PUR-RFP-15-10 Addendum 1 Final - Port Canaveral Inland Logistics Center (ILA) Minor Sitework &...

ADDENDUM 1/PAGE 1 OF 4

ADDENDUM 1 FOR

SR-524 Inland Logistics Center (ILA) Minor Sitework & Material Transport for the CANAVERAL PORT AUTHORITY

PUR-RFP-15-10

JULY 17, 2015 This addendum is issued as part of the Bidding Documents for the above described project. The changes incorporated in this addendum shall be considered as a part of the documents and shall supersede, amend, add to, clarify, or subtract from those conditions shown in the original documents. The bidder shall take care to coordinate modifications herein with all trades and disciplines related to the work. The Bidder shall acknowledge receipt of this addendum on the Bid Form by addendum number and date. Failure to do so may subject Bidder to disqualification. SENT VIA HIGHTAIL – 32 PAGES TOTAL (including attachments) ________________________________________(NAME OF YOUR COMPANY) NOTE: PLEASE SIGN_______________________________AND RETURN THIS FIRST SHEET ONLY VIA E-MAIL OR FAX to KAREN PAPPAS. [email protected] or (321) 783-3522 Fax THIS VERIFIES THAT YOU HAVE RECEIVED THE ADDENDUM. GENERAL 1. THE PROPOSAL SUBMISSION DATE REMAINS JULY 27, 2015 at 2:00 PM (EDT).

SPECIFICATIONS 1. See the attached standard general conditions applicable to this contract. 2. See the attached revised Requests for Proposals sheet. 3. See the attached revised Proposal Bid Form DRAWINGS 1. Revised drawings are included in this addendum which changes the haul route from the Port

property in Cape Canaveral to the SR-524 ILC site. SR-524 between Industry Road and Cox Road is prohibited to be used by trucks. This applies to empty return trips as well as full delivery trips.

2. Up to four (4) potential donor sites have been identified at Port Canaveral. The Contractor must include costs for clearing and grubbing, NPDES permitting, SWPPP BMP controls, and vegetative restoration at all four donor sites.

QUESTIONS AND RESPONSES: 1. CIF-001: Is their any work associated on the loading end like seeding, sodding, bmp's etc

after the end of each contract? RESPONSE: Yes, Contractor is responsible for obtaining and complying with NPDES Permit, including the installation and maintenance of ALL BMPs required by construction and material

SR-524 Inland Logistics Center (ILA) Minor Sitework & Material Transport PUR-RFP-15-10


haul efforts at both the recipient site and the four potential donor sites at Port Canaveral. Restoration of vegetative cover in all disturbed areas at both the recipient site and the four (4) potential donor site(s) is a requirement.

2. CIF-002: Since the contract duration is 2 years and it is a probability that the second phase of the material transport won't be contracted right after the completion of phase 1, are we responsible for the maintenance and monitoring of the BMP's until both contracts are complete? RESPONSE: Contractor is responsible for complying with all conditions of the NPDES Permit for the full length of the contract.

3. CIF-003: If any vegetation is present on the existing stockpile at the cape do we need to separate the vegetation or can it all be loaded at once? RESPONSE: Organics will need to be separated and disposed over by the contractor at the SR-524 ILC recipient site and at the four (4) Port Canaveral donor site(s).

4. CIF-004: What is the engineers value of this project? RESPONSE: No engineer’s estimate has been performed.

5. CIF-005: Is a bid bond/P&P bond required? RESPONSE: Yes, see attached standard general conditions

6. CIF-006: Will liquidated damages be assessed if phase 1 is not complete within the 5 month time frame? If so what are the LD's per day? RESPONSE: The contract does not include a liquidated damages clause. However, the Bidder’s schedule required at the time of proposal submission should be realistic and based on the required number of trucks and turn around trips to complete as stated. The Bidder’s Schedule, Methodology and Equipment represents 30/100 points in the evaluation.

7. CIF-007: Are there any qualification requirements for the 3rd party company/personnel? RESPONSE:

8. CIF-008: Do we need to supply a site specific health & safety plan? If so, one at each location? RESPONSE: Yes

9. CIF-009: The SWPPP that was supplied with the bid specifications was not signed, will you be supplying a signed version for permitting? RESPONSE: The SWPPP plan is provided for use by the site contractor. The successful bidder will be required to apply for and obtain the NPDES permit.

10. CIF-010: Do we need to utilize Davis Bacon Wages? RESPONSE: No.

11. CIF-011: What do you want to do with the spoils from the swale that gets excavated? On the stockpile or dispose of off-site? RESPONSE: Muck and other unsuitable material (including organics) will need to be hauled offsite.

12. CIF-012: What line item do you want the cost for the dewatering and temporary impoundment basin to go, if needed? RESPONSE: Line Item 5: SWPPP Erosion Control Setup, Maintenance and Monitoring



13. CIF-013: What line item do you want the clearing & grubbing cost?

RESPONSE: Line Item 5: SWPPP Erosion Control Setup, Maintenance and Monitoring

14. CIF-014: Do we need to include clearing & grubbing at the Port location? RESPONSE: Yes at all four (4) potential sites.

15. CIF-015: On drawing C201 it states to protect/avoid foraging areas. Do you want silt fence around those (2) areas? RESPONSE: Silt fence is required around the stockpile. Lath with colored flagging placed on maximum 50’ spacing shall be used to mark the foraging areas.

16. CIF-016: Do we need to include a concrete apron & aggregate at the Port location? RESPONSE: A sediment tracking prevention area will be required at the four (4) donor sites at Port Canaveral. The Contractor will be required to maintain clean roadways in both locations and maintain good housekeeping practices throughout the contract.

17. CIF-017: Will the access road and concrete apron be left in-place upon completion of the project ? RESPONSE: Improvement in the FDOT SR-524 ROW will need to be restored to existing condition and sodded. The onsite access road can be left in place.

18. CIF-018: Will we be able to adjust our fuel cost if the fuel prices go up based on the FDOT fuel index? RESPONSE: Unit price adjustments will not be allowed during the duration of the contract.

19. CIF-019: Do you have specific work hours and work days that we can start loading & dumping? RESPONSE: No specific work hours or days are advertised with this project. Contractor should note that the haul route has been revised. Truck Routes will require use of I-95 and SR-528 to and from Port Canaveral to the ILC. The use of SR-524 from Industry Road to Cox road is prohibited for this project.

20. CIF-020: Is there a certain number of weather related delay days that you want everyone to incorporated into the bids? RESPONSE: The NOAA National Center for Environmental Information website: http://www.ncdc.noaa.gov/ will be used to establish historical (30-year) average rain days for each month of work. The contractor should anticipate the historical average monthly rain days in their bid schedule.

21. CIF-021: Can you confirm that a State Licensed General Contractor is required to bid this project? The Request for Proposal page mentions this but on page 002116-5 under D. Insurance/License Requirements it states that “Bidders must be properly licensed as a contractor to conduct business in the State of Florida”. RESPONSE: The language in the Request for Proposal document has been revised as follows: “The Canaveral Port Authority is seeking proposals from qualified Licensed Contractors for SR-524 Inland Logistics Center…” Bidders must be properly licensed as a contractor to conduct business in the State of Florida; however, do not necessarily need to be a Licensed General Contractor.



END OF ADDENDUM #1 Issued via Hightail (f/k/a U-Send-It)

by authority of the Canaveral Port Authority

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SR524 & I-95TRANSPORT & STOCKPILING

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NOTICEThe information in this document was prepared by ATKINS, Inc. While ATKINS has taken allreasonable steps to assure the accuracy of the information contained in this document, itcannot guarantee that changes or alterations to this document will not be made by personsother than ATKINS personnel after the document leaves the possession of ATKINS. Changesor 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 madedirectly with ATKINS.

This document must be compared to the original hard copy, with certified raised seal ifapplicable, in order to insure the accuracy of the information contained therein and to furtherinsure that no changes, alterations or modifications have been made to the document. Noreliance should ever be made on a documentation transmitted or reviewed by computer orother electronic means unless it is first compared to the original. ATKINS makes nowarranties, express or implied, concerning the accuracy of the information contained in anydocument transmitted or reviewed by computer or other electronic means.

