APPROVED_Permit.Army_Corps_of_Engineers_SAJ-2022-01766.pdf

November 8, 2023

South Atlantic Division Jacksonville District North Permits Branch Cocoa Section

SAJ-2022-01766 (NW-PJR)

Mr. Randy Coslow City of Edgewater P.O. Box 100 Edgewater, FL 32132 Emailed to: rcoslow@cityofedgewater.org

Dear Mr. Coslow:

The U.S. Army Corps of Engineers (Corps) has completed the review of your application for a Department of the Army permit received on October 2, 2023. Your application was assigned file number SAJ-2022-01766. A review of the information and drawings provided indicates that the proposed project would result in the discharge of fill material and replacement of an outfall structure to the following specifications:

a). Reshaping and associated stabilization of 850 LFT of the existing drainage canals between Umbrella Tree Drive and Travelers Palm Drive b). Reshaping and associated stabilization of 3,300 LFT of the existing drainage canals between Unity Tree Drive and Vista Palm Drive c). Repair and associated stabilization of existing control structure northwest of the E Indian River Drive and S Riverside Drive intersection

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 a canal connected to Indian River North, in Sections 2, 3, and 39, Township 18 South, Range 34 East, Edgewater, Volusia County, Florida.

Your project, as depicted on the enclosed drawings, is authorized by Nationwide

Permits (NWP) 7 (Outfall Structures and Associated Intake Structures) and (NWP) 41 (Reshaping Existing Drainage Ditches). This verification is 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 these activities before the date that the relevant NWP is modified or

DEPARTMENT OF THE ARMY

CORPS OF ENGINEERS, JACKSONVILLE DISTRICT

400 HIGH POINT DRIVE, SUITE 600

COCOA, FLORIDA 32926-6630

mailto:rcoslow@cityofedgewater.org

-2-revoked, you will have 12 months from the date of the modification or revocation of the NWP 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 webpage for links to view NWP information at:

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 NWP-7 and NWP-

41, including any project-specific conditions included in this letter and all conditions incorporated by reference as described above.

General Conditions:

1. The time limit for completing the work authorized 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 attached transfer form 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.

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

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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:

1. Reporting Address: All reports, documentation and correspondence required by the conditions of this permit shall be submitted to the following address. The Permittee shall reference this permit number, SAJ-2022-01766 (NW-PJR), on all submittals.

a. For standard mail: U.S. Army Corps of Engineers, Regulatory Division, Special Projects and Enforcement Branch, PO Box 4970, Jacksonville, Florida 32232.

b. For electronic mail: SAJ-RD-Enforcement@usace.army.mil (not to exceed 10

MB).

2. Commencement & Completion Notification: Within 10 days from the date of initiating the work authorized by this permit, the Permittee shall provide to the Corps a written notification of the date of commencement of work authorized by this permit.

3. Self-Certification of Compliance: 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 that 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. 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 proposed 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

-4-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 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.

5. 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.

6. 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.

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Johnson’s seagrass and its critical habitat were delisted from the Endangered Species

Act on May 16, 2022. Therefore, JAXBO PDCs required to minimize adverse effects to

Johnson’s seagrass and its critical habitat are no longer applicable to any project.

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

JAXBO may be subject to revision at any time. The most recent version of the JAXBO must be utilized during the design and construction of the permitted work.

7. 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 to 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 upon stabilization of the work area.

8. 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.

9. 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 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.

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

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10. Regulatory Agency Changes/Approvals: Should any other regulatory agency require changes to the work authorized or obligated by this permit, the Permittee is advised that 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 Cocoa Regulatory Office.

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 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.

https://regulatory.ops.usace.army.mil/customer-service-survey/

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Should you have any questions related to NWP verification or have issues accessing the documents referenced in this letter, please contact Paul Ruben at the Cocoa Permits Section at 400 High Point Drive, Suite 600 Cocoa, Florida 32926-6630, by telephone at 321-504-3771, or by email at paul.j.ruben@usace.army.mil.

Sincerely, For, John C. Palmer

Chief, Cocoa Section

Enclosures:

Commencement Notification Self-Certification of Compliance Permit Transfer Request Regulations for Approaching Right Whales Project Designs

CC: Amanda Koonjebeharry (Environmental Consulting & Technology, Inc.)

mailto:paul.j.ruben@usace.army.mil

COMMENCEMENT

NOTIFICATION

Within 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-2022-01766 (NW-PJR)

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:rd-enforcement@usace.army.mil

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DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

DA PERMIT NUMBER: SAJ-2022-01766 (NWP-PJR)

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 or submit via electronic mail to:

SAJ-RD-Enforcement@usace.army.mil (not to exceed 15 MB).

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

___________________________________ (STREET ADDRESS)

(NAME-PRINTED)

(MAILING ADDRESS)

(CITY, STATE, ZIP CODE)

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

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SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number: NW 7 and NW 41

Application Number: SAJ-2022-01766 (NW-PJR)

Permittee’s Name & Address (please print or type):___________________________

Telephone Number:__________________________________________________

Location of the Work:______________________________________________

Date Work Started:______________ Date Work Completed:______________

Description of the Work (e.g., bank stabilization, residential or commercial filling, docks, dredging, etc.):________________________

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

Describe Mitigation completed (if applicable):_____________________

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

Date

Summary Interpretations of the noise impact zones associated with the project shown in Table 80 are as follows:

• Potential injury for fish and sea turtles from single pile strikes (sSEL) is not measurable as the source levels do not exceed the threshold values for injury.

• Potential injury to fish from cumulative sound exposure (cSEL) each day is possible within

10 m from the pile. For the purpose of this example, fish includes sturgeon and smalltooth sawfish. Since threshold values for sea turtles are not currently known we assume the thresholds used for fish also apply to sea turtles. Therefore we assume the 10 m cumulative sound exposure injury zone also applies to sea turtles.

