Perimeter_Fence_Bid_Document_Drawings.pdf

BOARD OF COUNTY COMMISSIONERS

DAVE EGGERS, COMMISSION CHAIR - DISTRICT 4

CHARLIE JUSTICE, COMMISSION VICE CHAIR - DISTRICT 3

PAT GERARD - DISTRICT 2

JANET C. LONG - DISTRICT 1

KAREN WILLIAMS SEEL - DISTRICT 5

KATHLEEN PETERS - DISTRICT 6

RENE FLOWERS - DISTRICT 7

PINELLAS COUNTY ADMINISTRATOR

BARRY A. BURTON

ST.PETE-CLEARWATER INTERNATIONAL AIRPORT

THOMAS R. JEWSBURY, C.M. - AIRPORT DIRECTOR

MARK SPRAGUE, C.M. - DEPUTY DIRECTOR OF OPERATIONS AND FACILITIES

SCOTT YARLEY, P.E. - AIRPORT ENGINEERwww.rsandh.com

FL Cert Nos. AAC001886 EB0005620 LCC00210

1715 N. Westshore Boulevard, Suite 600 Tampa, Florida 33607-3999

813-289-5550

RS&H, Inc.

LOCATION MAP

ST. PETE-CLEARWATER

INTERNATIONAL AIRPORT

RECONSTRUCT AIRPORT PERIMETER FENCE PHASE 1

PROJECT

LOCATION

RS&H PROJECT NUMBER: 1004-1915-005

BID DOCUMENTS

MAY 3, 2024

PINELLAS COUNTY PID NO. 006158A

PINELLAS COUNTY LEGAL DESCRIPTION: AIRPORT SUB

(UNRECORDED) (ST PETE-CLWTR AIRPORT) UPLAND & SUBM LANDS

IN SEC'S 21, 22, 27, 28, 33, 34 & 35/29/16 & IN SEC'S 2, 3 & 4/30/16 LESS

LEASED PARCELS & LESS U.S.C.G. PARCELS & LESS LANDINGS OF

TOWNSHIP, RANGE, SECTION: 30S, 16E, 3

SHEET LIST TABLE

SHEET NUMBER SHEET TITLE

G001 COVER AND INDEX OF DRAWINGS

G002 SUMMARY OF QUANTITIES

G003 SAFETY AND SECURITY NOTES AND DETAILS

G004 GENERAL NOTES

G100 CONTRACT LAYOUT PLAN

G101 SURVEY CONTROL PLAN

G110 GENERAL AND STAGING AREA NOTES

G141 EROSION AND SEDIMENTATION CONTROL NOTES AND DETAILS

G201 GEOTECHNICAL BORING PLAN

G202 SOIL PROFILES

C101 FENCE PLAN OVERALL

C102 FENCE PLAN AREA 1 (1A)

C103 FENCE PLAN AREA 1 (1B)

C104 FENCE PLAN AREA 1 (1C)

C105 FENCE PLAN AREA 1 (1D)

C106 FENCE PLAN AREA 1 (1E)

C107 FENCE PLAN AREA 1 (1F)

C108 FENCE PLAN AREA 2

C109 FENCE PLAN AREA 3

C151 FENCE DETAILS (SHEET 1 OF 4)

C152 FENCE DETAILS (SHEET 2 OF 4)

C153 FENCE DETAILS (SHEET 3 OF 4)

C154 FENCE DETAILS (SHEET 4 OF 4)

C155 TREE CLEARING DETAILS

S101 FOUNDATION DETAILS

E001 ELECTRICAL GENERAL NOTES AND SYMBOLS

E101 ELECTRICAL SITE PLAN

CONSULTANTS

SHEET NUMBER

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

AEP PROJECT NUMBER

SHEET TITLE

DESIGNED BY:

DESCRIPTIONNO. DATE

1004-1915-005

05-03-2024

BID

DOCUMENTS

CLEARWATER, FL 33762

ST. PETE-CLEARWATER

INTERNATIONAL AIRPORT

14700 TERMINAL

BOULEVARD, SUITE 221

PINELLAS COUNTY PID

NO. 006158A

JASON R. BLANKENSHIP

FL PE NO. 94486

NOT FOR CONSTRUCTION

THE OFFICIAL RECORD OF THIS

SHEET IS THE ELECTRONIC FILE

DIGITALLY SIGNED AND SEALED

UNDER RULE 61G15-23.004, F.A.C.

RECONSTRUCT

AIRPORT PERIMETER

FENCE PHASE 1

CDR

MKW

JRB

G002

SUMMARY OF QUANTITIES

SUMMARY OF

QUANTITIES

NOTE:

FOR PAY ITEMS FL-110-1, FL-110-2, FL-110-3, AND FL-120-1, REFER TO SPECIFICATION P-099.

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

AEP PROJECT NUMBER

SHEET TITLE

DESIGNED BY:

DESCRIPTIONNO. DATE

1004-1915-005

05-03-2024

BID

DOCUMENTS

CLEARWATER, FL 33762

ST. PETE-CLEARWATER

INTERNATIONAL AIRPORT

14700 TERMINAL

BOULEVARD, SUITE 221

PINELLAS COUNTY PID

NO. 006158A

JASON R. BLANKENSHIP

FL PE NO. 94486

NOT FOR CONSTRUCTION

THE OFFICIAL RECORD OF THIS

SHEET IS THE ELECTRONIC FILE

DIGITALLY SIGNED AND SEALED

UNDER RULE 61G15-23.004, F.A.C.

RECONSTRUCT

AIRPORT PERIMETER

FENCE PHASE 1

CDR

MKW

JRB

G003

1. SAFETY IS PARAMOUNT: IF THE CONSTRUCTION MANAGER (CM), CONTRACTOR'S PERSONNEL, OR A MEMBER OF THE AIRPORT STAFF SEES AN UNSAFE SITUATION ON THE PROJECT, THEY ARE OBLIGATED TO STOP THE WORK, RESTORE A SAFE CONDITION AND NOTIFY A SUPERVISOR OF THE PROBLEM. AT THAT POINT THE CONSTRUCTION MANAGER, AIRPORT REPRESENTATIVE, AND THE CONTRACTOR WILL MEET, RESOLVE THE SITUATION AND CONTINUE THE EFFORT.

2. COMMUNICATIONS: PROPER COMMUNICATIONS IS ESSENTIAL TO THE SUCCESS OF THE PROJECT. ALL COMMUNICATIONS WILL BE HANDLED IN THE FOLLOWING MANNER. A REQUEST FROM A SUBCONTRACTOR WILL BE GIVEN TO THE CONTRACTOR. HE WILL EVALUATE IT AND DETERMINE IF THE OWNER (PIE) NEEDS TO BE RESPONSIVE. IF SO HE WILL GIVE IT TO THE CONSTRUCTION MANAGER WHO WILL GIVE IT TO THE AIRPORT ENGINEER, WHO WILL DISSEMINATE IT TO THE APPROPRIATE AIRPORT DIVISION FOR A RESPONSE. THE RETURN INFORMATION WILL FOLLOW DOWN THE SYSTEM TO THE CONTRACTOR FOR HIS ACTION.

EXCEPTION: IN CASE OF AN EMERGENCY, DIRECT COMMUNICATION TO AIRPORT OPERATIONS IS AUTHORIZED TO QUICKLY RESOLVE THE SITUATION. ONCE STABILIZED, THE CONSTRUCTION TEAM (CONTRACTOR AND OWNER) WILL BE NOTIFIED OF THE SITUATION AND WHAT ACTIONS HAVE BEEN TAKEN.

3. CONSTRUCTION DELAYS: THE OWNER MAY HALT CONSTRUCTION DURING THE PROJECT AT ANY TIME IF IT IS DETERMINED TO BE IN THE BEST INTEREST OF AIRPORT ACTIVITIES OR SAFETY. NECESSARY EXTENSIONS IN CONTRACT TIME WILL BE GRANTED OR A STOP WORK ORDER WILL BE ISSUED DUE TO THESE DELAYS, HOWEVER, THERE WILL BE NO ADJUSTMENTS IN CONTRACT PRICE DUE TO THESE DELAYS.

4. CHANGES: ONLY ENGINEER APPROVAL IS AUTHORIZED TO MAKE CHANGES IN THE CONTRACT THAT WILL AFFECT THE CONTRACT AMOUNT AND THOSE REQUESTS

MUST BE DONE THROUGH THE CHANGE ORDER PROCESS.

5. THE CONTRACTOR SHALL ACQUAINT HIMSELF WITH FAA ADVISORY CIRCULAR AC-150/5370-25 "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION".