LOCAL OFFICE:7175 MURRELL ROADMELBOURNE, FL 32940TEL. 321.242.4942FAX. 321.242.6101

CORPORATE OFFICE:4030 W. BOY SCOUT BLVDTAMPA, FLORIDA 33607FBPR CERTIFICATE OFAUTHORIZATION NO.24

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Cocoa, FloridaCanaveral Port Authority

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SR 524 & I-95 TRANSPORT & STOCKPILINGCONSTRUCTION PLANS

OWNER:CANAVERAL PORT AUTHORITY445 CHALLENGER ROADCAPE CANAVERAL, FL 32920PHONE: (321) 783-7831FAX: (321) 783-1063

INDEX OF DRAWINGS

SHEET DESCRIPTION

CIVIL ENGINEER:ATKINS7175 MURRELL ROADMELBOURNE, FL 32940PHONE: (321) 242-4942FAX: (321) 242-6101

NOTICE TO CONTRACTOR:PLANS HAVE BEEN PREPARED WITH THE BEST INFORMATIONAVAILABLE TO DATE. CONTRACTOR MUST COORDINATE WITHCIVIL ENGINEER ON PLAN MODIFICATIONS SUBSEQUENT TODATE OF ISSUE.CONTRACTOR MUST READ ALL NOTES ANDDETAILS DURING BID AND PRIOR TO ACCEPTING PLANS FORCONSTRUCTION.

C001C002C101C201C202C600C601C602C603

COVER SHEETGENERAL NOTESLOGISTICS PLANEXISTING CONDITIONS AND SITE PLANGRADING AND STORMWATER PREVENTION PROTECTION PLANSTORMWATER POLLUTION PREVENTION DETAILSSTORMWATER POLLUTION PREVENTION CONTRACTOR'S REQUIREMENTSCONSTRUCTION DETAILSMAINTENANCE OF TRAFFIC DETAILS

PROJECT SURVEYOR:BUSSEN-MAYER ENGINEERING GROUP100 PARNELL ST., SUITE AMERRITT ISLAND, FL 32953PHONE: (321) 453-0010FAX: (321) 454-6885http://www.bmeg.net

CPA P.O. # P16693

VICINITY MAP

PERMITS - FDOT TEMPORARY DRIVEWAY, EXEMPTION AND/OR GENERAL USE- FDEP NOI-NPDES (BY CONTRACTOR)- SJRWMD ERP- CITY OF COCOA LAND CLEARING PERMIT

APPROXIMATEWORK PLAN LOCATION

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GENERAL NOTES

GENERAL STATEMENT

THIS SET OF PLANS REPRESENTS A DESIGN PACKAGE FOR GRADING, STOCKPILING AND FILL IMPORT ON THE CPA OWNED PROPERTYAREA NEAR THE INTERSECTION OF SR524 ANDI-95 IN COCOA, FLORIDA. THE LAND CLEARING WILL BE REQUIRED TO DEPOSIT FILL.

STORWATER MANAGEMENT WILL BE CONDUCTED BY BEST MANAGEMENT PRACTICES TO CONTROL EROSION, SEDIMENTATION, ANDRUNOFF.

NO UTILITIES ARE PROPOSED. NO BUILDINGS ARE PROPOSED.

THE PROJECT SITE IS LOCATED IN TOWNSHIP 24, RANGE 35, SECTION 23, WITHIN BREVARD COUNTY, COCOA, FLORIDA. ACCORDING TOTHE BREVARD COUNTY PROPERTY APPRAISER THE ADDRESS IS 4555 & 4565 SR 524, COCOA, FL 32926.

GENERAL NOTES AND DEMOLITION

1. THE ARRANGEMENT OF DRAWINGS AND/OR THE ORGANIZATION OF THE SPECIFICATIONS INTO DIVISIONS, SECTIONS ANDARTICLES ARE FOR CLARITY ONLY AND SHALL NOT CONTROL THE CONTRACTOR IN DIVIDING THE WORK AMONGSUBCONTRACTORS OR IN ESTABLISHING THE EXTENT OF WORK TO BE PERFORMED BY ANY TRADE. THE CONTRACTOR MAYSUBCONTRACT THE WORK IN SUCH DIVISIONS AS HE SEES FIT AND HE IS ULTIMATELY RESPONSIBLE FOR FURNISHING ALL WORKSHOWN ON THE DRAWINGS AND/OR IN THE SPECIFICATIONS.

2. IN THE EVENT OF INCONSISTENCIES BETWEEN PARTS OF THE CONTRACT DOCUMENTS OR BETWEEN THE CONTRACT DOCUMENTSAND APPLICABLE STANDARDS, CODES AND ORDINANCES, THE CONTRACTOR SHALL: (1) PROVIDE THE BETTER QUALITY AND/ORGREATER QUANTITY OF WORK; OR (2) COMPLY WITH THE MORE STRINGENT REQUIREMENT: EITHER OR BOTH IN ACCORDANCEWITH THE ENGINEER'S INTERPRETATION. TECHNICAL SPECIFICATIONS TAKE PRIORITY OVER GENERAL SPECIFICATIONS ANDDETAIL DRAWINGS TAKE PRECEDENCE OVER GENERAL DRAWINGS. ANY WORK SHOWN ON ONE DRAWING SHALL BE CONSTRUEDTO BE SHOWN IN ALL DRAWINGS AND THE CONTRACTOR WILL COORDINATE THE WORK AND THE DRAWINGS. IF ANY PORTION OFTHE CONTRACT DOCUMENT SHALL BE IN CONFLICT WITH ANY OTHER PORTION, THE VARIOUS DOCUMENTS COMPRISING THECONTRACT DOCUMENTS SHALL GOVERN IN THE FOLLOWING ORDER OF PRECEDENCE: THE OWNER CONTRACTOR AGREEMENT;MODIFICATIONS; ADDENDA; AND SUPPLEMENTARY CONDITIONS; THE GENERAL CONDITIONS; THE SPECIFICATIONS; THEDRAWINGS; AS BETWEEN SCHEDULES AND INFORMATION GIVEN ON DRAWINGS, THE SCHEDULES SHALL GOVERN; AS BETWEENFIGURES GIVEN ON DRAWINGS AND THE SCALED MEASUREMENTS, THE FIGURES SHALL GOVERN; AS BETWEEN LARGE-SCALEDRAWINGS AND SMALL SCALE DRAWINGS, THE LARGER SCALE SHALL GOVERN. ANY SUCH CONFLICT OR INCONSISTENCYBETWEEN OR IN THE DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER WHOSE DECISION THEREON SHALL BE FINAL ANDCONCLUSIVE.

3. WORK SHALL BE IN ACCORDANCE WITH CANAVERAL PORT AUTHORITY (CPA) AND CITY OF COCOA RULES AND REGULATIONS. CPASTAFF SHALL BE THE REGULATORY AGENCIES POINT OF CONTACT TO VERIFY NECESSARY PERMIT CONDITIONS WITH, BUT NOTLIMITED TO, FDEP WATER/STORMWATER/SEWER, CITY OF COCOA, BREVARD COUNTY, SJWMD, AND EPA STANDARDS.CONTRACTOR SHALL KEEP A COPY ONSITE OF ALL PROJECT PERMITS AND SIGNED AND SEALED DRAWINGS.

4. BACKGROUND AERIAL AND TOPOGRAPHIC CONTOUR ELEVATIONS HAVE BEEN OBTAINED BY FDOT 2012 AERIAL IMAGERY ANDSJRWMD 2012 SHAPE FILES (LIDAR TRANSLATION), RESPECTIVELY.

5. EXCEPT WHERE THE PLANS AND SPECIFICATIONS PROVIDE THAT SUCH WORK SHALL BE PERFORMED UNDER THE CONTRACT FORTHIS PROJECT, ALL UTILITIES INTERFERING WITH CONSTRUCTION SHALL BE REMOVED OR ADJUSTED BY THEIR OWNERS AT THEIREXPENSE. THE CONTRACTOR SHALL ARRANGE HIS SCHEDULE TO ALLOW UTILITY OWNERS TIME FOR THE NECESSARYRELOCATION AND ADJUSTMENT OF UTILITIES AND RELATED STRUCTURES.

6. MATERIALS INTERFERING WITH CONSTRUCTION AND ABANDONED UTILITY LINES, PIPES, STRUCTURES, AND OTHERSUBTERRANEAN OBJECTS SHALL BE REMOVED. ALL MATERIALS NOT CLAIMED BY THE OWNER SHALL BECOME THE PROPERTY OFTHE CONTRACTOR AND SHALL BE DISPOSED OF IN A LEGAL MANNER.