• Behavioral responses of sea turtles may occur up to 46 m (150 ft) from the project.

• Behavioral responses of fish may occur up to 215 m (705 ft) from the project.

Appendix C: North Atlantic Right Whale Information Form 16 Federal Regulations Governing the Approach to North Atlantic Right Whales

1. Federal regulations governing the approach to North Atlantic right whales can be found at 50 CFR 224.103(c). It is illegal to approach and remain within 500 yards of right whales; 500 yards is equal to the distance of 5 football fields.

Prohibitions on approaching right whales are as follows (Excerpts from 50 CFR 224.103(c), available at www.ecfr.gov): Unless otherwise lawfully allowed or unless doing so would create an imminent and serious threat to a person or vessel, it is unlawful to:

(i) Approach (including by interception) within 500 yards

(460 m) of a right whale by vessel

(ii) Fail to undertake required right whale avoidance measures. If underway, a vessel must steer a course away from the right whale and immediately leave the area at a slow safe speed.

2. Updates can be downloaded from:

a. http://www.nmfs.noaa.gov/pr/species/mammals/cetaceans/rightwhale_northatlantic.htm, or

b. www.ecfr.gov http://www.ecfr.gov/ http://www.nmfs.noaa.gov/pr/species/mammals/cetaceans/rightwhale_northatlantic.htm http://www.ecfr.gov/

Volusia County

CIVIL - SITE ENGINEERING - ECT, Inc.

Cover G01 - G02 General Notes G03 Control Sheet G04 Key Sheet V101 - V109 Survey - Unity-Vista Canal V110 - V112 Survey - Travelers-Umbrella Canal V113 Survey - Indian River Blvd Salinity Dam C101 Erosion and Sediment Control Plan C102 Erosion and Sediment Control Details C201 - C209 Civil Plans - Unity-Vista Canal C210 - C212 Civil Plans - Travelers-Umbrella Canal C213 Civil Plans - Indian River Blvd Salinity Dam C214 Pipe Data Table C215 Structure Data Table L101-L109 Planting Plans - Unity-Vista Canal L110-L112 Planting Plans - Travelers-Umbrella Canal C301 Cross Section with 3:1 Slope Issues C302 Typical Cross Section 1: Keystone Standard & Geoweb C303 Typical Cross Section 2: Ecology Block & Geoweb C304 Typical Cross Section 3: Keystone Standard & Articulating Block C305 Typical Cross Section 4: Ecology Block & Articulating Block C401 - C417 Cross Sections - Unity-Vista Canal C418 - C421 Cross Sections - Travelers-Umbrella Canal C422 Cross Sections - Indian River Blvd Salinity Dam

Prepared for:

City of Edgewater

For information regarding this project contact: Brent Morris, P.E., bmorris@ectinc.com

75% PLANS

MAY 8, 2023

Travelers-Umbrella and Unity-Vista Canal Armoring Project

DRAWING INDEX

Project Location Map

NOT TO SCALE

APPROXIMATE

PROJECT LOCATION

DIRECTIONS TO SITE

From I-95, take Exit 244 and head east on Indian River Blvd. for 2.5 miles. Turn left (north) onto Travelers Palm Drive. The first project area is along the canal between Indian River Blvd. and 18th Street. For the second project area, head 0.15 miles west along Indian River Blvd. from Travelers Palm Drive, and turn onto Willow Oak Drive. After 0.55 miles, turn west onto 22nd Drive and reach the second canal after 0.20 miles. The project area consists of the canal between 22nd Street and Vista Palm Drive.

Mr. Randy Coslow, P.E.

Deputy Director of Environmental Services P.O. Box 100 Edgewater, FL 32132 Phone: (386) 424 - 2400, ext. 4007 Email: RCoslow@CityofEdgewater.org

Mayor: Diezel DePew City Council Member District 1: Charlotte Gillis City Council Member District 2: Gigi Bennington City Council Member District 3: Debbie Dolbow City Council Member District 4: Jonah Powers

N

CALL BEFORE YOU DIG

Project Vicinity Map

NOT TO SCALE

APPROXIMATE PROJECT LOCATIONS

N

Environmental Consulting & Technology, Inc.

ECT PROJECT # 22-0335

PREPARED BY:

707 E. 3rd Avenue New Smyrna Beach, FL, 32169 Phone: (386) 427 - 0694 www.ectinc.com

Environmental Consulting & Technology, Inc.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY:

BRENT MORRIS, P.E. #68233

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED AND

THE SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

I-95

INDIAN RIVER BLVD

MOSQUITO LAGOON

AQUATIC RESERVE

FOR PERMIT ONLY

Canal Armoring

Restoration Projects

707 East Third Avenue New Smyrna Beach, Florida 32169

Phone: (386) 427-0694 www.ectinc.com

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CALL BEFORE YOU DIG

Brent A. Morris No. 68233

04-14-2023

Date

Environmental Consulting & Technology, Inc.

GENERAL NOTES

G01

GENERAL NOTES

1. TOPOGRAPHIC SURVEY PROVIDED BY NIETO-WHITTAKER SURVEYING, LLC IN SURVEYS

DATED 6/28/2022, 10/11/2022, AND 01/26/2023 , BASED ON THE FLORIDA STATE PLANE

COORDINATE SYSTEM, FL EAST ZONE, NAD-83.

2. THE BENCHMARK VERTICAL DATUM USED FOR THESE PLANS IS BASED ON NAVD 88.

3. THE CONTRACTOR SHALL FURNISH LABOR, EQUIPMENT, FUEL, AND MATERIALS TO PERFORM

ALL OPERATIONS NECESSARY TO COMPLETE THIS WORK IN ACCORDANCE WITH PROVISIONS

OF THIS CONTRACT. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH AND CONFORM

TO THE APPROVED CONSTRUCTION PLANS, THE PROJECT SPECIFICATIONS, THE FLORIDA

DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION (FDOT), 2023, THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD

PLANS FOR ROAD CONSTRUCTION - FY 2022-2023, AND SUPPLEMENTS THERETO. IN CASE OF

A DISCREPANCY OR CONFLICT, THE SPECIFICATION TO FOLLOW WILL BE THE MOST

STRINGENT AS DETERMINED BY THE ENGINEER OF RECORD.

4. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE A REVIEW OF THE SITE TO DETERMINE

EXISTING CONDITIONS AND ANYTHING NOT COVERED IN THE CONTRACT DOCUMENTS SHALL

BE BROUGHT TO THE OWNER'S REPRESENTATIVE AND SHALL NOT CONSTITUTE AN EXTRA,

UNLESS APPROVED IN WRITING.

5. THE CONTRACTOR SHALL REPLACE, INCLUDED BUT NOT LIMITED TO, ALL PAVING,

STABILIZED EARTH, DRIVEWAYS, SIDEWALKS, CURBS, LAWNS, SHRUBS, ETC., THAT ARE

DAMAGED AS A RESULT OF CONSTRUCTION, WITH THE SAME TYPE, SIZE AND QUALITY OF

MATERIALS AND WORKMANSHIP AS EXISTED PREVIOUSLY AT NO ADDITIONAL COST TO

OWNER.

6. THE CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH THE REGULATIONS AND

ORDINANCES OF THE CITY OF EDGEWATER AND OTHER VARIOUS GOVERNMENTAL AGENCIES

HAVING JURISDICTION OF THE WORK.

7. NO CHANGES TO THE WORK AS SHOWN ON THESE PLANS SHALL BE MADE WITHOUT PRIOR

WRITTEN APPROVAL BY THE ENGINEER OF RECORD.

8. CONTRACTOR SHALL CHECK ACTUAL SITE CONDITIONS PRIOR TO CONSTRUCTION. ANY NEED

FOR CLARIFICATION OF PROPOSED IMPROVEMENTS OR FOR RESOLUTION OF

DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER OF

RECORD.

9. A PRE-CONSTRUCTION CONFERENCE SHALL BE REQUIRED. THE CONTRACTOR, ENGINEER

OF RECORD, CITY PROJECT MANAGER, AND THE CITY INSPECTOR SHALL MEET PRIOR TO

COMMENCEMENT OF SITE CONSTRUCTION.

10. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAS BEEN DETERMINED

FROM THE BEST AVAILABLE INFORMATION AND IS NOT GUARANTEED TO BE ACCURATE OR

ALL INCLUSIVE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS

UTILITIES AND TO MAKE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE

UTILITIES WITH THE OWNER OF THE UTILITY. THE LOCATION OF THE UTILITIES SHOWN IN THE

PLANS ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED

APPROXIMATE ONLY. THE VERIFIED LOCATIONS/ELEVATIONS APPLY ONLY AT THE POINTS

SHOWN. INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED.

11. THE CONTRACTOR SHALL NOTIFY UTILITY OWNERS LISTED BELOW THROUGH SUNSHINE ONE

CALL OF FLORIDA, INC (1-800-432-4770) TWO BUSINESS DAYS IN ADVANCE OF BEGINNING

CONSTRUCTION ON THE JOB SITE.

12. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY,

WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY.THE CONTRACTOR

SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES

WITHIN THE LIMITS OF THE PROJECT.

13. CONTRACTOR SHALL HAND EXCAVATE WHEN CONSTRUCTION IS WITHIN 2 FEET OF EXISTING

UTILITIES.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING TEMPORARY TRAFFIC

CONTROL MEASURES IN ACCORDANCE WITH FDOT STANDARDS (INDEX 102, MAINTENANCE

OF TRAFFIC) FOR THE SAFE MAINTENANCE OF PEDESTRIAN AND VEHICULAR TRAFFIC AT ALL

TIMES DURING THE DURATION OF THE PROJECT.

15. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL RESIDENCES AND BUSINESS ENTRANCES

DURING CONSTRUCTION OPERATIONS.

16. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH AND

ENFORCE ALL APPLICABLE SAFETY REGULATIONS.

17. ALL EXCAVATIONS SHALL BE REQUIRED TO CONFORM TO THE PROVISION AS PART III OF

CHAPTER 553.60, F.S., AKA THE "TRENCH SAFETY ACT" TO PROTECT EXISTING PAVEMENT,

STRUCTURES, FOUNDATIONS, AND CONSTRUCTION PERSONNEL DURING CONSTRUCTION OF

THE PROJECT.

18. WORK BEING PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH

OTHER WORK BEING PERFORMED ON THE SITE BY OTHER CONTRACTORS AND/OR UTILITY

COMPANIES. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND

SCHEDULE THEIR ACTIVITIES, WHERE NECESSARY, WITH OTHER CONTRACTORS AND UTILITY

COMPANIES.

19. ALL PERSONAL PROPERTY WITHIN THE RIGHT-OF-WAY NOT RELOCATED BY THE PROPERTY

OWNER SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AS NECESSARY TO

CONSTRUCT THE PROJECT IN ACCORDANCE WITH THE PLANS.

20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, STRUCTURES,

AND PROPERTY ON AND ADJACENT TO THE PROJECT AS A RESULT OF OR CAUSED BY

CONSTRUCTION ACTIVITIES.

