA 32502

https://www.saj.usace.army.mil/Missions/Regulatory/Source-Book/. Please be aware this Internet address is case sensitive and should be entered as it appears above. Once there, you will need to select “Nationwide Permits.” Among other things, this part of the Source Book contains links to the federal register containing the text of the pertinent NWP authorization and the associated NWP general conditions, as well as separate links to the regional conditions applicable to the pertinent NWP verifications.

You must comply with all of the special and general conditions for the NWPs, including any project-specific conditions included in this letter and all conditions incorporated by reference as described above.

General Conditions (33 CFR PART 320-330):

1. The time limit for completing the work authorized by these NWP's ends on March 14, 2026.

2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this office, which may require restoration of the area.

3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and state coordination required to determine if the remains warrant a recovery effort of if the site is eligible for listing in the National Register of Historic Places.

4. If you sell the property associated with this permit you must obtain the signature of the new owner on the transfer form attached to this letter and forward a copy to this office to validate the transfer of this authorization.

5. If a conditioned water quality certification has been issued for your project, you must comply with the conditions specified in the certification as special conditions to this permit. For your convenience, a copy of the certification is attached if it contains such conditions.

6. You must allow a representative from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit.

Project Specific Special Conditions:

The following project specific special conditions are included with this verification:

https://www.saj.usace.army.mil/Missions/Regulatory/Source-Book/

1. Reporting Addresses: The Permittee shall submit all reports, notifications, documentation and correspondence required by the general and special conditions of this permit to either (not both) of the following addresses:

a. For electronic mail (preferred): SAJ-RD-Enforcement@usace.army.mil (not to exceed 15 MB).

b. For standard mail: U.S. Army Corps of Engineers, Regulatory Division, Enforcement Section, P.O. Box 4970, Jacksonville, FL 32232-0019.

The Permittee shall reference this permit number, SAJ-1999-05080

(NWP/NWP/NWP-EPS), on all submittals.

2. Commencement Notification: Within 10 days from the date of initiating the work authorized by this permit the Permittee shall complete and submit the attached Commencement Notification form.

3. Self-Certification: Within 60 days of completion of the work authorized by this permit, the Permittee shall complete the attached “Self-Certification Statement of Compliance” form and submit it to the Corps. In the event the completed work deviates in any manner from the authorized work, the Permittee shall describe the deviations between the work authorized by this permit and the work as constructed on the “Self- Certification Statement of Compliance” form. The description of any deviations on the “Self-Certification Statement of Compliance” form does not constitute approval of any deviations by the Corps.

4. Copy Retention: All contractors involved in this permitted activity shall be provided copies of this permit in its entirety. The Permittee shall have available and maintain for review a copy of this permit and approved plans at the construction site.

5. Regulatory Agency Changes: Should any other agency require and/or approve changes to the work authorized or obligated by this permit, the Permittee is advised a modification to this permit instrument is required prior to initiation of those changes. It is the Permittee’s responsibility to request a modification of this permit from the Pensacola Permits Section. The Corps reserves the right to fully evaluate, amend, and approve or deny the request for modification of this permit.

6. Assurance of Navigation and Maintenance: The Permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structures or work herein authorized, or if in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the Permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration.

mailto:SAJ-RD-Enforcement@usace.army.mil

7. Avoidance of Impacts to Submerged Aquatic Vegetation (SAV): No impacts to SAV are proposed by the project as designed, and no impacts to SAV are authorized by these permit verifications. All activities, including those occurring from barges or other vessels must avoid all impacts to SAV.

8. Turbidity Barriers: Prior to the initiation of any of the work authorized by this permit, the Permittee shall install floating turbidity barriers with weighted skirts that extend within 1 foot of the bottom around all work areas that are in, or adjacent to, surface waters. The turbidity barriers shall remain in place and be maintained daily until the authorized work has been completed and turbidity within the construction area has returned to ambient levels. Turbidity barriers shall be removed immediately upon stabilization of the work area. No turbidity curtains shall be installed in locations with SAV or where they would impact SAV.

9. Erosion Control: Prior to the initiation of any work authorized by this permit, the Permittee shall install erosion control measures along the perimeter of all work areas to prevent the displacement of fill material outside the work area into waters of the United States. The erosion control measures shall remain in place and be maintained until all authorized work is completed and the work areas are stabilized.

10. Fill Material: The Permittee shall use only clean fill material for this project. The fill material shall be free from items such as trash, debris, automotive parts, asphalt, construction materials, concrete block with exposed reinforcement bars, and soils contaminated with any toxic substance in toxic amounts, in accordance with Section 307 of the Clean Water Act.

11. Dredged Material Disposal: The Permittee shall place all dredged material in a self-contained, upland disposal site. The Permittee shall maintain the upland disposal site to prevent the discharge of dredged material and associated effluent f rom that dredged mater ia l into waters of the United States.

12. Dewatering: To reduce suspended material in the discharge, any dewatering of the boat ramp work area to waters of the United States must at a minimum, use a filter sock at the inlet to the discharge pipe, and discharge may only occur landward of double layers of weighted turbidity curtains immediately surrounding the coffer dam.

13. Coffer Dam: The coffer dam must be completely removed within 30 days of the completion of the boat ramp installation.

14. Permit Conditions Prevail: If information in the permit attachments conflict with the special conditions of this permit, the requirements of the permit special conditions shall prevail.

15. Posting of Permit: The Permittee shall have available and maintain for review a copy of this permit and approved plans at the construction site.

16. Manatee Conditions: The Permittee shall comply with the attached “Standard Manatee Conditions for In-Water Work – 2011”. The most recent version of the Manatee Conditions must be utilized.

17. Cultural Resources/Historic Properties:

a. No structure or work shall adversely affect impact or disturb properties listed in the National Register of Historic Places (NRHP) or those eligible for inclusion in the

NRHP.

b. If during the ground disturbing activities and construction work within the permit area, there are archaeological/cultural materials encountered which were not the subject of a previous cultural resources assessment survey (and which shall include, but not be limited to: pottery, modified shell, flora, fauna, human remains, ceramics, stone tools or metal implements, dugout canoes, evidence of structures or any other physical remains that could be associated with Native American cultures or early colonial or American settlement), the Permittee shall immediately stop all work and ground-disturbing activities within a 100-meter diameter of the discovery and notify the Corps within the same business day (8 hours). The Corps shall then notify the Florida State Historic Preservation Officer (SHPO) and the appropriate Tribal Historic Preservation Officer(s) (THPO(s)) to assess the significance of the discovery and devise appropriate actions.

c. Additional cultural resources assessments may be required of the permit area in the case of unanticipated discoveries as referenced in accordance with the above Special Condition ; and if deemed necessary by the SHPO, THPO(s), or Corps, in accordance with 36 CFR 800 or 33 CFR 325, Appendix C (5). Based, on the circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend or revoke the permit in accordance with 33 CFR Part 325.7. Such activity shall not resume on non-federal lands without written authorization from the SHPO for finds under his or her jurisdiction, and from the Corps.

d. In the unlikely event that unmarked human remains are identified on non-federal lands, they will be treated in accordance with Section 872.05 Florida Statutes. All work and ground disturbing activities within a 100-meter diameter of the unmarked human remains shall immediately cease and the Permittee shall immediately notify the medical examiner, Corps, and State Archeologist within the same business day (8-hours). The Corps shall then notify the appropriate SHPO and THPO(s). Based, on the circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend or revoke the permit in accordance with 33 CFR Part 325.7. Such activity shall not resume without written authorization from the State Archeologist and from the Corps.