SAFETY NOTES

LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME THESE DRAWINGS WERE PREPARED, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THE INDICATED LOCATION OF UNDERGROUND UTILITIES, STRUCTURES, AND FACILITIES IS APPROXIMATE, AND REFLECTS THE BEST INFORMATION AVAILABLE FROM SURVEYS AND RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT SIZE, LOCATION, DEPTH, HEIGHT, ELEVATION, DIMENSION, AND EXTENT OF ALL UNDERGROUND AND OVERHEAD FACILITIES AND OTHER FEATURES AFFECTING THEIR WORK PRIOR TO PROCEEDING WITH ANY CONSTRUCTION ACTIVITY THAT MAY AFFECT SUCH FACILITIES. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ANY DAMAGE CAUSED BY FAILURE TO COMPLY WITH THESE INSTRUCTIONS.

SAFETY AND

SECURITY

NOTES AND

DETAILS

1. IT IS INTENDED THAT THE CONTRACTOR SHALL COMPLY WITH ALL SECURITY REQUIREMENTS SPECIFIED HEREIN AND IN THE CONTRACT DOCUMENTS. THE PROJECT SUPERINTENDENT/SUPERVISOR SHALL BE REQUIRED TO FAMILIARIZE THEMSELVES WITH REQUIREMENTS OF OPERATING WITHIN AND AROUND THE AIRPORT AND APPLICABLE RULES AND REGULATIONS. THE SUPERINTENDENT/SUPERVISOR SHALL BE RESPONSIBLE FOR BRIEFING ALL CONTRACTOR PERSONNEL ON THESE REQUIREMENTS AND, FROM TIME TO TIME, OTHER SECURITY PROVISIONS ADOPTED BY PIE. ALL NEW CONTRACTOR EMPLOYEES SHALL BE BRIEFED ON

THESE REQUIREMENTS PRIOR TO WORKING IN THE CONSTRUCTION AREA.

2. THE CONTRACTOR'S ACCESS TO THE SITE SHALL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE OWNER. NO OTHER ACCESS POINTS SHALL BE ALLOWED UNLESS APPROVED AND DIRECTED BY PIE. ALL CONTRACTOR TRAFFIC AUTHORIZED TO ENTER THE SITE SHALL BE EXPERIENCED IN THE ROUTE OR GUIDED BY CONTRACTOR PERSONNEL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL TO AND FROM THE VARIOUS CONSTRUCTION AREAS ON AIRPORT

PROPERTY.

3. ALL CONTRACTOR'S MATERIAL ORDERS FOR DELIVERY TO THE SITE MUST BE ESCORTED BY THE CONTRACTOR. THIS WILL PRECLUDE DELIVERY TRUCKS FROM ENTERING INTO THE AIRPORT OR TAKING SHORT-CUTS THROUGH THE PERIMETER GATES AND ENTERING INTO AIRCRAFT OPERATIONS AREAS INADVERTENTLY.

4. THE CONTRACTOR ACCESS GATE DESIGNATED FOR USE MAY BE UTILIZED BY OTHER CONTRACTORS, THE AIRPORT STAFF, OR TENANTS DURING THIS PROJECT.

THE CONTRACTOR IS REQUIRED TO COORDINATE ACCESS WITH ALL PARTIES. NO ADDITIONAL COMPENSATION SHALL BE MADE FOR ISSUES RELATED TO SITE

ACCESS.

5. IDENTIFICATION OF PERSONNEL: ALL EMPLOYEES OF THE CONTRACTOR OR SUBCONTRACTORS, REQUIRING ACCESS TO THE CONSTRUCTION SITE, ARE REQUIRED TO BE SUPPLIED WITH IDENTIFICATION BADGES TO BE WORN AT ALL TIMES WHILE WITHIN THE AREAS. BADGES SHALL BE SUPPLIED BY THE CONTRACTOR. BADGES CAN BE PLASTIC WALLET SIZE OR METAL PIN WITH A MINIMUM 2 1/2" DIAMETER AND MUST BE WORN ON OUTER GARMENTS SO AS TO BE CLEARLY VISIBLE. BADGING IS TO BE UNIFORM IN APPEARANCE AND SUFFICIENTLY DISTINCTIVE IN DESIGN OR COLOR TO CLEARLY IDENTIFY AN EMPLOYEE AS BEING ASSIGNED/ASSOCIATED WITH THIS CONTRACT. THE BADGE NUMBER SHALL BE PROMINENT FOR EASY IDENTIFICATION.

6. IDENTIFICATION OF VEHICLES: THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN A LIST OF CONTRACTOR AND SUB-CONTRACTOR VEHICLES AUTHORIZED TO OPERATE ON THE SITE. VEHICLES SHALL DISPLAY A LARGE COMPANY SIGN ON BOTH SIDES OF THE VEHICLE. VEHICLE MUST BE EQUIPPED WITH A RADIO FOR TOWER AND AIRPORT OPERATIONS COMMUNICATION. THE VEHICLE MUST INCLUDE A LIGHTED AND ROTATING BEACON. REFER TO THE AIRPORT PROJECT WORK

PROCEDURES FOR MORE INFORMATION.

7. THE CONTRACTOR IS RESPONSIBLE TO KEEP THE AIRPORT SECURED AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR IS REQUIRED TO PROVIDE A SECURITY PLAN DEMONSTRATING THE PROCEDURES OF MAINTAINING SECURITY OF THE AOA/SIDA WHILE REMOVING AND INSTALLING FENCING. THESE PROCEDURES AND DAILY CONSTRUCTION OPERATIONS ARE TO B E APPROVED AND COORDINATED WITH THE AIRPORT SECURITY COORDINATOR.

SECURITY NOTES

1. ALL EMPLOYEES, AGENTS, VENDORS, INVITEES, ETC. OF THE CONTRACTOR OR SUBCONTRACTORS REQUIRING ACCESS TO THE PROJECT SITES LOCATED WITHIN THE AOA, IN ACCORDANCE WITH THE OWNER'S SECURITY PROGRAM, WILL BE REQUIRED TO DISPLAY AIRPORT ISSUED IDENTIFICATION OR BE UNDER ESCORT BY PROPERLY BADGED PERSONNEL. SUPERVISORS SHALL BE BADGED WITH PIE SIDA ESCORT BADGE. AT THE COMPLETION OF THE CONTRACT ALL BADGES WILL BE RETURNED TO THE AIRPORT OR A PER BADGE CHARGE WILL BE ASSESSED FOR ALL BADGES NOT RETURNED. AS PART OF THE BADGE APPLICATION PROCESS, EACH APPLICANT WILL BE FINGERPRINTED FOR USE IN AN FBI CRIMINAL RECORDS SEARCH. ANY PERSON WHOSE CRIMINAL RECORD REVEALS OFFENSES LISTED BY FAA AS DISQUALIFYING OFFENSES WILL BE DENIED A BADGE AND WILL BE PROHIBITED FROM UNESCORTED ACCESS TO THE PROJECT SITE. ALL REQUIRED PAPERWORK AND ID BADGE APPLICATIONS SHALL BE SUBMITTED A MINIMUM OF TWO (2) WEEKS BEFORE ISSUANCE OF ANY BADGE. CONTRACTOR PERSONNEL REQUIRING AIRPORT ISSUED BADGES ARE RESPONSIBLE FOR ATTENDING SIDA TRAINING AND COMPLETING SECURITY BADGE APPLICATIONS, WHICH WILL INCLUDE AIR/GROUND RADIO, TAXIWAY AND AIRPORT FAMILIARIZATION. THERE IS A CHARGE FOR THE FBI BACKGROUND CHECK AND FINGERPRINTING PROCESS, THE COST OF WHICH SHALL BE INCIDENTAL TO THE MOBILIZATION PAY ITEM.

2. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO AIRPORT OPERATIONS A MINIMUM OF 48 HOURS IN ADVANCE OF ANY MODIFICATIONS TO AOA OR SIDA PERIMETERS OR ACCESS CONTROLS, INCLUDING FENCES, GATES, DOORS, OR ANY OTHER SUCH MODIFICATION. CONSTRUCTION OPERATIONS WILL NOT BE

PERMITTED IN AREAS WHERE SUFFICIENT NOTICE IS NOT PROVIDED.

3. THE CONTRACTOR IS RESPONSIBLE FOR AND ASSUMES ALL LIABILITY FOR MAINTAINING THE SECURITY OF THE AOA AND SIDA IN ANY LOCATION RELATED TOT HE CONSTRUCTION OF THE PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR ANY AOA OR SIDA GATE OR FENCE PENETRATION LOCATION THAT IS NOT SECURE ACCORDING TO THE AIRPORT SECURITY REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO, MALFUNCTIONING ACCESS EQUIPMENT, INCOMPLETE OR MISSING FENCE OR GATES. AT THE EXPENSE OF THE CONTRACTOR, SUCH LOCATIONS SHALL BE MANNED 24 HOURS PER DAY, 7 DAYS PER WEEK AND CONTRACTOR OR EMPLOYEE MUST MEET THE REQUIRED AIRPORT SECURITY AND BADGING CRITERIA ALONG WITH PROPERLY MARKED VEHICLES, CELLULAR PHONE AND RADIO FOR COMMUNICATION. SHOULD THE CONTRACTOR NEED TO OUTSOURCE GUARDS, THE OWNER PREFERS PINELLAS COUNTY SHERIFFS OFFICE

(PSCO).