7. ALL EXISTING AND PROPOSED UTILITY AND STORM WATER STRUCTURES WHOSE TOPS WILL BE EXPOSED WITHIN UNPAVED AREASSUBJECT TO VEHICULAR, BICYCLE, OR PEDESTRIAN TRAFFIC SHALL BE ADJUSTED SO THAT THE TOP SURFACE OF COVERS ORFRAMES SHALL BE NO MORE THAN AN 0.5 INCH ABOVE FINISHED GRADE, UNLESS OTHERWISE SPECIFIED ON THESE PLANS.WHERE SOD IS APPLIED, FINISHED GRADE SHALL BE NOMINAL HEIGHT OF GRASS AFTER SOD IS FIRMLY PLACED.

8. THE INDICATED LOCATION OF UNDERGROUND UTILITIES, STRUCTURES AND FACILITIES IS APPROXIMATE AND REFLECTS THE BESTINFORMATION AVAILABLE FROM SURVEYS AND RECORDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE ACTUALLOCATION AND EXTENT OF UNDERGROUND FACILITIES AND NOTIFY OWNER & ENGINEER WITH ANY DISCREPRANCIES PRIOR TOPROCEEDING WITH ANY CONSTRUCTION ACTIVITY WHICH MAY AFFECT SUCH FACILITIES. ADDITIONAL BURIED UTILITIES MAY BEENCOUNTERED.

9. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UTILITIES AND COORDINATING WITH THEAPPROPRIATE UTILITY AUTHORITIES BEFORE CONSTRUCTION COMMENCES. CONTRACTOR MUST CALL SUNSHINE STATE ONECALL (OR PRIVATE LOCATER) FOR UTILITY LOCATES 48 HOURS PRIOR TO CONSTRUCTION AT 1-800-432-4770. ANY UTILITYCONFLICTS SHALL BE REPORTED TO THE ENGINEER AND RESOLVED PRIOR TO CONSTRUCTION.

10. THE APPROPRIATE UTILITIES CONTACTS ARE:- SUNSHINE ONE: (800) 432-4770- AT&T, BRYAN COUGHLIN, 7747 ELLIS RD, MELBOURNE, FL 32904, (321) 723-8040- AT&T LOCAL: 712 FLORIDA AVENUE, COCOA, FL, 32922 TELEPHONE: (321) 690-6002- ELECTRIC - FPL,PAM DIAZ,270 PIONEER ROAD, MERRITT ISLAND, FL 32953, TELEPHONE: (321)726-4801- CITY OF COCOA WATER/SEWER DEPT, PEGGY TURNER, 351 SHEARER BLVD., COCOA, FL 32922 TELEPHONE: (321) 433-8730- FLORIDA CITY GAS, RON MULLER, 4180 S US1, ROCKLEDGE, FL 32955, (321) 638-3424- FDOT, DEBRA SJOBERG, DISTRICT 5 STRUCTURES, (386) 740-3405- FDOT, BREVARD OPERATIONS, JACK WEST, 555 CAMP ROAD, COCOA, FL 32927 TELEPHONE: (321) 634-6065- FLORIDA POWER & LIGHT DISTRIBUTION, TRACY STERN, 2900 CATHERINE STREET, PALATKA, FL 32177, (800) 868-9554- FLORIDA POWER & LIGHT DISTRIBUTION, SUE WILLIAMS, 9001 ELLIS ROAD, MELBOURNE, FL, 32904 TELEPHONE: (321) 383-7253,- FLORIDA POWER & LIGHT TRANSMISSION (OVERHEAD), PETER WASHIO,

700 UNIVERSE BLVD, TS4/JW, JUNO BEACH, FL 33408, (561) 904-3693- FLORIDA POWER & LIGHT TRANSMISSION (UNDERGROUND), SAYED HAJASSADOLLAH,

158 MACARTHER CAUSEWAY, MIAMI BEACH, FL 33182, (305) 288-5290- BRIGHTHOUSE NETWORKS, MIKE ISOM, 720 MAGNOLIA AVENUE, MELBOURNE, FL, 32935 TELEPHONE: (321) 757-6451- CANAVERAL PORT AUTHORITY, DIRECTOR OF CIVIL ENGINEERING, WILLIAM CROWE, P.E.

445 CHALLENGER ROAD, CAPE CANAVERAL, FL 32920 TEL:(321)783-7831- LEVEL 3 COMMUNICATIONS, 1025 BROOMFIELD, CO 80021 TEL:(700)888-4988

11. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING HORIZONTAL AND VERTICAL CONTROL FOR SITE CONSTRUCTION. THECONTRACTOR IS RESPONSIBLE FOR THE PROTECTION AND/OR REPLACEMENT OF ALL SURVEY MONUMENTATION WITHIN THEPROJECT LIMITS BY A SURVEYOR LICENSED IN THE STATE OF FLORIDA.

12. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE WITHIN ROAD AND DRAINAGE RIGHTS- OF-WAY AS A RESULT OF NEWCONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.

13. ALL AREAS WHICH ARE DISTURBED BY THE CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AT NO ADDITIONALCOST TO THE OWNER. THE CONTRACTOR IS REQUIRED TO FURNISH ALL LABOR AND MATERIAL TO CONSTRUCT THE FACILITY.

14. ALL AREAS OF EXPOSED EARTH RESULTING FROM CONSTRUCTION ACTIVITIES SHALL BE SODDED OR SEEDED AND MULCHED ASINDICATED ON THIS PLAN SET. SEEDING AND MULCHING SHALL BE APPLIED ONLY WHERE SPECIFICALLY CALLED FOR IN THEPLANS AND SPECIFICATIONS, OR WHERE SPECIFICALLY DIRECTED BY THE ENGINEER.

15. ALL PRACTICAL AND NECESSARY EFFORT SHALL BE TAKEN DURING CONSTRUCTION TO CONTROL AND PREVENT EROSION ANDTRANSPORT OF SEDIMENT. THE CONTRACTOR MUST SELECT, IMPLEMENT, AND OPERATE ALL EROSION AND SEDIMENT CONTROLMEASURES REQUIRED TO RETAIN SEDIMENT ON-SITE AND PREVENT VIOLATIONS OF WATER QUALITY STANDARDS AS SPECIFIED INCHAPTER RULE 62-621.300(4) F.A.C. SEE STORMWATER POLLUTION PREVENTION PLANS AND DETAILS FOR GUIDANCE.

16. ALL APPLICABLE PERMITS, AS DETERMINED BY CPA, SHALL BE OBTAINED BEFORE CONSTRUCTION COMMENCES.

17. THE CONTRACTOR SHALL MAINTAIN COPIES OF ALL APPLICABLE PERMITS ON-SITE AND SHALL BE RESPONSIBLE TO ADHERE TOALL PERMIT CONDITIONS DURING CONSTRUCTION.

18. ALL WORK WITHIN RIGHTS-OF-WAY AND EASEMENT, OR OUTSIDE CPA PROPERTY, WILL REQUIRE A SEPARATE PERMIT AND MAYREQUIRE AN ALTERATION TO THE CONSTRUCTION OF MATERIALS SHOWN ON THESE PLANS. RIGHT-OF-WAY PERMIT APPLICATIONSSHOULD BE SUBMITTED NO LATER THAN SIXTY (60) DAYS BEFORE THAT RIGHT-OF-WAY OR EASEMENT WORK IS TO COMMENCE.

19. DURING ALL PHASES OF THE WORK, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE SAFETY MARKINGS,BARRICADES & TEMPORARY FENCING AS REQUIRED TO MAINTAIN JOBSITE SAFETY.

20. A CONSUMPTIVE USE PERMIT SHALL BE OBTAINED AND MAINTAINED BY THE CONTRACTOR FOR ANY SITE DEWATERINGEXCEEDING THE THRESHOLDS DESCRIBED IN 40C-2 F.A.C. THE CONTRACTOR SHALL MAINTAIN APPLICABLE WATER QUALITYSTANDARDS, AND SHALL BE RESPONSIBLE FOR ANY FINES LEVIED BY THE REGULATORY AGENCIES DUE TO USE OF IMPROPERTECHNIQUES DURING DEWATERING.