18. Jacksonville District Programmatic Biological Opinion (JAXBO): Structures and activities authorized under this permit will be constructed and operated in accordance with all applicable PDCs contained in the JAXBO, based on the permitted activity. Failure to comply with applicable PDCs will constitute noncompliance with this permit. In addition, failure to comply with the applicable PDCs, where a take of listed species occurs, would constitute an unauthorized take. The NMFS is the appropriate authority to determine compliance with the Endangered Species Act. The most current version of JAXBO can be accessed at the Jacksonville District Regulatory Division website in the Endangered Species section of the Sourcebook located at:

http://www.saj.usace.army.mil/Missions/Regulatory/SourceBook.aspx

Jurisdictional Determination:

There are waters, including wetlands, in the above-described project area that may be subject to Section 404 of the Clean Water Act (CWA) (33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further instruction.

Please note, if work is authorized by either a general or nationwide permit, and you wish to request an appeal of an approved JD, the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any work in waters of the United States and prior to any work that could alter the hydrology of waters of the United States.

This letter of authorization does not include conditions that would prevent the ‘take’ of a state-listed fish or wildlife species. These species are protected under sec.

379.411, Florida Statutes, and listed under Rule 68A-27, Florida Administrative Code.

With regard to fish and wildlife species designated as species of special concern or threatened by the State of Florida, you are responsible for coordinating directly with the Florida Fish and Wildlife Conservation Commission (FWC). You can visit the FWC license and permitting webpage (http://www.myfwc.com/license/wildlife/) for more information, including a list of those fish and wildlife species designated as species of special concern or threatened. The Florida Natural Areas Inventory (http://www.fnai.org/) also maintains updated lists, by county, of documented occurrences of those species.

This letter of authorization does not give absolute Federal authority to perform the work as specified on your application. The proposed work may be subject to local building restrictions mandated by the National Flood Insurance Program. You should contact your local office that issues building permits to determine if your site is located in a flood-prone area, and if you must comply with the local building requirements mandated by the National Flood Insurance Program.

This letter of authorization does not preclude the necessity to obtain any other Federal, State, or local permits, which may be required.

Thank you for your cooperation with our permit program. The Corps’ Jacksonville

District Regulatory Division is committed to improving service to our customers. We http://www.saj.usace.army.mil/Missions/Regulatory/SourceBook.aspx strive to perform our duty in a friendly and timely manner while working to preserve our environment. We invite you to complete our automated Customer Service Survey at https://regulatory.ops.usace.army.mil/customer-service-survey/. Please be aware this Internet address is case sensitive; and, you will need to enter it exactly as it appears above. Your input is appreciated – favorable or otherwise.

Should you have any questions related to this NWP verification or have issues accessing the documents reference in this letter, please contact Ed Sarfert at the letterhead address above, via telephone at 850-439-9533, or via e-mail at edward.p.sarfert@usace.army.mil.

Sincerely, Ed Sarfert Senior Project Manager

Copy furnished: Tem Fontaine, Coastal Technology Corporation

Enclosures:

Permit Transfer Request Commencement Notification Form Self-Certification of Compliance Permit Drawings (7 pages) Manatee Conditions https://regulatory.ops.usace.army.mil/customer-service-survey/ mailto:edward.p.sarfert@usace.army.mil

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER: SAJ-1999-05080 (NWP/NWP/NWP-EPS)

When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. Although the construction period for works authorized by Department of the Army permits is finite, the permit itself, with its limitations, does not expire.

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions, have the transferee sign and date below and mail to the U.S. Army Corps of Engineers, Enforcement Section, Post Office Box 4970, Jacksonville, FL 32232-0019.

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

___________________________________ (STREET ADDRESS)

(NAME-PRINTED)

(MAILING ADDRESS)

(CITY, STATE, ZIP CODE)

COMMENCEMENT NOTIFICATION

Within ten (10) days of initiating the authorized work, submit this form via electronic mail to saj-rd-enforcement@usace.army.mil (preferred, not to exceed 15 MB) or by standard mail to U.S. Army Corps of Engineers, Enforcement Section, P.O. Box 4970, Jacksonville, FL 32232-0019.

1. Department of the Army Permit Number: SAJ-1999-05080 (NWP/NWP/NWP-EPS)

2. Permittee Information:

Name: __________________________________________

Email: __________________________________________

Address: __________________________________________

Phone: __________________________________________

3. Construction Start Date: ______________________

4. Contact to Schedule Inspection:

Name: __________________________________________

Email: __________________________________________

Phone: __________________________________________

Signature of Permittee

Printed Name of Permittee

Date mailto:saj-rd-enforcement@usace.army.mil

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Within sixty (60) days of completion of the authorized work, submit this form via electronic mail to saj-rd-enforcement@usace.army.mil (preferred, not to exceed 15MB) or by standard mail to U.S.

Army Corps of Engineers, Enforcement Section, P.O. Box 4970, Jacksonville, FL 32232-0019.

1. Department of the Army Permit Number: SAJ-1999-05080 (NWP/NWP/NWP-EPS)

2. Permittee Information: Name: ____________________________________________

Email: ____________________________________________

Address: __________________________________________

Phone: ___________________________________________

3. Date Authorized Work Started: _________________ Completed: _______________

4. Contact to Schedule Inspection: Name: ____________________________________

Email: ____________________________________

Phone: ___________________________________

5. Description of Authorized Work (e.g. bank stabilization, fill placed within wetlands, docks, dredging, etc.): ________________________________________________________

6. Acreage or Square Feet of Impacts to Waters of the United States: _________________

7. Describe Mitigation completed (if applicable): __________________________________

8. Describe any Deviations from Permit (attach drawing(s) depicting the deviations):

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit. Any deviations as described above are depicted on the attached drawing(s).

