Revised_Attachment_C_-_Drawing_Set.pdf

REV. #SHEET NUMBER:

IN CHARGE:

DESIGNED BY:

DATE:

DRAWN BY:

SHEET TITLE:

CHECKED BY:

APPROVEDDATENO.

WSP PROJECT No:

PROJECT:

REVISIONS

BY

US0043684.5677

F. DELORRIO

BREVARD COUNTY

NAVIGATION

DREDGING

BREVARD COUNTY

MAINTENANCE

ADDRESS

CITY, FLORIDA ZIP CODE

REF: ERP No. 05-286953-4, USACE IP No. 199702006

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INDIAN RIVER CHANNELS

& CANALS

L. LUMBARD

L. TORRES

LEAH G. TORRES, P.E.

FLORIDA P.E. LICENCE NO. 86641

WSP USA, INC.

550 Northlake Boulevard, Suite 1000

Altamonte Springs, FL 32701 Phone: 1.407.522.7570 www.wsp.com

07/02/2025

N

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Feet 0 2000 4000

SITE LOCATION

MAP

G-001

RIVERSIDE SITE LOCATION

TOWNSHIP 25S, RANGE 36E, SECTION 2

RIVERSIDE

UPLAND STAGING

AND MANAGEMENT

AREA LOCATION

S I T E L O C A T I O N M A P

BREVARD COUNTY, FLORIDA

SECTION 02, TOWNSHIP 25 SOUTH, RANGE 36 EAST

INDIAN RIVER CHANNELS & CANALS NAVIGATION DREDGING

INDIAN RIVER, BREVARD COUNTY, FLORIDA

BID SET

WSP PROJECT NUMBER: US0043684.5677

PLANS PREPARED BY:

WSP USA , INC.

550 Northlake Boulevard, Suite 1000

Altamonte Springs, FL 32701 Phone: 1.407.522.7570 www.wsp.com

Sheet List Table Sheet Number Sheet Title

G-001 SITE LOCATION MAP

G-002 GENERAL NOTES

G-003 VICINITY MAP

C-101 EXISTING SITE PLAN RIVERSIDE

C-102 PROPOSED SITE PLAN RIVERSIDE

C-103 DREDGE MATERIAL MANAGEMENT PLAN

C-301 CROSS SECTIONS RIVERSIDE

C-501 EROSION CONTROL DETAILS

C-502 DUMPSTER DETAILS

NOTICE

THE INFORMATION IN THIS DOCUMENT WAS PREPARED BY WSP. WHILE WSP 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 WSP PERSONNEL AFTER THE DOCUMENT LEAVES THE POSSESSION OF WSP. 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 DIRECTION WITH WSP.

11/5/2025

GENERAL NOTES

1. THE PURPOSE OF THIS PROJECT IS TO DREDGE APPROXIMATELY 2,675 CUBIC YARDS OF

SEDIMENTS FROM THE INDIAN RIVER CHANNELS AND CANALS. ALL QUANTITIES ARE

APPROXIMATE, AND THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ESTIMATED

QUANTITIES PRIOR TO BIDDING.

2. ALL DREDGING ACTIVITY WILL MAINTAIN A MINIMUM 10' BUFFER FROM ALL DOCKS,

SEAWALLS, AND STRUCTURES. EXCEPTIONS FOR THE REDUCTION TO A 5' MINIMUM

BUFFER FROM STRUCTURES ARE EXPLICITLY LISTED IN THE BID DOCUMENTS, ON THE

BASIS OF INDIVIDUAL RESIDENT CONSENT, AND COUNTY APPROVAL. A 10' BUFFER FROM

MANGROVE TRUNKS AND PROP ROOTS SHALL BE OBSERVED DURING ALL DREDGING

ACTIVITIES.

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

ACCORDANCE WITH THE PERMITS, PLANS AND SPECIFICATIONS. NO WORK SHALL

OCCUR OUTSIDE OF THE PERMITTED WORK AREA IN ACCORDANCE WITH ISSUED

PERMITS.

4. THE CONTRACTOR WILL STRICTLY COMPLY WITH STANDARD MANATEE CONSTRUCTION

CONDITIONS FOR IN-WATER WORK (2011), BUFFERS FROM NATURAL RESOURCES, AND

ALL OTHER PERMIT CONDITIONS. A MINIMUM OF 50% OF THE WIDTH OF INTERIOR

RESIDENTIAL CANALS SHALL REMAIN OPEN AND UNIMPEDED AT ALL TIMES TO MAINTAIN

MANATEE INGRESS/EGRESS.

