Attachment_B_-_Drawings.pdf

MORGAN & EKLUND, INC.

1612 NW 2ND AVENUE SUITE 3

BOCA RATON, FL 33432

(954) 421-6882

LICENSE #: LB4298

EAU GALLIE AREA A1 MUCK REMOVAL PROJECT

BID DRAWINGS

BREVARD COUNTY, FL

OCTOBER 2024

SURVEYOR

SHEET NUMBERS SHEET TITLE

C-000 COVER SHEET

G-100 TO G-102 GENERAL NOTES

G-103 PROJECT OVERVIEW - LAYOUT

G-104 PROJECT OVERVIEW - KEY MAP

C-100 DREDGE TEMPLATE WITH EXISTING CONDITIONS

C-101 TO C-102 DREDGE TEMPLATE PAY SECTIONS

C-103 CROSS SECTIONS - TYPICAL AND SLOUGHING

C-104 TO C-108 CROSS SECTIONS - DREDGE DESIGN

C-109 DMMA BV-52 EXISTING CONDITIONS

C-110 CROSS SECTIONS - DMMA

C-111 RETURN DISCHARGE - DMMA

C-112 TO C-113 PIPELINE CORRIDOR

C-114 PIPELINE CROSSING AT 5TH AVE. BRIDGE

C-115 STORMWATER PERMIETER DITCH RESTORATION

C-116 ENVIRONMENTAL AND EROSION CONTROL PLAN

BREVARD COUNTY

2725 JUDGE FRAN JAMIESON WAY

SUITE A

MELBOURNE, FL 32940

(321) 633-2016

ENGINEER OF RECORD: JUSTIN A. BARTUSEK P.E.

PROFESSIONAL ENGINEERING NO.: FL 88808 P.E.

NOTICE

THE INFORMATION IN THIS DOCUMENT WAS PREPARED BY ATKINSRÉALIS. WHILE ATKINSRÉALIS HAS

TAKEN ALL REASONABLE STEPS TO ASSURE THE ACCURACY OF THE INFORMATION CONTAINED IN

THIS DOCUMENT, IT CANNOT GUARANTEE THAT CHANGES OR ALTERATIONS TO THIS DOCUMENT

WILL NOT BE MADE BY PERSONS OTHER THAN ATKINSRÉALIS PERSONNEL AFTER THE DOCUMENT

LEAVES THE POSSESSION OF ATKINSRÉALIS. CHANGES OR ALTERATIONS MAY BE SAFETY RELATED

AND RESULT IN DAMAGE TO PROPERTY, PERSONAL INJURY OR DEATH. IF VERIFICATION OF THE

INFORMATION CONTAINED IN THIS DOCUMENT IS NEEDED, CONTACT SHOULD BE MADE DIRECTLY

WITH ATKINSRÉALIS.

THIS DOCUMENT MUST BE COMPARED TO THE ORIGINAL HARD COPY IN ORDER TO INSURE THE

ACCURACY OF THE INFORMATION CONTAINED THEREIN AND TO FURTHER INSURE THAT NO CHANGES, ALTERATIONS OR MODIFICATIONS HAVE BEEN MADE TO THE DOCUMENT. NO RELIANCE SHOULD EVER

BE MADE ON A DOCUMENT TRANSMITTED OR REVIEWED BY COMPUTER OR OTHER ELECTRONIC

MEANS UNLESS IT IS FIRST COMPARED TO THE ORIGINAL. ATKINSRÉALIS MAKES NO WARRANTIES, EXPRESSED OR IMPLIED, CONCERNING THE ACCURACY OF THE INFORMATION CONTAINED IN ANY

DOCUMENT TRANSMITTED OR REVIEWED BY COMPUTER OR OTHER ELECTRONIC MEANS.

PROJECT NUMBER: 100087645

NOT VALID FOR CONSTRUCTION

UNLESS SIGNED IN THIS BLOCK

2671 W. EAU GALLIE BLVD SUITE 104,

MELBOURNE, FL 32935

TEL: (321) 775-6642

ATKINSRÉALIS

MARIE YARBROUGH, PE

LICENSE #: FL 70748

JUSTIN BARTUSEK, PE

LICENSE #: FL 88808

ENGINEER

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ENGINEER OF RECORD: S. MARIE YARBROUGH P.E.

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RESOURCES

2725 JUDGE FRAN JAMIESON WAY

VIERA, FL 32940

2671 W. EAU GALLIE BLVD., SUITE 104

MELBOURNE, FL 32935

TEL. (321) 242-4942 | www.AtkinsRealis.com

ENGINEER OF RECORD:

GENERAL NOTES:

1. THE PURPOSE OF THIS PROJECT IS TO DREDGE A BASE BID OF APPROXIMATELY 182,972

CUBIC YARDS OF MUCK FROM THE EAU GALLIE AREA 1A DREDGE TEMPLATE. ALL

QUANTITIES ARE APPROXIMATE, AND THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING

ESTIMATED QUANTITIES.

2. AN ALTERNATE BID ITEM #1 FOR THE CONTRACTOR TO DREDGE AN ADDITIONAL 42,007 CY

OF DREDGE MATERIAL FROM PAY SECTION Z TO A DESIGN ELEVATION OF -16.5 FEET

NAVD88 OR MUCK BOTTOM WHICH EVER COMES FIRST WITHIN THE DREDGE AREA

DEPICTED IN THE DRAWINGS. NOTE THAT THIS MATERIAL IS ADDITIONAL TO THE BASE BID

QUANTITY.

3. AN ALTERNATE BID ITEM #2 FOR THE CONTRACTOR TO DREDGE AN ADDITIONAL 34,940 CY

OF DREDGE MATERIAL FROM PAY SECTION Z TO A DESIGN ELEVATION OF -18 FEET NAVD88

OR MUCK BOTTOM WHICH EVER COMES FIRST WITHIN THE DREDGE AREA DEPICTED IN THE

DRAWINGS. NOTE THAT THIS MATERIAL IS ADDITIONAL TO THE BASE BID QUANTITY AND

ALTERNATE BID ITEM #1.

4. AN ALTERNATE BID ITEM #3 FOR THE CONTRACTOR TO DREDGE AN ADDITIONAL 31,835 CY

OF DREDGE MATERIAL FROM PAY SECTION Z TO A DESIGN ELEVATION OF -21 FEET NAVD88

OR MUCK BOTTOM WHICH EVER COMES FIRST WITHIN THE DREDGE AREA DEPICTED IN THE

DRAWINGS. NOTE THAT THIS MATERIAL IS ADDITIONAL TO THE BASE BID QUANTITY AND

ALTERNATE BID ITEM #1 AND ALTERNATE BID ITEM #2.

5. ALL VOLUME QUANTITIES PROVIDED INCLUDE DREDGE TOLERANCE.

6. DREDGING ACTIVITY WILL BE CONDUCTED IN DESIGNATED AREAS ONLY AND IN

ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NO DREDGING IS PERMITTED

OUTSIDE OF THE LINES AND GRADES DEPICTED IN THE PLANS.

7. CONTRACTOR WILL STRICTLY COMPLY WITH ALL MANATEE, SEA TURTLE, AND SMALLTOOTH

SAWFISH REGULATIONS AND PERMIT CONDITIONS.

8. CONTRACTOR SHALL MAINTAIN EROSION CONTROL AND TURBIDITY CONTROL MEASURES

THROUGHOUT THE PROJECT.

9. BATHYMETRIC DATA (SURVEYS AND MUCK PROBES, MARCH 2017), FOR THE DREDGE AREA

HAVE BEEN PROVIDED BY AMEC INC. SURVEY INFORMATION DEPICTED WITHIN THIS PLAN

SET REPRESENT THE EXISTING CONDITIONS AT THE TIME OF THE SURVEY WITH A VERTICAL

ACCURACY OF +/- 0.3'.

10. BATHYMETRIC DATA (OCTOBER 2020) OF PIPELINE CROSSING HAVE BEEN PROVIDED BY

MORGAN & EKLUND INC.

11. GRID COORDINATES ARE IN FEET AND ARE REFERENCED TO THE FLORIDA STATE PLANE

COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983 (NAD 83).

12. ELEVATIONS SHOWN WITHIN THIS PLAN SET ARE IN FEET AND ARE REFERENCED TO

NATIONAL AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).

13. AERIAL PHOTOGRAPHS WERE PROVIDED BY BING GEOMAPS; DATED 2020.

CONSTRUCTION NOTES

SCOPE OF WORK:

3. THE WORK CONSISTS OF FURNISHING ALL LABOR, MATERIALS, EQUIPMENT, AND

PERFORMING ALL TASKS NECESSARY FOR THE MUCK REMOVAL DREDGING TO THE LINES

AND DEPTHS DESCRIBED HERE IN THE EAU GALLIE AREA 1A LIMITS IN MELBOURNE,

FLORIDA.