21. EXISTING POWER LINES AND POWER POLES TO REMAIN AND BE PROTECTED, UNLESS OTHERWISE NOTED. IT IS THECONTRACTOR'S RESPONSIBILITY TO COORDINATE MODIFICATIONS TO GUY ANCHORS WITH POWER COMPANY.

22. EXISTING SALVAGED BASE MATERIAL MAY NOT BE RE-USED AS BASE MATERIAL BUT MAY BE UTILIZED FOR SUBGRADE.

23. THE CONTRACTOR SHALL REFER TO THE AVAILABLE GEOTECHNICAL REPORTS PROVIDED BY CPA / ENGINEER WHEN NECESSARYAND AS REQUESTED. OTHERWISE, CONTRACTOR SHALL PROCURE GEOTECHNICAL SERVICES AT THEIR EXPENSE.

24. THE CONTRACTOR SHALL USE A CERTIFIED CONSTRUCTION MATERIALS TESTING LABORATORY TO PROVIDE MATERIALS ANDDENSITY TESTING IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR ROADAND BRIDGE CONSTRUCTION, 2015 EDITION IN THE FDOT RIGHT-OF-WAY. TESTING REPORTS SHALL BE COPIED TO THE ENGINEER'SOFFICE. ONSITE A REPRESENTATIVE NUMBER OF IN-PLACE DENSITY TESTS SHALL BE PERFORMED IN THE COMPACTED SOILS ANDIN EACH 6'' LIFT OF FILL MATERIAL OR BACKFILL TO CONFIRM THAT THE REQUIRED DEGREE OF COMPACTION HAS BEEN ACHIEVED.AT LEAST ONE DENSITY TEST SHALL BE PERFOMED EVERY 2500 SQ FT OF COMPACTED EXISTING SOIL, SUBGRADE, AND EACH LIFTON CONTROLLED FILL.

25. ALL TRENCHES EXCEEDING 5 FEET IN DEPTH SHALL COMPLY WITH SECTIONS 553.63 AND 553.64 OF THE FLORIDA STATUTES. THECONTRACTOR SHALL PROVIDE THE FOLLOWING WHEN TRENCH EXCAVATIONS EXCEED 5 FEET:

A) WRITTEN ASSURANCE OF COMPLIANCE WITH OSHA STANDARDS 29 CFR SECTION 1926.650 SUBPART PB) A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCEC) A TRENCH SAFETY SYSTEM SHALL BE DESIGNED BY CONTRACTOR

26. ALL ITEMS NOT IDENTIFIED FOR REMOVAL SHALL BE PROTECTED AND REMAIN UNDISTURBED TO THE BEST EXTENT PRACTICAL.

27. STRIPPING (CLEARING AND GRUBBING) BY THE CONTRACTOR SHALL BE PERFORMED TO THE MINIMUM EXTENT PRACTICAL TOCOMPLETE WORK. THE CONTRACTOR SHALL GENERALLY BE WITHIN THE LIMITS OF CONSTRUCTION AND STRIP SURFACES OFVEGETATION, STUMPS, DEBRIS, ORGANIC TOP SOIL (ORGANIC CONTENT > 5%) OR OTHER DELETERIOUS MATERIALS ASENCOUNTERED.

ROADWAY & MOT NOTES

1. SAWCUT EXISTING PAVEMENT AT THE CONNECTIONS TO THE EXISTING ROADWAYS TO FORM A SMOOTH TRANSITION.

2. HORIZONTAL GEOMETRY REFERS TO ROADWAY ANNOTATIONS / LABELS, AS POSITIONED IN THE PLANS. DIMENSIONS ONROADWAY OR PARKING LOTS ARE TO EDGE OF CURB.

3. ALL CURBS (EXISTING OR NEW) SHALL BE PROTECTED FROM CONSTRUCTION DAMAGE. ALL CHIPPED OR CRACKED PORTIONS OFCURB SHALL BE REPLACED AT THE CONTRACTORS EXPENSE. IN ADDITION, ANY MORTAR, CONCRETE, SOIL AND OTHER DEPOSITSOR STAINS SHALL BE CLEANED TO RETURN THE CURBS TO THEIR ORIGINAL CONDITION.

4. UPON COMPLETION OF FINAL ASPHALT PAVING, TOOL AND CLEAN ALL MANHOLE AND VALVE COVERS OF DIRT, DEBRIS ANDASPHALT. ALL MANHOLE AND VALVE COVERS SHALL BE CLEAN AND OPERABLE PRIOR TO OWNER'S ACCEPTANCE.

5. IN ADDITION TO THE REQUIREMENTS IN THE ENGINEER'S TECHNICAL SPECIFICATIONS, ALL FDOT RIGHT-OF-WAY CONSTRUCTIONSHALL BE COMPLETED IN ACCORDANCE WITH FDOT DESIGN STANDARDS 2015.

6. CONTRACTOR TO PROVIDE MAINTENANCE OF TRAFFIC (M.O.T.) PLAN, AND SHALL EXECUTE AND IMPLEMENT THE M.O.T. PLAN INACCORDANCE WITH FDOT STANDARDS. M.O.T. PLANS PROVIDED HEREIN WERE DEVELOPED WITH THE BEST KNOWLEDGEAVAILABLE AND ARE FOR GUIDANCE AND INFORMATIONAL PURPOSES ONLY AS CONSTRUCTION ACTIVITIES MAY DICTATEADDITIONAL OR ALTERNATE M.O.T. MEANS AND METHODS. THE TRAFFIC CONTROL PLAN SHALL MEET THE REQUIREMENTS OF THEMANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), 2009 EDITION AND THE 2015 DESIGN STANDARDS. THE MOT PLANSHALL BE CONSISTENT WITH THE 600 SERIES INDEX AND BE MAINTAINED BY THE CONTRACTOR. ENGINEER SHALL BE UPDATED ONMOT PROGRESSION WEEKLY.

7. ALL TRAFFIC CONTROL DEVICES SHALL MEET THE REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FORSTREETS AND HIGHWAYS, PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION AND FEDERAL HIGHWAY ADMINISTRATION,AND F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS.

8. DURING ALL PHASES OF WORK, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE SAFETY MARKINGS, BARRICADES,TEMPORARY FENCING, AND PEDESTRIAN ACCESS AS REQUIRED TO MAINTAIN JOB SITE SAFETY.

9. PORTABLE-CHANGEABLE MESSAGE SIGNS (PCMS) SHALL BE PROVIDED DURING, AND IN ADVANCE OF, ALL LANE CLOSURES. TWOPCMS, MINIMUM, SHALL BE PROVIDED FOR EACH LANE CLOSURE FROM SEVEN DAYS PRIOR TO CLOSURE THRU END OF CLOSURE.

10. VEHICULAR AND PEDESTRIAN TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH FDOT DESIGN STANDARDS, INDEX 600SERIES,THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND THE MANUAL ON UNIFORM TRAFFICCONTROL DEVICES (MUTCD) AS A MINIMUM.

11. TRAFFIC CONTROL OFFICERS SHALL BE PROVIDED DURING ALL LANE CLOSURES, MINIMUM ONE OFFICER PER CLOSED LANE.

12. THE CONTRACTOR IS REQUIRED TO PHOTO/VIDEO DOCUMENT THE ENTIRE WORK AREA PRIOR TO CONSTRUCTION.

PAVING, GRADING AND DRAINAGE

1. EXISTING ON-SITE AND OFF-SITE DRAINAGE PATTERNS SHALL BE MAINTAINED DURING CONSTRUCTION UNLESS OTHERWISEINDICATED ON THE PLANS.

2. ANY MUCK, CLAYED SOIL, HARDPAN AND/OR UNSUITABLE MATERIALS ENCOUNTERED, AS DEFINED IN FDOT INDEX #500, SHALL BEREMOVED AND REPLACED WITH SUITABLE MATERIAL, IN ACCORDANCE WITH SAID INDEX. THE CONTRACTOR SHALL USE AGEOTECHNICAL FIELD TECHNICIAN TO FIELD VERIFY THE REMOVAL OF UNSUITABLE SOILS. COPIES OF REPORTS SHALL BEPROVIDED TO THE ENGINEER.

3. ALL DRAINAGE STRUCTURES WITHIN PROJECT BOUNDARY SHALL BE CLEANED OF SAND, SILT, CONCRETE DEBRIS, ETC. ASREQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS.