5. THE CONTRACTOR IS RESPONSIBLE FOR RESTORING ANY DISTURBED AREAS OF THE

OFFLOADING AREA, SHORELINE, UPLAND, AND TEMPORARY HANDLING AREA TO

ORIGINAL CONDITIONS WITHIN 48 HOURS OF PROJECT COMPLETION.

6. CONTRACTOR SHALL MAINTAIN EROSION CONTROL AND TURBIDITY CONTROL

MEASURES THROUGHOUT THE PROJECT IN CONFORMANCE WITH CONDITIONS FOR

TURBIDITY AND WATER QUALITY, AS SPECIFIED BY PERMIT CONDITIONS.

7. CONTRACTOR SHALL CONFORM TO ALL TURBIDITY SAMPLING, CONTINUOUS

MONITORING, AND REPORTING CONDITIONS PRESCRIBED BY THE FLORIDA

DEPARTMENT OF ENVIRONMENTAL PROTECTION.

8. BATHYMETRIC DATA AND VIBRACORE SAMPLES (APRIL 2021) COLLECTED BY LAND & SEA

SURVEYING CONCEPTS, INC. FOR THE DREDGE AREA HAVE BEEN INCORPORATED INTO

THIS DESIGN. INFORMATION DEPICTED WITHIN THESE PLANS REPRESENT THE EXISTING

CONDITIONS AT THE TIME OF DATA COLLECTION.

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

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

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

NAVD88 DATUM. THE AUTHORIZED PROJECT DREDGE ELEVATION IS -5.0' (MLW) WITH A

0.5' ALLOWANCE FOR OVERDREDGE. FINAL ELEVATIONS OF THE PROJECT AREA SHALL

NOT EXCEED -5.5' (MLW).

NOTICE:

THE INFORMATION IN THIS DOCUMENT WAS PREPARED BY WSP. WHILE WSP 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 WSP PERSONNEL AFTER THE DOCUMENT

LEAVES THE POSSESSION OF WSP. 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 WSP.

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.

2. THE FOLLOWING HORIZONTAL DREDGING LIMITS SHALL APPLY UNLESS AMENDED FOR A

SITE-SPECIFIC LOCATION IN WRITING BY THE COUNTY AND THE ENGINEER:

· ENDS OF CANALS: NO DREDGING SHALL OCCUR WITHIN 10 FEET OF THE SHORELINE

AT THE END OF ANY OF THE CANALS. THIS WOULD INCLUDE THE BRIDGE STRUCTURE

AT THE WEST END OF THE PROJECT AREA. THE CONTRACTOR IS RESPONSIBLE FOR

LOCATING THE BRIDGE FOOTINGS AND MAINTAINING A 10-FOOT SETBACK FROM THE

STRUCTURE AND FOUNDATION COMPONENTS THEREOF. THE CONTRACTOR SHALL

MATCH THE GRADE OF THE EXISTING BOAT RAMP AT THE EAST END OF THE PROJECT

AREA, AND CONTINUOUSLY GRADE SEDIMENTS TO MEET THE DREDGE TEMPLATE

BOTTOM ELEVATION. THE CONTRACTOR SHALL NOT DAMAGE OR UNDERMINE THE

BOAT RAMP IN ANY WAY.

· SEAWALLS ALONG CANALS: NO DREDGING SHALL OCCUR WITHIN 10 FEET OF ANY

SEAWALL DURING THE DREDGING PROJECT. IN CASES WHERE THE DREDGE

TEMPLATE SHOWS SIDE SLOPES WITHIN 10 FEET OF A SEAWALL, A BOX CUT LOCATED

10 FEET FROM THE SEAWALL MAY BE DONE NO DEEPER THAN THE DREDGE LIMIT.

· PILING AND BOAT SLIPS: NO DREDGING SHALL OCCUR WITHIN 10 FEET OF ANY FIXED

BOAT SLIP OR MOORING PILE DURING THE DREDGING PROJECT. IN CASES WHERE THE

DREDGE TEMPLATE SHOWS SIDE SLOPES WITHIN 10 FEET OF A BOAT SLIP OR

MOORING PILING ASSOCIATED WITH A BOAT SLIP A BOX CUT LOCATED 10 FEET FROM

THE BOAT SLIP OR MOORING PILING MAY BE DONE NO DEEPER THAN THE DREDGE

LIMIT.

· NATURAL RESOURCE: NO DREDGE SHALL OCCUR WITHIN 10 FEET OF MANGROVES OR

ANY OTHER IDENTIFIED NATURAL RESOURCE. THE LIMITS OF NATURAL RESOURCES

MAY DIFFER FROM WHAT IS SHOWN ON THE PLANS. THE HORIZONTAL LIMITS OF

DREDGING SHALL BE ADJUSTED TO MEET THE ACTUAL FIELD CONDITIONS AT THE TIME

OF DREDGING.

· THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT OF THE WORK PER THE

CONSTRUCTION PLANS. THE STAKE OUT SHALL INCLUDE LAYOUT OF THE PROJECT BY

PLACING VERTICAL STAKES OF BUOYS EVERY 50 FEET IN ALIGNMENT WITH THE

DREDGE FOOTPRINT TO PRESENT AN OUTLINE OF THE BOTTOM WIDTH OF THE

CHANNEL. THE CONTRACTOR MAY ELECT TO ONLY STAKE OUT A PORTION OF THE

PROJECT IN AREAS THE CREW IS ACTIVELY WORKING. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR MAINTAINING SUCH STAKING AS NECESSARY FOR COMPLETION OF

WORK. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RETRIEVE THE STAKES FROM

THE WATER UPON COMPLETION OF THE PROJECT.

· THE CONTRACTOR SHALL USE HYPACK© OR COMPARABLE SOFTWARE TO MAP THE

PROJECT AREA, AND CONTINUOUSLY MONITOR DREDGING COORDINATES AND

DEPTHS. THE CONTRACTOR IS RESPONSIBLE FOR ACCURATELY DREDGING WITH IN

THE TEMPLATE, AND MAINTAINING SETBACKS AS SPECIFIED IN CONSTRUCTION

DRAWINGS, SPECIFICATIONS, AND REGULATORY PERMITS.

OBSTRUCTION OF CHANNEL:

1. THE CONTRACTOR MAY TEMPORARILY CLOSE THE CANALS TO NAVIGATION, WITHIN

WHICH WORK IS ACTIVELY TAKING PLACE. THE CONTRACTOR SHALL ALLOW FOR THE

SAFE PASSAGE OF MANATEES AT ALL TIMES DURING CONSTRUCTION. OUTSIDE THE

TEMPORARILY CLOSE AREAS, IN CASES WHERE THE CONTRACTOR'S EQUIPMENT

OPERATION MAY OBSTRUCT NAVIGATION OR MAY ENDANGER THE PASSAGE OF

VESSELS, SAID EQUIPMENT OR OPERATION SHALL BE MOVED AS SOON AS PRACTICAL

ON THE APPROACH OF ANY VESSEL TO SUCH EXTENT AS MAY BE NECESSARY TO

AFFORD SAFE PASSAGE. OUTSIDE THE TEMPORARILY CLOSED AREAS, SCOW BARGES

SHALL BE SECURED IN A POSITION WHERE IT DOES NOT IMPEDE NAVIGATION OR

ACCESS TO NAVIGATIONAL CHANNELS, DOCKS, MOORINGS, OR OTHER WATERFRONT

PROPERTY.

2. WITHIN 48 HOURS OF COMPLETION OF THE WORK, THE CONTRACTOR SHALL PROMPTLY

REMOVE EQUIPMENT INCLUDING, MARKERS, BUOYS, SCOW BARGES, AND TURBIDITY

CURTAINS.

SITE CONDITIONS:

1. THE WORK IS LOCATED IN OR ADJACENT TO THE INDIAN RIVER, THEREFORE EXPOSED

TO WEATHER CONDITIONS WHICH AT TIMES MAY INCLUDE STORMS AND ROUGH SEA

CONDITIONS REQUIRING TEMPORARY SUSPENSION OF MARINE CONSTRUCTION

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

BY PASSING VESSELS. THE CONTRACTOR IS RESPONSIBLE FOR BEING FAMILIAR WITH

THESE CONDITIONS AND TO TAKE THEM UNDER CONSIDERATION.

2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE PRECAUTIONS TO ENSURE THAT

PARTIALLY COMPLETE WORK IS NOT SUBJECT TO DISPLACEMENT OR DAMAGE DUE TO

NATURAL SITE CONDITIONS OR VESSEL 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.

3. INFORMATION AND DATA FURNISHED OR REFERRED TO HEREIN IS PROVIDED 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 SEDIMENTS REMOVED FROM THE DREDGE TEMPLATE MUST BE TRANSPORTED

DIRECTLY TO THE DESIGNATED DMMA AS PER THE TECHNICAL SPECIFICATIONS AND

PLANS.

2. THE CONTRACTOR WILL COMPLY WITH ALL DMMA SITE PREPARATION SPECIFIED BY

REGULATORY PERMITS. THE CONTRACTOR WILL COMPLY WITH ALL TURBIDITY

MANAGEMENT AND MONITORING REQUIREMENTS SPECIFIED BY REGULATORY PERMITS

INCLUDING INSTALLATION AND MAINTENANCE OF TURBIDITY CURTAINS.

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

RESTORE THE DMMA TO PRE-CONSTRUCTION CONDITIONS.