Signature of Permittee

Printed Name of Permittee

Date mailto:saj-rd-enforcement@usace.army.mil

PROJECT SITE

ORIOLE BEACH

BOAT RAMP

N508907.15'

E1151240.35'

LAT N030° 22' 25.70"

LONG W087° 05' 30.63"

3187 LINDEN AVENUE

GULF BREEZE, FL 32570

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HORIOLE BEACH BOAT RAMP IMPROVEMENTS

FOR

SANTA ROSA COUNTY, FLORIDA

LOCATION MAP

SHEET LIST TABLE

SHEET

NUMBER

SHEET TITLE

C1.0 COVER SHEET

C1.1 NOTES

C2.0 EXISTING CONDITIONS

C3.0 EROSION CONTROL PLAN

C3.1 EROSION CONTROL PLAN DETAILS

C4.0 DEMOLITION PLAN

C5.0 SITE PLAN

C6.0 PAVING, GRADING, & DRAINAGE PLAN

C6.1 PROFILE & CROSS-SECTION

C6.2 PAVING, GRADING, & DRAINAGE DETAILS

C6.3 PAVING, GRADING, & DRAINAGE DETAILS

C6.4 PAVING, GRADING, & DRAINAGE DETAILS

C6.5 PAVING, GRADING, & DRAINAGE DETAILS

C6.6 PAVING, GRADING, & DRAINAGE DETAILS

C6.7 CONSTRUCTION JOINT LAYOUT DETAILS

C6.8 PAVEMENT MARKING DETAILS

C7.0 SOIL BORING PLANVIEW

C7.1 SOIL BORING CROSS-SECTIONS

C8.0 EXISTING CONDITIONS DRAINAGE MAP

C8.1 PROPOSED CONDITIONS DRAINAGE MAP

C9.0 RAMP & SEAWALL DETAILS

C10.0 DOCK DETAILS

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PROJECT :

ISSUED FOR BID BY

SANTA ROSA COUNTY

6051 OLD BAGDAD HIGHWAY, SUITE 301

MILTON, FL 32583

PHONE: 850-981-7135

SITE WORK, CIVIL ENGINEER

COASTAL TECHNOLOGY CORPORATION

3625 20TH STREET,

VERO BEACH, FL 32960

PHONE: 772-562-8580

PROJECT LOCATION

THE ACTIVITIES AUTHORIZED BY THIS PERMIT ARE LOCATED AT 3187 LINDEN AVE. GULF BREEZE, FL 32563.

PARCEL IDS 31-2S-28-2980-00100-0010 & 31-2S-28-2980-00000-PARK, IN SECTION 31, TOWNSHIP 2 SOUTH, RANGE

28 WEST IN SANTA ROSA COUNTY.

PERMITS REQUIRED

SANTA ROSA COUNTY SITE PERMIT

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION ENVIRONMENTAL RESOURCE PERMIT

USACE (BULKHEAD) & (BOAT RAMP)

SURVEYOR

RUBEN SURVEYING & MAPPING

913 GULF BREEZE PKWY, STE. 6

GULF BREEZE, FLORIDA, 32561

PHONE: 850-916-7382

GEOTECHNICAL ENGINEER

LARRY M. JACOBS & ASSOCIATES, INC.

328 EAST GADSEN STREET

PENSACOLA, FLORIDA 32501

PHONE 850-434-8046

INFO TABLE - ADJACENT PARCELS

(SEE MAP AT LEFT)

PARCEL ID

CURRENT

ZONING

FUTURE

LAND

USE

EXISTING

LAND

USE

1 31-2S-28-2980-00100-0020 R1 SFR SFR

2 31-2S-28-2980-00400-0232 R1 SFR SFR

3 31-2S-28-2980-00400-0230 R1 SFR SFR

4 31-2S-28-2980-00300-0250 R1 SFR SFR

5 31-2S-28-2980-00200-0130 R1 SFR SFR

6 31-2S-28-2980-00700-0120 R1 SFR SFR

ADJACENT PARCELS MAP

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200'(P)

N. 0.22' E. 0.00'

P L A

T T E

D S

O U

T H

R /W

L

IN

E

L O

T

L O

T

B L

O C

K

D E

E D

S O

U T H

R /W

L

IN

E

P L A

T T E

D S

O U

T H

R /W

L

IN

E '(P

.9

'(F

.1

'(F

.0

'(P

S

°3

'1

"E

.9

'(F

.8

'(F

'(P

S

°3

'1

"E

.0

'(F

L O

T

L O

T

B L

O C

K

'(P

S

°3

'1

"E

.9

'(F

'(P

.9

'(F

250.00'(F) 40.34'±(F)

SOUTHEAST

CORNER OF

LOT 1

NO

PARKING

SIGN

GRAVEL PARKING

GRAVEL PARKING

GRAVEL PARKING

GRAVEL

S A

N T

A

R

O S

A

S

O U

N D

SHORELINE

AS PER FIELD

SURVEY

DATE

.0 '(P

S

°3

'1

"E

.9

'(F

MEAN HIGH WATER LINE

0.90' EL (NAVD88)

EXISTING BULKHEAD

EXISTING BULKHEAD

EXISTING CONCRETE

RUMBLE

O R

IO

L E

B E

A C

H B

O A

T R

A M

P

IM

P R

O V

E M

E N

T S

F O

R S

A N

T A

R O

S A

C O

U N

T Y

T H

S T R

E E

T V

E R

O B

E A

C H

F

L

-8

C E

R T

IF

IC

A

T E

O F

A U

T H

O R

IZ

A

T

IO

N N

U M

B E

R

C O

A S

T

V

IR

O

N M

E N

T A

L

C

IV

IL

E N

G

IN

E E

R

IN

G A

N D

P L A

N N

IN

G

R E

V

D A

T E

N

O T E

S

D R

A F

T E

R

A Q

N

C H

E C

K E

D B

Y : M

P W

P R

O

JE

C T N

O

.0

D A

T E

D R

A W

N

/2

/2

C H

A R

L E

S T

F

O N

T A

IN

E

II

I, P

T E

F L O

R

ID

A P

.E

L

IC

E N

S E

N U

M B

E R

C O

A S

T A

L T

E C

H

60300

E X

IS

T

IN

G C

O N

D

IT

IO

N

S

LEGEND:

PROPERTY BOUNDARY

OVER HEAD UTILITIES

RIGHT OF WAY

ADJACENT PROPERTY BOUNDARIES

WOOD PRIVACY FENCE

POWER POLE

SIGN

SPOT ELEVATION (FT-NAVD88)

LIGHT POLE

WATER VALVE

PINE TREE

OAK TREE

MAGNOLIA TREE

ARBORVITAE TREE

OHU OHU OHU OHU

CONCRETE

LIME ROCK DIRT

SUBMERGED AQUATIC VEGETATION

PAVED ROADWAY

5.4x

NOTES:

1. EXISTING TREES, SUBMERGED AQUATIC VEGETATION (SAV), AND CONCRETE BOAT RAMP ARE FROM A DRAWING TITLED "AS-BUILT

DRAWINGS" FROM SANTA ROSA COUNTY DATED FEBRUARY 05, 2021.

2. EXISTING INFORMATION SHOWN ON THESE PLANS IS BASED ON THE BOUNDARY SURVEY BY RUBEN SURVEYING AND MAPPING. TITLED "BOUNDARY AND TOPOGRAPHIC SURVEY 3187 LINDEN AVENUE, GULF BREEZE, FL" JOB NO 23226-22, DATED 03/23/2022.