4. POSITIVE DRAINAGE FACILITIES SHALL BE ESTABLISHED PRIOR TO THE CONSTRUCTION OF ANY IMPERVIOUS SURFACES.

5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO GRADE WORK AREAS CONSISTENT WITH THE PLAN GRADES. PRACTICAL GRADEADJUSTMENTS ARE PERMISSIBLE PROVIDED THE CONTRACTOR CONTACT THE ENGINEER PRIOR TO PROCEEDING WITH SAIDADJUSTMENTS.

6. ALL DISTURBED AREAS WITHIN THE FDOT RIGHT-OF-WAY WILL BE SODDED WITH COMMON BERMUDA SOD.

7. RIP-RAP SHALL MEET THE REQUIREMENTS OF FDOT SPECIFICATION SECTION 530. GEOTEXTILE FABRICSHALL MEET THEREQUIREMENTS OF FDOT INDEX 199 & FDOT SPECIFICATION 514 & 985. TURF MAT SHALL MEET THE REQUIREMENTS OF INDEX 199&FDOT SPECIFICATION 985.

8. SOD AND LANDSCAPING SHALL NOT IMPEDE THE FLOW OF RUNOFF FROM PAVED SURFACES. SOIL, GRASS, AND PLANTING BEDSSHALL PROVIDE POSITIVE DRAINAGE AWAY FROM SAID SURFACES. GRADES TO DRAINS (INLETS, ETC)IS EXPECTED.

9. MATERIALS AND WORKMANSHIP OF ALL PAVING AND GRADING CONSTRUCTION IN THE FDOT RIGHT-OF-WAY SHALL BE INACCORDANCE WITH 2015 FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION.

10. PROPOSED ELEVATIONS ARE SHOWN FOR DESIGN AND PERMITTING INFORMATION. THE CONTRACTOR SHALL PROVIDE FOR FIELDLAYOUT. WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL EVENT SHALL BE REGRADED UNTIL A WELL ESTABLISH STANDOF GRASS IS EVIDENT.

SAFETY NOTES

1. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THECONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC ANDTHE SAFETY OF HIS PERSONNEL. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THEFEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION.

2. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROLAND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS SHALL BE FOLLOWEDIN THE DESIGN APPLICATION, INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNINGDEVICES, AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS.

3. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. ITSHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS.

4. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THEOWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS.

HISTORICAL RESOURCES PRESERVATION NOTES

1. IF PREHISTORIC OR HISTORIC ARTIFACTS, SUCH AS POTTERY OR CERAMICS, STONE TOOLS OR METAL IMPLEMENTS, OR ANYOTHER PHYSICAL REMAINS THAT COULD BE ASSOCIATED WITH NATIVE AMERICAN CULTURES, OR EARLY COLONIAL ORAMERICAN SETTLEMENT ARE ENCOUNTERED AT ANY TIME WITHIN THE PROJECT SITE AREA, THE PERMITTED PROJECTSHOULD CEASE ALL ACTIVITIES INVOLVING SUBSURFACE DISTURBANCE IN THE IMMEDIATE VICINITY OF SUCH DISCOVERIES.THE PERMITTEE, OR OTHER DESIGNEE, SHOULD CONTACT THE FLORIDA DEPARTMENT OF THE STATE, DIVISION OFHISTORICAL RESOURCES, REVIEW AND COMPLIANCE SECTION AT (850) 245-6333 OR (800) 847-7278, AS WELL AS THEAPPROPRIATE PERMITTING AGENCY OFFICE. PROJECT ACTIVITIES SHOULD NOT RESUME WITHOUT VERBAL AND/OR WRITTENAUTHORIZATION FROM THE DIVISION OF HISTORICAL RESOURCES.

2. IN THE EVENT THAT UNMARKED HUMAN REMAINS ARE ENCOUNTERED DURING PERMITTED ACTIVITIES, ALL WORK SHALLSTOP IMMEDIATELY AND THE PROPER AUTHORITIES NOTIFIED IN ACCORDANCE WITH SECTION 872.05 FLORIDA STATUES

3. THE CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY FOR OWNER TO PROVIDE HISTORICAL RESOURCES NOTIFICATION.

AS-BUILT NOTES

1. BEFORE REQUESTING FINAL INSPECTION, THE CONTRACTOR SHALL SUBMIT A CERTIFIED (BY A REGISTERED SURVEYOR) SET OFAS-BUILT DRAWINGS TO THE OWNER AND ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATIONON THE AS-BUILT DRAWINGS CONCURRENTLY WITH CONSTRUCTION PROGRESS. AS-BUILT DRAWINGS SUBMITTED TO THEENGINEER AS PART OF THE PROJECT ACCEPTANCE SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS:A. DRAWINGS SHALL BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION.B. DRAWINGS SHALL SHOW ACTUAL LOCATION & ELEVATION OF BUILDING, PAVEMENT, ALL UNDERGROUND AND

ABOVE GROUND STORM DRAINAGE, WATER, REUSE WATER AND WASTEWATER PIPING AND RELATEDAPPURTENANCES. ALL CHANGES TO PIPING LOCATIONS INCLUDING HORIZONTAL AND VERTICAL LOCATIONS OFUTILITIES AND APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO PERMANENT SURFACEIMPROVEMENTS. DRAWINGS SHALL ALSO SHOW ACTUAL INSTALLED PIPE MATERIALS, CLASS, SIZE, ETC.

C. DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL INCLUDING CHANGES MADE BYFIELD ORDER OR BY CHANGE ORDER.

D. DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS, BUT CONSTRUCTED IN THEFIELD. ALL EQUIPMENT AND PIPING RELOCATION SHALL BE CLEARLY SHOWN.

E. LOCATION OF ALL INLETS, MANHOLES, HYDRANTS, VALVES AND VALVE BOXES SHALL BE SHOWN. ALL VALVES SHALLBE REFERENCED FROM AT LEAST TWO AND PREFERABLY THREE PERMANENT POINTS.

F. DIMENSIONS BETWEEN ALL INLETS AND MANHOLES SHALL BE FIELD VERIFIED AND SHOWN. THE INVERTS ANDGRADE ELEVATIONS OF ALL INLETS AND MANHOLES SHALL BE SHOWN.

2. EACH SHEET OF THE DRAWINGS SHALL BE SIGNED, SEALED AND DATED BY A REGISTERED SURVEYOR WITH A NOTE READING"THESE AS-BUILT OR RECORD DRAWINGS DEPICT THE ACTUAL IMPROVEMENTS AS CONSTRUCTED".

SITE SPECIFIC NOTES

1. THE PROJECT'S DESIGN HAS BEEN BASED ON SURVEY LIDAR DATA & HISTORICAL SURVEY DATA BYBUSSEN-MAYER ENGINEERING GROUP, CPA AERIAL IMAGERY (FLOWN IN MARCH 2015), AND FIELD VISITS INCONJUNCTION WITH PHOTO/VIDEO DOCUMENTATION.

2. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNERMONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTORSHALL NOTIFY THE OWNER, WITHOUT DELAY, BY TELEPHONE.

3. ALL ITEMS DAMAGED SHALL BE RESTORED TO PRIOR CONDITION OR IMPROVED CONDITION.

4. CONTRACTOR SHALL COORDINATE WITH OWNER REGARDING AVAILABILITY AND LOCATION OF BORROW FILL.

5. THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL CONSTRUCTION DEBRIS FROM CANAVERAL PORT AUTHORITYPROPERTY AND PROPERLY (WORK LIMITS) DISPOSE OFF SITE.

6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SHORE AND BRACE AND/OR PROCURE STRUCTURAL SERVICES FORSHORING AND BRACING TO PERFORM SITE IMPROVEMENT INSTALLATIONS OR FOR WORK WITHIN PROXIMITY TOEXISTING SITE ELEMENTS (UTILITY POLES, WALLS, ETC) WHICH COULD BE POTENTIALLY UNDERMINED.

CONSTRUCTION SEQUENCING ADVISEMENT:

CONTRACTOR IS ADVISED A SUBSTANTIAL MAINTENANCE OF TRAFFIC EFFORT ISREQUIRED BOTH ONSITE AND OFFSITE.