4. PRIOR TO RESTORATION OF THE TEMPORARY HANDLING AND OFFLOADING AREA THE

CONTRACTOR SHALL MEET WITH THE COUNTY AND THE ENGINEER ON SITE TO DISCUSS

THE SPECIFICS OF SITE RESTORATION.

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

ATTN: (LNM)

TELEPHONE: (305) 415-6750

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, HANDLING AREAS, AND STAGING AREAS. ANY NATIVE VEGETATION OR

SEAGRASS OUTSIDE THE DREDGED TEMPLATE DAMAGED BY THE CONTRACTOR DURING

THE COURSE OF WORK SHALL BE RESTORED BY CONTRACTOR AT THE CONTRACTOR'S

EXPENSE.

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

CONSTRUCTION ACTIVITIES AS DESCRIBED BY THESE SPECIFICATIONS, THE

CONTRACTOR IS REQUIRED TO STRICTLY ADHERE TO THE FDEP, AND USACE PERMIT

STANDARD MANATEE CONSTRUCTION CONDITIONS FOR IN-WATER WORK (2011) WHICH

IDENTIFY SPECIFIC REQUIREMENTS FOR THE PROTECTION OF MANATEES.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION FLOATING TURBIDITY

BARRIERS AROUND THE DREDGE AREA AND ADHERING TO ALL TURBIDITY CONTROLS

AND MONITORING AS SPECIFIED BY REGULATORY PERMITS.

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.

2. COPIES OF ALL PREVIOUSLY OBTAINED PERMITS ARE INCLUDED WITH THE BID

DOCUMENTS.

3. A PERMIT MODIFICATION FOR THE EXISTING FDEP AND USACE PERMITS WILL BE

REQUIRED TO ACCOMMODATE ANY DEVIATIONS FROM AUTHORIZED DEWATERING

METHODS, DMMA, AND FINAL DISPOSAL LOCATION AUTHORIZED BY ISSUED PERMITS

(INCLUDING FEDERAL, STATE AND LOCAL PERMITS). THE CONTRACTOR IS RESPONSIBLE

FOR SECURING PERMIT MODIFICATIONS.

CONSTRUCTION NOTES:

1. THE CONTRACTOR WILL MAKE A DETERMINATION OF THE QUANTITIES OF WORK

REQUIRED TO COMPLETE THE CONSTRUCTION SHOWN ON THE PLANS. THE

CONTRACTOR WILL ALSO MAKE AN INDEPENDENT ASSESSMENT OF THE SITE AND

WORK REQUIRED PRIOR TO BIDDING AND ANY DISCREPANCIES, ERRORS OR

OMISSIONS, WILL BE BROUGHT TO THE ATTENTION OF THE COUNTY REPRESENTATIVE

BEFORE THE 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 THE ORIGINAL CONDITION 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,

SAMPLING, 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 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 BE RESTORED TO A CONDITION OF EQUAL TO, OR BETTER THAN EXISTING

CONDITIONS.

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 CONTRACTOR'S OPERATIONS.

13. 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 THE CONTRACTOR'S 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.

14. DEBRIS, SUCH AS STUMPS, ROCKS ROCK FRAGMENTS, ROOTS, LOGS, TRASH,

VEGETATION, ETC. AND ANY OTHER OBJECTS (EXCEPT ARCHEOLOGICAL OR

HISTORICAL 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.

15. 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.

16. 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 LAND OWNER AND COUNTY FOR APPROVAL.

17. SPECIAL MEASURES SHALL BE TAKEN TO PREVENT BILGE PUMP WASTE, OR EFFLUENT,

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

WATER.

18. 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.

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

LOCATION.

20. CONTRACTOR SHALL COORDINATE TEMPORARY REMOVAL AND REINSTALLATION OF

ALL AIDS TO NAVIGATION WITHIN DREDGE TEMPLATE WITH THE ASSET OWNER.

SAFETY NOTES:

1. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH 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. NO EQUIPMENT OR PERSONNEL MAY OCCUPY ANY LANDS OR EASEMENTS AT THE

DEWATERING AREA NOT SPECIFIED FOR USE BY THE COUNTY.

2. CONTRACTOR SHALL INSTALL A FDOT APPROVED SILT FENCE AND CONSTRUCTION

FENCING AROUND DMMA AREAS. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING

THIS FENCING AT ALL TIMES.

3. 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 SEDIMENT CONTROL MEASURES

DICTATED BY SPECIFICATIONS, CONTRACT DRAWINGS, AND PERMIT AUTHORIZATIONS.

TURBIDITY, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED UNTIL

THE COMPLETION OF WORK.