C2.0

SCALE IN FEET

(11x17) 1"=60' (24x36) 1"=30'

AutoCAD SHX Text W

AutoCAD SHX Text

NORTH 5' DEDICATED TO THE FLORIDA DEPARTMENT OF TRANSPORTATION

AutoCAD SHX Text 3.3'

AutoCAD SHX Text 1.3'

AutoCAD SHX Text 3.2'

AutoCAD SHX Text 27.4'

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

NORTH

W

X P

A R

C E

L N

U M

B E

R

-2 S

-2

-2

-0

-0

H

IL

D

A H

H

E R

T Z

L

IN

D E

N A

V E

N U

E G

U L F

B R

E E

Z E

F

L O

R

ID

A

-2 S

-2

-2

-0

-0

G U

L F

B R

E E

Z E

F

L O

R

ID

A

T A

X P

A R

C E

L N

U M

B E

R

-2 S

-2

-2

-0

-0

R

IC

K

A R

D A

N D

V

IC

K

IE

M C

L E

M O

R E

M A

U N

A K

E A

C O

U R

T G

U L F

B R

E E

Z E

F

L O

R

ID

A

B A

Y S

T R

E E

T (6

' R

IG

H

T -O

F -W

A Y

P

(7

' R

IG

H

T -O

F -W

A Y

F

HARRISON AVENUE (60' RIGHT-OF-WAY)

S00°23'42"W 151.10'(F)

N00°30'17"E 151.25'(F)

279.7'

279.7'9 .8

115.9'115.9'

.9

.9

WOOD PIERWOOD PIER

WOOD PIER WOOD PIER

R

IP

-R A

P

S °2

'5

"E

.8

'(F

BOAT

RAMP

SIGN

NO

PARKING

SIGN

NO

PARKING

SIGN

BIKE

RACK

NO

PARKING

SIGN

BENCHMARK 2

TOP OF NAIL AND

DISK LS #5791

SET IN EDGE OF

PAVEMENT,

ELEVATION=

BENCHMARK 1

TOP OF NAIL AND

DISK LS #5791

SET IN TOP OF

PILING,

ELEVATION=

LIGHT

POLE

BOAT

TRAILER

PARKING

SIGN

EDGE OF GRAVEL PARKING

EDGE OF GRAVEL PARKING

EDGE OF

GRAVEL PARKING

NO

PARKING

SIGN

GUY

ANCHOR

8' HIGH

WOOD

FENCE

(TYPICAL)

8' HIGH

WOOD

FENCE

(TYPICAL)

WILDLIFE

INFORMATION

SIGN

CO

N

CRET

E W

ALK

CONCRETE FOR

HANDICAP PARKING

HANDICAP

PARKING

SIGN

.0

'(P

.3

'(F

.0

'(P

.5

'(F

S °2

'5

"E

.9

'(F

.0

'(P

L O

T

.0

'(P

S

°2

'5

"E

.0

'(F

50.00'(P) S00°30'17"W 50.47'(F)

S °2

'5

"E

.8

'(F

.0

'(P

.0

'(P

.8

'(F

SOUTHEAST

CORNER OF

BLOCK 2

.0

'(P

S

°2

'5

"E

.9

'(F

N00°30'17"E 196.84'(F) 195.00'(D)

N. 1.77' E. 0.00'

S. 0.27' E. 0.00'

N00°30'17"E 290.35'(F)

200'(P)

(W

IT

N E

S S

L

IN

E O

N L Y

S °0

'2

"W

.2

'(F

200'(P)

N. 0.22' E. 0.00'

L O

T

L O

T

'(P

.9

'(F

.1 '(F

.0

'(P

S

°3

'1 "E

.9 '(F

.8

'(F

'(P

S

°3 '1

"E

.0

'(F

L O

T

250.00'(F) 40.34'±(F)

SOUTHEAST

CORNER OF

LOT 1

NO

PARKING

SIGN

GRAVEL PARKING

GRAVEL PARKING

GRAVEL PARKING

GRAVEL

SHORELINE

AS PER FIELD

SURVEY

DATE

.0

'(P

S

°3

'1

"E

.9

'(F

Mean High Water Line

0.90' EL (NAVD88)

PROPOSED TEMPORARY

COFFER DAM

PROPOSED TURBIDITY CURTAIN

40'

PROPOSED SILT FENCE

PROPOSED

SILT FENCE

PROPOSED TEMPORARY

SPOIL CONTAINMENT AREA

A A'

-10 0 16014012010080604020

DISTANCE IN FEET

E L E

V A

T

IO

N

IN

F E

E T N

A V

D

PROFILE A-A'

4' MAX

1TEMPORARY

SPOIL AREA

NORTH SOUTH

HAY BALEHAY BALE

SILT FENCE - TEMPORARY

SEDIMENT BARRIER TO BE

TEMPORARY INSTALLED AROUND

ENTIRE SPOIL CONTAINMENT AREA

SILT FENCE - TEMPORARY

SEDIMENT BARRIER TO BE

TEMPORARY INSTALLED AROUND

ENTIRE SPOIL CONTAINMENT AREA

O R

IO

L E

B E

A C

H B

O A

T R

A M

P

IM

P R

O V

E M

E N

T S

F O

R S

A N

T A

R O

S A

C O

U N

T Y

T H

S T R

E E

T V

E R

O B

E A

C H

F

L

-8

C E

R T

IF

IC

A

T E

O F

A U

T H

O R

IZ

A

T

IO

N N

U M

B E

R

C O

A S

T

V

IR

O

N M

E N

T A

L

C

IV

IL

E N

G

IN

E E

R

IN

G A

N D

P L A

N N

IN

G

R E

V

D A

T E

N

O T E

S

D R

A F

T E

R

A Q

N

C H

E C

K E

D B

Y : M

P W

P R

O

JE

C T N

O

.0

D A

T E

D R

A W

N

/2

/2

C H

A R

L E

S T

F

O N

T A

IN

E

II

I, P

T E

F L O

R

ID

A P

.E

L

IC

E N

S E

N U

M B

E R

C O

A S

T A

L T

E C

H E

R O

S

IO

N C

O N

T R

O L P

L A

N

40200

DISTURBED AREA

1.2 AC

LEGEND

PROPERTY BOUNDARY

LIMITS OF DISTURBANCE

COFFER DAM

PROPOSED SILT FENCE

PROPOSED TURBIDITY CURTAIN

PROPOSED CONSTRUCTION ENTRANCE

PROPOSED APPROXIMATE LIMITS OF

TEMPORARY DREDGE SPOIL AREA

EXISTING PAVED ROADWAY

C3.0

SCALE IN FEET

(11x17) 1"=40' (24x36) 1"=20'

AutoCAD SHX Text W

AutoCAD SHX Text 3.3'

AutoCAD SHX Text 1.3'

AutoCAD SHX Text 3.2'

AutoCAD SHX Text 27.4'