21. ALL WORK WITHIN THE CITY OF EDGEWATER RIGHT-OF-WAY (ROW), SHALL COMPLY WITH THE

FOLLOWING:

a. ANY CONSTRUCTION IN THE CITY PUBLIC ROW WILL REQUIRE PERMITS FROM THE PUBLIC

WORKS DEPARTMENT PRIOR TO BEGINNING WORK. A MOT PERMIT IS REQUIRED FOR

ANY ACTIVITY IN THE ROW THAT EITHER DIRECTLY OR INDIRECTLY AFFECTS VEHICULAR

OR PEDESTRIAN TRAFFIC.

b. THE METHOD AND MANNER OF PERFORMING THE WORK AND THE QUALITIES OF

MATERIAL FOR CONSTRUCTION WITHIN THE ROW SHALL CONFORM TO THE

REQUIREMENTS SPECIFIED BY THE CITY.

c. NO WORK SHALL BE DONE NOR MATERIALS USED IN THE ROW WITHOUT INSPECTION BY

THE PUBLIC WORKS DEPARTMENT (386-424-2476). THE CONTRACTOR/DEVELOPER SHALL

FURNISH SAID DEPARTMENT WITH EVERY REASONABLE FACILITY FOR ASCERTAINING

WHETHER THE WORK PERFORMED AND MATERIALS USED ARE IN ACCORDANCE WITH THE

REQUIREMENTS AND INTENT OF THE PLANS AND SPECIFICATIONS.

d. ALL REQUIRED BACKFILL WITHIN THE ROW SHALL BE DOCUMENTED WITHIN AN FDOT

TYPE DENSITY LOG BOOK, COMPILED AND MAINTAINED BY THE CONTRACTOR AND

AVAILABLE FOR REVIEW BY THE INSPECTOR UPON REQUEST. THIS LOG BOOK SHALL BE

SIGNED AND SEALED BY THE ENGINEER OF RECORD AND TURNED OVER TO THE PUBLIC

WORKS DEPARTMENT FOR REVIEW AND ACCEPTANCE AS PART OF THE CLOSEOUT

DOCUMENTS.

23. THE CONTRACTOR SHALL REMOVE ANY EXISTING IRRIGATION PIPES ENCOUNTERED DURING

CONSTRUCTION WITHIN THE RIGHT OF WAY. THE PIPES SHALL BE CUT AT THE RIGHT OF WAY

LINE AND CAPPED. CONTRACTOR SHALL NOTIFY PROPERTY OWNERS AND COORDINATE

PRIOR TO PERFORMING THIS WORK.

24. ALL GEOTECHNICAL INFORMATION IS AVAILABLE TO THE CONTRACTOR UPON REQUEST.

ADDITIONAL TEST BORINGS AND EXPLORATORY INVESTIGATIONS MAY BE MADE BY THE

CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

25. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEWATERING AS NEEDED THROUGHOUT ALL

CONSTRUCTION ACTIVITIES COVERED BY THE DESIGN DOCUMENTS. DEWATERING SHALL BE

PERFORMED IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS SECTION 120, AND

REQUIRES A PERMIT.

26. THE CONTRACTOR SHALL PREVENT THE DISCHARGE OF SEDIMENT INTO EXISTING OR NEW

STORMWATER FACILITIES DUE TO CONSTRUCTION OPERATIONS. APPROVED EROSION

CONTROL MEASURES SHALL BE INSTALLED TO PREVENT DISCHARGE OF SEDIMENT INTO

SURFACE WATERS, WATERBODIES, AND ADJACENT PROPERTIES. ALL NEW AND EXISTING

DRAIN PIPES SHALL BE FLUSHED CLEAN PRIOR TO FINAL PAYMENT.

27. THE CONTRACTOR SHALL COMPLY WITH TURBIDITY CONTROL REQUIREMENTS OF PERMITS

AS APPLICABLE TO PREVENT INCREASES IN TURBIDITY IN EXCESS OF WATER QUALITY

STANDARDS.

28. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A STAGING AREA TO STORE EQUIPMENT,

SUPPLIES, & MATERIALS, PROVIDE EMPLOYEE PARKING, ETC. FOR THE DURATION OF

CONSTRUCTION OR AS APPROVED BY THE CITY OF EDGEWATER. ANY PROPOSED STAGING

AREAS WITHIN CITY ROW OR ON CITY PROPERTY WILL REQUIRE APPROVAL FROM THE CITY.

THE CONTRACTOR SHALL DELINEATE THE LOCATION OF THE STAGING AREA ON THE RECORD

DRAWINGS MAPS. CONTRACTOR SHALL IDENTIFY SAFETY, SECURITY AND RESTORATION

MEASURES FOR ALL PROPOSED AREAS. COSTS ASSOCIATED WITH THE USE OF THESE

AREAS WILL BE INCLUDED UNDER MOBILIZATION.

29. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER BENCHMARKS ON-SITE.

EXISTING BENCH MARKS SCHEDULED FOR REMOVAL SHALL BE RELOCATED AT

CONTRACTORS EXPENSE AND RE-ESTABLISHED BY A FL LICENSED SURVEYOR.

30. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A

CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY

REFERENCED, THE CONTRACTOR SHOULD NOTIFY THEIR FL LISCENSED AND REGISTERED

SURVEYOR.

31. ALL WORK WITHIN OR ON CITY-OWNED OR MAINTAINED FACILITIES, ROW OR EASEMENT WILL

REQUIRE AS-BUILT PLANS. AS-BUILT PLANS SHALL SHOW THE CONSTRUCTED CONDITIONS

OF THE CITY-OWNED OR MAINTAINED AREA WITH SUFFICIENT DETAIL TO BE COMPARED TO

THE CONSTRUCTION PLANS FOR ACCURACY OF THE CONSTRUCTED FACILITIES, TO INCLUDE

RECLAIMED WATER SYSTEM AND ASSOCIATED STRUCTURES, AS WELL AS SITE HORIZONTAL

CONTROL AND BENCHMARKS AND BE PERFORMED BY A FLORIDA LICENSED PROFESSIONAL

SURVEYOR AND MAPPER.