4. DEWATERING AREAS WILL BE PREPARED WITH 50-CUBIC YARD CAPACITY LINED

DUMPSTERS WHICH WILL ALLOW FOR THE SEDIMENTS TO DEWATER. THE DUMPSTERS

OF SEDIMENT WILL BE HAULED OFF FOR FINAL DISPOSAL. THE FINAL DISPOSAL SITE(S)

OF DREDGED MATERIALS MUST BE WHOLLY LOCATED WITHIN UPLANDS OR A

PERMITTED LANDFILL AUTHORIZED TO ACCEPT THE SUBJECT MATERIALS.

REV. #SHEET NUMBER:

IN CHARGE:

DESIGNED BY:

DATE:

DRAWN BY:

SHEET TITLE:

CHECKED BY:

APPROVEDDATENO.

WSP PROJECT No:

PROJECT:

REVISIONS

BY

US0043684.5677

F. DELORRIO

BREVARD COUNTY

NAVIGATION

DREDGING

BREVARD COUNTY

MAINTENANCE

ADDRESS

CITY, FLORIDA ZIP CODE

REF: ERP No. 05-286953-4, USACE IP No. 199702006

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L. LUMBARD

L. TORRES

LEAH G. TORRES, P.E.

FLORIDA P.E. LICENCE NO. 86641

WSP USA, INC.

550 Northlake Boulevard, Suite 1000

Altamonte Springs, FL 32701 Phone: 1.407.522.7570 www.wsp.com

07/02/2025

GENERAL NOTES

G-002

TO

DESIGNED BY:

DATE:

DRAWN BY:

SHEET TITLE:

CHECKED BY:

APPROVEDDATENO.

WSP PROJECT No:

PROJECT:

REVISIONS

BY

US0043684.5677

F. DELORRIO

BREVARD COUNTY

NAVIGATION

DREDGING

BREVARD COUNTY

MAINTENANCE

ADDRESS

CITY, FLORIDA ZIP CODE

REF: ERP No. 05-286953-4, USACE IP No. 199702006

L. LUMBARD

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INDIAN RIVER CHANNELS

& CANALS

L. LUMBARD

L. TORRES

LEAH G. TORRES, P.E.

FLORIDA P.E. LICENCE NO. 86641

WSP USA, INC.

550 Northlake Boulevard, Suite 1000

Altamonte Springs, FL 32701 Phone: 1.407.522.7570 www.wsp.com

07/02/2025

VICINITY MAP

G-003

N

S

W E

FLORIDA

SITE LOCATION

LEGEND:

APPROXIMATE PROJECT

AREA

RIVERSIDE

SITE LOCATION

Feet 0 100 200

DREDGE VOLUME ESTIMATE

INDIAN RIVER CHANNELS & CANALS

DREGE AREA DESCRIPTION LENGTH (FT) AREA (SF) AREA (ACRES) DREDGE VOLUME (CY)

PHASE 1 RIVERSIDE 480 12000 0.28 2675

-4

-4

-4

-4

-5

-6

-4

-4

-4

-4

-4

-4-4

-4

-4

-4

-4

-4

-4

-4

-3

-3

-3

-3

-3

-3

-4

-3

-3

-3

-3

-3

-3

-3

-2

-2

-3

0+00

1+002+003+004+00

-3-3

-3

-3 -2

-2

-2

-2

-2

-2

REV. #SHEET NUMBER:

IN CHARGE:

DESIGNED BY:

DATE:

DRAWN BY:

SHEET TITLE:

CHECKED BY:

APPROVEDDATENO.

WSP PROJECT No:

PROJECT:

REVISIONS

BY

US0043684.5677

F. DELORRIO

BREVARD COUNTY

NAVIGATION

DREDGING

BREVARD COUNTY

MAINTENANCE

ADDRESS

CITY, FLORIDA ZIP CODE

REF: ERP No. 05-286953-4, USACE IP No. 199702006

L. LUMBARD

P R

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: 6

5.

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& CANALS

L. LUMBARD

L. TORRES

LEAH G. TORRES, P.E.

FLORIDA P.E. LICENCE NO. 86641

WSP USA, INC.

550 Northlake Boulevard, Suite 1000

Altamonte Springs, FL 32701 Phone: 1.407.522.7570 www.wsp.com

07/02/2025

EXISTING

SITE PLAN

RIVERSIDE

C-101

N

S

W E

LEGEND:

CONTOUR ELEVATIONS

PROPOSED DREDGE

LIMITS

-2

Scale: 1":100'

EXISTING PROJECT AREA - RIVERSIDE1

APPROXIMATE PROJECT

AREA

E C T I O N

S E C T I O N

S E C T I O N

0SE

CT

IO

N 3+ .0

10-FOOT BUFFER FROM

BRIDGE FOOTINGS

GRADE SLOPE

(MATCHING RAMP GRADE)

TO MEET DREDGE BOTTOM

ELEVATION

4+9

0+00

1+002+003+004+00

REV. #SHEET NUMBER:

IN CHARGE:

DESIGNED BY:

DATE:

DRAWN BY:

SHEET TITLE:

CHECKED BY:

APPROVEDDATENO.