4. DREDGING ACTIVITIES ARE TO BE PERFORMED USING HYDRAULIC SUCTION MEANS. A

DEWATERING FACILITY IS AVAILABLE AT THE FLORIDA INLAND NAVIGATION DISTRICT (FIND)

DMMA BV-52 LOCATED APPROXIMATELY 7 MILES SOUTH OF DREDGE TEMPLATE AREA 1A.

IT IS ANTICIPATED THAT ACTIVE DEWATERING METHODS WILL BE REQUIRED.

5. THE DREDGE TEMPLATE IS DELINEATED INTO THREE (3) PAY SECTIONS: PAY SECTION X

SHALLOW FACE, PAY SECTION Y DEEP FACE WEST, AND PAY SECTION Z DEEP FACE EAST.

THE CONTRACTOR SHALL DREDGE EACH PAY SECTION TO THE LINES AND GRADES DEPICTED

IN THE DRAWINGS. CONTRACTOR SHALL NOTE THAT PAY SECTION Y SHALL BE DREDGED TO

THE SAND/MUCK INTERFACE, REMOVING ALL MUCK FOUND BETWEEN THE TOP OF MUCK

(TOM) AND BOTTOM OF MUCK (BOM) SURVEYS, (IE CONTOUR DREDGING). ADDITIONALLY,

PAY SECTION Z SHALL BE TO THE FOLLOWING - CONTOUR DREDGED OR TO THE BASE BID

DESIGN DEPTH, WHICHEVER COMES FIRST. IF THE COUNTY IS TO AWARD A BID ALTERNATE,

THE CONTRACTOR SHALL DREDGE TO THE BOTTOM OF MUCK SURVEY OR TO THE BID

ALTERNATE DESIGN DEPTH, WHICHEVER COMES FIRST.

6. THE INTENT OF THE PROJECT IS TO REMOVE AS MUCH MUCK MATERIAL AS POSSIBLE,

WITHOUT IMPACTING THE INTEGRITY OF NATIVE SUBSTRATES. A CONSTRUCTION

TOLERANCE OF 0.5 FEET ABOVE DREDGE TEMPLATE IS ALLOWED FOR ALL AREAS DREDGED.

MORE SPECIFICALLY, THE WORK CONSISTS OF THE FOLLOWING:

1. UNDERGROUND UTILITIES AND IMPROVEMENTS WERE IDENTIFIED WITHIN THE PROJECT

AREA BUT WERE NOT LOCATED AS PART OF THIS SURVEY. IT WILL BE THE CONTRACTOR'S

RESPONSIBILITY TO COORDINATE THESE LOCATES AND ANY ADDITIONAL LOCATES PRIOR TO

CONSTRUCTION.

2. THIS WORK MUST BE COMPLETED ACCORDING TO THE PLANS AND SPECIFICATIONS WITHIN

THE TIME SPECIFIED IN THE CONTRACT. CONTRACTOR MUST COMPLETE THE WORK WHILE

MAINTAINING COMPLIANCE WITH THE CONDITIONS OF THE FLORIDA DEPARTMENT OF

ENVIRONMENTAL PROTECTION (FDEP) UNITED STATES ARMY CORPS OF ENGINEERS (USACE),

FLORIDA INLAND NAVIGATION DISTRICT (FIND) LEASE, COAST GUARD, AND ALL LOCAL

PERMITS.

3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,

TECHNIQUES, AND PROCEDURES INCLUDING CONSTRUCTION MONITORING, PERMIT

COMPLIANCE, AND THE SEQUENCE OF THE WORK. THE ENGINEER WILL NOT BE

RESPONSIBLE FOR THE RATE OF COMPLETION OR COORDINATION OF THE WORK.

LAYOUT OF THE WORK:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTINUOUSLY MAINTAINING THE POSITION

OF THE DREDGE OR EXCAVATING EQUIPMENT WITHIN THE PRESCRIBED DREDGING LIMITS.

THE CONTRACTOR SHALL CONTINUOUSLY MONITOR WATER LEVELS AND DEPTH OF

DREDGING TO ENSURE THAT THE DESIGNED DEPTH IS MET. THE CONTRACTOR SHALL HAVE

ADEQUATE PERSONNEL ON SITE WITH ABILITY OF SETTING ACCURATE CONTROL FOR

CONTINUAL DREDGE OPERATIONS.

SITE CONDITIONS:

1. THE WORK IS LOCATED IN THE INDIAN RIVER LAGOON, THEREFORE EXPOSED TO WEATHER

CONDITIONS WHICH AT TIMES MAY INCLUDE STORMS AND ROUGH SEA CONDITIONS

NECESSITATING TEMPORARY SUSPENSION OF MARINE CONSTRUCTION OPERATIONS.

ADDITIONALLY, THE WORK AREA MAY BE SUBJECT TO WAKES GENERATED BY VESSELS. THE

CONTRACTOR IS RESPONSIBLE FOR BEING FAMILIAR WITH THESE CONDITIONS AND TO TAKE

THEM UNDER CONSIDERATION IN THE COST AND SCHEDULING OF THE WORK. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO TAKE PRECAUTIONS TO INSURE THAT PARTIALLY

COMPLETED WORK IS NOT SUBJECT TO DISPLACEMENT OR DAMAGE DUE TO NATURAL SITE

CONDITIONS OR BOAT WAKES. SHOULD ANY SUCH DAMAGE OR DISPLACEMENT OF

PARTIALLY COMPLETED WORK OCCUR, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING

ANY SUCH DAMAGE OR DISPLACEMENT OF PARTIALLY COMPLETED WORK AT NO

ADDITIONAL COST TO THE COUNTY.

2. A GEOTECHNICAL INVESTIGATION OF THE SUBSURFACE CONDITIONS WITHIN THE DREDGE

TEMPLATE HAS BEEN COMPLETED BY AMEC INC. THE FULL REPORT AND ANALYSIS IS

INCLUDED AS AN APPENDIX IN THE BID DOCUMENTS. THE CONTRACTOR SHALL PERFORM AT

THEIR OWN EXPENSE, ANY ADDITIONAL SUCH INVESTIGATIONS THAT CONTRACTOR DEEMS

NECESSARY TO VERIFY MUCK CHARACTERISTICS AND DREDGE QUANTITIES.

3. INFORMATION AND DATA FURNISHED OR REFERRED TO HEREIN ARE FOR THE

CONTRACTOR'S INFORMATION, HOWEVER, IT IS EXPRESSLY UNDERSTOOD THAT THE

COUNTY AND ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY INTERPRETATION OR

CONCLUSION MADE BY THE CONTRACTOR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE

FAMILIAR WITH LOCAL CONDITIONS THAT MAY IN ANY MANNER AFFECT PERFORMANCE OF

THE WORK.

SITE PREPARATION:

1. THE MUCK REMOVED FROM THE DREDGE AREAS MAY BE STOCKPILED TEMPORARILY ON

THE DEWATERING SITE AND MUST BE TRUCKED OFF SITE AS PER THE TECHNICAL

SPECIFICATIONS. SILT FENCE SHALL BE ERECTED AND MAINTAINED BY THE CONTRACTOR

ALONG THE PERIMETER OF THE SITE PRIOR TO DREDGING TO AVOID THE SPREADING OF

SEDIMENT INTO ANY STORMWATER PERIMETER DITCH, IF NEEDED.

2. UPON COMPLETION AND ACCEPTANCE OF THE DREDGING, THE CONTRACTOR SHALL

RESTORE THE DEWATERING AREAS TO THEIR PRE-CONSTRUCTION SURVEY CONDITION

ACCORDING TO THE CONTRACTOR'S RESTORATION PLAN. PRIOR TO RESTORATION OF THE

DEWATERING AREA, THE CONTRACTOR SHALL MEET WITH THE COUNTY AND THE ENGINEER

ON SITE TO DISCUSS THE SPECIFICS OF THE SITE RESTORATION SUCH AS BUT NOT LIMITED

TO THE RESTORATION OF THE STORMWATER PERIMETER DITCH AT DMMA BV-52. THE

COUNTY RESERVES THE RIGHT TO KEEP THE DEWATERING AREAS FOR USE FOR OTHER

WORK IF DEEMED NECESSARY AT THAT TIME, AND IF SO THAT WORK SHALL BE REMOVED

FROM THE CONTRACTOR'S CONTRACTUAL OBLIGATION WITH THE COUNTY AND A CREDIT

WILL RESULT TO THE COUNTY.

NOTICE TO MARINERS:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE COAST GUARD IN

SUFFICIENT TIME TO ALLOW FOR PUBLICATION OF A NOTICE TO MARINERS. THE LOCAL

COAST GUARD IS:

COMMANDER 7TH COAST GUARD DISTRICT

BRICKELL PLAZA FEDERAL BUILDING

909 S.E. FIRST AVENUE, ROOM 406

MIAMI, FLORIDA 33131-3028

(LNM) TELEPHONE: (305) 415-6750 / (305) 415-6757

2. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE U.S. COAST GUARD FOR ALL BUOYS,

MARKERS, AND OTHER DREDGING AIDS PRIOR TO INSTALLATION. DREDGING AIDS, LIGHTS,

OR TARGETS SHALL NOT BE PLACED OR COLORED IN A MANNER THAT THEY WILL OBSTRUCT

OR BE CONFUSED WITH NAVIGATION AIDS.