32. THE CONTRACTOR SHALL PROVIDE THE CITY WITH AS-BUILT PLANS OR RECORD DRAWINGS

OF THE CANAL IMPROVEMENTS AND ASSOCIATED STRUCTURES, MEETING THE MINIMUM

TECHNICAL STANDARDS PERFORMED AND PREPARED BY A FLORIDA LICENSED

PROFESSIONAL LAND SURVEYOR AND MAPPER PURSUANT TO CHAPTER 5-J17.052, FLORIDA

ADMINISTRATIVE CODE.

33. AS-BUILT PLANS SHALL BE CONSISTENT WITH THE REQUIREMENTS OF CHAPTER 5J-17.051

AND 5J-17.052 OF THE FLORIDA ADMINISTRATIVE CODE AND BE SUBMITTED TO THE PUBLIC

WORKS DEPARTMENT AS SIGNED AND SEALED PLANS AND AN ELECTRONIC DRAWING FILE IN

.DWG FORMAT. GUIDANCE ON PREPARATION OF AS-BUILT PLANS CAN BE FOUND IN

CHAPTER 5.12, FINAL AS-BUILT PLANS PROCESS OF THE FDOT CONSTRUCTION PROJECT

ADMINISTRATION MANUAL. AS-BUILT PLANS FOR DRIVEWAY PERMITS MAY BE REQUIRED ON

A CASE BY CASE BASIS.

34. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING RECORD DRAWINGS FOR CHANGES

MADE DURING CONSTRUCTION. THE CONTRACTOR SHALL FILE AS-BUILT PLANS OR RECORD

DRAWINGS WITH THE ENGINEER OF RECORD AND PUBLIC WORKS DEPARTMENT UPON

COMPLETION OF ANY IMPROVEMENTS FOR WHICH CHANGES HAVE BEEN APPROVED DURING

THE CONSTRUCTION PROCESS. THE REQUIREMENT FOR AN AS-BUILT PLAN OR RECORD

DRAWING WILL BE DETERMINED ON A CASE BY CASE BASIS, DEPENDING ON THE SCOPE OF

THE CHANGES.

35. THE AS-BUILT SURVEY SHALL BE SUBMITTED ON PAPER COPY AND PROVIDED DIGITALLY ON

USB TO THE ENGINEER OF RECORD AND CITY SAVED IN AN AUTODESK TRUSTED DWG

FORMAT COMPATIBLE WITH AUTODESK CIVIL 3D 2023 (INCLUDING PREVIOUS VERSIONS).

ADOBE PDF VERSIONS OF EACH DRAWING SHEET SHALL ALSO BE SUBMITTED DIGITALLY. THE

COORDINATE SYSTEM FOR ALL RECORD DRAWINGS SHALL BE FLORIDA STATE PLANE

COORDINATES, NAD-83 ZONE EAST US SURVEY FEET. VERTICAL COORDINATES SHALL BE

REFERENCED TO THE NAVD 88 DATUM WITH ELEVATIONS GIVEN IN US SURVEY FEET. THE

COSTS FOR THE AS-BUILT SURVEY SHALL BE INCLUDED UNDER MOBILIZATION.

36. CONSTRUCTION RELATED VIBRATIONS SHOULD BE LIMITED TO PREVENT SLOPE FAILURE

AND POTENTIAL TO DAMAGE THE EXISTING STRUCTURES. BACKFILLED MATERIALS SHOULD

BE WORKED TO A FIRM CONDITION AND PROBED FOR EACH LIFT IN LIEU OF FIELD

COMPACTION TESTING. THIS COULD LIKELY BE ACCOMPLISHED WITH A WALK BEHIND

MECHANICAL TYPE OR MANUAL PLATE COMPACTOR, TAKING CARE NOT TO CAUSE

ADDITIONAL SLOPE FAILURE "UPHILL". USE OF WALK-BEHIND SLED TYPE COMPACTION

EQUIPMENT CAN TYPICALLY BE USED IN CLOSE PROXIMITY TO EXISTING STRUCTURE. WE

RECOMMEND EXISTING STRUCTURES BE MONITORED FOR UNWANTED MOVEMENT DURING

CONSTRUCTION.

Restoration Projects

707 East Third Avenue New Smyrna Beach, Florida 32169

Phone: (386) 427-0694 www.ectinc.com

20-0335

MA / KG

MA / KG

KG

RJ

ECT PROJECT No.:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

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Environmental Consulting & Technology, Inc.

CALL BEFORE YOU DIG

Brent A. Morris No. 68233

04-14-2023

Date

Environmental Consulting & Technology, Inc.

GENERAL NOTES

G02

DEMOLITION

1. ENVIRONMENTAL CONTROLS SHALL BE USED AT LOCATIONS DESIGNATED IN THE PLANS,

AND/OR DESIGNATED BY THE BUILDING AND PERMITTING DEVELOPMENT SERVICE.

2. ALL EROSION CONTROL MEASURES SHALL BE REMOVED AT THE COMPLETION OF THE

PROJECT.

3. ALL TREES WITHIN THE PROJECT AREA IN CONFLICT WILL BE REMOVED.

4. EXISTING PAVEMENT AND SIDEWALK EDGES THAT BORDER NEW CONSTRUCTION OR

DEMOLITION ARE TO BE SAW-CUT TO PROVIDE A SMOOTH TRANSITION (FDOT INDEX

350-001).

PAVING, GRADING AND DRAINAGE GENERAL NOTES

1. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY

FOR CONSTRUCTION. DISTURBED AREAS SHALL BE SODDED, SEEDED, MULCHED, OR

PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL AS DIRECTED BY THESE PLANS

IMMEDIATELY FOLLOWING CONSTRUCTION.

2. ALL DELETERIOUS MATERIAL (I.E. MUCK, PEAT, BURIED DEBRIS) IS TO BE EXCAVATED IN

ACCORDANCE WITH FDOT SPECIFICATION 120-4. DELETERIOUS MATERIAL IS TO BE

REMOVED FROM THE SITE. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED

MATERIALS AND COMPACTED IN ACCORDANCE WITH FDOT SPECIFICATION 120-9.