AutoCAD SHX Text S

AutoCAD SHX Text S

X P

A R

C E

L N

U M

B E

R

-2 S

-2

-2

-0

-0

L

IN

D E

N A

V E

N U

E G

U L F

B R

E E

Z E

F

L O

R

ID

A

T A

X P

A R

C E

L N

U M

B E

R

-2 S

-2

-2

-0

-0

B

R A

D L E

Y A

N D

M A

G G

IE

M

C L A

U G

H L

IN

B A

Y S

T R

E E

T G

U L F

B R

E E

Z E

F

L O

R

ID

A

T A

X P

A R

C E

L N

U M

B E

R

-2 S

-2

-2

-0

-0

R

IC

K

A R

D A

N D

V

IC

K

IE

M C

L E

M O

R E

M A

U N

A K

E A

C O

U R

T G

U L F

B R

E E

Z E

F

L O

R

ID

A

B A

Y S

T R

E E

T (6

' R

IG

H

T -O

F -W

A Y

P

(7

' R

IG

H

T -O

F -W

A Y

F

HARRISON AVENUE (60' RIGHT-OF-WAY)

S00°23'42"W 151.10'(F)

N00°30'17"E 151.25'(F)

279.7'

279.7'9 .8

115.9'115.9'

.9

.9

WOOD PIERWOOD PIER

WOOD PIER WOOD PIER

R

IP

-R A

P

S °2

'5

"E

.8

'(F

BOAT

RAMP

SIGN

NO

PARKING

SIGN

NO

PARKING

SIGN

BIKE

RACK

NO

PARKING

SIGN

BENCHMARK 2

TOP OF NAIL AND

DISK LS #5791

SET IN EDGE OF

PAVEMENT,

ELEVATION=

BENCHMARK 1

TOP OF NAIL AND

DISK LS #5791

SET IN TOP OF

PILING,

ELEVATION=

LIGHT

POLE

BOAT

TRAILER

PARKING

SIGN

EDGE OF GRAVEL PARKING

EDGE OF GRAVEL PARKING

EDGE OF

GRAVEL PARKING

NO

PARKING

SIGN

GUY

ANCHOR

8' HIGH

WOOD

FENCE

(TYPICAL)

8' HIGH

WOOD

FENCE

(TYPICAL)

WILDLIFE

INFORMATION

SIGN

CO

N

CRET

E W

ALK

CONCRETE FOR

HANDICAP PARKING

HANDICAP

PARKING

SIGN

.0

'(P

.5

'(F

.0

'(P

S

°2

'5

"E

.0

'(F

50.00'(P) S00°30'17"W 50.47'(F)

S °2

'5

"E

.8

'(F

.0

'(P

.0

'(P

.8

'(F

SOUTHEAST

CORNER OF

BLOCK 2

.0

'(P

S

°2

'5

"E

.9

'(F

N00°30'17"E 196.84'(F) 195.00'(D)

N. 1.77' E. 0.00'

S. 0.27' E. 0.00'

N00°30'17"E 290.35'(F)

200'(P)

(W

IT

N E

S S

L

IN

E O

N L Y

S °0

'2

"W

.2

'(F

200'(P)

N. 0.22' E. 0.00'

L O

T

D E

E D

S O

U T H

R /W

L

IN

E

P L A

T T E

D S

O U

T H

R /W

L

IN

E

'(P

.9

'(F

.0

'(P

S

°3

'1

"E

.9

'(F

.8

'(F

'(P

S

°3

'1

"E

.0

'(F

L O

T

L O

T

B L

O C

K

'(P S

°3

'1

"E

.9

'(F

'(P

.9

'(F

250.00'(F) 40.34'±(F)

SOUTHEAST

CORNER OF

LOT 1

NO

PARKING

SIGN

GRAVEL PARKING

GRAVEL PARKING

GRAVEL PARKING

GRAVEL

SHORELINE

AS PER FIELD

SURVEY

DATE

.0

'(P

S

°3

'1

"E

.9

'(F

PINE TREE TO BE REMOVED

CONCRETE

BOAT RAMP

TO BE REMOVED

SIGN TO

BE REMOVED

SIGN TO BE REMOVED

SIGN TO

BE REMOVED

SIGN TO BE REMOVED

SIGN TO

BE REMOVED

SIGN TO BE REMOVED

APPROXIMATE LOCATION OF DAMAGED BULKHEAD TO BE REMOVED

APPROXIMATE LOCATION OF DAMAGED CONCRETE BULKHEAD TO BE REMOVED

APPROXIMATE LIMITS OF CONCRETE RUBLE BE REMOVED

CONCRETE PARKING PAD & SIDEWALK TO BE REMOVED

DECKING, STRINGERS, & PILE CAPS BE REMOVED

FOR INSTALLATION OF SHEETPILE, BULKHEAD,

& TEMPORARY SHEETS FOR DEWATERING

DECKING, STRINGERS, & PILE CAPS BE REMOVED

FOR INSTALLATION OF SHEETPILE, BULKHEAD,

& TEMPORARY SHEETS FOR DEWATERING

O R

IO

L E

B E

A C

H B

O A

T R

A M

P

IM

P R

O V

E M

E N

T S

F O

R S

A N

T A

R O

S A

C O

U N

T Y

T H

S T R

E E

T V

E R

O B

E A

C H

F

L

-8

C E

R T

IF

IC

A

T E

O F

A U

T H

O R

IZ

A

T

IO

N N

U M

B E

R

C O

A S

T

V

IR

O

N M

E N

T A

L

C

IV

IL

E N

G

IN

E E

R

IN

G A

N D

P L A

N N

IN

G

R E

V

D A

T E

N

O T E

S

D R

A F

T E

R

A Q

N

C H

E C

K E

D B

Y : M

P W

P R

O

JE

C T N

O

.0

D A

T E

D R

A W

N

/2

/2

C H

A R

L E

S T

F

O N

T A

IN

E

II

I, P

T E

F L O

R

ID

A P

.E

L

IC

E N

S E

N U

M B

E R

C O

A S

T A

L T

E C

H

40200

D E

M O

L

IT

IO

N

P L A

N

CONCRETE TO BE REMOVED

PINE TREE TO BE REMOVED

SIGNS TO BE REMOVED

DOCK REMOVED

PROPOSED

LEGEND:

PROPERTY BOUNDARY

OVER HEAD UTILITIES

RIGHT OF WAY

ADJACENT PROPERTY BOUNDARIES

WOOD PRIVACY FENCE

POWER POLE

SIGN

SPOT ELEVATION (FT-NAVD88)

LIGHT POLE

WATER VALVE

PAVED ROAD

PINE TREE

OAK TREE

MAGNOLIA TREE

ARBORVITAE TREE

OHU OHU OHU OHU

LIME ROCK DIRT

SUBMERGED AQUATIC VEGETATION

5.4x

EXISTING EXISTING EXISTING

C4.0

SCALE IN FEET

(11X17) 1"=40' (24X36) 1"=20'

AutoCAD SHX Text W

AutoCAD SHX Text 3.3'

AutoCAD SHX Text 1.3'

AutoCAD SHX Text 3.2'