ENVIRONMENTAL PROTECTION:

1. CONTRACTOR SHALL EXERCISE DUE CAUTION SO AS NOT TO DAMAGE EXISTING NATIVE

VEGETATION ALONG THE SHORELINE WITHIN AND AROUND THE PROJECT AREA, ACCESS

WAYS, AND STAGING AREAS. ANY NATIVE VEGETATION OR SEAGRASS OUTSIDE OF THE

DREDGE TEMPLATE DAMAGED BY CONTRACTOR DURING THE COURSE OF THE WORK SHALL

BE RESTORED BY CONTRACTOR AT CONTRACTOR'S EXPENSE.

2. IN ORDER TO ENSURE THAT MANATEES ARE NOT ADVERSELY AFFECTED BY THE

CONSTRUCTION ACTIVITIES AS DESCRIBED IN THESE SPECIFICATIONS, THE CONTRACTOR IS

REQUIRED TO STRICTLY ADHERE TO THE STATE DEPARTMENT OF ENVIRONMENTAL

PROTECTION AND THE CORPS OF ENGINEERS PERMIT STANDARD MANATEE CONDITIONS

WHICH IDENTIFY SPECIFIC REQUIREMENTS FOR THE PROTECTION OF MANATEES.

PERMITS:

1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY PERMIT (FEDERAL, STATE, AND LOCAL)

REQUIRED TO COMPLETE THE PROJECT AS THEIR OPERATIONS DICTATE, WHICH HAS NOT

BEEN PREVIOUSLY OBTAINED BY THE COUNTY. COPIES OF ALL PREVIOUSLY OBTAINED

PERMITS ARE INCLUDED WITH THE BID DOCUMENTS. IT IS ANTICIPATED THAT A PERMIT

MODIFICATION FOR THE EXISTING FDEP PERMITS WILL BE REQUIRED TO ACCOMMODATE

THE CONTRACTOR'S DEWATERING METHODS, EFFLUENT WATER TREATMENT, AND FINAL

PLACMENT OF MUCK. THE CONTRACTOR SHALL PROVIDE ALL INFORMATION NECESSARY

FOR THESE PERMIT MODIFICATIONS.

GENERAL CONSTRUCTION NOTES:

1. THE CONTRACTOR SHALL MAKE THEIR OWN DETERMINATION OF THE QUANTITIES OF WORK

REQUIRED TO COMPLETE THE CONSTRUCTION SHOWN ON THE PLANS. THE CONTRACTOR

SHALL ALSO MAKE THEIR OWN ASSESSMENT OF THE SITE AND THE WORK REQUIRED PRIOR

TO BIDDING AND ANY DISCREPANCIES, ERRORS OR OMISSIONS, SHALL BE BROUGHT TO THE

ATTENTION OF THE COUNTY REPRESENTATIVE BEFORE THE BID DUE DATE.

2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND

UTILITIES OR OTHER OBJECTS PRIOR TO COMMENCING WORK AT THE SITE. ANY UTILITIES

OR OTHER ITEMS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED BY THE

CONTRACTOR AT NO COST TO THE COUNTY.

3. ALL AREAS OR ITEMS THAT ARE DAMAGED OR DISTURBED BY THE CONTRACTOR SHALL BE

RESTORED TO THEIR ORIGINAL OR BETTER CONDITION AT NO COST TO THE COUNTY.

4. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO

CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ANY

CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA.

5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, WHICH MAY OCCUR AS A RESULT OF THE WORK PERFORMED

BY THE CONTRACTOR AT NO COST TO THE COUNTY.

6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT,

MONITORING, AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL

AGENCIES.

7. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS

AND/OR LATEST EDITION UNLESS OTHERWISE NOTED.

8. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING HORIZONTAL AND VERTICAL

ACCURACY DURING DREDGING. QA/QC PROCEDURES MUST BE SUBMITTED TO AND

APPROVED BY THE COUNTY AND ENGINEER.

9. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE

VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.

10. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS

WORK SHALL RESTORE THE SUBJECT PROPERTIES TO A CONDITION OF EQUAL TO, OR BETTER

THAN EXISTING CONDITIONS.

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S. MARIE YARBROUGH

FL 70748

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DESIGN:

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JOB NO.:

CLIENT:

CHECKED:

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2725 JUDGE FRAN JAMIESON WAY

VIERA, FL 32940

2671 W. EAU GALLIE BLVD., SUITE 104

MELBOURNE, FL 32935

TEL. (321) 242-4942 | www.AtkinsRealis.com

ENGINEER OF RECORD:

11. CONSTRUCTION TRAFFIC SHALL NOT IMPEDE THE SAFE AND EFFICIENT USE OF THE

SURROUNDING ROADWAYS. THE CONTRACTOR SHALL FOLLOW FDOT STANDARD INDICES

600 SERIES FOR MAINTENANCE OF TRAFFIC DURING CONSTRUCTION.

12. CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY REMOVAL OF ANY FUGITIVE DUST,

SAND OR DEBRIS WHICH MAY BE CAUSED BY THEIR ACTIONS.

13. ENGINEERS OF RECORD ARE THE ENGINEERS RESPONSIBLE FOR THE DESIGN OF THE

PROJECT

14. ENGINEER OF RECORD IS ALSO THE ENGINEER HIRED TO OBSERVE CONSTRUCTION.

15. OTHER CONTACT INFORMATION WILL BE PROVIDED AS NECESSARY.

16. THE CONTRACTOR SHALL NOT OCCUPY PRIVATE LAND OUTSIDE OF ANY EASEMENTS OR

RIGHTS OF WAY UNLESS A WRITTEN AUTHORIZATION HAS BEEN SIGNED BY THE PROPERTY

OWNER AND PROVIDED TO THE COUNTY. PRIOR TO THE USE OF PRIVATE LANDS, THE

CONTRACTOR SHALL SUBMIT A COPY OF THE AGREEMENT(S)TO THE COUNTY. ALL

AGREEMENTS SHALL INCLUDE LANGUAGE GRANTING THE COUNTY AND ENGINEER

UNRESTRICTED RIGHTS TO ACCESS THE PROPERTY IN ASSOCIATION WITH THE

PERFORMANCE OF THEIR RESPONSIBILITIES CONCERNING THIS PROJECT. IN THE EVENT

THAT THE CONTRACTOR USES PRIVATE PROPERTY FOR ANY PURPOSE WITHOUT FIRST

HAVING THE NECESSARY APPROVALS FROM THE PROPERTY OWNER OR PROVIDED THE

NECESSARY AGREEMENT TO THE COUNTY, THE COUNTY WILL DIRECT THE CONTRACTOR

TO IMMEDIATELY CEASE USING SUCH PROPERTY. PRIOR TO APPLICATION FOR FINAL

PAYMENT, THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FROM THE OWNER OF

EACH PIECE OF PRIVATE PROPERTY FOR WHICH AN AGREEMENT FOR USE WAS PROVIDED,

OR FOR WHICH THE COUNTY HAS ISSUED WRITTEN NOTIFICATION TO THE CONTRACTOR,

THAT EACH OWNER IS SATISFIED WITH THE MANNER IN WHICH THE CONTRACTOR HAS

RESTORED THE PROPERTY. FINAL PAYMENT OF OR REDUCTION IN RETAINAGE SHALL NOT

BE PAID UNTIL SUCH DOCUMENTATION IS RECEIVED BY THE COUNTY.

17. UNDER NO CIRCUMSTANCES WILL THE USE OF EXPLOSIVES FOR EXCAVATION BE

PERMITTED.

18. MATERIAL REMOVED FROM BEYOND THE DREDGING LIMITS AS SPECIFIED ON THE

CONTRACT DRAWINGS SHALL BE CONSIDERED EXCESSIVE DREDGING FOR WHICH NO

PAYMENT WILL BE MADE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEDERAL,

STATE, AND LOCAL REGULATORY PERMITS, IMPLICATIONS, VIOLATIONS AND/OR FEES AS A

RESULT OF EXCESSIVE DREDGING.

19. ANY DREDGED MATERIALS DEPOSITED AT LOCATIONS OTHER THAN AS DESIGNATED OR

APPROVED BY THE COUNTY SHALL BE CONSIDERED MISPLACED MATERIAL AND SHALL NOT

BE PAID FOR UNTIL THE CONTRACTOR, AT THEIR EXPENSE, REMOVES AND RE-DEPOSITS

SUCH MISPLACED MATERIAL TO THE APPROVED DISPOSAL SITE. THIS REQUIRED REMOVAL

AND REDEPOSIT OF THE MISPLACED MATERIAL AND ANY NECESSARY DISPOSAL SITE

RESTORATION WORK SHALL NOT BE THE BASIS FOR A TIME EXTENSION OR ADDITIONAL

COMPENSATION UNDER THIS CONTRACT.