3. CONTAMINATED MATERIALS INCLUDING SOIL AND GROUNDWATER MAY BE ENCOUNTERED

WITHIN THE LIMITS OF THE PROJECT. ALL CONSTRUCTION OPERATIONS WHICH ENCOUNTER

ABNORMAL CONDITIONS INDICATING THE POSSIBLE PRESENCE OF CONTAMINATED

MATERIALS, SHALL BE ADDRESSED IN ACCORDANCE WITH FDOT SPECIFICATION 120-1.2.

4. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING TEMPORARY DRAINAGE AND

MAINTENANCE OF ALL EXISTING RUNOFF DISCHARGES DURING CONSTRUCTION TO AVOID

THE TRANSPORT OF SEDIMENT AND ERODIBLE SOILS UNTIL THE WORK HAS BEEN

ACCEPTED BY THE CITY OF EDGEWATER.

5. EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN CONSTRUCTION LIMITS SHALL

REMAIN UNLESS OTHERWISE NOTED.

6. CONTRACTOR SHALL SUBMIT FOR REVIEW TO THE ENGINEER OF RECORD SHOP DRAWINGS

ON ALL PRECAST AND MANUFACTURED ITEMS TO BE USED ON THE SITE. FAILURE TO

OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT

AT CONTRACTOR'S EXPENSE. APPROVAL OF A SHOP DRAWING DOES NOT RELIEVE THE

CONTRACTOR'S RESPONSIBILITY FOR THE PERFORMANCE OF THE ITEM.

7. THE COST OF ALL TESTING OF COMPACTION AND OTHER REQUIRED TESTS SHALL BE PAID

BY THE CONTRACTOR AND TESTING INFORMATION AND DENSITY LOG BOOKS MADE

AVAILABLE TO THE CITY INSPECTOR DURING SITE INSPECTIONS.

8. GENERAL CONTRACTOR TO CONTACT CITY INSPECTOR 48 HOURS IN ADVANCE PRIOR TO

BACKFILLING TRENCHES FOR FIELD INSPECTION AND PRIOR TO LAYING ASPHALT FOR FIELD

INSPECTION.

9. ALL WELLS, CLEANOUTS, MANHOLE TOPS, PULL BOX COVERS AND OTHER UTILITY

APPURTENANCES IN THE AREA OF CONSTRUCTION SHALL BE PROTECTED AND TOPS

ADJUSTED TO MATCH PROPOSED GRADES. CONTRACTOR SHALL SAW CUT, TACK AND

MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS ANDY EXISTING

PAVEMENT.

10. CONTRACTOR SHALL RESTORE ANY GRADES INSIDE OR OUTSIDE THE LIMITS OF

CONSTRUCTION DISTURBED DURING CONSTRUCTION.

11. SOD SHALL BE PLACED AROUND ALL STRUCTURES AS DIRECTED BY FDOT INDEX 281.

UTILITY GENERAL NOTES

1. THE CONTRACTOR SHALL NOTIFY UTILITY OWNERS LISTED BELOW THROUGH SUNSHINE

ONE CALL OF FLORIDA, INC (1-800-432-4770) TWO BUSINESS DAYS IN ADVANCE OF

BEGINNING CONSTRUCTION ON THE JOB SITE AS REQUIRED BY CHAPTER 556 OF THE

FLORIDA STATUTES.

COMPANY NAME TELEPHONE

CITY OF EDGEWATER (SEWER, WATER) ROBERT COPELAND, (386) 424-2400 x4081 CENTURYLINK (FIBER) NETWORK RELATIONS, (877) 366-8344 x2

CHARTER COMMUNICATIONS (CATV) JERROLD KAISER, (321) 338-1928

CROWN CASTLE NG (FIBER) FIBERDIG TEAM, (888) 632-0931 x2

FLORIDA POWER & LIGHT (ELECTRIC) JOEL BRAY, (386) 586-6403

FLORIDA PUBLIC UTILITIES CO. (GAS) COLIN DUNN, (386) 785-4554

RESURGENCE INFRASTRUCTURE (FIBER) SCOTT DRAKE, (833) 499-5900

UNITI FIBER LLC (FIBER) BOB MENSCHING, (904) 718-8152

AT&T DISTRIBUTION (TELEPHONE) DINO FARRUGGIO, (561) 683-2729

2. LOCATE AND PROTECT GAS DURING ALL PHASES OF CONSTRUCTION.

3. EXISTING UTILITIES ARE TO REMAIN IN PLACE AND BE PROTECTED UNLESS NOTED

OTHERWISE.

4. OVERHEAD POWER LINES ARE LOCATED WITHIN THE WORK AREA AND POSE AN

ELECTROCUTION RISK. OVERHEAD POWER LINE HAZARD WARNING SIGNS SHALL BE

POSTED BY THE CONTRACTOR AND REMAIN IN PLACE AT ALL TIMES DURING

CONSTRUCTION OPERATIONS. ALL FPL ELECTRIC STRUCTURES AND ALL GUY WIRES AND

ANCHORS WITHIN THE WORK AREA SHALL BE FLAGGED AND PROTECTED AT ALL TIMES

DURING DEMOLITION AND CONSTRUCTION OPERATIONS.

5. OSHA REQUIRES THAT EQUIPMENT BE KEPT AT LEAST 10 FEET AWAY FROM POWER LINES

FROM --50 KV. FOR 138KV LINES, OSHA MINIMUM APPROACH DISTANCE (OSHA 1926.1408

TABLE A) IS 15 FEET. CRANES AND DERRICKS ARE REQUIRED TO TAKE ADDITIONAL STEPS

BEFORE BEGINNING SEE OSHA STANDARDS 29 CFR 1926.1400 EFFECTIVE NOV. 8, 2010. IF IN

DOUBT AND A LINE OUTAGE IS REQUIRED DURING CONSTRUCTION, PLEASE FORWARD

REQUESTS IN WRITING WITH AT LEAST 30 DAYS NOTICE.