AOA AND SIDA NOTES

AVIATION ORANGE

AVIATION WHITE

G003

1 CONSTRUCTION SAFETY FLAG

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

AEP PROJECT NUMBER

SHEET TITLE

DESIGNED BY:

DESCRIPTIONNO. DATE

1004-1915-005

05-03-2024

BID

DOCUMENTS

CLEARWATER, FL 33762

ST. PETE-CLEARWATER

INTERNATIONAL AIRPORT

14700 TERMINAL

BOULEVARD, SUITE 221

PINELLAS COUNTY PID

NO. 006158A

JASON R. BLANKENSHIP

FL PE NO. 94486

NOT FOR CONSTRUCTION

THE OFFICIAL RECORD OF THIS

SHEET IS THE ELECTRONIC FILE

DIGITALLY SIGNED AND SEALED

UNDER RULE 61G15-23.004, F.A.C.

RECONSTRUCT

AIRPORT PERIMETER

FENCE PHASE 1

CDR

MKW

JRB

G004

1. HAUL ROUTES: LOCATION OF HAUL ROUTES ON THE AIRPORT SITE SHALL BE AS SPECIFIED ON THE PLANS OR AS APPROVED BY THE CONSTRUCTION MANAGER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE OFF-SITE HAUL ROUTES (STATE HIGHWAYS, COUNTY ROADS OR

CITY STREETS) WITH THE APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE AFFECTED

ROUTE AND OBTAIN HAUL PERMITS NECESSARY AS REQUIRED BY THE LOCAL JURISDICTION.

ON-SITE HAUL ROUTES SHALL BE MAINTAINED BY THE CONTRACTOR AND SHALL BE RESTORED TO THEIR ORIGINAL CONDITION UPON COMPLETION OF BEING USED AS A HAUL ROUTE. THE PRE- AND POST-CONSTRUCTION CONDITION OF ON-SITE HAUL ROUTES SHALL BE JOINTLY INSPECTED AND

DETERMINED BY THE CONTRACTOR AND THE PROJECT CONSTRUCTION MANAGER. FENCING,

DRAINAGE, GRADING AND OTHER MISCELLANEOUS CONSTRUCTION REQUIRED TO CONSTRUCT

TEMPORARY HAUL ROUTES OR ACCESS POINTS ON THE AIRPORT WILL BE THE CONTRACTOR'S

TOTAL RESPONSIBILITY AND SHALL BE APPROVED BY THE CONSTRUCTION MANAGER PRIOR TO

THE WORK. CONSTRUCTION AND MAINTENANCE OF ON-SITE HAUL ROUTE WILL BE PAID FOR

UNDER ITEM C-105-1. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO HAUL

ROUTES RESULTING FROM CONSTRUCTION TRAFFIC AS DETERMINED BY THE PROJECT

CONSTRUCTION MANAGER. ANY PAVEMENTS DAMAGED BY THE CONSTRUCTION EQUIPMENT

SHALL BE REMOVED AND REPLACED TO AT LEAST 10 FEET ON EACH SIDE OF THE MOST EXTREME

OUTER TIRE MARKS TO ENSURE ALL PAVEMENT TRAVERSED BY THE CONSTRUCTION EQUIPMENT

IS REMOVED AND REPLACED. RESTORATION OF SITE TO EXISTING CONDITION WILL BE INCIDENTAL

TO THE C-105-1 PAY ITEM.

2. ANY DAMAGE TO STATE, COUNTY, LOCAL OR AIRPORT FACILITY ROADWAYS CAUSED BY THE

CONTRACTOR'S HAULING OR CONSTRUCTION EQUIPMENT SHALL BE REPAIRED BY THE

CONTRACTOR TO THE SATISFACTION OF THE OWNER AT CONTRACTOR'S SOLE EXPENSE.

3. THE CONTRACTOR SHALL MAINTAIN AT ALL TIMES A SECURED AIR OPERATIONS AREA (SECURITY).

THIS SHALL INCLUDE THE TEMPORARY FENCING AND NECESSARY ACCESS GATES, AS REQUIRED.

ACCESS GATES TO THE SECURITY LOCATIONS SHALL BE AS SHOWN ON THE PLANS, OR APPROVED BY THE OWNER. IF A SECURITY ACCESS GATE IS REQUIRED, A SECURITY GUARD IS REQUIRED AT

ALL TIMES WHEN AN ACCESS GATE IS IN USE. NO OTHER SITE ACCESS WILL BE ALLOWED.

SECURITY GUARDS MUST UNDERGO A FINGERPRINT-BASED BACKGROUND CHECK AND OBTAIN A

SIDA BADGE FROM THE OWNER. THE COST OF THE SIDA BADGE AND SECURITY GUARD SHALL BE

THE CONTRACTOR'S RESPONSIBILITY.

4. FOR MANUAL GATES ONLY, THE CONTRACTOR SHALL INSTALL ITS OWN LOCK AT EACH GATE

AUTHORIZED FOR USE IN THIS CONTRACT. THE CONTRACTOR SHALL INSTALL ITS LOCK PER THE

DIRECTIONS OF AIRPORT OPERATIONS AND/OR THE AIRPORT SECURITY COORDINATOR.

5. THE CONTRACTOR'S VEHICLES AND EQUIPMENT SHALL BE RESTRICTED TO THE CONSTRUCTION LIMITS, HAUL ROUTES, AND CONTRACTOR'S STAGING AREA ONLY. DESIGNATED PARKING FOR THE

CONTRACTOR'S EMPLOYEES VEHICLES SHALL BE RESTRICTED TO THE STAGING AREA OR OTHER

LOCATIONS IDENTIFIED AND APPROVED BY OPERATIONS. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR TRANSPORTING ALL PERSONNEL BETWEEN THE STAGING AREA AND THE

PROJECT WORK AREAS. OVERNIGHT EQUIPMENT STORAGE SHALL BE AT THE CONTRACTOR'S

STAGING AREA ONLY.

6. LIMITS OF WORK SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR, ENGINEER, AND THE

OWNER PRIOR TO BEGINNING WORK.

7. THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREA. LOCATION,

ELEVATION, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN IN ACCORDANCE WITH THE BEST INFORMATION AVAILABLE AT TIME OF THE PREPARATION

OF THESE PLANS BUT DO NOT PURPORT TO BE ABSOLUTELY ACCURATE. IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY UNDERGROUND UTILITY LOCATED,

FLAGGED AND IDENTIFIED PRIOR TO CONSTRUCTION, AND AT A MINIMUM HAVE A SUNSHINE STATE "ONE CALL" PLACED (DIAL 811 OR 1-800-432-4770). THE OWNER WILL BE NOTIFIED AS A PART OF THE

"ONE CALL" PROCESS. ANY DAMAGE DONE TO ANY EXISTING UTILITIES SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL IMMEDIATELY REPAIR ANY

UTILITY DAMAGED BY HIS ACTIONS AT NO ADDITIONAL COST TO THE OWNER.

8. PROTECTION AND REPAIR OF DAMAGE TO EXISTING CABLES:

LOCATION OF EXISTING FAA UNDERGROUND CABLES WILL BE FLAGGED ONE TIME BY THE LOCAL AIRWAY FACILITIES SECTOR OFFICE PERSONNEL, IF APPLICABLE, THROUGH COORDINATION WITH OPERATIONS. THESE FLAGS SHALL BE PROTECTED AND MAINTAINED BY THE CONTRACTOR AT ALL TIMES. IF FLAGS ARE LOST OR REMOVED BY THE CONTRACTOR, THEY WILL BE FLAGGED AGAIN AT

THE CONTRACTOR'S EXPENSE. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING UTILITY

LOCATIONS ON NON-FAA UNDERGROUND CABLES. ALL UNDERGROUND CABLES SHALL BE

PROTECTED AND DAMAGES REPAIRED EXPEDITIOUSLY AT NO ADDITIONAL COST TO THE OWNER.

9. CONSTRUCTION LIMITS:

ALL CONTRACTOR VEHICLES AND TRAFFIC SHALL REMAIN WITHIN THE DESIGNATED

CONSTRUCTION LIMITS AND HAUL ROUTES. ABSOLUTELY NO CONTRACTOR VEHICLES WILL BE

ALLOWED ON OTHER SECURED AREAS.