WSP PROJECT No:

PROJECT:

REVISIONS

BY

US0043684.5677

F. DELORRIO

BREVARD COUNTY

NAVIGATION

DREDGING

BREVARD COUNTY

MAINTENANCE

ADDRESS

CITY, FLORIDA ZIP CODE

REF: ERP No. 05-286953-4, USACE IP No. 199702006

L. LUMBARD

P R

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C T

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M B

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: 6

5.

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C

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, L an ce

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P ro po se dS ite

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, F

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IA

INDIAN RIVER CHANNELS

& CANALS

L. LUMBARD

L. TORRES

LEAH G. TORRES, P.E.

FLORIDA P.E. LICENCE NO. 86641

WSP USA, INC.

550 Northlake Boulevard, Suite 1000

Altamonte Springs, FL 32701 Phone: 1.407.522.7570 www.wsp.com

07/02/2025

PROPOSED

SITE PLAN

RIVERSIDE

C-102

LEGEND:

DREDGE CENTERLINE

NOTES:

1. NO DREDGING SHALL OCCUR WITHIN 10 FEET OF EXISTING STRUCTURES (SEE SHEET G-002, GENERAL NOTE NO.2).

2. FINAL SIDE SLOPES SHALL NOT EXCEED A MAXIMUM SLOPE OF 2H:1V (SEE SHEET G-002 LAYOUT OF WORK, NOTE NO. 2 FOR

EXCEPTIONS).

3. CONTRACTOR SHALL MAINTAIN 10-FOOT SETBACKS FROM ALL NATURAL RESOURCES INCLUDING, BUT NOT LIMITED TO, MANGROVES AND SEAGRASS.

4. NATURAL RESOURCES SHOWN REPRESENT THE CONDITION OF THE SITE AT THE TIME OF SURVEY.

5. THE DREDGE TEMPLATE IS DEPICTED CONCEPTUALLY. THE CONTRACTOR SHALL VERIFY DISTANCES FROM STRUCTURES IN

THE FIELD TO COMPLY WITH MINIMUM SETBACKS FROM STRUCTURES. SETBACKS DEFINED IN WRITING, GOVERN.

Scale: 1":20'

PROPOSED PROJECT AREA - RIVERSIDE1

PROPOSED DREDGE TEMPLATE

SEDIMENT REMOVAL AREA

INDIAN RIVER CHANNELS & CANALS DESIGN DREDGE

BOTTOM ELEVATION

DESCRIPTION

VERTICAL DATUM*

MLW NAVD88

DESIGN DREDGE ELEVATION (FT.) -5 -5.73

NOAA PINEDA, INDIAN RIVER - TIDAL STATION No. 8721749

N

W E

DESIGNED BY:

DATE:

DRAWN BY:

SHEET TITLE:

CHECKED BY:

APPROVEDDATENO.

WSP PROJECT No:

PROJECT:

REVISIONS

BY

US0043684.5677

F. DELORRIO

BREVARD COUNTY

NAVIGATION

DREDGING

BREVARD COUNTY

MAINTENANCE

ADDRESS

CITY, FLORIDA ZIP CODE

REF: ERP No. 05-286953-4, USACE IP No. 199702006

L. LUMBARD

P R

O

JE

C T

N U

M B

E R

: 6

5.

.0

C

IT

Y : T

A M

P A

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/2 3/

:3

A W

N B

Y : D

E

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, F

LO

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C

IA

INDIAN RIVER CHANNELS

& CANALS

L. LUMBARD

L. TORRES

LEAH G. TORRES, P.E.

FLORIDA P.E. LICENCE NO. 86641

WSP USA, INC.

550 Northlake Boulevard, Suite 1000

Altamonte Springs, FL 32701 Phone: 1.407.522.7570 www.wsp.com

07/02/2025

DREDGE

MATERIAL

MANAGEMENT

PLAN

C-103

LEGEND:

APPROXIMATE OFFLOADING

AND DMMA LIMITS

Scale: 1":10'

RIVERSIDE DMMA1

50 YD DUMPSTER

50 YD. ROLL-OFF DUMPSTER

(SEE DETAILS @ SHEET-C-502)

N

W E

EL

EV

AT

IO

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T.

, N

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D

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EV

AT

IO

N (F

T.