20. DEBRIS, SUCH AS STUMPS, ROCKS, ROCK FRAGMENTS, ROOTS, LOGS, TRASH, VEGETATION, ETC. AND ANY OTHER OBJECTS (EXCEPT ARCHEOLOGICAL OR HISTORIC RESOURCES) THAT

EXIST WITHIN THE PROJECT AREA OR ARE UNEARTHED DURING THE DREDGING

OPERATIONS, SHALL BE REMOVED, TRANSPORTED, AND DISPOSED OF AT AN APPROPRIATE

DISPOSAL SITE AND WILL NOT CONSTITUTE A CHANGE OF CONDITION TO THE

CONTRACT/AGREEMENT. REMOVAL AND DISPOSAL OF DEBRIS WILL TO BE SOLE

RESPONSIBILITY OF THE CONTRACTOR IN ITS ENTIRELY. IF ARCHEOLOGICAL OR HISTORIC

RESOURCES ARE ENCOUNTERED THE CONTRACTOR SHALL NOTIFY THE COUNTY

IMMEDIATELY AND STOP WORK UNTIL DIRECTED TO RESTART. REMOVAL AND DISPOSAL

OF DEBRIS AND OBSTRUCTIONS SHALL NOT BE PROVIDED SEPARATELY FOR PAYMENT. ALL

COSTS ASSOCIATED WITH THE REQUIRED DISPOSAL OF DEBRIS SHALL BE INCLUDED IN THE

CONTRACT PRICE FOR DREDGING.

21. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ANY MATERIAL THAT

ACCUMULATES IN THE DREDGED CHANNEL OR OTHER AREAS AS A RESULT OF THE

CONTRACTOR'S ACTIVITY AND/OR OPERATIONS.

22. THE WORK IS TO BE COMPLETED WITHIN THE AREA SHOWN ON THE PLANS. IF ADDITIONAL

AREA IS REQUIRED FOR STORAGE OF EQUIPMENT OR MATERIALS, ARRANGEMENTS FOR

SUCH STORAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. NO

STAGING, OFFLOADING, OR PARKING MAY OCCUR ON VACANT LOTS WITHIN THE

RESIDENTIAL NEIGHBORHOODS (PER COUNTY CODE) WITHOUT WRITTEN PERMISSION

FROM THE LANDOWNER AND COUNTY FOR APPROVAL.

23. SPECIAL MEASURES SHALL BE TAKEN TO PREVENT BILGE PUMPAGE OR EFFLUENT,

CHEMICALS, FUELS, OILS, GREASES, AND BITUMINOUS MATERIALS FROM ENTERING THE

WATER.

24. DISPOSAL OF ANY MATERIALS, WASTES, EFFLUENT, TRASH, GARBAGE, OIL, GREASE,

CHEMICAL, ETC., IN AND ADJACENT TO THE PROJECT SITE SHALL NOT BE PERMITTED. IF

ANY WASTE MATERIALS ARE DUMPED IN UNAUTHORIZED AREAS THE CONTRACTOR SHALL

REMOVE THE MATERIAL AND RESTORE THE AREA TO THE ORIGINAL CONDITION. IF

NECESSARY, CONTAMINATED GROUND SHALL BE EXCAVATED, DISPOSED OF AS DIRECTED

BY THE ENGINEER OF RECORD, AND REPLACED WITH SUITABLE FILL MATERIAL.

25. DREDGED MATERIAL WILL BE TRANSPORTED OFFSITE TO THE PRE-APPROVED LOCATION.

26. THE COUNTY HAS PERFORMED A DESIGN SURVEY THAT IS INCLUDED IN THE CONTRACT

DRAWINGS. THIS DESIGN SURVEY WAS USED TO CALCULATE AN ESTIMATED QUANTITY OF

MATERIAL TO BE DREDGED. THIS QUANTITY IS CONSIDERED AN ESTIMATE ONLY.

PAYMENT FOR THIS WORK SHALL BE BASED ON THE ACTUAL VOLUME UPON SURVEY

VERIFICATION OF DREDGING, AS IDENTIFIED BY THE FINAL CONSTRUCTION SURVEY

PROVIDED AT THE CONTRACTOR'S COST. THE CONTRACTOR SHALL MAKE AN ASSESSMENT

OF THIS AND ANY OTHER RELEVANT INFORMATION NECESSARY, IN THE JUDGEMENT OF

THE CONTRACTOR, IN DETERMINING THE EXPECTED VOLUME TO BE REMOVED. ALL

INTERIM SURVEYS (NECESSARY FOR INTERIM PAY REQUESTS) WILL BE DONE BY THE

CONTRACTOR AT THEIR OWN EXPENSE. COMPLETE SURVEY REQUIREMENTS ARE

PROVIDED IN THE SPECIFICATIONS.

SAFETY NOTES:

1. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE

ALL APPLICABLE SAFETY REGULATIONS. THE INFORMATION HEREIN HAS BEEN PROVIDED

FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER,

OWNER'S ENGINEER, OR ENGINEER OF RECORD WILL INSPECT AND/OR ENFORCE SAFETY

REGULATIONS.

2. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THE PROJECT, ALL SAFETY

REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

CONTROL AND SAFETY OF PERSONNEL. LABOR SAFETY REGULATIONS SHALL CONFORM TO

THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF

TRANSPORTATION.

3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL PERSONNEL IN THE

PROJECT AREA WEAR PROPER PERSONAL PROTECTION EQUIPMENT, INCLUDING BUT NOT

LIMITED TO SAFETY VESTS, HARD HATS, SAFETY BOOTS, EYE PROTECTION, HEARING

PROTECTION, AND PERSONAL FLOATATION DEVICES.

DEWATERING SITE CONSTRUCTION NOTES:

1. CONTRACTOR SHALL PROVIDE ACTIVE DEWATERING DETAILS REGARDING LOCATION,

SPECIFICATIONS, PROCEDURES AND PERMITS FOR THE DEWATERING SITE TO THE COUNTY

AND ENGINEER OF RECORD FOR REVIEW PRIOR TO MOBILIZATION. NO EQUIPMENT OR

PERSONNEL MAY OCCUPY ANY LANDS OR EASEMENTS AT THE DEWATERING AREA NOT

OWNED DIRECTLY BY THE COUNTY.

2. CONTRACTOR SHALL IMPLEMENT AND MAINTAIN THOSE MEASURES NECESSARY TO

PREVENT, CONTROL AND ABATE ANY EROSION OF THE GROUND SURFACE OR SHORELINE

BANKS CAUSED BY THE WORK. THE USE OF BEST MANAGEMENT PRACTICES SUCH AS

STRAW BALES, EROSION SCREENS, AND TURBIDITY SCREENS SHALL BE USED FOR THIS

PORTION OF THE WORK. THE CONTRACTOR SHALL CONSTRUCT OR INSTALL TEMPORARY

AND PERMANENT EROSION AND SEDIMENTATION CONTROL FEATURES AS REQUIRED.

EROSION AND SEDIMENT CONTROL MEASURES SUCH AS BERMS, DIKES, DRAINS,

SEDIMENT TRAPS, SEDIMENTATION BASINS, GRASSING, MULCHING, SYNTHETIC STRAW

BALES, AND SILT FENCES SHALL BE MAINTAINED UNTIL COMPLETION OF THE WORK.

ADDITIONAL DREDGE TEMPLATE CONSTRUCTION NOTES:

1. THE CONTRACTOR SHALL STRICTLY ADHERE TO ALL MANATEE REGULATIONS.

2. AREAS WHERE PROTECTED NATURAL RESOURCES ARE PRESENT, THE CONTRACTOR WILL BE

REQUIRED TO PROTECT THE RESOURCES WITH TURBIDITY BARRIERS MAINTAINED IN THE

AREA WHERE WORK IS BEING CONDUCTED. THE CONTRACTOR WILL BE RESPONSIBLE TO

SUBMIT A RESOURCE TURBIDITY BARRIER PLAN AS A PART OF THE BMP PLAN.

3. TURBIDITY CONTROL MEASURES WILL BE PROPERLY MAINTAINED IN COMPLIANCE WITH

FEDERAL AND STATE WATER QUALITY STANDARDS. IF TURBIDITY LEVELS EXCEED WATER

QUALITY STANDARDS, DREDGING ACTIVITY WILL CEASE UNTIL LEVELS RETURN TO THE

ACCEPTABLE RANGE. THE CONTRACTOR WILL BE RESPONSIBLE FOR MONITORING AND

RECORDING TURBIDITY READINGS EVERY FOUR HOURS (PER FDEP PERMIT

REQUIREMENTS). THE REPORTS MUST BE SUBMITTED TO THE ENGINEER OF RECORD ON A

WEEKLY BASIS. WEEKLY REPORTS OF MONITORING MUST BE SUBMITTED TO THE FDEP

PERMIT COMPLIANCE OFFICER BY 10AM EVERY MONDAY. SEE FDEP PERMIT FOR REPORT

FORMAT.