10. NIGHTTIME CONSTRUCTION LIGHTING:

WHEN NIGHT WORK IS PERMITTED OR REQUIRED, THE CONTRACTOR SHALL PROVIDE SUFFICIENT

LIGHTING CAPABLE OF FULLY ILLUMINATING THE WORK AREA. THE CONTRACTOR SHALL

COORDINATE THE DIRECTION AND ANGLE OF THE LIGHTS WITH THE OWNER TO PREVENT

IMPAIRING THE VISION OF AIRCRAFT OPERATIONS AND THE FAA AIR TRAFFIC CONTROL TOWER.

GENERAL NOTES

LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME THESE DRAWINGS WERE PREPARED, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THE INDICATED LOCATION OF UNDERGROUND UTILITIES, STRUCTURES, AND FACILITIES IS APPROXIMATE, AND REFLECTS THE BEST INFORMATION AVAILABLE FROM SURVEYS AND RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT SIZE, LOCATION, DEPTH, HEIGHT, ELEVATION, DIMENSION, AND EXTENT OF ALL UNDERGROUND AND OVERHEAD FACILITIES AND OTHER FEATURES AFFECTING THEIR WORK PRIOR TO PROCEEDING WITH ANY CONSTRUCTION ACTIVITY THAT MAY AFFECT SUCH FACILITIES. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ANY DAMAGE CAUSED BY FAILURE TO COMPLY WITH THESE INSTRUCTIONS.

GENERAL

NOTES

GENERAL NOTES (CONTINUED)

CONTRACTOR STAGING AREA NOTES

1. STAGING AREAS SHOWN ON SHEET G100 ARE APPROXIMATE. THE CONTRACTOR SHALL

COORDINATE WITH THE OWNER DURING THE MOBILIZATION PHASE FOR THE LIMITS OF THE

STAGING AREA. THE CONTRACTOR SHALL UTILIZE THIS LOCATION THROUGHOUT

CONSTRUCTION.

2. THE CONTRACTOR SHALL TAKE CARE TO ENSURE THAT ALL EQUIPMENT AND MATERIALS

LOCATED WITHIN THE CONTRACTOR'S STAGING AREA ARE LOCATED OUTSIDE OF ANY

RUNWAY OR TAXIWAY OBJECT FREE AREAS.

3. IF REQUESTED BY THE CONTRACTOR, ADDITIONAL AREAS ADJACENT TO THE WORK SITE

MAY BE MADE AVAILABLE FOR USE BY THE CONTRACTOR AS A STAGING AREA AT THE

DISCRETION OF THE OWNER.

4. THE EXACT LOCATIONS AND DIMENSIONS OF THE STAGING AREA WILL BE CONFIRMED IN

THE FIELD BY THE OWNER.

5. THE STAGING AREA LOCATION DOES NOT HAVE EXISTING UTILITIES. THE CONTRACTOR IS

RESPONSIBLE FOR ESTABLISHING ANY UTILITIES REQUIRED FOR HIS OWN USE AND ANY

UTILITIES REQUIRED WILL BE AT THE CONTRACTORS EXPENSE. IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL ASSOCIATED UTILITY

CONNECTIONS FOR THE STAGING AREA WITH THE LOCAL AUTHORITIES.

6. NO STAGING ON ANY ACTIVE AIRFIELD PAVEMENTS OR ROADWAYS WILL BE ALLOWED AT

ANY TIME.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING THEIR OWN FENCING,

MAINTAINING EXISTING FENCING, AND SECURING THE STAGING AREA.

8. AT THE CONCLUSION OF CONSTRUCTION AND BEFORE FINAL ACCEPTANCE, THE STAGING

AREA AND EMPLOYEE PARKING AREA SHALL BE RESTORED TO THEIR PRE-CONSTRUCTION

CONDITION. THE AREA SHALL BE GRADED TO DRAIN AS EXISTING AND SODDED IF

NECESSARY PER THE PROJECT DRAWINGS AND SPECIFICATIONS. COST SHALL BE

CONSIDERED INCIDENTAL TO THE C-105-1 MOBILIZATION PAY ITEM. ANY DAMAGE DONE TO

EXISTING FENCE, PAVEMENT, CURBS, ETC. AS A RESULT OF THE CONTRACTORS FORCES

SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

9. ANY DAMAGE DONE TO EXISTING FENCE, PAVEMENT, CURBS, ETC. AS A RESULT OF THE

CONTRACTORS FORCES SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL

COST TO THE OWNER.

11. ALL MATERIALS TO BE INSTALLED SHALL BE APPROVED BY THE ENGINEER AND THE OWNER PRIOR TO

INSTALLATION.

12. WASTE DISPOSAL: ALL WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION SHALL BE REMOVED FROM THE CONSTRUCTION AREA AND BE DISPOSED OF OFF-SITE IN A LEGAL MANNER. NO MATERIAL SHALL BE

WASTED ON THE AIRPORT SITE.

13. ANY EXISTING TURF AREA DISTURBED OUTSIDE THE LIMITS OF WORK AS A RESULT OF THE CONTRACTOR'S WORK EFFORT SHALL BE SODDED AT THE OWNER'S DISCRETION IN ACCORDANCE WITH THE AIRPORT'S DESIGN STANDARDS AND CONTRACT SPECIFICATIONS AT THE CONTRACTOR'S EXPENSE. ANY SOD INSTALLED SHALL

MATCH THE EXISTING SOD SPECIES.

14. THE CONTRACTOR SHALL PROVIDE A FULL-TIME ON-SITE SUPERVISOR FOR THE DURATION OF THE PROJECT.

FOR OTHER SUPERVISOR REQUIREMENTS REFER TO THE PROJECT SPECIFICATIONS.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE STAKE-OUT OF THE PROJECT (I.E., LINE, GRADE, SLOPE STAKE, UTILITY RELOCATIONS OR ANY OTHER STAKE OUT THAT MAY BE REQUIRED TO COMPLETE THE PROJECT) IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. ANY AND ALL EXPENSES INCURRED FOR THIS WORK SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE C-104-1 PROJECT SURVEY AND

STAKEOUT PAY ITEM.

16. THE CONTRACTOR SHALL ENDEAVOR TO PROTECT PRIVATE PROPERTY. ANY DAMAGE CAUSED BY THE CONTRACTOR IN THE PERFORMANCE OF THEIR WORK SHALL BE CORRECTED TO THE SATISFACTION OF THE

OWNER AT NO ADDITIONAL COST TO THE OWNER.

17. THE CONTRACTOR SHALL COORDINATE THE WORK OF THIS PROJECT WITH THE OWNER, ALL TENANTS, OTHER

CONTRACTORS AND OTHER ON GOING PROJECTS AT THE SITE AS REQUIRED.

18. WORK AREA CLEANLINESS: THE CONTRACTOR'S WORK AND STAGING AREAS ARE IN VERY CLOSE PROXIMITY TO ACTIVE AIRCRAFT OPERATIONS. THE AIRCRAFTS' JET ENGINES ARE SUSCEPTIBLE TO INTAKE OF MATERIAL FROM PAVEMENT SURFACES WHICH COULD CAUSE DAMAGE TO THE AIRCRAFT. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO ENSURE THE SITE IS CLEAN AND FREE OF DEBRIS AT ALL TIMES. UPON COMPLETION OF A DAY'S WORK, THE CONTRACTOR SHALL INSPECT ALL PAVEMENTS IN THE IMMEDIATE VICINITY OF THE DAY'S WORK AREA FOR DEBRIS PRIOR TO LEAVING THE SITE. ANY DEBRIS SHALL BE REMOVED FROM THE SITE.

PAYMENT FOR THIS WORK SHOULD BE CONSIDERED INCIDENTAL TO THE PROJECT. NO ADDITIONAL

COMPENSATION WILL BE MADE FOR CLEANING EFFORTS.

19. ALL CONSTRUCTION EQUIPMENT HEIGHTS, BOOMS, ETC. SHALL BE LIMITED TO 25 FEET ABOVE GRADE AS PER

THE AIRSPACE STUDY UNLESS OTHERWISE APPROVED BY THE OWNER.

20. THE CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD

CONDITIONS AND CONSTRUCTION DOCUMENTS.

21. CONTRACTOR SHALL REQUEST ADDITIONAL INFORMATION OR CLARIFICATION IF HE/SHE BELIEVES ADDITIONAL INFORMATION IS NEEDED IN ORDER TO MEET THE REQUIREMENTS AND INTENTS OF THE PLANS. WORK COVERED UNDER THIS ITEM AND SLIGHT ADJUSTMENTS TO MEET THE REQUIREMENTS AND INTENTS OF THE

PLANS SHALL BE INCIDENTAL TO THE PROJECT.