, N

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D

C/L

STA 4+00.00

-8

-7

-6

-5

-4

-3

-2

-1

-8

-7

-6

-5

-4

-3

-2

-1

0 10 200-10-20

EL

EV

AT

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T.

, N

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D

EL

EV

AT

IO

N (F

T.

, N

AV

D

C/L

STA 1+00.00

-8

-7

-6

-5

-4

-3

-2

-1

-8

-7

-6

-5

-4

-3

-2

-1

0 10 200-10-20

EL

EV

AT

IO

N (F

T.

, N

AV

D

EL

EV

AT

IO

N (F

T.

, N

AV

D

C/L

STA 2+00.00

-8

-7

-6

-5

-4

-3

-2

-1

-8

-7

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0 10 200-10-20

EL

EV

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N (F

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C/L

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-8

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-6

-5

-4

-3

-2

-1

-8

-7

-6

-5

-4

-3

-2

-1

0 10 200-10-20

PROPOSED

SEDIMENT

REMOVAL

EXISTING

GRADE

PROPOSED

SEDIMENT

REMOVAL

EXISTING

GRADE

PROPOSED

SEDIMENT

REMOVAL

EXISTING

GRADE

PROPOSED

SEDIMENT

REMOVAL

EXISTING

GRADE

REV. #SHEET NUMBER:

IN CHARGE:

DESIGNED BY:

DATE:

DRAWN BY:

SHEET TITLE:

CHECKED BY:

APPROVEDDATENO.

WSP PROJECT No:

PROJECT:

REVISIONS

BY

US0043684.5677

F. DELORRIO

BREVARD COUNTY

NAVIGATION

DREDGING

BREVARD COUNTY

MAINTENANCE

ADDRESS

CITY, FLORIDA ZIP CODE

REF: ERP No. 05-286953-4, USACE IP No. 199702006

L. LUMBARD

P R

O

JE

C T

N U

M B

E R

: 6

5.

.0

C

IT

Y : T

A M

P A

C :\U se rs

\U S

FD

\W S

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, L an ce

.0

B re va rd C ou nt y In di an

R iv er C an al

_C ha nn el s\ B id S et

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P ro po se dS ite

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LA

Y

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: 7 /2

/2

5:

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: 7 /2

3/

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: D E

LO

R

R

IO

, F

LO

R E

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IA

INDIAN RIVER CHANNELS

& CANALS

L. LUMBARD

L. TORRES

LEAH G. TORRES, P.E.

FLORIDA P.E. LICENCE NO. 86641

WSP USA, INC.

550 Northlake Boulevard, Suite 1000

Altamonte Springs, FL 32701 Phone: 1.407.522.7570 www.wsp.com

07/02/2025

CROSS SECTIONS

RIVERSIDE

C-301

CANAL SECTION 1+00.001

CANAL SECTION 2+00.002

LEGEND:

EXISTING GRADE

PROPOSED DREDGE TEMPLATE

PROPOSED SEDIMENT REMOVAL

NOTE:

1. ALL ELEVATIONS SHOWN REFERENCE

NAVD88 DATUM.

2. FOR CONVERSION BETWEEN MLW TO

NAVD88 DATUM, SEE SHEETS C-102.

3. ALL CROSS-SECTIONS SHOW DREDGE

DEPTHS OF -5.0' (MLW).

CANAL SECTION 3+00.003

CANAL SECTION 4+00.004

6" MIN

4'

16" MIN

Flow

Straw Bale

Flow

4" D ee p

Ve rti ca l F ac e

Stake

2 Re-Bars, Steel Pickets Or 2"x 2" Stakes Driven 1.5 Ft. To 2 Ft. Into Ground. Drive Stakes Flush With Bales.

Bound Bales Placed On Contour.

Angle First Stake Toward Previously Laid Bale

ANCHORING DETAIL

BEDDING DETAIL

STAKED TURBIDITY BARRIER

FLOATING TURBIDITY BARRIERS

TYPE II TYPE I

NOTICE:

COMPONENTS OF TYPES I AND II MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE USER. SUBSTITUTIONS FOR TYPES I AND II SHALL BE AS APPROVED BY THE ENGINEER.

D¹ = 5' STD. (SINGLE PANEL FOR DEPTHS 5' OR LESS).

D² = 5' STD. (ADDITIONAL PANEL FOR DEPTHS >5' ).