UTILITY NOTES (AS NEEDED):

1. ALTHOUGH WATER & SEWER UTILITY WORK IS NOT PROPOSED, RELOCATION AND COORDINATION EFFORTS MAYBECOME NECESSARY. IN THIS EVENT THE CONTRACTOR SHALL PROVIDE PROPER NOTICE TO THE UTILITY OWNERAND COORDINATE WITH THE CIVIL ENGINEER AND PORT ENGINEER. THE FOLLOWING MAY BE, WOULD BE, AND AREAPPLICABLE PROVIDED THE APPROPRIATE UTILITY PROVIDER STANDARDS ARE FOLLOWED:

A. FDEP VERTICAL AND HORIZONTAL SEPARATION CRITERIA FOR POTABLE WATER MAINS ADJACENT TO OTHERPIPING. OR PROVIDING CONCRETE ENCASEMENT.

B. ADJUSTING EXISTING UTILITY LIDS AND VALVES TO GRADE (ELECTRICAL, TELECOM, WATER, ETC).

C. PROVIDING PIPE DEFLECTIONS (HORIZONTAL OR VERTICAL).

D. PROVIDING JOINT RESTRAINTS (THRUST BLOCKS, MECHANICAL JOINTING, ETC). PROVIDING SPLICES, STRAIGHTDUCTING, AND/OR COUPLERS FOR ELECTRICAL WORK (SPECIFIED BY OTHERS).

E. PROVIDING TESTING OF WATER UTILITIES (BACTERIOLOGICAL, PRESSURE, ETC) .

OBSERVATIONS & QUALITY ASSURANCE:

1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD PRIOR TO BEGINNING CONSTRUCTION AND AT/PRIORTO THE INSTALLATION OF THE FOLLOWING ITEMS, WHERE APPLICABLE:

1.1. CLEARING/ STRIPPING1.2. STRIPING/UNDERGROUND INSTALLATIONS1.3. FILL/PAVING/SODDING1.4. ELECTRICAL/LANDSCAPE ITEMS

2. STRIPPING - STRIP ALL SURFACES OF VEGETATION, STUMPS, DEBRIS, ORGANIC TOP SOIL (ORGANIC CONTENTGREATER THAN 5%), OR OTHER DELETERIOUS MATERIALS AS ENCOUNTERED. IF ORGANIC MATERIAL IS PRESENT INBOTTOM OF EXCAVATION THE CONTRACTOR SHOULD CONTACT THE ENGINEER OF RECORD PRIOR TO BACKFILLING.ORGANICS AND TOP SOIL SHALL BE DISPOSED OF BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

3. FILL MATERIAL & COMPACTION - STRUCTURAL FILL SHOULD CONSIST OF INORGANIC, NON-PLASTIC, GRANULARSOILS CONTAINING LESS THAN 10% (BY WEIGHT) OF THE MATERIAL PASSING THE #200 SIEVE (RELATIVELY CLEANSAND WITH UNIFIED SOIL CLASSIFICATION OF SP, SP-SM, SW, OR SW-SM). REGRADED EXISTING FINE SANDS ARECONSIDERED GENERALLY ACCEPTABLE FOR FILL PRACTICALITY, EXCLUDING NEAR TOP SOILS OR ORGANICS.BACKFILL MATERIAL PLACED SHALL NOT EXCEED TWELVE (12) INCHES IN THICKNESS, AND COMPACTED TO AMINIMUM DENSITY OF THE 98% OF THE MODIFIED PROCTOR (AASHTO T-180). IF HANDHELD COMPACTIONEQUIPMENT IS USED THE LIFT THICKNESS SHALL BE REDUCED TO 6 INCHES. IF EXCAVATION EXTENDS BELOW THEWATER TABLE, THE EXCAVATION SHALL BE DEWATERED PRIOR TO BACKFILL.

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C101

LOGISTICS PLAN

N.T.S.

PROJECTLOCATION

TRUCKROUTE

PORTCANAVERAL

TRANSPORT ROUTE

FORINFORMATIONAL

PURPOSESONLY

PRIMARY INGRESS/EGRESSTHRU FPL ACCESSEASEMENT DIRT ROAD

ALTERNATEINGRESS ONLY

EXISTING PAVEDDRIVEWAY

SR 524

SR 401

GR

OU

PER

MAGELLAN

CONTRACTOR MAY BE REQUIRED TO TRANSPORTFILL MATERIAL FROM ANY OR ALL OF THESE FOUR (4)

AREAS. CONTRACTOR IS REQUIRED TO OBTAIN NPDESPERMITS, PROVIDE AND MAINTAIN EROSION CONTROLBMP'S AND RESTORE VEGETATIVE COVER FOR UP TO

FOUR (4) DONOR SITES AT PORT CANAVERAL.

NOTES

1. TRUCKS SHALL ENTER SITE ACCESS IN A RIGHT ONLY TURNINGMOVEMENT ONLY.

2. PHASE I RECIPIENT SITE IS INDICATED IN DETAIL ON SHEETC-201.

3. PHASE II RECIPIENT SITE IS YET TO BE DETERMINED; HOWEVERWILL BE LOCATED ON THE SUBJECT PORT-OWNED 270 ACREPARCEL AT SR-524 AND I-95. CONTRACTOR SHALL BASE COSTSFOR PHASE II MATERIAL HAUL TO ACCOMMODATE ANYLOCATION ON THE 270 ACRE PARCEL.

ZONE A

ZONE X

WL2(EAST)

ZON

E A

ZON

E X

WL3

WL4

WL2(WEST)

WL16

FPL EASEMENT(+/-)

WL18

SR524 (55 M

PH)

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GRAPHIC SCALE IN FEET

FULL SIZE: 1" = 100'

PROPERTY LINE (APPROX.)

EASEMENT LINE (FPL)

FLOODPLAIN LINE

HISTORICAL WETLAND LINES

HISTORICAL WETLANDAREA LABEL

EXISTING OVERHEAD WIRES

LEGEND

WL1, WL2, ETC.

HISTORICAL WETLAND LINE

DIRT ROAD INGRESS/EGRESS ACCESSEASEMENT ROUTE TO STOCKPILE

C201

1" = 100'

APPROXIMATE WORK AREAFOR STOCKPILING OPERATONS

ALTERNATE INGRESS ONLY (IF/AS NEEDED)

NOTES

1. THE CONTRACTOR SHALL KEEP THE DIRT ACCESS ROAD OPEN ANDUNOBSTRUCTED FOR FPL ACCESS. CONTRACTOR SHALL PROVIDE NOTICE ANDWORK SCHEDULE TO OWNER, WHO WILL KEEP FPL INFORMED.

2. WETLANDS LINES SHOWN ARE FROM HISTORICAL RESOURCES FROM PRIORDELINEATIONS. NO RE-DELINEATIONS HAVE BEEN COMPLETED.

EXISTING CONDITIONSAND SITE PLAN

APPROXIMATELY 5.4 ACRESTO BE CLEARED FORSTOCKPILE FOOTPRINT

PHASE 1 MATERIALRECIPIENT SITE

(APPROX. HEIGHT= ±35')

500'

400'

500'

400'

EXISTING ASPHALT DRIVEWAY

"DO NOTENTER"SIGN

"TRUCKS EXITINGHIGHWAY" SIGNS

"TRUCKS EXITINGHIGHWAY" SIGNS

STOPSIGN

1. CONTRACTOR SHALL NOT DISTURB THEEXISTING ELECTRICAL POLES, TRUSSSTUCTURES, GUY ANCHORSAND WIRES.CONTRACTOR SHALL VISIT SITE PRIOR TOTRANSPORT TO EXAMINE AND ENSUREVERTICAL CLEARANCES ARE UNOBSTRUCTED.

2. CONTRACTOR SHALL VISIT SITE AND EXAMINEHAUL ROUTE(S) TO ESTABLISH AND VALIDATETHE ACTUAL ROUTE(S) CONSIDERINGVEHICULAR TRAVERSING AND EXISTING ROUTEELEVATIONS.