22. PRIOR TO SETTING ANY CONSTRUCTION STAKES, THE CONTRACTOR SHALL FIRST VERIFY THE ACCURACY OF THE CONTROL POINTS ESTABLISHED FOR THIS PROJECT. IF ERRORS OR DISCREPANCIES ARE DISCOVERED DURING THIS VERIFICATION PROCESS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN WRITING, EXPLAINING THE ISSUE IN DETAIL. SECONDLY, UPON COMPLETION OF THIS VERIFICATION PROCESS, THE CONTRACTOR'S REGISTERED LAND SURVEY SHALL CERTIFY, IN WRITING, THAT ALL CONTROL POINTS ARE ACCEPTABLE AND ADEQUATE TO ALLOW THE CONTRACTOR'S CONSTRUCTION STAKING TO MEET THE

ACCURACY REQUIREMENTS OF THE SPECIFICATION.

23. IF ANY EXISTING STRUCTURES ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURES AS NECESSARY TO RETURN THEM TO PRE-CONSTRUCTION CONDITIONS AT THE CONTRACTOR'S EXPENSE. NO SEPARATE PAYMENT WILL BE MADE

FOR THESE REPAIRS.

24. IT IS NOT ANTICIPATED DEWATERING/WATER MANAGEMENT TO BE REQUIRED DURING CONSTRUCTION OF THIS PROJECT. THE COST ASSOCIATED WITH ANY ELEMENT OF CONSTRUCTION FOR THIS PROJECT SHALL BE CONSIDERED INCIDENTAL TO THAT ELEMENT AND SHALL BE INCLUDED IN THE RESPECTIVE PAY ITEM. NO

SEPARATE PAYMENT WILL BE MADE FOR DEWATERING.

ROADWAY MAINTENANCE OF TRAFFIC NOTES

1. THE CONTRACTOR SHALL SUBMIT A MAINTENANCE OF TRAFFIC PLAN TO THE OWNER

FOR REVIEW AND APPROVAL PRIOR TO THE START OF CONSTRUCTION REQUIRING

ANY ROADWAY OR LANE CLOSURES.

2. ALL TRAFFIC CONTROL MEASURES DURING ROADWAY LANE CLOSURES SHALL

FOLLOW THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD PLANS FOR

MAINTENANCE OF TRAFFIC INDEX 102 (FY 2023-24), ALL APPLICABLE SECTIONS.

3. FLAGGERS WILL BE REQUIRED DURING ALL PHASES OF WORK WHERE ONE-LANE,

TWO-WAY TRAFFIC IS NECESSARY FOR THE MAINTENANCE OF TRAFFIC DURING

CONSTRUCTION. ALL FLAGGERS SHALL BE IN SIGHT OF EACH OTHER OR IN DIRECT

COMMUNICATION AT ALL TIMES.

4. A MINIMUM OF TWO LANE ACCESS ON ALL ROADS MUST BE MAINTAINED AT ALL TIMES

DURING CONSTRUCTION EXCEPT WHEN FLAGGERS ARE PRESENT AND WITH THE

APPROVAL OF OPERATIONS.

ULMERTON BLVD

R U

N W

AY 18-36

RUNW

AY 4-

OLD ROOSEVELT BLVD

MAIN

TERMINAL

COAST

GUARD

TA

XIW

AY G

TAXIW

AY A

TAXIWAY T

R O

O

SEVELT BLVD

VEH

IC

LE SER

VIC

E R O

AD

BASE BID

(AREA 1)

BID ALT NO.2

(AREA 3)

BID ALT NO.1

(AREA 2)

COORDINATE

WITH OWNER

FOR AREA 1

SITE STAGING

AIRPORT PARKWAY

TH

S

TR

EE

T

FAIRCHILD DRIVE

GENERAL HOWARD DRIVE

AI

R

PO

R

T

PE

R

IM

ET

ER

R O

ADGATE "F"

GATE P

GATE Q

COORDINATE

WITH OWNER

FOR AREA 3 SITE

STAGING

COORDINATE

WITH OWNER

FOR AREA 2

SITE STAGING

CONTRACTOR

STAGING AND

PARKING AREA

ADDITIONAL

CONTRACTOR

STAGING AND

PARKING AREA

100 120 140 160 180 2000

210 CALENDAR DAYS

PROJECT DURATION

(90 DAYS)

(120 DAYS)

(30 DAYS)

(45 DAYS)

PHASE 0 - MOBILIZATION

PHASE 1 - BASE BID

PHASE 2

BID ALT 1

PHASE 3

BID ALT 2

CDR

MKW

JRB

G100

CONTRACT

LAYOUT

PLAN

NORTH

FEET

FOR 22"X34" DRAWINGS

250 500 1000

N

LEGEND:

CONTRACTOR STAGING AREA

CONSTRUCTION HAUL ROUTE

1. THE PHASING SCHEMATIC SHOWN ON THIS SHEET IS

INTENDED TO MINIMIZE IMPACTS TO AIRPORT OPERATIONS

AND IS SUBJECT TO CHANGE DURING CONSTRUCTION. ALL

DURATIONS ARE SHOWN IN CALENDAR DAYS.

2. THE PHASING NOTES SHOWN HEREIN PROVIDE THE

PHASING REQUIREMENTS FOR THE PROJECT. THE

CONTRACTOR SHALL DEVELOP, AND SUBMIT FOR

APPROVAL, HIS OWN CONSTRUCTION PHASING PLAN AND

SCHEDULE MEETING THESE REQUIREMENTS PRIOR TO

THE START OF CONSTRUCTION. COST OF DEVELOPING

THE CONSTRUCTION PHASING PLAN SHALL BE INCLUDED

IN THE BID UNIT COST FOR THE C-105-1 MOBILIZATION PAY

ITEM.

3. WORK HOURS SHALL BE 7AM TO 7PM, MONDAY TO FRIDAY,

UNLESS OTHERWISE NOTED. SATURDAY AND SUNDAY

WORK MAY BE PERMITTED PENDING A REQUEST IS MADE

TO AND APPROVED BY THE CONSTRUCTION MANAGER NO

LESS THAN 24 HOURS PRIOR TO THE REGULAR WORKDAY.

4. SEE SHEET G003 FOR CONSTRUCTION SAFETY AND

SECURITY NOTES AND DETAILS.

SCHEDULE REQUIREMENTS

CONTRACTOR PARKING AREA

CONTRACT LAYOUT PLAN NOTES:

1. CONTRACTOR TO PERFORM REQUIRED WORK WITHIN THE LIMITS

SHOWN.

2. CONTRACTOR SHALL MAINTAIN EXISTING ACCESS ROUTES

UNRESTRICTED. ALL PUBLIC VEHICLES HAVE THE RIGHT OF WAY

OVER CONSTRUCTION VEHICLES AND EQUIPMENT AT ALL TIMES.

3. THE CONTRACTOR SHALL CONTINUOUSLY CLEAN UP DURING

EACH PHASE OF THE PROJECT AND SHALL PERFORM FINAL CLEAN

UP WORK PRIOR TO A FINAL INSPECTION. THE CONTRACTOR

SHALL SWEEP ON A DAILY BASIS AS NECESSARY OR AS DIRECTED

BY THE OWNER'S REPRESENTATIVE.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL

AND TAKE APPROPRIATE MEASURES AS NECESSARY OR AS

DIRECTED BY THE OWNER'S REPRESENTATIVE.

5. CONTRACTOR EMPLOYEE PARKING AND STAGING AREA

LOCATIONS AND LIMITS ARE APPROXIMATE. CONTRACTOR SHALL

COORDINATE WITH THE CONSTRUCTION MANAGER DURING THE

MOBILIZATION PHASE FOR ESTABLISHMENT OF PARKING AND

STAGING AREAS.

6. CONSTRUCTION WORK WILL REQUIRE ACCESS TO THE ACTIVE

AIRCRAFT OPERATIONS AREA (AOA). CONTRACTOR SHALL

COORDINATE ACCESS TO AND FROM THE LIMITS OF WORK WITH

AIRPORT OPERATIONS AND THE CONSTRUCTION MANAGER.

7. CONTRACTOR EMPLOYEES SHALL PARK IN THE DESIGNATED

STAGING AREA AS SHOWN ON THIS SHEET. CONTRACTOR

PERSONAL VEHICLES ARE NOT ALLOWED ON THE AIRFIELD AT

ANY TIME.