4. THE CONTRACTOR WILL OPERATE IN A MANNER THAT WILL CAUSE THE LEAST IMPACT TO

WATERWAY NAVIGATION AND ACCOMMODATE LOCAL TRAFFIC WITHIN REASON. ANY

QUESTIONS AND/OR CONCERNS SHOULD BE DIRECTED TO BREVARD COUNTY

REPRESENTATIVES.

5. DREDGE BARGES, CABLES, BUOYS, ETC. AT THE COMPLETION OF EACH DAY'S WORK WILL

HAVE WORKING MARKING/ANCHOR LIGHTS TO WARN VESSELS OF THEIR LOCATION.

6. DAMAGE TO ANY PROPERTY, UTILITIES, STRUCTURES OR NATURAL RESOURCES SHALL BE

REPAIRED OR REPLACED BY THE CONTRACTOR IN A TIMELY MANNER AT THE

CONTRACTOR'S EXPENSE.

7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR ALL EQUIPMENT INGRESS

AND EGRESS TO AND FROM THE PROJECT WORK AREAS. THE CONTRACTOR SHALL MAKE

AN INVESTIGATION OF WATER ACCESS ROUTES AND THE ROAD FOR TRANSPORTATION,

LOAD LIMITS FOR BRIDGES AND ROADS, AND OTHER ROAD CONDITIONS AFFECTING THE

TRANSPORTATION OF MATERIALS AND EQUIPMENT TO THE WORK SITES.

8. THE TRAFFIC USING THE PROJECT AREA IS GENERALLY RECREATION AND SMALL

COMMERCIAL VESSELS. THE CONTRACTOR WILL THEN BE RESPONSIBLE TO PROVIDE A

MOBILIZATION AND DREDGE SEQUENCE PLAN AT THE PRE-CONSTRUCTION MEETING

IDENTIFYING THE CONFLICTS AND THE DURATION OF IMPACT TO NAVIGABLE TRAFFIC.

9. THE CONTRACTOR WILL BE REQUIRED TO CONDUCT THE WORK IN SUCH MANNER AS TO

OBSTRUCT NAVIGATION AS LITTLE AS POSSIBLE DURING NORMAL WORKING HOURS, AND

IN THE EVENT THE CONTRACTOR'S EQUIPMENT OBSTRUCTS THE CHANNEL AS TO MAKE

DIFFICULT OR ENDANGER THE SAFE PASSAGE OF VESSELS, CONTRACTOR SHALL MAKE

REASONABLE EFFORTS TO AFFORD A PRACTICABLE AND SAFE PASSAGE. UPON THE

COMPLETION OF THE WORK THE CONTRACTOR SHALL PROMPTLY REMOVE THE DREDGE

EQUIPMENT, ETC. INCLUDING BUOYS AND OTHER MARKERS TO ALLOW SAFE PASSAGE. IN

ADDITION, THE CONTRACTOR WILL NOT OBSTRUCT NAVIGATION DURING NON-WORKING

PERIODS, AND ANY SUSPENSION OF WORK THAT OCCURS FOR THE DURATION OF THE

PROJECT. THE CONTRACTOR WILL ALSO BE REQUIRED TO REMOVE OBSTRUCTIONS

(INCLUDING TURBIDITY CURTAINS, ONCE TURBIDITY IS BELOW 29 NTUS ABOVE

BACKGROUND) TO NAVIGATION DURING THE EVENING AFTER NORMAL WORKING HOURS

AND WILL MAINTAIN CLOSE COMMUNICATION WITH THE COUNTY AND ENGINEER AS TO

TRAFFIC CONDITIONS AND TO ANY PROBLEMS THAT ARISE.

10. DREDGE/BARGE OPERATOR WILL MONITOR VHF CH. 16 AT ALL TIMES DURING

OPERATIONS TO COMMUNICATE WITH VESSELS.

11. THE CONTRACTOR SHALL ALSO INVESTIGATE THE AVAILABILITY OF ANY STAGING,

STORAGE, AND STOCK PILING AREAS AND SHALL MAKE ALL ARRANGEMENTS FOR USE OF

ANY SUCH AREAS FOR THE DELIVERY OF ANY MATERIALS AND EQUIPMENT TO BE USED IN

COMPLETING THE WORK.

12. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE FOR APPROVAL A PLAN DEPICTING THE

LOCATION OF THE DREDGE PIPELINE, PUMPS, SITE ACCESS, AND EQUIPMENT

INFORMATION TO BE USED FOR DREDGING ACTIVITIES.

13. NEAR COMPLETION OF THE PROJECT THE COUNTY AND CONTRACTOR WILL CONDUCT A

PRE-FINAL INSPECTION. IN ADDITION TO THE COMPLETION OF POST-DREDGE SURVEY, THE

COUNTY WILL INSPECT FOR DEMOBILIZATION AND CLEAN-UP OF TEMPORARY STAGING

AREAS. THE COUNTY WILL PERFORM THE PRE-FINAL INSPECTION TO VERIFY WORK IS

COMPLETE AND READY FOR FINAL ACCEPTANCE. THE COUNTY PRE-FINAL INSPECTION MAY

RESULT IN ADDITIONAL WORK TO BE DONE. THE CONTRACTOR SHALL ENSURE ITEMS ARE

CORRECTED BEFORE NOTIFYING THE COUNTY SO THAT A FINAL INSPECTION CAN BE

SCHEDULED. ANY ITEMS NOTED ON THE PRE-FINAL INSPECTION SHALL BE CORRECTED IN A

TIMELY MANNER. PRE-FINAL INSPECTION AND DEFICIENCY CORRECTIONS SHALL BE

ACCOMPLISHED WITHIN THE PROJECT COMPLETION PERIOD.

MARIE YARBROUGH, PE

MARIE.YARBROUGH@ATKINSREALIS.COM

2671 W. EAU GALLIE BLVD SUITE 104,

MELBOURNE, FL 32935

TELEPHONE: (321) 775-6642

JUSTIN BARTUSEK, PE

JUSTIN.BARTUSEK@ATKINSREALIS.COM

2671 W. EAU GALLIE BLVD SUITE 104,

MELBOURNE, FL 32935

TELEPHONE: (321) 775-6238

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2725 JUDGE FRAN JAMIESON WAY

VIERA, FL 32940

2671 W. EAU GALLIE BLVD., SUITE 104

MELBOURNE, FL 32935

TEL. (321) 242-4942 | www.AtkinsRealis.com

ENGINEER OF RECORD:

STANDARD MANATEE CONSTRUCTION CONDITIONS:

THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING MANATEE PROTECTION

CONSTRUCTION CONDITIONS:

1. THE CONTRACTOR SHALL INSTRUCT ALL PERSONNEL ASSOCIATED WITH THE PROJECT OF

THE POTENTIAL PRESENCE OF MANATEES AND THE NEED TO AVOID COLLISIONS WITH

MANATEES. ALL CONSTRUCTION PERSONNEL ARE RESPONSIBLE FOR OBSERVING

WATER-RELATED ACTIVITIES FOR THE PRESENCE OF MANATEE(S).

2. THE CONTRACTOR 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 OF 1972, THE ENDANGERED

SPECIES ACT OF 1973, AND THE FLORIDA MANATEE SANCTUARY ACT.

3. TURBIDITY BARRIERS SHALL BE MADE OF MATERIAL IN WHICH MANATEES CANNOT BECOME

ENTANGLED, ARE PROPERLY SECURED, AND ARE REGULARLY MONITORED TO AVOID

MANATEE ENTRAPMENT. BARRIERS MUST NOT BLOCK MANATEE ENTRY TO OR EXIT FROM

ESSENTIAL HABITAT.

4. ALL VESSELS ASSOCIATED WITH THE CONSTRUCTION PROJECT SHALL OPERATE AT "NO

WAKE/IDLE" SPEEDS AT ALL TIMES WHILE IN THE CONSTRUCTION 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.

5. IF MANATEE(S) ARE SEEN WITHIN 100 YARDS OF THE ACTIVE DAILY

CONSTRUCTION/DREDGING OPERATION OR VESSEL MOVEMENT, ALL APPROPRIATE

PRECAUTIONS SHALL BE IMPLEMENTED TO ENSURE PROTECTION OF THE MANATEE. THESE

PRECAUTIONS SHALL INCLUDE THE OPERATION OF ALL MOVING EQUIPMENT NO CLOSER

THAN 50 FEET OF A MANATEE. OPERATION OF ANY EQUIPMENT CLOSER THAN 50 FEET TO A

MANATEE SHALL NECESSITATE IMMEDIATE SHUTDOWN OF THAT EQUIPMENT. ACTIVITIES

WILL NOT RESUME UNTIL THE MANATEE(S) HAS DEPARTED THE PROJECT AREA OF ITS OWN

VOLITION.