AutoCAD SHX Text 27.4'

AutoCAD SHX Text S

AutoCAD SHX Text S

-2 S

-2

-2

-0

-0

G U

L F

B R

E E

Z E

F

L O

R

ID

A

T A

X P

A R

C E

L N

U M

B E

R

-2 S

-2

-2

-0

-0

B

R A

D L E

Y A

N D

M A

G G

IE

G U

L F

B R

E E

Z E

F

L O

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ID

A

T A

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A R

C E

L N

U M

B E

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-2 S

-2

-2

-0

-0

R

IC

K

A R

D A

N D

V

IC

K

IE

M C

L E

M O

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M A

U N

A K

E A

C O

U R

T G

U L F

B R

E E

Z E

F

L O

R

ID

A

B A

Y S

T R

E E

T (6

' R

IG

H

T -O

F -W

A Y

P

(7

' R

IG

H

T -O

F -W

A Y

F

HARRISON AVENUE (60' RIGHT-OF-WAY)

S00°23'42"W 151.10'(F)

N00°30'17"E 151.25'(F)

279.7'

279.7'

115.9'115.9'

.9

WOOD PIERWOOD PIER

WOOD PIER WOOD PIER

R

IP

-R A

P

S °2

'5

"E

.8

'(F

NO

PARKING

SIGN

BENCHMARK 2

TOP OF NAIL AND DISK

LS #5791 SET IN EDGE

OF PAVEMENT,

ELEVATION=

BENCHMARK 1

TOP OF NAIL AND DISK

LS #5791 SET IN TOP OF

PILING, ELEVATION=

GUY

ANCHOR

8' HIGH WOOD

FENCE (TYPICAL)

8' HIGH

WOOD

FENCE

(TYPICAL)

.0

'(P

.5

'(F

.0

'(P

S

°2

'5

"E

.0

'(F

50.00'(P) S00°30'17"W 50.47'(F)

S °2

'5

"E

.8

'(F

.0

'(P

.0

'(P

.8

'(F

SOUTHEAST

CORNER OF BLOCK

S °2

'5

"E

.9

'(F

.0

'(P

N00°30'17"E 196.84'(F) 195.00'(D)

N. 1.77' E. 0.00'

S. 0.27' E. 0.00'

N00°30'17"E 290.35'(F)

200'(P)

200'(P)

N. 0.22' E. 0.00'

L O

T

'(P

.9

'(F

.0

'(P

S

°3

'1

"E

.9

'(F

.8

'(F

'(P S

°3

'1

"E

.0

'(F

L O

T

250.00'(F) 40.34'±(F)

SOUTHEAST

CORNER OF LOT 1

SHORELINE AS

PER FIELD

SURVEY DATE

.0

'(P

S

°3

'1

"E

.9

'(F

BIKE

RACK

ZONE AE (EL 9)

ZONE AE

(EL 8)

COASTAL HIGH HAZARD AREA

(CHHA)/ LIMITS OF FEMA VE ZONE

S T

O P

LIMITS OF SUBMERGED AQUATIC

VEGETATION "SAV" 06-28-2019

10'

(TYP)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23

24 25

26 27

3231302928

MEAN HIGH WATER LINE

0.90' EL (NAVD88)

(T Y

P

12'

(TYP)

5'

(TYP)

(T Y

P

30.89'

9'

(TYP)

5'

(TYP)

(T Y

P

PROPOSED MUTCD

ACCESSIBLE

RESERVED PARKING

PROPOSED

TYPE "D"

CURB

PROPOSED

ENDANGERED

SPECIES

SIGNAGE

PROPOSED

BOAT

RAMP

PROPOSED

PARKING

R65.7

R44.1

PROPOSED

SEAWALL

R10

R10 R4

2'

(TYP)

2'

(TYP)

4'

6.54'

P R

O P

O S

E D

L A

N D

S C

A P

E B

U F F E

R

PROPOSED

7'

LANDSCAPE

BUFFER

PROPOSED 10'

LANDSCAPE

BUFFER

PROPOSED 20'

LANDSCAPE

BUFFER

PROPOSED

"D" TYPE CURB

12'

(TYP)

PROPOSED

STOP BAR

(TYP)

.7

.5

' 4

LANDWARD

LIMIT OF

SHORELINE

PROTECTION

ZONE

3' SEAWALL CAP

TO PROPERTY LINE

2' Wall to Property Line

LIGHT POLE

TO REMAIN

PROPOSED

"D" TYPE CURB

CONSTRUCT

MONOFILAMENT

TRASH TUBE

ON 4X4 POST

PROPOSED

CATCH BASIN

(TYP)

5'

PROPOSED

DOCK

EXTENSION

PROPOSED

DOCK

EXTENSION

PROPOSED

SEAWALL

69'

EXISTING

ROCK

PROPOSED R1-1 STOP SIGN

W/24" WIDE STOP BAR

PROPOSED R1-1 STOP SIGN

W/24" WIDE STOP BAR

PROPOSED R1-1 STOP SIGN

W/24" WIDE STOP BAR

5' (MAX.)

5'

(MAX.)

EXISTING

CONCRETE

RUBBLE

5' (MAX.)

TEMPORARY COFFER

DAM FOR

DEWATERING

PROPOSED TURBIDITY CURTAIN

-2

S -2

-2

-0

-0

R

IC

K A

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ID

A

HARRISON AVENUE (60' RIGHT-OF-WAY)

N00°30'17"E 151.25'(F)

115.9'WOOD PIER

WOOD PIER

S °2

'5

"E

.8

'(F

NO

PARKING

BENCHMARK 2

TOP OF NAIL AND DISK

LS #5791 SET IN EDGE

OF PAVEMENT,

ELEVATION=

BENCHMARK 1

TOP OF NAIL AND DISK

LS #5791 SET IN TOP OF

PILING, ELEVATION=

.0

'(P

.5

'(F

.0

'(P

S

°2

'5

"E

.0

'(F

50.00'(P) S00°30'17"W 50.47'(F)

S °2

'5

"E

.8

'(F

.0

'(P

.0

'(P

.8

'(F

SOUTHEAST

CORNER OF BLOCK

S °2

'5

"E

.9

'(F

.0

'(P

N00°30'17"E 196.84'(F) 195.00'(D) 200'(P)

L O

T

BIKE

RACK

S3° 26' 28.79"W 229.53'

S2° 39' 15.28"E 229.36'

BENCHMARK 2

TOP OF NAIL AND DISK

LS #5791 SET IN EDGE

OF PAVEMENT,

ELEVATION=

S9° 27' 37.97"W 232.27'

O R

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LEGEND:

PROPERTY BOUNDARY

OVER HEAD UTILITIES

RIGHT OF WAY

ADJACENT PROPERTY BOUNDARIES

WOOD PRIVACY FENCE

COASTAL HIGH HAZARD AREA (CHHA)/ LIMITS OF FEMA VE ZONE

POWER POLE

SIGN

SPOT ELEVATION (FT-NAVD88)