BASE BID

BID ALTERNATE 1

BID ALTERNATE 2

THIS SHEET TO BE PRINTED IN COLOR

CONSTRUCTION PHASING

SCHEMATIC

804020 60

CONSULTANTS

SHEET NUMBER

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

AEP PROJECT NUMBER

SHEET TITLE

DESIGNED BY:

DESCRIPTIONNO. DATE

1004-1915-005

05-03-2024

BID

DOCUMENTS

CLEARWATER, FL 33762

ST. PETE-CLEARWATER

INTERNATIONAL AIRPORT

14700 TERMINAL

BOULEVARD, SUITE 221

PINELLAS COUNTY PID

NO. 006158A

JASON R. BLANKENSHIP

FL PE NO. 94486

NOT FOR CONSTRUCTION

THE OFFICIAL RECORD OF THIS

SHEET IS THE ELECTRONIC FILE

DIGITALLY SIGNED AND SEALED

UNDER RULE 61G15-23.004, F.A.C.

RECONSTRUCT

AIRPORT PERIMETER

FENCE PHASE 1

1. PHASE LIMITS AND DURATIONS ARE ESTABLISHED TO MINIMIZE THE DISRUPTION OF AIRFIELD OPERATIONS DURING CONSTRUCTION. IT IS THE CONTRACTORS RESPONSIBILITY TO FOLLOW AND IMPLEMENT THE REQUIREMENTS ESTABLISHED IN THE TECHNICAL SPECIFICATIONS AND SPECIAL PROVISIONS UNDER

SAFETY AND SECURITY.

2. CONSTRUCTION WITHIN THE ROFA SHALL REQUIRE COMMUNICATION WITH AIRPORT OPERATIONS.

CLOSURES SHALL BE COORDINATED AS NECESSARY WITH THE OWNER AND AIRPORT OPERATIONS STAFF TO ENSURE THAT IMPACTS TO AIRPORT OPERATIONS ARE MINIMIZED. THE CONTRACTOR SHALL PROVIDE A SCHEDULE OF ALL ANTICIPATED CLOSURES AT THE BEGINNING OF CONSTRUCTION FOR APPROVAL BY

OPERATIONS

3. THE CONTRACTOR SHALL MAKE EVERY EFFORT POSSIBLE TO MINIMIZE THE DURATION OF ANY TAXIWAY CLOSURES. PROJECT PHASING SEQUENCE CAN, AT THE AIRPORTS REQUEST BE MOVED OR MODIFIED DUE

TO AIRPORT OPERATIONS.

4. PROJECT PHASING SEQUENCE MAY BE SUBJECT TO BE MOVED OR MODIFIED DUE TO COORDINATION WITH OTHER AIRPORT PROJECTS IN ORDER TO LIMIT IMPACS TO OPERATIONS, 72 HOURS NOTICE SHALL BE PROVIDED PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES TO ENSURE THAT APPROPRIATE

NOTAMS ARE ISSUES.

GENERAL PHASING NOTES

U

N W

AY 18-36

RUNW

AY 4-

OLD ROOSEVELT BLVD

MAIN

TERMINAL

TA

XIW

AY G

TAXIWAY T

R O

O

SEVELT BLVD

VEH

IC

LE SER

VIC

E R O

AD

AIRPORT PARKWAY

TH

S

TR

EE

T

FAIRCHILD DRIVE

AI

R

PO

R

T

PE

R

IM

ET

ER

R O

AD

CDR

MKW

JRB

G101

SURVEY

CONTROL

PLAN

NORTH

FEET

FOR 22"X34" DRAWINGS

250 500 1000

N

THIS SHEET TO BE PRINTED IN COLOR

1. COORDINATES SHOWN HEREON ARE GRID COORDINATES,

EXPRESSED IN US SURVEY FEET, BASED ON THE FLORIDA

WEST ZONE TRANSVERSE MERCATOR STATE PLANE

COORDINATE SYSTEM NAD83 (2011 ADJUSTMENT).

2. SURVEY PERFORMED BY NORTHWEST SURVEYING INC.

LB5122, MARCH 25, 2024.

SURVEY NOTES

SURVEY CONTROL POINTS

POINT #

CP1

CP2

CP3

CP4

CP5

CP6

CP7

CP8

CP9

CP10

CP11

CP12

NORTHING

1299476.18

1299454.77

1299856.60

1299996.10

1296147.18

1296134.81

1296084.09

1295725.46

1295512.05

1295389.02

1295391.86

1295101.60

EASTING

431954.69

432089.99

431440.16

431412.93

432851.99

433227.86

433653.20

433752.02

433941.83

434284.59

434426.93

434650.76

DESCRIPTION

SCIR

SCIR

SPK

SPK

SCIR

SCIR

SCIR

SPK

SCIR

SPK

SCIR

SCIR

CONSULTANTS

SHEET NUMBER

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

AEP PROJECT NUMBER

SHEET TITLE

DESIGNED BY:

DESCRIPTIONNO. DATE

1004-1915-005

05-03-2024

BID

DOCUMENTS

CLEARWATER, FL 33762

ST. PETE-CLEARWATER

INTERNATIONAL AIRPORT

14700 TERMINAL

BOULEVARD, SUITE 221

PINELLAS COUNTY PID

NO. 006158A

JASON R. BLANKENSHIP

FL PE NO. 94486

NOT FOR CONSTRUCTION

THE OFFICIAL RECORD OF THIS

SHEET IS THE ELECTRONIC FILE

DIGITALLY SIGNED AND SEALED

UNDER RULE 61G15-23.004, F.A.C.

RECONSTRUCT

AIRPORT PERIMETER

FENCE PHASE 1

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

AEP PROJECT NUMBER

SHEET TITLE

DESIGNED BY:

DESCRIPTIONNO. DATE

1004-1915-005

05-03-2024

BID

DOCUMENTS

CLEARWATER, FL 33762

ST. PETE-CLEARWATER

INTERNATIONAL AIRPORT

14700 TERMINAL

BOULEVARD, SUITE 221

PINELLAS COUNTY PID

NO. 006158A

JASON R. BLANKENSHIP

FL PE NO. 94486

NOT FOR CONSTRUCTION

THE OFFICIAL RECORD OF THIS

SHEET IS THE ELECTRONIC FILE

DIGITALLY SIGNED AND SEALED

UNDER RULE 61G15-23.004, F.A.C.

RECONSTRUCT

AIRPORT PERIMETER

FENCE PHASE 1

CDR

MKW

JRB

G110

EXCAVATION AND GRADING NOTESSITE ACCESS NOTES

MAINTENANCE OF TRAFFIC NOTES:

LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME THESE DRAWINGS WERE PREPARED, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THE INDICATED LOCATION OF UNDERGROUND UTILITIES, STRUCTURES, AND FACILITIES IS APPROXIMATE, AND REFLECTS THE BEST INFORMATION AVAILABLE FROM SURVEYS AND RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT SIZE, LOCATION, DEPTH, HEIGHT, ELEVATION, DIMENSION, AND EXTENT OF ALL UNDERGROUND AND OVERHEAD FACILITIES AND OTHER FEATURES AFFECTING THEIR WORK PRIOR TO PROCEEDING WITH ANY CONSTRUCTION ACTIVITY THAT MAY AFFECT SUCH FACILITIES. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ANY DAMAGE CAUSED BY FAILURE TO COMPLY WITH THESE INSTRUCTIONS.

PERMIT AND UTILITY NOTES

CAUTION!! PROTECTION AND REPAIR OF DAMAGE TO EXISTING CABLES: ALL UNDERGROUND CABLES SHALL BE PROTECTED AND DAMAGES REPAIRED EXPEDITIOUSLY AT THE CONTRACTOR'S EXPENSE AT NO ADDITIONAL COST TO THE OWNER INCLUDING PAYMENT FOR ANY DAMAGES INCURRED BY THE OWNER. FAA COMMUNICATION CABLES ARE PRESENT WITHIN THE PROJECT AREA THAT PROVIDE POWER TO ALL AIRPORT NAVAIDS. THE CONTRACTOR SHALL COORDINATE WITH THE AIRPORT ENGINEER AND REQUEST THAT THESE FAA CABLES ARE LOCATED AND

FLAGGED PRIOR TO THE START OF ANY EXCAVATIONS.