6. ANY COLLISION WITH AND/OR INJURY TO A MANATEE SHOULD BE REPORTED IMMEDIATELY

TO THE FWC HOTLINE AT 1-888-404-FWCC. COLLISION AND/OR INJURY SHOULD ALSO BE

REPORTED TO THE U.S. FISH AND WILDLIFE SERVICE IN JACKSONVILLE (1-904-232-2580) FOR

NORTH FLORIDA OR VERO BEACH (1-772-562-3909) IN SOUTH FLORIDA.

7. TEMPORARY SIGNS CONCERNING MANATEES SHALL BE POSTED PRIOR TO AND DURING ALL

CONSTRUCTION/DREDGING ACTIVITIES. ALL SIGNS ARE TO BE REMOVED BY THE

CONTRACTOR UPON COMPLETION OF THE PROJECT. A SIGN MEASURING AT LEAST 3 FT. BY 4

FT. WHICH READS "CAUTION: MANATEE AREA" WILL BE POSTED IN A LOCATION

PROMINENTLY VISIBLE TO WATER RELATED CONSTRUCTION CREWS. A SECOND SIGN

SHOULD BE POSTED IF VESSELS ARE ASSOCIATED WITH THE CONSTRUCTION AND SHOULD BE

PLACED VISIBLE TO THE VESSEL OPERATOR. THE SECOND SIGN SHOULD BE AT LEAST 8-12"

BY 11" WHICH READS "CAUTION: MANATEE HABITAT. IDLE SPEED IS REQUIRED IF

OPERATING A VESSEL IN THE CONSTRUCTION AREA. ALL EQUIPMENT MUST BE SHUTDOWN

IF A MANATEE COMES WITHIN 50 FEET OF OPERATION.

SEATURTLE AND SMALLTOOTH SAWFISH CONSTRUCTION CONDITIONS

THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING CONSTRUCTION CONDITIONS FOR

PROTECTION OF SEA TURTLES AND SMALLTOOTH SAWFISH:

1. THE CONTRACTOR SHALL INSTRUCT ALL PERSONNEL ASSOCIATED WITH THE PROJECT OF

THE POTENTIAL PRESENCE OF THESE SPECIES AND THE NEED TO AVOID COLLISIONS WITH

SEA TURTLES AND SMALLTOOTH SAWFISH. ALL CONSTRUCTION PERSONNEL ARE

RESPONSIBLE FOR OBSERVING WATER-RELATED ACTIVITIES FOR THE PRESENCE OF THESE

SPECIES.

2. THE CONTRACTOR SHALL ADVISE ALL CONSTRUCTION PERSONNEL THAT THERE ARE CIVIL

AND CRIMINAL PENALTIES FOR HARMING, HARASSING, OR KILLING SEA TURTLES OR

SMALLTOOTH SAWFISH, WHICH ARE PROTECTED UNDER THE ENDANGERED SPECIES ACT OF

1973.

3. SILTATION BARRIERS SHALL BE MADE OF MATERIAL IN WHICH A SEA TURTLE OR

SMALLTOOTH SAWFISH CANNOT BECOME ENTANGLED. SILTATION BARRIERS SHALL BE

PROPERLY SECURED AND REGULARLY MONITORED TO AVOID PROTECTED SPECIES

ENTRAPMENT. BARRIERS MAY NOT BLOCK SEA TURTLE OR SMALLTOOTH SAWFISH ENTRY TO

OR EXIT FROM DESIGNATED CRITICAL HABITAT WITHOUT PRIOR AGREEMENT FROM THE

NATIONAL MARINE FISHERIES SERVICE'S PROTECTED RESOURCES DIVISION, ST. PETERSBURG, FLORIDA.

4. ALL VESSELS ASSOCIATED WITH THE CONSTRUCTION PROJECT SHALL OPERATE AT “NO

WAKE/IDLE” SPEEDS AT ALL TIMES WHILE IN THE CONSTRUCTION AREA AND WHILE IN

WATER DEPTHS WHERE THE DRAFT OF THE VESSEL PROVIDES LESS THAN A FOUR-FOOT

CLEARANCE FROM THE BOTTOM. ALL VESSELS WILL PREFERENTIALLY FOLLOW DEEP-WATER

ROUTES (E.G., MARKED CHANNELS) WHENEVER POSSIBLE.

5. IF A SEA TURTLE OR SMALLTOOTH SAWFISH IS SIGHTED WITHIN 100 YARDS OF THE ACTIVE

DAILY CONSTRUCTION OPERATION OR VESSEL MOVEMENT, ALL APPROPRIATE PRECAUTIONS

SHALL BE IMPLEMENTED BY THE CONTRACTOR TO ENSURE ITS PROTECTION. THESE

PRECAUTIONS SHALL INCLUDE CESSATION OF OPERATION OF ANY MOVING EQUIPMENT

CLOSER THAN 50 FEET OF A SEA TURTLE OR SMALLTOOTH SAWFISH. OPERATION OF ANY

MECHANICAL CONSTRUCTION EQUIPMENT SHALL CEASE IMMEDIATELY IF A SEA TURTLE OR

SMALLTOOTH SAWFISH IS SEEN WITHIN A 50 - FT RADIUS OF THE EQUIPMENT. ACTIVITIES

MAY NOT RESUME UNTIL THE PROTECTED SPECIES HAS DEPARTED THE PROJECT AREA OF ITS

OWN VOLITION.

6. ANY COLLISION WITH AND/OR INJURY TO A SEA TURTLE OR SMALLTOOTH SAWFISH SHALL

BE REPORTED IMMEDIATELY TO THE OWNER/ENGINEER AND TO THE NATIONAL MARINE

FISHERIES PROTECTED RESOURCES DIVISION (727-824-5312) AND TO THE LOCAL

AUTHORIZED SEA TURTLESTRANDING/RESCUE ORGANIZATION.

EASTERN INDIGO SNAKE CONSTRUCTION CONDITIONS:

THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING CONSTRUCTION CONDITIONS FOR

PROTECTION OF EASTERN INDIGO SNAKE:

1. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL POST EDUCATIONAL

POSTERS (AT LEAST 11” BY 17”) IN THE CONSTRUCTION OFFICE AND THROUGHOUT THE

CONSTRUCTION SITE, INCLUDING ANY ACCESS ROADS. THE POSTERS MUST BE CLEARLY

VISIBLE TO ALL CONSTRUCTION STAFF. THE POSTERS SHALL CONTAIN THE FOLLOWING

INFORMATION:

2. IF YOU SEE A LIVE EASTERN INDIGO SNAKE ON THE SITE:

· CEASE CLEARING ACTIVITIES AND ALLOW THE LIVE EASTERN INDIGO SNAKE SUFFICIENT

TIME TO MOVE AWAY FROM THE SITE WITHOUT INTERFERENCE; PERSONNEL MUST NOT

ATTEMPT TO TOUCH OR HANDLE SNAKE DUE TO PROTECTED STATUS.

· TAKE PHOTOGRAPHS OF THE SNAKE, IF POSSIBLE, FOR IDENTIFICATION AND

DOCUMENTATION PURPOSES.

· IMMEDIATELY NOTIFY SUPERVISOR OR THE APPLICANT'S DESIGNATED AGENT, AND THE

APPROPRIATE USFWS OFFICE, WITH THE LOCATION INFORMATION AND CONDITION OF

THE SNAKE.

· IF THE SNAKE IS LOCATED IN A VICINITY WHERE CONTINUATION OF THE CLEARING OR

CONSTRUCTION ACTIVITIES WILL CAUSE HARM TO THE SNAKE, THE ACTIVITIES MUST HALT

UNTIL SUCH TIME THAT A REPRESENTATIVE OF THE USFWS RETURNS THE CALL (WITHIN

ONE DAY) WITH FURTHER GUIDANCE AS TO WHEN ACTIVITIES MAY RESUME.

3. IF YOU SEE A DEAD EASTERN INDIGO SNAKE ON THE SITE:

· CEASE CLEARING ACTIVITIES AND IMMEDIATELY NOTIFY SUPERVISOR OR THE APPLICANT'S

DESIGNATED AGENT, AND THE APPROPRIATE USFWS OFFICE, WITH THE LOCATION

INFORMATION AND CONDITION OF THE SNAKE.

· TAKE PHOTOGRAPHS OF THE SNAKE, IF POSSIBLE, FOR IDENTIFICATION AND

DOCUMENTATION PURPOSES.

· THOROUGHLY SOAK THE DEAD SNAKE IN WATER AND THEN FREEZE THE SPECIMEN. THE

APPROPRIATE WILDLIFE AGENCY WILL RETRIEVE THE DEAD SNAKE.