LIGHT POLE

PINE TREE

OAK TREE

MAGNOLIA TREE

ARBORVITAE TREE

SUBMERGED AQUATIC VEGETATION

5.4x

EXISTING - TO REMAIN

CONCRETE PARKING AREA

CONCRETE BOAT RAMP

CONCRETE SIDEWALK

GRAVEL PARKING AREA

GRASS/SOD

CONCRETE BULKHEAD WITH VINYL SHEETS

TYPE "D" CURB

DOCK

CATCH BASIN

MANHOLE

SIGN

STOP BAR

LANDWARD LIMIT OF SHORELINE PROTECTION ZONE

COFFER DAM

TURBIDITY CURTAIN

PROPOSED

SITE DATA TABLE

PARCELS ID NUMBERS 31-2S-28-2980-00100-0010 & 31-2S-28-2980-00000-PARK

EXISTING PARCELS AREAS 0.32 AC (13,780 SF) & 0.46 AC (20,060 SF)

PROPOSED PROJECT AREA 0.96 AC (41,787 SF)

ADDRESS 3187 LINDEN AVE GULF BREEZE, FLORIDA, 32563

JURISDICTION SANTA ROSA COUNTY

ZONING DESIGNATION R1 & P2

ADJACENT ZONING R1

FEMA FLOOD ZONE

DESIGNATION (EFFECTIVE)

ZONE AE (EL 8), ZONE AE (EL 9) & Zone VE (EL12)

EXISTING USE Public County Boat Ramp and Parking

PROPOSED USE Public County Boat Ramp and Parking

PROPOSED BUILDING AREA 0 SF

NUMBER OF FLOORS 0

FLOOR AREA 0

IMPERVIOUS AREA 0.70 ACRES (30,495 SQFT)

IMPERVIOUS SURFACE RATIO 74% (INCLUDING GRAVEL)

PERVIOUS AREA 0.24 ACRES (10,625 SQFT)

STANDARD PARKING SPACES

PROVIDED ONSITE

ADA PARKING SPACES

PROVIDED ONSITE

PARKING SPACES PROVIDED

OFFSITE

TOTAL PARKING SPACES

PROVIDED

BIKE PARKING PROVIDED 2 EXISTING TO REMAIN

MH

C5.0

OHU OHU OHU OHU

SETBACKS MIN. REQUIRED PROPOSED

FRONT (NORTH) 10 10 FT

LANDSCAPE BUFFER PROPOSED

FRONT (NORTH) 10 FT

FRONT (NORTH) 10 FT

SIDE (EAST) 7 FT

SIDE (WEST) 20 FT

SCALE IN FEET

(11X17) 1"=40' (24X36) 1"=20'

DISTANCE MAP:

80400

SCALE IN FEET

(11X17) 1"= 80' (24X36) 1"= 40'

AutoCAD SHX Text W

AutoCAD SHX Text 3.3'

AutoCAD SHX Text 1.3'

AutoCAD SHX Text 3.2'

AutoCAD SHX Text 27.4'

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

MH

AutoCAD SHX Text

MH

AutoCAD SHX Text

MH

AutoCAD SHX Text

MH

AutoCAD SHX Text

NORTH

-2 S

-2

-2

-0

-0

G U

L F

B R

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Z E

F

L O

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ID

A

T A

X P

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C E

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-0

B

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ID

A

B A

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T R

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T (6

' R

IG

H

T -O

F -W

A Y

P

(7

' R

IG

H

T -O

F -W

A Y

F

HARRISON AVENUE (60' RIGHT-OF-WAY)

279.7'

279.7'

115.9'115.9'

.9

WOOD PIERWOOD PIER

WOOD PIER WOOD PIER

NO

PARKING

SIGN

BENCHMARK 2

TOP OF NAIL AND DISK

LS #5791 SET IN EDGE

OF PAVEMENT,

ELEVATION=

BENCHMARK 1

TOP OF NAIL AND DISK

LS #5791 SET IN TOP OF

PILING, ELEVATION=

GUY

ANCHOR

8' HIGH WOOD

FENCE (TYPICAL)

8' HIGH

WOOD

FENCE

(TYPICAL)

SOUTHEAST

CORNER OF BLOCK

N. 1.77' E. 0.00'

S. 0.27' E. 0.00'

N. 0.22' E. 0.00'

L O

T

L O

T

SOUTHEAST

CORNER OF LOT 1

SHORELINE AS

PER FIELD

SURVEY DATE

BIKE

RACK

ZONE AE (EL 9)

ZONE AE

(EL 8)

COASTAL HIGH HAZARD AREA

(CHHA)/ LIMITS OF FEMA VE ZONE

LIMITS OF SUBMERGED AQUATIC

VEGETATION "SAV" 06-28-2019

4+500+00

0+50 1+00 1+50 2+00 2+50 3+00

3+50

4+00

Mean High Water Line

0.90' EL (NAVD88)

0+00

0+50

0+80

0+00

0+50

0+80

14.3% 9.1%9.6%

Profile A-A'

Profile B-B'

Profile C-C'

3 FT OFFSET OF THE Mean High Water Line

0.90' EL (NAVD88)

59.95'

.7

.8

138.4'

UNDERGROUND

STORMWATER

RETENTION AREA

D-1 D-2

D-4

D-3

D-5

D-7

D-6

D-8

D-9

O R

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P A

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LEGEND:

OVER HEAD UTILITIES

RIGHT OF WAY

PROPERTY LINE

WOOD PRIVACY FENCE

MEAN HIGH WATER LINE (MHWL)

COASTAL HIGH HAZARD AREA (CHHA)/ LIMITS OF FEMA VE ZONE

POWER POLE

SIGN

SPOT ELEVATION (FT-NAVD88)

LIGHT POLE

WATER VALVE

PINE TREE

OAK TREE

MAGNOLIA TREE

ARBORVITAE TREE

SUBMERGED AQUATIC VEGETATION

OHU OHU OHU OHU

5.4x

Existing - To Remain

C6.0

Proposed

SCALE IN FEET

(11X17) 1"=40' (24X36) 1"=20'

CONCRETE PARKING AREA

CONCRETE BOAT RAMP

CONCRETE WALKWAY

GRAVEL PARKING AREA

GREEN SPACE

CONCRETE BULKHEAD WITH COMPOSITE SEAWALL

TYPE "D" CURB

DOCK

CATCH BASIN

MANHOLE

SIGN

PROPOSED GRADE

STORM PIPE

DRAINAGE ARROW

EXFILTRATION TRENCH

MH

5.70

DRAINAGE STRUCTURE TABLE

STRUCTURE DETAILS PIPES IN PIPES OUT

D-1

FDOT TYPE C RIM=5.40

SUMP=1.25

55 LF 15" RCP (S)

INV=2.75'

D-2

FDOT TYPE C RIM=5.40

SUMP=1.00

55 LF 15" RCP

(S) INV=2.50'

55 LF 15" RCP (S)

INV=2.50'