GENERAL

AND STAGING

AREA NOTES

1. HAUL ROUTES: LOCATION OF HAUL ROUTES ON THE AIRPORT SITE SHALL BE AS SPECIFIED ON THE PLANS OR AS APPROVED BY THE CONSTRUCTION MANAGER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE OFF-SITE HAUL ROUTES (STATE HIGHWAYS, COUNTY ROADS OR CITY STREETS) WITH THE APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE AFFECTED ROUTE AND OBTAIN HAUL PERMITS NECESSARY AS REQUIRED BY THE LOCAL JURISDICTION. ON-SITE HAUL ROUTES SHALL BE MAINTAINED BY THE CONTRACTOR AND SHALL BE RESTORED TO THEIR ORIGINAL CONDITION UPON COMPLETION OF BEING USED AS A HAUL ROUTE. THE PRE- AND POST-CONSTRUCTION CONDITION OF ON-SITE HAUL ROUTES SHALL BE JOINTLY INSPECTED AND DETERMINED BY THE CONTRACTOR AND THE PROJECT CONSTRUCTION MANAGER. FENCING, DRAINAGE, GRADING AND OTHER MISCELLANEOUS CONSTRUCTION REQUIRED TO CONSTRUCT TEMPORARY HAUL ROUTES OR ACCESS POINTS ON THE AIRPORT WILL BE THE CONTRACTOR'S TOTAL RESPONSIBILITY AND SHALL BE APPROVED BY THE CONSTRUCTION MANAGER PRIOR TO THE WORK. CONSTRUCTION AND MAINTENANCE OF ON-SITE HAUL ROUTE WILL BE PAID FOR UNDER ITEM C-105-1. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO HAUL ROUTES RESULTING FROM CONSTRUCTION TRAFFIC AS DETERMINED BY THE PROJECT CONSTRUCTION MANAGER. ANY PAVEMENTS DAMAGED BY THE CONSTRUCTION EQUIPMENT SHALL BE REMOVED AND REPLACED TO AT LEAST 10 FEET ON EACH SIDE OF THE MOST EXTREME OUTER TIRE MARKS TO ENSURE ALL PAVEMENT TRAVERSED BY THE CONSTRUCTION EQUIPMENT IS REMOVED AND REPLACED. RESTORATION OF SITE TO EXISTING CONDITION WILL BE INCIDENTAL TO THE

C-105-1 PAY ITEM.

2. WASTE DISPOSAL AREAS: WASTE MATERIAL REMOVED FROM THE CONSTRUCTION AREA SHALL BE LEGALLY DISPOSED OF OFF AIRPORT PROPERTY. ANY ON-AIRPORT APPROVED WASTE AND DISPOSAL AREA SHALL BE SEEDED AND RESTORED IN A SMOOTH, GRADED AND DRAINING CONDITION AT NO ADDITIONAL COST TO THE OWNER. PRIOR TO DEMOLITION AND REMOVAL WORK BEGINNING, THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM

THE SITE WHICH IT PLANS TO DUMP WASTE MATERIAL.

3. COORDINATION OF CONSTRUCTION ACTIVITIES: THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION BETWEEN THE SUBCONTRACTORS AND THE CONSTRUCTION MANAGER. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR SHALL BE REVIEWED AND

APPROVED BY THE CONSTRUCTION MANAGER.

4. EMPLOYEE PARKING: CONTRACTOR EMPLOYEE PARKING SHALL BE AS IDENTIFIED ON THE PROJECT PLANS AND APPROVED BY THE CONSTRUCTION

MANAGER PRIOR TO THE START OF CONSTRUCTION.

5. CONTRACTOR SHALL MAINTAIN PUBLIC ACCESS THROUGH ENTRANCES THROUGHOUT THE DURATION OF THE PROJECT.

6. ACCESS TO THE SITE: CONTRACTOR'S ACCESS TO THE SITE SHALL BE AS SHOWN ON THE PLANS. NO OTHER ACCESS POINTS SHALL BE ALLOWED UNLESS APPROVED BY THE CONSTRUCTION MANAGER. ALL CONTRACTOR TRAFFIC AUTHORIZED TO ENTER THE SITE SHALL BE EXPERIENCED IN THE ROUTE OR GUIDED BY EXPERIENCED CONTRACTOR PERSONNEL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL TO AND FROM THE VARIOUS CONSTRUCTION AREAS ON THE SITE. A CONTRACTOR'S FLAGMAN OR TRAFFIC CONTROL PERSON SHALL MONITOR AND COORDINATE ALL CONSTRUCTION TRAFFIC ALONG AIRPORT PARKWAY. THE CONTRACTOR SHALL NOT PERMIT ANY UNAUTHORIZED CONSTRUCTION PERSONNEL OR TRAFFIC WITHIN THE PROJECT LIMITS. THE CONTRACTOR IS RESPONSIBLE FOR THE IMMEDIATE CLEANUP OF ANY DEBRIS DEPOSITED ALONG THE ACCESS ROUTE AS A RESULT

OF HIS CONSTRUCTION TRAFFIC.

7. CONSTRUCTION AREA LIMITS: THE LIMITS OF CONSTRUCTION, MATERIAL STORAGE AREAS, EQUIPMENT STORAGE AREA, PARKING AREA AND OTHER AREAS DEFINED AS REQUIRED FOR THE CONTRACTOR'S EXCLUSIVE USE DURING CONSTRUCTION SHALL BE MARKED BY THE CONTRACTOR AND APPROVED BY THE CONSTRUCTION MANAGER. THE CONTRACTOR SHALL ERECT AND MAINTAIN AROUND THE PERIMETER OF THESE AREAS SUITABLE FENCING.

8. THE CONTRACTOR MUST PROVIDE THE CONSTRUCTION MANAGER WITH A LIST OF ALL EMPLOYEES AND SUBCONTRACTORS AT THE TIME OF THE

PRE-CONSTRUCTION MEETING.

9. VEHICLE PARKING: CONTRACTOR EMPLOYEE VEHICLES SHALL BE RESTRICTED TO THE CONTRACTOR'S EMPLOYEE PARKING AREA IDENTIFIED ON THE PLANS

AND ARE NOT ALLOWED OUTSIDE THE DESIGNATED AREA AT ANY TIME.

10. THE CONTRACTOR SHALL PROVIDE AN EMERGENCY NOTIFICATION LIST (24- HOUR CONTACT LIST) WHICH IDENTIFIES THE AIRPORT ENGINEER AND ALL

SUBCONTRACTOR SUPERVISOR/LEADS.

1. ALL EXCESS EXCAVATED MATERIAL NOT CLAIMED BY THE COUNTY SHALL BECOME PROPERTY OF THE CONTRACTOR, AND SHALL BE LEGALLY DISPOSED OF BY THE CONTRACTOR IN AREAS PROVIDED BY THE CONTRACTOR. THE COST FOR DISPOSAL, HAULING, AND OTHER COSTS INCURRED SHALL BE INCIDENTAL TO THE OVERALL

PROJECT COST.

2. BORROW MATERIAL REQUIRED FOR CONSTRUCTION SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE SUBMITTED FOR APPROVAL BY THE CONSTRUCTION

MANAGER AND ENGINEER OF RECORD PRIOR TO PLACEMENT.

3. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT ALL CONSTRUCTION ACTIVITIES SHALL CONFORM TO PINELLAS COUNTY CODE, CHAPTER 58, ENVIRONMENT, ARTICLE XII - NOISE, SECTION 58-441 THROUGH 58-454.

1. MAINTENANCE OF TRAFFIC (MOT) SHALL BE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PUBLIC AND PRIVATE

ROADWAYS IN ACCORDANCE WITH ALL LOCAL AND STATE REGULATIONS.

2. SHOULD ROADWAY CLOSURES BE REQUIRED AT ANY POINT DURING CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE CLOSURES WITH THE AIRPORT, VIA THE

CONSTRUCTION MANAGER, A MINIMUM OF 7 CALENDAR DAYS IN ADVANCE OF THE CLOSURE.

3. ROADWAY CLOSURES MAY NOT IMPACT ACCESS TO AIRPORT FACILITIES. NO MORE THAN ONE TRAFFIC LANE SHALL BE IMPACTED AT A TIME FOR ALL ROADWAYS DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE A FLAGMAN OR TRAFFIC CONTROL PERSON TO MONITOR AND COORDINATE ALL CONSTRUCTION

TRAFFIC IMPACTING AIRPORT PARKWAY.

4. THE CONTRACTOR SHALL SUBMIT A MAINTENANCE OF TRAFFIC (MOT) PLAN TO THE CONSTRUCTION MANAGER AND AIRPORT FOR APPROVAL PRIOR TO THE START OF

CONSTRUCTION FOR ANY ROADWAY OR LANE CLOSURES.

5. ALL TRAFFIC CONTROL MEASURES DURING CONSTRUCTION ACTIVITIES WITHIN OR ADJACENT TO ROADWAYS SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD PLANS INDEX 102. THIS INCLUDES BARRICADES AND SIGNAGE NECESSARY FOR MOT DURING LANE CLOSURES.

6. ALL MOT COMPONENTS MUST BE MAINTAINED (RE-CONSTRUCTED OR REPAIRED AS NEEDED) AT THE BEGINNING OF EACH WORK SHIFT.

7. ALL BARRICADES, BARRIERS, AND SIGNAGE SHALL BE REFLECTIVE PER MUTCD REGULATIONS WITH APPROVED REFLECTIVE COLORS AND PATTERNS.