SHEET KEYNOTES

PROTECT/AVOIDFORAGING AREAS(SEE C202)

ZONE A

ZONE X

WL2(EAST)

ZON

E A

ZON

E X

WL3

WL4

WL2(WEST)

WL16

FPL EASEMENT(+/-)

WL18

SR524 (55 M

PH)

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GRAPHIC SCALE IN FEET

FULL SIZE: 1" = 100'

HISTORICAL WETLANDLINE

DRESS TRAVEL WAY ACCESS EASEMENT ROUTE(ALL RUTTED LOCATIONS AS NECESSARY; SEE C602)

C202

1" = 100'

PROPOSED SILT FENCE(±7,886 LF)

APPROXIMATE WORK AREAFOR STOCKPILING OPERATIONS

SEDIMENT TRACKINGPREVENTION AREA

(SEE DETAIL)

GRADING AND STORMWATERPREVENTION PROTECTION PLAN

PROPERTY LINE (APPROX.)

EASEMENT LINE (FPL)

FLOODPLAIN LINE

HISTORICAL WETLAND LINES

HISTORICAL WETLANDAREA LABEL

SOIL TRACKING PREVENTION

EXISTING CONTOUR ELEVATION(NAVD 88)

LIMITS OF CLEARING / FILLDEPOSITING

SWALE

SILT FENCE

EXISTING OVERHEAD WIRES

LEGEND

WL1, WL2, ETC.

15' SWALE

A

A

SEE C602FOR SECTION

NOTES

1. CONTRACTOR SHALL NOT DEPOSIT STOCKPILE MATERIAL IN/ON ISOLATED MUCKPOCKETS IF PRESENT WITHIN STOCKPILE AREA FOOTPRINT. GEOTECHNICALOVERSIGHT SHALL BE AT THE CONTRACTORS EXPENSE.

2. ALTHOUGH DEWATERING IS NOT ANTICIPATED, IF CIRCUMSTANCES ARISE, THECONTRACTOR WILL BE REQUIRED TO SUBMIT A DEWATERING PLAN .

3. WET ORGANIC / CLEARED MATERIAL (BRUSH, ETC) MAY REQUIRE INDEPENDENTONSITE DELETERIOUS STOCKPILES PRIOR TO DISPOSAL. CONTRACTOR SHALLCONSIDER DURING BIDDING. ALL MATERIAL CLEARED SHALL BE DISPOSED OF IN ALEGAL ONSITE / OFFSITE MANNER BY THE CONTRACTOR.

4. A TRUCK TIRE WASH AREA SHOULD BE INCORPORATED INTO THE CONTRACTORSPLAN.

5. CONTRACTOR SHALL INSTALL COMMON BERMUDA SOD FOR STABILIZATIONNEEDED IN FDOT ROW.

6. WETLANDS LINES SHOWN ARE FROM HISTORICAL RESOURCES FROM PRIORDELINEATIONS. NO RE-DELINEATIONS HAVE BEEN COMPLETED.

7. QUANTITIES ARE CONSIDERED APPROXIMATE ONLY, IT IS THE CONTRACTOR'SRESPONSIBILITY TO VERIFY ACTUAL QUANTITIES REQUIRED.

25'

SHEET KEYNOTES1. CONSIDERING C602 HAUL ROUTE TRAVEL

DRESSING CONSIDERATIONS, AND CONSIDERINGTHE LONGITUDNAL HAUL ROUTE ALONG FPLACCESS EASEMENT, THE CONTRACTOR SHALLBID DEPOSITING SOIL MATERIAL IF RAINFALLPERIODS OF INUNDATION ARE EXPERIENCEDTHAT IMPEDE HAUL ROUTE ACCESS. THEAMOUNT OF HAUL MATERIAL DIVERTED FOR THISEFFORT SHALL BE LIMITED TO 1' ABOVE THEHIGHEST DIRT ROAD TRAVERSE ELEVATIONSPREAD ACROSS THE MINIMUM WIDTH NEEDED(APPROX. 20').

2. PROTECT AND BUFFER AREAS WITH SILT ANDBARRICADE FENCE (BUFFER PROTECTIONDETAIL - C602) ADJACENT TO THE TRAVELROUTE. BUFFER AREAS SHOULD BE MINIMUM OF15' WIDE, AVERAGE OF 25' WIDE AND THEBUFFER AREAS ABUTTING THE ROADWAYSHOULD BE PROTECTED BY TEMPORARYCONSTRUCTION FENCING (ORANGE NETTING).

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C600

EROSION CONTROL DETAILS

RIP-RAP PAD FOR SLOPE PROTECTIONN.T.S

GRADATION

SIEVE DESIGNATION % BY WEIGHT PASSING SQUARE MESH SIEVES

3'' 100

NO. 4 20 - 65

NO. 200 0 - 10

WIRE INTO THE TRENCH. EXTENSION OF FABRIC AND

FILTER FABRIC

8"

4"

1'

MATCHEXISTINGGRADE

XX

X

SILTFENCE

UNDISTURBED

LIMITSOF

CLEARING

SILT FENCESEE STORMWATER

POLLUTION PREVENTIONPLAN

VARIES

MATCHEXISTINGGRADEUNDEVELOPED WIDTH VARIES

PROPOSED

IMPROVEMENTS

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EROSION CONTROL NOTES

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C602

CONSTRUCTION DETAILS

EXISTING ACCESSROUTE SURFACE

EXISTING ACCESSROUTE SURFACE

TRIAX GEOGRID LAPPED AND INSTALLEDPER MANUFACTURERS SPECS(SEE DETAIL ABOVE)

PROPOSED RUTREPAIR

PROPOSED RUT REPAIR

FILL COMPACTED TO 98% ASTM D 1557

FILL COMPACTED TO 98% ASTM D 1557

TRIAX GEOGRID LAPPED AND INSTALLEDPER MANUFACTURERS SPECS(SEE DETAIL ABOVE)

RIP RAP SLOPE PAD ORPINNED SAND CEMENT BAGS

WATER

±35'

HYDROSEED 50% OFTHE SLOPE HEIGHT

15'SWALE

15'SWALE

3:1 SLOPEMAX

3:1 SLOPES MAX.3:1 SLOPES MAX.

PILE NOTES:1. EXACT GEOMETRY OF STOCKPILE TO BE DETERMINED BY CONTRACTOR'S MEANS AND METHODS CONSIDERING

BENCHING, ACCESS, AND MANEUVERABILITY.

2. EXACT HYDROSEEDING SPECS TO BE DETERMINED BY COORDINATION BETWEEN MANUFACTURER ANDCONTRACTOR CONSIDERING STOCKPILE BETWEEN SOIL PROPERTIES. IN GENERAL HYDROSEED AS FOLLOWS:

CONTROLLED RELEASE FERTILIZER, TO USE WITH HYDROSEEDING AND COMPOSED OF PILLS COATED WITHPLASTIC RESIN TO PROVIDE A CONTINUOUS RELEASE OF NUTRIENTS FOR AT LEAST 6 MONTHS ANDCONTAINING THE FOLLOWING MINIMUM PERCENTAGES, BY WEIGHT, OF PLANT FOOD NUTRIENTS.

[______] PERCENT AVAILABLE NITROGEN[______] PERCENT AVAILABLE PHOSPHORUS[______] PERCENT AVAILABLE POTASSIUM[______] PERCENT SULFER][______] PERCENT IRON]

FIRST, MIX WATER AND FIBER. WOOD CELLULOSE FIBER, PAPER FIBER, OR RECYCLED PAPER SHALL BEAPPLIED AS PART OF THE HYDROSEEDING OPERATION. FIBER SHALL BE ADDED AT 1,000 POUNDS, DRYWEIGHT, PER ACRE. THEN ADD AND MIX SEED AND FERTILIZER TO PRODUCE A HOMOGENEOUS SLURRY. SEEDSHALL BE MIXED TO ENSURE BROADCASTING AT THE RATE OF [_____] POUNDS PER 1000 SQUARE FEET. WHENHYDRAULICALLY SPRAYED ON THE GROUND, MATERIAL SHALL FORM A BLOTTER LIKE COVER IMPREGNATEDUNIFORMLY WITH GRASS SEED. SPREAD WITH ONE APPLICATION WITH NO SECOND APPLICATION OF MULCH.

NOTES:

DIKE OR SWALES ARE INSTALLED TO INTERCEPT AND CONVEY SMALLER FLOWS ALONG LOW-GRADIENTDRAINAGE WAYS TO LARGER CONVEYANCES SUCH AS DITCHES OR PIPE SLOPE DRAINS OR TO A STABILIZEDOUTLET, AND CAN BE USE SINGULARLY OR IN COMBINATION WITH EACH OTHER.