D-3

FDOT TYPE C RIM=5.40

SUMP= 0.60

55 LF 15" RCP

(N) INV=2.25, 59 LF 15' RCP

INV. 1.60 (S)

30 LF 15" RCP (E)

INV=1.60

D-4

FDOT TYPE C RIM=6.50

SUMP= 0.00

32 LF 15" RCP (W)

INV=2.35

CHAMBERS MANIFOLD

(E) INV=2.35 TO 4

CHAMBERS (INCLUDE

SKIMMER 443-002 ON EAST

OUTLET PIPE)

D-5

FDOT TYPE C RIM=5.50

SUMP=0.25

61 LF 15" RCP

(W) INV=2.05, 78 LF 15"

RCP (S) INV=1.80

59 LF 15" RCP

(N) INV=1.75'

D-6

FDOT TYPE C RIM=5.40

SUMP=0.30

78 LF 15" RCP

(S) INV=2.15'

61 LF 15" RCP

(E) INV=2.15

D-7

FDOT TYPE C RIM=4.50

SUMP= 0.30 (BUBBLE UP OUTLET,

OVERFLOW THROUGH GRATE)

78 LF 15" RCP

(N) INV=1.85'

D-8

MANHOLE, RIM=5.00 SUMP=

0.30

45 LF 15" RCP

(W) INV=2.30

78 LF 15" RCP

(N) INV=2.30'

D-9

FDOT TYPE C RIM=4.75

SUMP=0.40

45 LF 15" RCP

(E) INV=2.40

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

MH

AutoCAD SHX Text

MH

AutoCAD SHX Text

NORTH

W

MHWL 0.90 ft. (NAVD88)

EXISTING BOAT RAMP

NORTH SOUTH

E L E

V A

T

IO

N F

E E

T -N

A V

D

DISTANCE IN FEET

PROFILE B-B

-20

-10

2+00 3+00 4+00 5+00

MLWL -0.29 ft. (NAVD88)

WESTERN

PROFILE

EASTERN

PROFILE

PROPOSED VINYL

SHEET PILE

EXISTING GRADE

PROPOSED BOAT RAMPPROPOSED

CONCRETE

-4.19'

4.45'

14.3%

9.1% 9.6%

3.30'

2.16'

6"

PROPOSED CONCRETE CAP

E L E

V A

T

IO

N F

E E

T -N

A V

D

DISTANCE IN FEET

3+34

-20

-10

0102030405060708090100 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100

10'

EXISTING

DOCK

WEST EAST

CONCRETE

BOAT RAMP

MHWL 0.90 ft. (NAVD88) MLWL -0.36 ft. (NAVD88)

5'

EXISTING

DOCK

3.2'

3.2'

SEAWALL WITH

CONCRETE CAP

CONCRETE CAP

WITH SEAWALL

SEAWALL WITH

CONCRETE CAP

E L E

V A

T

IO

N F

E E

T -N

A V

D

DISTANCE IN FEET

3+61

-20

-10

0102030405060708090100 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100

CONCRETE

BOAT RAMP

MHWL 0.90 ft. (NAVD88) MLWL -0.36 ft. (NAVD88)

WEST EAST

5'

EXISTING

DOCK

10'

EXISTING

DOCK

0.14' 0.14'

E L E

V A

T

IO

N F

E E

T -N

A V

D

DISTANCE IN FEET

3+89

-20

-10

0102030405060708090100 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100

MHWL 0.90 ft. (NAVD88) MLWL -0.29 ft. (NAVD88)

CONCRETE

BOAT RAMP

WEST EAST

5'

EXISTING

DOCK

10'

EXISTING

DOCK

-4.19'

-4.19'

CONCRETE

CAP

SEAWALL

E L E

V A

T

IO

N F

E E

T -N

A V

D

DISTANCE IN FEET

PROFILE A-A

-20

-10

-0+50 0+00 1+00 1+50

NORTH SOUTH

PROPOSED

CONCRETE

PARKING

6.0'

MHWL 0.90 ft. (NAVD88) MLWL -0.29 ft. (NAVD88)

PROPOSED VINYL

SHEET PILE

PROPOSED CONCRETE CAP

GRAVEL

PARKING

PROPOSED FILL

E L E

V A

T

IO

N F

E E

T -N

A V

D

DISTANCE IN FEET

PROFILE C-C

-20

-10

-0+50 0+00 1+00 1+50

NORTH SOUTH

MHWL 0.90 ft. (NAVD88) MLWL -0.29 ft. (NAVD88)

GRAVEL

PARKING CONCRETE WALKWAY

CONCRETE PARKING

D CURB

PROPOSED VINYL

SHEET PILE

PROPOSED FILL

PROPOSED CONCRETE CAP

3.2' 3.3'5.0'5.0'

RAMP

SEAWALL

CONCRETE CAP

SEAWALL

7'

CONCRETE CAP

EXISTING

GRADE

1.5'

CONCRETE

CAP 3.9'

RAMP SEAWALL

5.0'

SEAWALL

10.6'

CONCRETE

CAP

CONCRETE

CAP

3.3'

EXISTING

GRADE

16"

CONCRETE

CAP

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C6.1

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-S E

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WESTERN ELEVATION CONCRETE CAP DETAIL EASTERN ELEVATION CONCRETE CAP DETAIL

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK

The permittee shall comply with the following conditions intended to protect manatees from direct project effects:

a. All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones, and the need to avoid collisions with and injury to manatees. The permittee shall advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing manatees which are protected under the Marine Mammal Protection Act, the Endangered Species Act, and the Florida Manatee Sanctuary Act.

b. All vessels associated with the construction project shall operate at "Idle Speed/No Wake” at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-foot clearance from the bottom. All vessels will follow routes of deep water whenever possible.

c. Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled, shall be properly secured, and shall be regularly monitored to avoid manatee entanglement or entrapment. Barriers must not impede manatee movement.

d. All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s). All in-water operations, including vessels, must be shutdown if a manatee(s) comes within 50 feet of the operation. Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation, or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation. Animals must not be herded away or harassed into leaving.

e. Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922. Collision and/or injury should also be reported to the U.S. Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida, and to FWC at ImperiledSpecies@myFWC.com

f. Temporary signs concerning manatees shall be posted prior to and during all in-water project activities. All signs are to be removed by the permittee upon completion of the project. Temporary signs that have already been approved for this use by the FWC must be used. One sign which reads Caution: Boaters must be posted. A second sign measuring at least 8 ½” by 11" explaining the requirements for “Idle Speed/No Wake” and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities. These signs can be viewed at MyFWC.com/manatee. Questions concerning these signs can be sent to the email address listed above.

mailto:ImperiledSpecies@myFWC.com�

CAUTION: MANATEE HABITAT

All project vessels

IDLE SPEED / NO WAKE

When a manatee is within 50 feet of work all in-water activities must

SHUT DOWN

Report any collision with or injury to a manatee:

Wildlife Alert:

1-888-404-FWCC (3922)

cell * FWC or #FWC