TRAFFIC CONTROL NOTES

1. ALL NEW TRAFFIC CONTROL DEVICES (SIGNS AND PAVEMENT MARKINGS) SHALL CONFORM

TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) , FDOT STANDARDS,

AND CITY STANDARDS (FDOT INDEX 700).

2. A MAINTENANCE OF TRAFFIC PLAN SHALL BE PROVIDED TO THE CITY OF EDGEWATER TWO

(2) WEEKS PRIOR TO MOBILIZATION FOR REVIEW AND APPROVAL. THE MAINTENANCE OF

TRAFFIC PLAN SHALL INCLUDE A SCHEDULE FOR ANY FULL OR PARTIAL RESIDENTIAL LANE

CLOSURES.

LANDSCAPING NOTES

1. THE CONTRACTOR SHALL SOD ALL DISTURBED AREAS THAT ARE TO BE VEGETATED AS PER

FDOT 2023 STANDARD SPECIFICATION SECTION 570 PERFORMANCE TURF. PRIOR TO

PLACEMENT OF SOD, THE CONTRACTOR SHALL AMEND THE TOP 4 INCHES OF SOIL WITH

COMPOST. THE CONTRACTOR SHALL WATER THE SODDED AREA UNTIL THE VEGETATION IS

ESTABLISHED.

2. ALL SLOPES STEEPER THAN 3:1 ARE REQUIRED TO BE PINNED.

3. SOD TO BE INSTALLED PER FDOT SPECIFICATION SECTION 570.

VISTA PALM DR

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City of Edgewater

Canal Armoring

Restoration Projects

707 East Third Avenue New Smyrna Beach, Florida 32169

Phone: (386) 427-0694 www.ectinc.com

20-0335

MA / KG

MA / KG

KG

RJ

ECT PROJECT No.:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

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Environmental Consulting & Technology, Inc.

CALL BEFORE YOU DIG

Brent A. Morris No. 68233

04-14-2023

Date

Environmental Consulting & Technology, Inc.

CONTROL SHEET

G03

N

UNITY-VISTA CANAL TRAVELERS-UMBRELLA CANAL

INDIAN RIVER BLVD

SALINITY DAM

BEGIN UNITY VISTA CANAL

STATION = 100+00.00

NORTHING = 1677523.5732

EASTING = 684457.1353

END UNITY-VISTA CANAL

STATION = 133+93.48

NORTHING = 1680479.3456

EASTING = 683137.5692

BEGIN UNITY-VISTA LATERAL CANAL

STATION = 300+00.00

UNITY VISTA CANAL

STATION = 104+00.52

NORTHING = 1677689.2257

EASTING = 684220.6383

END UNITY-VISTA LATERAL CANAL

STA 301+39.68

NORTHING = 1677638.6874

EASTING = 684090.4187

BEGIN TRAVELERS-UMBRELLA CANAL

STATION = 500+00.00

NORTHING = 1683861.4137

EASTING = 683757.1897

END TRAVELERS-UMBRELLA CANAL

STATION = 509+18.02

NORTHING = 1684622.8744

EASTING = 683639.6368

BEGIN INDIAN RIVER BLVD CANAL STATION = 600+00.00

NORTHING = 1686512.7962

EASTING = 690172.8197

END INDIAN RIVER BLVD CANAL

STATION = 600+97.94

NORTHING = 1686521.7643

EASTING = 690270.3437

FOR PERMIT ONLY

SCALE: 1" = ' @

50 100 200

22 X 34100

N

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22 X 3440

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TWENTY SECOND ST

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City of Edgewater

Canal Armoring

Restoration Projects

707 East Third Avenue New Smyrna Beach, Florida 32169

Phone: (386) 427-0694 www.ectinc.com

20-0335

MA / KG

MA / KG

KG

RJ

ECT PROJECT No.:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

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Environmental Consulting & Technology, Inc.

CALL BEFORE YOU DIG

Brent A. Morris No. 68233

04-14-2023

Date

Environmental Consulting & Technology, Inc.

KEY SHEET

G04

C101

C201

C202

C202

C203

C203

C204

C204

C205

C205

C206

C206

C207

C208 C207

C209

C210

C210

C211 C212C211

C213

UNITY-VISTA CANAL TRAVELERS-UMBRELLA CANAL

INDIAN RIVER BLVD

SALINITY DAM

FOR PERMIT ONLY

N

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22 X 34100

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MATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINE

SEE SHEET V101, TOP

SEE SHEET V101, BOTTOM

VI

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ES-101

EXISTING CONCRETE HEADWALL

EP-101

EXISTING 12" ABS PIPE

EP-102

EXISTING 36" RCP PIPE

EP-103

EXISTING 36" RCP PIPE

EP-104

EXISTING 24" RCP PIPE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

SEE SHEET V101, TOP

SEE SHEET V101, BOTTOM

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

SEE SHEET V101, BOTTOM

SEE SHEET V102, TOP

MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE

SEE SHEET V101, BOTTOM

SEE SHEET V109

LEGEND

SURVEY

CANAL BOTTOM

UTILITY- WATER

UTILITY- ATT

OVERHEAD LINE

PARCEL LINE

TOP OF BANK

City of Edgewater

Canal Armoring

Restoration Projects

707 East Third Avenue New Smyrna Beach, Florida 32169

Phone: (386) 427-0694 www.ectinc.com

20-0335

MA / KG

MA / KG

KG

RJ

ECT PROJECT No.:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

P :\P

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Environmental Consulting & Technology, Inc.

CALL BEFORE YOU DIG

Brent A. Morris No. 68233

04-14-2023

Date

Environmental Consulting & Technology, Inc.