4. TELEPHONE NUMBERS OF USFWS FLORIDA FIELD OFFICES TO BE CONTACTED IF A LIVE OR

DEADEASTERN INDIGO SNAKE IS ENCOUNTERED: NORTH FLORIDA FIELD OFFICE- (904)

731-3336 PANAMA CITY FIELD OFFICE - (850) 769-0552SOUTH FLORIDA FIELD OFFICE - (772) 562-3909

IF AN EASTERN INDIGO SNAKE IS DISCOVERED DURING GOPHER TORTOISE

RELOCATIONACTIVITIES (I.E. BURROW EXCAVATION), THE USFWS SHALL BE CONTACTED WITHIN

ONE BUSINESS DAY TO OBTAIN FURTHER GUIDANCE WHICH MAY RESULT IN FURTHER PROJECT

CONSULTATION.

PROJECT CONTROL TABLE

NORTH AMERICAN DATUM OF 1983 - FL EAST 0901

DESIGNATION EASTING NORTHING NAVD 88' (FT) PID DESCRIPTION

111 777145.15 1378233.48 3.59 EGH-4 1991 USACE DISK

BASELINE POINT TABLE

STA EASTING NORTHING

START: 0+00 779013.62 1382033.18

STOP: 35+50 782351.90 1383241.18

SEE SHEET C-100 FOR PAY SECTION BOUNDARIES

DREDGE LIMITS POINT TABLE

NAME

NORTHING

28.139629

28.140091

28.136719

28.137005

28.136501

28.137009

28.136370

28.134549

28.135021

28.134050

28.135362

28.135615

28.138504

EASTING

-80.618863

-80.611519

-80.611873

-80.610976

-80.610768

-80.609378

-80.609064

-80.614384

-80.614622

-80.617672

-80.618147

-80.615406

-80.618426

AREA LIMIT (TYP.)

M

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BV-52 DREDGE

MATERIAL

MANAGEMENT AREA

PROPOSED PIPELINE ROUTE.

LOCATE MINIMUM 100' FROM

EDGE OF CHANNEL (TYP.)

MAXIMUM PUMPING DISTANCE

APPROX. 7 MILES.

ICW CHANNEL (TYP.)

PIPELINE CROSSING

OF ICW

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POTENTIAL UTILITY CROSSING

AREA. CONTRACTOR TO

VERIFY UTILITY LOCATIONS

PRIOR TO DREDGING AND

PIPELINE ANCHORING

UTILITY CROSSING

NO DREDGING OR

PIPELINE ANCHORING

IN THIS AREA

POTENTIAL UTILITY CROSSING AREA.

CONTRACTOR TO VERIFY UTILITY

LOCATIONS PRIOR TO DREDGING

AND PIPELINE ANCHORING

EXACT PIPELINE LAYOUT, FLOATING VS

SUBMERGED REACHES, AND BOOSTER

PUMP LOCATIONS SHALL MEET ALL U.S.

COAST GUARD AND U.S. ARMY CORPS OF

ENGINEERS REQUIREMENTS AND BE

PROVIDED BY CONTRACTOR.

FEET

0 2500 5000

SHEET NO.

DESIGN:

APPROVED:

DRAWN:

JOB NO.:

CLIENT:

CHECKED:

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NATURAL

RESOURCES

2725 JUDGE FRAN JAMIESON WAY

VIERA, FL 32940

2671 W. EAU GALLIE BLVD., SUITE 104

MELBOURNE, FL 32935

TEL. (321) 242-4942 | www.AtkinsRealis.com

ENGINEER OF RECORD:

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DESIGN:

APPROVED:

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JOB NO.:

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2725 JUDGE FRAN JAMIESON WAY

VIERA, FL 32940

2671 W. EAU GALLIE BLVD., SUITE 104

MELBOURNE, FL 32935

TEL. (321) 242-4942 | www.AtkinsRealis.com

ENGINEER OF RECORD:

D A

T E

D E

S C

R I P

T I O

N

D r a w i n g

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-17

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-13

-12

-11

-10

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-11

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-8

-7

-6

-6

-7

-8

-9

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AREA 1A LIMITS

DREDGE LIMITS

UTILITY CROSSING

AREA SOUTH OF THIS LOCATION.

CONTRACTOR TO VERIFY

UTILITY LOCATIONS PRIOR TO

DREDGING AND PIPELINE ANCHORING.

ICW CHANNEL (TYP)

NO DREDGE WITHIN 50'

OF ANY STRUCTURE (TYP)

BASELINE

END OF

TEMPLATE

STA 35+50

X6

FWC MARKER

X4

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X7

X5

X3

X2

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SHEET NO.

DESIGN:

APPROVED:

DRAWN:

JOB NO.:

CLIENT:

CHECKED:

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U R

A C

Y

O

F

T

F O

R M

A T

I

N T

A I N

C

U M

E N

N

N

A R

A N

T

A T

C H

A N

G E

S

O

R

A

L T

E R

A T

I O

T

H

C

U M

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T

W

I

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A D

E

B

Y

P

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S O

N S

O T

H

K

I N

S R

É A

L

R

S O

N N

T

C U

M E

A V

E

P O

S S

E S

S I O

N

O

F

A

T K

I N

S R

É A

L I S

C

H A

N G

A

L T

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A T

I O

S

A F

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Y

R

E L A

T E

D

A

S U

M

A

O

P E

R T

R S

O N

J U

A T

V E

R I F

I C

A T

I

F O

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A T

I

N T

A I N

C

U M

E

E

D E

D

C O

N T

A C

T

S

H O

U

M

A D

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D

I R

E C

T

T

H

A

T K

I N

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É A

L I S

T

H

C

U M

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M

U S

T

B

E

C O

M P

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A P

P L I C

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F O

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H O

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DATE:

O R

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S U

T

2725 JUDGE FRAN JAMIESON WAY

VIERA, FL 32940

2671 W. EAU GALLIE BLVD., SUITE 104

MELBOURNE, FL 32935

TEL. (321) 242-4942 | www.AtkinsRealis.com

ENGINEER OF RECORD:

D A

T E

D E

S C

R I P

T I O

N

D r a w i n g

N a m e

C

U s e r s B

R U

S O n e D r i v e

C o r p A t k i n s R é a l i s E a u

G a l l i e

M u c k

R e m o v a l

P r o j e c t

H a m m e r h e a d

D e s i g n

S e p t e m b e r C

D

R E

D G

E

T

E M

P L A

T

H

E

X I S

T I N

G

C

O N

D I T

I O

N S d t a m

E A

U

G

A L L

E

A

C

K

R

E M

O V

A L

C O

N S

T R

U C

T I O

N

D

R A

W I N

G S

D R

E D

M

P L A

T

H

E

X I S

T I N

G

C

O N

D I T

I O

N S

100087645

JRK

JRK

KMG

SMY

C-100

S. MARIE YARBROUGH

FL 70748

LEGEND

MAJOR CONTOUR

MINOR CONTOUR

PROPOSED

PIPELINE

DREDGE

BOUNDARY

MUCK THICKNESS

CONTOUR

*CONTOURS ARE BATHYMETRY/TOP

OF MUCK

FWC MARKER CONDITIONS:

REMOVE AND REINSTALL ALL FWC

MARKER(S) FOUND WITHIN THE

DREDGE TEMPLATE. REFER TO

TECHNICAL SPECIFICATIONS 35 24 00.

SECTIONS

DREDGE

TEMPLATE (CY)

AREA (SF)

X1 17,907 366,328

X2 862 32,852

X3 48,280 1,043,097

X4 509 46,108

X5 28215 757,010

X6 4,893 182,672

X7 3,746 115,122

Y 25,174 360,124

Z 162,167 845,881

FEET

0 300 600

MUCK THICKNESS

0.00

1.00

2.00

3.00

4.00

5.00

6.00

7.00

8.00

9.00

1.00

2.00

3.00

4.00

5.00

6.00

7.00

8.00

9.00

10.00

COLOR VOLUME (CY)

68,735

62,046

55,651

31,827

24,993

19,258

13,301

5,171

0.50

0.50

MIN MAX

-17

-16

-14

-13

-12

-11

-10

-13

-12

-11

-10

-9

-8

-7

-6

-6

-7

-8

-9

-10

-1

-11

AREA 1A LIMITS

DREDGE LIMITS

UTILITY CROSSING

AREA SOUTH OF THIS LOCATION.

CONTRACTOR TO VERIFY

UTILITY LOCATIONS PRIOR TO

DREDGING AND PIPELINE ANCHORING.

ICW CHANNEL (TYP)

NO DREDGE WITHIN 50'

OF ANY STRUCTURE (TYP)

BASELINE

END OF

TEMPLATE

STA 35+50

FWC MARKER

Point Table

Name

Northing

28.139622

28.140083

28.136712

28.136997

28.136493

28.137002

28.136362

28.134541

28.135014

28.134042

28.135355

28.135607

28.138496

Easting

-80.618868

-80.611524

-80.611877

-80.610981

-80.610773

-80.609383

-80.609069

-80.614389

-80.614627

-80.617677

-80.618152

-80.615411

-80.618430

SHEET NO.