CURTAIN TO REACH BOTTOM UP TO DEPTHS OF 10 FEET. TWO

(2) PANELS TO BE USED FOR DEPTHS GREATER THAN 10 FEET

UNLESS SPECIAL DEPTH CURTAINS ARE SPECIFICALLY CALLED

FOR IN THE PLANS OR AS DETERMINED BY THE ENGINEER.

x x xx xx xxxx xxxx x x x x x x x x xxxx xxxx xxxxx xxxxx x x x x x

10'-0" MAX

24'-0" W

IDE GATE

x x x x x x x x x x x x x x x x x x x x x

FORKED

TYPE LATCH

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

MESH WIRE

GALV. 2"

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xx x x xx x x x x x x x x x x x x x x x x x x x x x x x x x x xxx xxx xxx xxx x x xx x xx xx

10'-0" MAX.

6' -0

3'

-0

6" 6" 3'

-0

TENSION

WIRE

w/PADLOCK

EYE

CENTER DROP

12"10"

CORNER

POST

LINEPOST

LINE POST W/

(SEE NOTE 2)

FOOTING (TYP.)

CORNER/PULL POST W/FOOTING (TYP.)

(SEE NOTE 1)

CONCRETE FOOTINGS

AS REQUIRED

DOME FOR

DRAINAGE (TYP.)

GATE POSTS (TYP. AT

CORNERS AND AS PULL

POST, ie EVERY FIFTH

POST OF STRAIGHT RUN

OF FENCE)

GALVANIZED

BARBED WIRE

REV. #SHEET NUMBER:

IN CHARGE:

DESIGNED BY:

DATE:

DRAWN BY:

SHEET TITLE:

CHECKED BY:

APPROVEDDATENO.

WSP PROJECT No:

PROJECT:

REVISIONS

BY

US0043684.5677

F. DELORRIO

BREVARD COUNTY

NAVIGATION

DREDGING

BREVARD COUNTY

MAINTENANCE

ADDRESS

CITY, FLORIDA ZIP CODE

REF: ERP No. 05-286953-4, USACE IP No. 199702006

L. LUMBARD

P R

O

JE

C T

N U

M B

E R

: 6

5.

.0

C

IT

Y : T

A M

P A

C :\U se rs

\U S

FD

\W S

P O

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, L an ce

.0

B re va rd C ou nt y In di an

R iv er C an al

_C ha nn el s\ B id S et

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C _N av D re dg in g-

E ro si on

C on tr ol

D et ai ls

.d w g L

A Y

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-5

V

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: 7 /2

/2

5:

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: 7 /2

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A

W N

B Y

: D E

LO

R

R

IO

, F

LO

R E

N C

IA

INDIAN RIVER CHANNELS

& CANALS

L. LUMBARD

L. TORRES

LEAH G. TORRES, P.E.

FLORIDA P.E. LICENCE NO. 86641

WSP USA, INC.

550 Northlake Boulevard, Suite 1000

Altamonte Springs, FL 32701 Phone: 1.407.522.7570 www.wsp.com

07/02/2025

Not To Scale

TYPICAL HAY/STAW BALE DETAIL3

Not To Scale

TYPICAL SILT FENCE DETAIL1 Not To Scale

TURBIDITY BARRIERS DETAIL2

Not To Scale

TYPICAL FENCE / GATE DETAIL4

EROSION

CONTROL DETAILS

C-501

DESIGNED BY:

DATE:

DRAWN BY:

SHEET TITLE:

CHECKED BY:

APPROVEDDATENO.

WSP PROJECT No:

PROJECT:

REVISIONS

BY

US0043684.5677

F. DELORRIO

BREVARD COUNTY

NAVIGATION

DREDGING

BREVARD COUNTY

MAINTENANCE

ADDRESS

CITY, FLORIDA ZIP CODE

REF: ERP No. 05-286953-4, USACE IP No. 199702006

L. LUMBARD

P R

O

JE

C T

N U

M B

E R

: 6

5.

.0

C

IT

Y : T

A M

P A

C :\U se rs

\U S

FD

\W S

P O

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Lu m ba rd

, L an ce

.0

B re va rd C ou nt y In di an

R iv er C an al

_C ha nn el s\ B id S et

\IR

C _N av D re dg in g-

M an ag em en tP la nD et ai ls .d w g

L A

Y O

U T:

C -5

V E

D : 7

/2 /2

5:

TS

TY

LE

TA

B

LE

P

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E

D : 7

/2 3/

:4

A W

N B

Y : D

E

LO

R R

IO

, F

LO

R

E N

C

IA

INDIAN RIVER CHANNELS

& CANALS

L. LUMBARD

L. TORRES

LEAH G. TORRES, P.E.

FLORIDA P.E. LICENCE NO. 86641

WSP USA, INC.

550 Northlake Boulevard, Suite 1000

Altamonte Springs, FL 32701 Phone: 1.407.522.7570 www.wsp.com

07/02/2025

DUMPSTER

DETAILS

C-502

Not To Scale

50 Yd. DUMPSTER DIMENSIONS2Not To Scale

DUMPSTER TRUCK1