SURVEY-

UNITY-VISTA

CANAL

V101

SCALE: 1" = ' @

5 10 20

22 X 3410

N

N

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

SEE SHEET V102, TOP

SEE SHEET V102, BOTTOM

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

SEE SHEET V103, TOP

SEE SHEET V102, BOTTOM

TW

ENTY SIXTH ST

EP-109

EXISTING 12" ABS PIPE

EP-110

EXISTING 12" ABS PIPE

EP-112

EXISTING 36" RCP PIPE

EP-111

EXISTING 36" RCP PIPE

EP-114

EXISTING 12" ABS PIPE

EP-113

EXISTING 12" ABS PIPE

LEGEND

SURVEY

CANAL BOTTOM

UTILITY- WATER

UTILITY- ATT

OVERHEAD LINE

PARCEL LINE

TOP OF BANK

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

SEE SHEET V101, BOTTOM

SEE SHEET V102, TOP

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

SEE SHEET V102, TOP

SEE SHEET V102, BOTTOM

MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE

SEE SHEET V102, TOP

SEE SHEET V109

City of Edgewater

Canal Armoring

Restoration Projects

707 East Third Avenue New Smyrna Beach, Florida 32169

Phone: (386) 427-0694 www.ectinc.com

20-0335

MA / KG

MA / KG

KG

RJ

ECT PROJECT No.:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

P :\P

R O

JE

C

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FI

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\W R

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Environmental Consulting & Technology, Inc.

CALL BEFORE YOU DIG

Brent A. Morris No. 68233

04-14-2023

Date

Environmental Consulting & Technology, Inc.

SURVEY-

UNITY-VISTA

CANAL

V102

SCALE: 1" = ' @

5 10 20

22 X 3410

N

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

SEE SHEET V103, TOP

SEE SHEET V103, BOTTOM

SEE SHEET V104, TOP

SEE SHEET V103, BOTTOM

LEGEND

SURVEY

CANAL BOTTOM

UTILITY- WATER

UTILITY- ATT

OVERHEAD LINE

PARCEL LINE

TOP OF BANK

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

SEE SHEET V103, TOP

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

SEE SHEET V102, BOTTOM

SEE SHEET V103, TOP

SEE SHEET V103, BOTTOM

City of Edgewater

Canal Armoring

Restoration Projects

707 East Third Avenue New Smyrna Beach, Florida 32169

Phone: (386) 427-0694 www.ectinc.com

20-0335

MA / KG

MA / KG

KG

RJ

ECT PROJECT No.:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

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Environmental Consulting & Technology, Inc.

CALL BEFORE YOU DIG

Brent A. Morris No. 68233

04-14-2023

Date

Environmental Consulting & Technology, Inc.

SURVEY-

UNITY-VISTA

CANAL

V103

SCALE: 1" = ' @

5 10 20

22 X 3410

N

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

SEE SHEET V104, BOTTOM

SEE SHEET V104,TOP

SEE SHEET V105, TOP

SEE SHEET V104, BOTTOM

LEGEND

SURVEY

CANAL BOTTOM

UTILITY- WATER

UTILITY- ATT

OVERHEAD LINE

PARCEL LINE

TOP OF BANK

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

SEE SHEET V104, TOP

SEE SHEET V103, BOTTOM

SEE SHEET V104, BOTTOM

SEE SHEET V104,TOP

EP-115

EXISTING 24" RCP PIPE

EP-116

EXISTING 24" RCP PIPE City of Edgewater

Canal Armoring

Restoration Projects

707 East Third Avenue New Smyrna Beach, Florida 32169

Phone: (386) 427-0694 www.ectinc.com

20-0335

MA / KG

MA / KG

KG

RJ

ECT PROJECT No.:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

P :\P

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Environmental Consulting & Technology, Inc.

CALL BEFORE YOU DIG

Brent A. Morris No. 68233

04-14-2023

Date

Environmental Consulting & Technology, Inc.

SURVEY-

UNITY-VISTA

CANAL

V104

SCALE: 1" = ' @

5 10 20

22 X 3410

N

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

SEE SHEET V105, BOTTOM

SEE SHEET V105, TOP

SEE SHEET V106, TOP

SEE SHEET V105, BOTTOM

EP-118

EXISTING 24" RCP PIPE

EP-117

EXISTING 24" RCP PIPE

LEGEND

SURVEY

CANAL BOTTOM

UTILITY- WATER

UTILITY- ATT

OVERHEAD LINE

PARCEL LINE

TOP OF BANK

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

SEE SHEET V105, TOP

SEE SHEET V104, BOTTOM

SEE SHEET V105, BOTTOM

SEE SHEET V105, TOP

City of Edgewater

Canal Armoring

Restoration Projects

707 East Third Avenue New Smyrna Beach, Florida 32169

Phone: (386) 427-0694 www.ectinc.com

20-0335

MA / KG

MA / KG

KG

RJ

ECT PROJECT No.:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

P :\P

R O

JE

C

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FI

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S

\W R

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Environmental Consulting & Technology, Inc.

CALL BEFORE YOU DIG

Brent A. Morris No. 68233

04-14-2023

Date

Environmental Consulting & Technology, Inc.

SURVEY-

UNITY-VISTA

CANAL

V105

SCALE: 1" = ' @

5 10 20

22 X 3410

N

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

SEE SHEET V106, BOTTOM

SEE SHEET V106, TOP

SEE SHEET V107, TOP

SEE SHEET V106, BOTTOM

LEGEND

SURVEY

CANAL BOTTOM

UTILITY- WATER

UTILITY- ATT

OVERHEAD LINE

PARCEL LINE

TOP OF BANK

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

MATCH LINE

SEE SHEET V106, TOP

SEE SHEET V105, BOTTOM

SEE SHEET V106, BOTTOM

SEE SHEET V106, TOP

City of Edgewater

Canal Armoring

Restoration Projects

707 East Third Avenue New…