REFER TO TABLES BELOW FOR DESIGN CRITERIA FOR DIVERSION DIKES AND SWALES. INSTALL THE DIKESAND/OR SWALES HORIZONTALLY AT INTERVALS ACROSS A DISTURBED SLOPE AT SPACING ACCORDING TOTABLES.

FOR SLOPES OF ERODIBLE SOILS STEEPER THAN 2:1 WITH MORE THAN 10 FT. OF VERTICAL RELIEF,CONSTRUCT BENCHES OR SHORTEN DISTANCE BETWEEN DIKES AND SWALES.

DISCHARGE THE RUNOFF TO A STABLE CONVEYANCE THAT ROUTES THE SEDIMENT LADEN RUNOFF TO ASEDIMENT TRAP OR POND.

MAY NEED MATTING TO PROTECT SEED BED AND CHANNEL FROM EROSION.

ROW OR OTHEREXPOSED SLOPE

1' MIN.

2'MIN.

1' MIN.

SWALE SPACING DEPENDS ON SLOPE GRADIENTSEE SPACING TABLE BELOW

DIKE MATERIALCOMPACTED TO 90%PROCTOR

2' MIN.

8' MIN.

SEE SPACING TABLE BELOW

18" MIN.

EXTEND BLANKET A MINIMUM OF3' ABOVE CROWN OF SLOPE

STAPLE EDGE 1' O.C.

SIDE AND END OVERLAP 6"

BURY TOP 4 INCHES OF BLANKETAND STAPLE EDGE 1' O.C.


STAPLE BOTTOM EDGE OFBLANKET 1' O.C.


STEEP SLOPES 2:1 OR GREATER

BURY TOP 12 INCHES OFBLANKET IN 6"X6" TRENCH

SHALLOW SLOPES 4:1 OR LESS

FLOW

FLOW

FLOW

NOTES:

ON 4:1 OR LESS SLOPES BLANKETS MAY BEAPPLIED ACROSS THE SLOPE.

ALL BLANKET INSTALLED AND STAPLED PERMANUFACTURERS SPECIFICATIONS.

SEE MATTING NOTES FOR FURTHER INFORMATION.

MATTING NOTES:

THERE ARE A WIDE RANGE OF MATERIALS AND COMBINATION OF MATERIALS USED TO PRODUCE MATTINGINCLUDING, BUT NOT LIMITED TO: STRAW, JUTE, WOOD FIBER, COIR (COCONUT FIBER), PLASTIC NETTING, ANDBONDED FIBER MATRIX. THE SELECTION OF MATTING MATERIAL FOR A SITE CAN MAKE A SIGNIFICANTDIFFERENCE IN THE EFFECTIVENESS OF THE BMP.

GENERALLY, MATTING IS USED ON SLOPES 2:1 AND STEEPER.

SURFACE MUST BE GRADED SMOOTH TO REMOVE ALL DEBRIS AND UNDULATIONS LARGER THAN 2" IN ANYDIRECTION.

APPLY SEED AND FERTILIZER PRIOR TO MATTING. INSTALL SO THAT MATTING IS IN COMPLETE CONTACT WITHSOIL SURFACE.

STAPLES ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS.

ORGANIC MATTING MATERIALS (EXCELSIOR, JUTE, AND COIR) BIODEGRADE AND ARE USEFUL FOR APPLICATIONSREQUIRING STABILIZATION FOR UP TO THREE MONTHS. USE ORGANIC BLANKETS, WHICH RETAIN MOISTUREAND PROVIDE ORGANIC MATTER TO THE SOIL, FOR SLOPE PROTECTION AND SHORT-TERM WATERWAYPROTECTION AND TO IMPROVE THE SPEED AND SUCCESS OF REVEGETATION. - EXCELSIOR BRAND (ASPEN WOOD FIBER), WOVEN STRAW, AND COIR BLANKETS MAY BE INSTALLED WITHOUT MULCH BECAUSE THEY PROVIDE COMPLETE SURFACE PROTECTION.

SYNTHETIC MATS ARE MADE FROM NON-BIODEGRADABLE MATERIALS AND WILL REMAIN IN PLACE FOR YEARS(SOME PHOTODEGRADATION DOES OCCUR). USE PURELY SYNTHETIC BLANKETS FOR LONG-TERM STABILIZATIONOF WATERWAYS. - TURF REINFORCEMENT MATS (TRM) ARE MADE FROM POLYMER NETTING OR MONOFILAMENTS FORMEDINTO A SYNTHETIC 3-D MAT. TRMs PROTECT SEED AND INCREASE GERMINATION AND ALSO ACTS AS PART OF THE ROOT STRUCTURE; GIVING THE TURF HIGHER STRENGTH. - EROSION CONTROL AND REVEGETATION MATS (ECRM), COMPOSED OF HEAT-FUSED MONOFILAMENTS AND MONOFILAMENTS STITCHED BETWEEN NETTING ACT AS PERMANENT MULCH. ECRM ALLOW GROWTH THROUGH THE MAT.

CHANNEL OR SWALE APPLICATIONS: LENGTHWISE OVERLAP MATTING A MINIMUM OF 12"; CROSSWISE OVERLAPA MINIMUM OF 6", AND AVOID JOINING MATERIAL IN CENTER OF DITCH OR SWALE.

SLOPE APPLICATION: LENGTHWISE OVERLAP MATTING A MINIMUM OF 6"; CROSSWISE OVERLAP A MINIMUM OF6"; AT TOP OF SLOPE, ENTRENCH MATERIAL IN A 6"x6" TRENCH AND STAPLE AT 12" INTERVAL; AT BOTTOMOF SLOPE, EXTEND MAT 2 FEET BEYOND THE TOE OF THE SLOPE, TURN MATERIAL UNDER 4" AND STAPLE AT12" INTERVAL; ON 4:1 SLOPES, ROLLS CAN BE PLACED IN HORIZONTAL STRIPS; MATS MUST BE STAPLED INPLACE AS THEY ARE INSTALLED DOWN THE SLOPE FACE EVERY 4' UNTIL YOU REACH THE BOTTOM. THISKEEPS BLANKET IN A RELAXED POSITION, ELIMINATING THE POTENTIAL FOR UNDER-RILLING.

INSPECT ONCE PER WEEK ON ACTIVE SITES, ONCE EVERY TWO WEEKS ON INACTIVE SITES, AND WITHIN 24HOURS FOLLOWING A 0.5 INCH RAIN EVENT.

REPAIR ANY DAMAGED AREAS OF THE NET OR BLANKET AND STAPLE INTO THE GROUND ANY AREAS NOT INCLOSE CONTACT WITH THE GROUND SURFACE.

IF EROSION OCCURS, REPAIR AND PROTECT THE ERODED AREA.

MODERATE SLOPES 3:1

SILT FENCE

DRESSING NOTES:1. RUTTING SHALL BE DRESSED FOR SAFE AND MANEUVERABLE ACCESS AS NEEDED.2. FILL MATERIAL CAN BE CLEAN SP-SM SOIL OR CRUSHED MATERIALS (COQUINA, CONCRETE, SHELL).3. CONTRACTOR CAN PROPROSE HONEYCOMB GEOBLOCK AS SUITABLE ALTERNATIVE TO GEOGRID.

#4 REBAR

BAGGED

CONTRACTOR SHALL FILL IN MIX PARAMETERSPER SELECTED MANUFACTURERS SPECS .

TEMPORARY BASIN CAN BE USED DURING UNANTICIPATED INUNDATION PERIODS:

FENCE LOCATIONS TO BE APPROVEDIN FIELD

BUFFER AREA

CONSTRUCTIONFENCING

ORANGE PLASTIC

2.

1.

BUFFER PROTECTION DETAIL

NOTES:CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING AROUND BUFFERS.

4'

PROVIDE MINIMUM 10' SECTIONS SPACED AT 5O' INCREMENTS ALONG THEPERIMETER AND AT ADJACENT TRAVERSE POINTS OF THE BUFFER AREA TODRAW ATTENTION FOR AVOIDANCE.

3. FENCING CAN BE FASTENED / STAKED AGAINST SILT FENCE (NOT SHOWN).

SLOPE MAT DETAIL

BARRICADE

EXISTING GRADEELEV: 25 NAVD

SHWT = 18'' BELOW EX. GRADE (ELEV 23.5 NAVD)

ELEV: 26.5

ELEV: 24.5 NAVD

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