DESIGN:

APPROVED:

DRAWN:

JOB NO.:

CLIENT:

CHECKED:

2345678

N O

T I C

E

T H

E

I N

F O

R M

A T

I O

N

C

U M

E N

T

W

E

P A

R E

D

B

Y

A

T K

I N

S R

É A

L I S

I N

C

W

H I L E

A T

K I N

S R

É A

L

K

L

R

E A

S O

N A

B

E

A

S S

U R

E

T

C

U R

A C

Y

O

F

T

F O

R M

A T

I

N T

A I N

C

U M

E N

N

N

A R

A N

T

A T

C H

A N

G E

S

O

R

A

L T

E R

A T

I O

T

H

C

U M

E N

T

W

I

M

A D

E

B

Y

P

E R

S O

N S

O T

H

K

I N

S R

É A

L

R

S O

N N

T

C U

M E

A V

E

P O

S S

E S

S I O

N

O

F

A

T K

I N

S R

É A

L I S

C

H A

N G

A

L T

E R

A T

I O

S

A F

E T

Y

R

E L A

T E

D

A

S U

M

A

O

P E

R T

R S

O N

J U

A T

V E

R I F

I C

A T

I

F O

R M

A T

I

N T

A I N

C

U M

E

E

D E

D

C O

N T

A C

T

S

H O

U

M

A D

E

D

I R

E C

T

T

H

A

T K

I N

S R

É A

L I S

T

H

C

U M

E N

T

M

U S

T

B

E

C O

M P

A R

I G

I N

P

R T

I F

I

I S

A

A P

P L I C

A B

L E

D

I N

S U

C

U R

A C

Y

O

F

T

F O

R M

A T

I O

N

C

O N

T A

I N

E D

T H

E R

E

R T

H

S U

A

N G

E

T

E R

A T

I O

M O

D I F

I C

A T

I O

V

E

B

E E

N

M

A D

E

T

O

T

C

U M

E N

T

N

O

R

E L I A

N C

E

S

H O

U

E

R

B

E

M A

C

U M

E N

T A

T I O

N

T

R A

N S

M I T

T E

D

O

R

R

E V

I E

W E

D

B

Y

C

O M

P U

T E

R

O

R

O

T H

E R

E L E

C T

R O

N

A

L E

R

M

P A

R E

D

T

O

T

I G

I N

A L

A

T K

I N

S R

É A

L I S

M A

K E

S

N

O

W

A R

R A

N T

I E

S

E

X P

R E

I M

P L I E

D

C

O N

C E

R N

I N

G

T

C

U R

A C

Y

O

F

T

H E

I N

F O

R M

A T

I

N T

A I N

C

U M

E

A N

S M

I T

T

V

I E

W

C O

M P

U T

O

T H

E

C T

R O

N

A

N S

DATE:

O R

I G

I N

S U

T

2725 JUDGE FRAN JAMIESON WAY

VIERA, FL 32940

2671 W. EAU GALLIE BLVD., SUITE 104

MELBOURNE, FL 32935

TEL. (321) 242-4942 | www.AtkinsRealis.com

ENGINEER OF RECORD:

FEET

0 300 600

D A

T E

D E

S C

R I P

T I O

N

D r a w i n g

N a m e

C

U s e r s B

R U

S O n e D r i v e

C o r p A t k i n s R é a l i s E a u

G a l l i e

M u c k

R e m o v a l

P r o j e c t

H a m m e r h e a d

D e s i g n

S e p t e m b e r C

D

R E

D G

E

T

E M

P L A

T

H

E

X I S

T I N

G

C

O N

D I T

I O

N S d t a m

E A

U

G

A L L

E

A

C

K

R

E M

O V

A L

C O

N S

T R

U C

T I O

N

D

R A

W I N

G S

D R

E D

M

P L A

C

T I O

N S

100087078

JRK

JRK

KMG

SMY

C-101

S. MARIE YARBROUGH

FL 70748

LEGEND

MAJOR CONTOUR

MINOR CONTOUR

PROPOSED

PIPELINE

DREDGE

BOUNDARY

MUCK THICKNESS

CONTOUR

*CONTOURS ARE BATHYMETRY/TOP

OF MUCK

Boundary

*SEE PAGE C-102 FOR INTERNAL

POINT COORDINATES

Point Table

Name

Northing

28.136997

28.136493

28.137002

28.136362

28.134541

28.135014

28.134960

28.135907

28.136430

28.136054

Easting

-80.610981

-80.610773

-80.609383

-80.609069

-80.614389

-80.614627

-80.614796

-80.615724

-80.614675

-80.613982

Point Table

Name

Northing

28.136430

28.136271

28.137288

28.136950

Easting

-80.614675

-80.614993

-80.615700

-80.614883

Point Table

Name

Northing

28.134042

28.135355

28.135607

28.134960

Easting

-80.617677

-80.618152

-80.615411

-80.614796

Point Table

Name

Northing

28.136712

28.136472

28.137645

28.138169

Easting

-80.611877

-80.612643

-80.613210

-80.611725

Point Table

Name

Northing

28.140083

28.138169

28.140018

Easting

-80.611524

-80.611725

-80.612558

Point Table

Name

Northing

28.137645

28.138169

28.140018

28.139832

28.139156

28.137689

28.137520

28.136974

28.137156

Easting

-80.613210

-80.611725

-80.612558

-80.615521

-80.614749

-80.614603

-80.613824

-80.613607

-80.612974

Point Table

Name

Northing

28.135907

28.136430

28.136054

28.136271

28.137288

28.136950

28.136472

28.139832

28.139156

28.137689

28.137520

28.136974

28.137156

28.137278

28.137971

28.139701

Easting

-80.615724

-80.614675

-80.613982

-80.614993

-80.615700

-80.614883

-80.612643

-80.615521

-80.614749

-80.614603

-80.613824

-80.613607

-80.612974

-80.617157

-80.616125

-80.617602

Point Table

Name

Northing

28.137278

28.138185

28.138143

Easting

-80.617157

-80.618106

-80.617444

Point Table

Name

Northing

28.139622

28.138496

28.137278

28.137971

28.139701

28.138185

28.138143

Easting

-80.618868

-80.618430

-80.617157

-80.616125

-80.617602

-80.618106

-80.617444

SHEET NO.

DESIGN:

APPROVED:

DRAWN:

JOB NO.:

CLIENT:

CHECKED:

2345678

N O

T I C

E

T H

E

I N

F O

R M

A T

I O

N

C

U M

E N

T

W

E

P A

R E

D

B

Y

A

T K

I N

S R

É A

L I S

I N

C

W

H I L E

A T

K I N

S R

É A

L

K

L

R

E A

S O

N A

B

E

A

S S

U R

E

T

C

U R

A C

Y

O

F

T

F O

R M

A T

I

N T

A I N

C

U M

E N

N

N

A R

A N

T

A T

C H

A N

G E

S

O

R

A

L T

E R

A T

I O

T

H

C

U M

E N

T

W

I

M

A D

E

B

Y

P

E R

S O

N S

O T

H

K

I N

S R

É A

L

R

S O

N N

T

C U

M E

A V

E

P O

S S

E S

S I O

N

O

F

A

T K

I N

S R

É A

L I S

C

H A

N G

A

L T

E R

A T

I O

S

A F

E T

Y

R

E L A

T E

D

A

S U

M

A

O

P E

R T

R S

O N

J U

A T

V E

R I F

I C

A T

I

F O

R M

A T

I

N T

A I N

C

U M

E

E

D E

D

C O

N T

A C

T

S

H O

U

M

A D

E

D

I R

E C

T

T

H

A

T K

I N

S R

É A

L I S

T

H

C

U M

E N

T

M

U S

T

B

E

C O

M P

A R

I G

I N

P

R T

I F

I

I S

A

A P

P L I C

A B

L E

D

I N

S U

C

U R

A C

Y

O

F

T

F O

R M

A T

I O

N

C

O N

T A

I N

E D

T H

E R

E

R T

H

S U

A

N G

E

T

E R

A T

I O

M O

D I F

I C

A T

I O

V

E

B

E E

N

M

A D

E

T

O

T

C

U M

E N

T

N

O

R

E L I A

N C

E

S

H O

U

E

R

B

E

M A

C

U M

E N

T A

T I O

N

T

R A

N S

M I T

T E

D

O

R

R

E V

I E

W E

D

B

Y

C

O M

P U

T E

R

O

R

O

T H

E R

E L E

C T

R O

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A

L E

R

M

P A

R E

D

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O

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I G

I N

A L

A

T K

I N

S R

É A

L I S

M A

K E

S

N

O

W

A R

R A

N T

I E

S

E

X P

R E

I M

P L I E

D

C

O N

C E

R N

I N

G

T

C

U R

A C

Y

O

F

T

H E

I N

F O

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A T

I

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A I N

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U M

E

A N

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C O

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DATE:

O R

I G

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2725 JUDGE…