8. THE COST FOR ALL MAINTENANCE OF TRAFFIC SHALL BE INCIDENTAL TO PAY ITEM C-106-1

1. PERMITS: IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR ALL APPLICABLE PERMITS AND CONNECTION FEES FOR CONSTRUCTION AND EQUIPMENT. MAINTENANCE OF TRAFFIC (MOT) SHALL BE BE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR.

2. THE CONTRACTOR SHALL BE REQUIRED TO COORDINATE WITH PINELLAS COUNTY FOR ALL BUILDING, ELECTRICAL, AND PLUMBING PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. THE CONTRACTOR WILL BE REQUIRED TO PAY FOR ANY PERMIT FEES REQUIRED DURING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, UTILITY AND BUILDING FEES. CONTRACTOR SHALL REFER TO THE PINELLAS COUNTY ADOPTED FY21 SCHEDULE OF USER FEES FOR THE LATEST PERMIT COSTS.

3. THE CONTRACTOR SHALL BE REQUIRED TO COORDINATE WITH THE CITY OF LARGO FOR ALL IMPACTS TO THE EXISTING SANITARY SEWER SYSTEM AND INSPECTIONS THROUGHOUT THE DURATION OF CONSTRUCTION. THE CONTRACTOR WILL BE REQUIRED TO PAY FOR A SANITARY SEWER IMPACT FEE BASED ON THE NUMBER AND SIZE

OF THE INCOMING POTABLE WATER METER.

4. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN PINELLAS COUNTY LAND DEVELOPMENT, ZONING, AND/OR RELATED

ORDINANCES AND MINIMUM TESTING FREQUENCY REQUIREMENTS.

5. ALL NEW INFRASTRUCTURE THAT IS TO BE OWNED AND MAINTAINED BY PINELLAS COUNTY UTILITIES SHALL BE OUTSIDE THE FAA SECURED, CONTROL AREA.

6. THE CONTRACTOR SHALL PROVIDE A DEWATERING PLAN TO PINELLAS COUNTY FOR APPROVAL PRIOR TO ISSUANCE AND RELEASE OF THE PERMIT.CONTRACTOR STAGING AREA NOTES

1. STAGING AREAS SHOWN ON SHEET G100 ARE APPROXIMATE. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER DURING THE MOBILIZATION PHASE

FOR ESTABLISHMENT OF A STAGING AREA. THE CONTRACTOR SHALL UTILIZE THIS LOCATION THROUGHOUT CONSTRUCTION.

2. THE CONTRACTOR SHALL TAKE CARE TO ENSURE THAT ALL EQUIPMENT AND MATERIALS LOCATED WITHIN THE CONTRACTOR'S STAGING AREA ARE LOCATED

OUTSIDE OF ANY RUNWAY OR TAXIWAY OBJECT FREE AREAS.

3. IF REQUESTED BY THE CONTRACTOR, ADDITIONAL AREAS ADJACENT TO THE WORK SITE MAY BE MADE AVAILABLE FOR USE BY THE CONTRACTOR AS A

LOCALIZED STAGING AREA AT THE DISCRETION OF THE CONSTRUCTION MANAGER.

4. THE EXACT LOCATIONS AND DIMENSIONS OF THE STAGING AREA WILL BE CONFIRMED IN THE FIELD BY THE CONSTRUCTION MANAGER.

5. THE STAGING AREA LOCATION DOES NOT HAVE EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING ANY UTILITIES REQUIRED FOR THEIR OWN USE AND ANY UTILITIES REQUIRED WILL BE AT THE CONTRACTORS EXPENSE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL ASSOCIATED UTILITY CONNECTIONS FOR THE STAGING AREA WITH THE LOCAL AUTHORITIES.

6. NO STAGING ON ANY ACTIVE AIRFIELD PAVEMENTS OR ROADWAYS WILL BE ALLOWED AT ANY TIME.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING THEIR OWN FENCING, MAINTAINING EXISTING FENCING, AND SECURING THE STAGING AREA.

8. AT THE CONCLUSION OF CONSTRUCTION, AND BEFORE FINAL ACCEPTANCE, THE STAGING AREA AND EMPLOYEE PARKING AREA SHALL BE RESTORED TO THEIR PRE-CONSTRUCTION CONDITION. PAVEMENTS SHALL BE RESTORED AND UNPAVED AREAS SHALL BE GRADED TO DRAIN AS EXISTING AND SODDED IF NECESSARY PER THE PROJECT DRAWINGS AND SPECIFICATIONS. COST SHALL BE CONSIDERED INCIDENTAL TO THE C-105-1 MOBILIZATION PAY ITEM.

9. ANY DAMAGE DONE TO EXISTING FENCE, PAVEMENT, CURBS, ETC. AS A RESULT OF THE CONTRACTORS FORCES SHALL BE REPAIRED BY THE CONTRACTOR

AT NO ADDITIONAL COST TO THE OWNER.

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

AEP PROJECT NUMBER

SHEET TITLE

DESIGNED BY:

DESCRIPTIONNO. DATE

1004-1915-005

05-03-2024

BID

DOCUMENTS

CLEARWATER, FL 33762

ST. PETE-CLEARWATER

INTERNATIONAL AIRPORT

14700 TERMINAL

BOULEVARD, SUITE 221

PINELLAS COUNTY PID

NO. 006158A

JASON R. BLANKENSHIP

FL PE NO. 94486

NOT FOR CONSTRUCTION

THE OFFICIAL RECORD OF THIS

SHEET IS THE ELECTRONIC FILE

DIGITALLY SIGNED AND SEALED

UNDER RULE 61G15-23.004, F.A.C.

RECONSTRUCT

AIRPORT PERIMETER

FENCE PHASE 1

CDR

MKW

JRB

G141

1. SILT FENCE SHALL BE IN PLACE PRIOR TO GRADING. CONTRACTOR SHALL ENSURE THE SILT FENCE IS SUFFICIENTLY

TRENCHED TO PREVENT SEDIMENTATION.

2. SILT FENCE AND FILTER FABRIC MUST BE ENTRENCHED.

3. POSTS FOR SILT FENCES SHALL BE EITHER 2.5 X 2 INCH DIAMETER WOOD OR 1.25 POUNDS PER LINEAR FOOT STEEL WITH A MINIMUM LENGTH OF 5 FEET. STEEL POSTS SHALL HAVE PROJECTIONS FOR FASTENING WIRE TO THEM.

4. WIRE FENCE REINFORCEMENT FOR SILT FENCES USING STANDARD STRENGTH FILTER CLOTH SHALL BE A MINIMUM OF 42 INCHES IN HEIGHT, A MINIMUM OF 14 GAUGE AND SHALL HAVE A MAXIMUM MESH SPACING OF 6 INCHES.

5. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MIN. OF 12 INCHES) WHEN EXTRA STRENGTH FABRIC IS USED. WITHOUT THE WIRE SUPPORT FENCE, POSTS

SHALL NOT EXCEED 6 FEET.

6. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POST.

7. SEDIMENT MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER.

8. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE PROPOSED AND EXISTING GRADES, PREPARED AND SEEDED OR SODDED.

9. UNDER NO CIRCUMSTANCES SHALL SILT FENCE BE CONSTRUCTED IN LIVE STREAMS.

10. SILT FENCE SHALL BE REMOVED UPON COMPLETION OF THE PROJECT OR AT A TIME DIRECTED BY THE OWNER. IF THE OWNER FEELS IT IS NECESSARY FOR THE SILT FENCE TO REMAIN IN PLACE FOR SOME GIVEN TIME AFTER CONSTRUCTION IS COMPLETE, THE CONTRACTOR SHALL LEAVE IT IN PLACE, IN THE PROPERLY INSTALLED WAY, AND WILL, AT THE DIRECTION OF THE OWNER, REMOVE IT AT NO ADDITIONAL COST TO THE OWNER WHEN THE OWNER DEEMS IT

APPROPRIATE.

SILT FENCE NOTES

1. THE PURPOSE OF EROSION AND SEDIMENTATION CONTROL IS TO PREVENT POLLUTION OF BODIES OF WATER ON OR ADJACENT TO THE PROJECT SITE. IN ADDITION, EROSION CONTROL SHALL PREVENT DAMAGE TO ADJACENT PROPERTY, AIRPORT PROPERTY AND WORK IN PROGRESS.

2. ALL EROSION AND SILTATION MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN GRADING. THE EROSION CONTROL SYMBOLOGY SHOWN ON PLAN SHEETS SHALL BE UTILIZED IN THE DEFINITION AND UTILIZATION OF ALL

EROSION AND SILTATION MEASURES.

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSPECT ALL EROSION CONTROL DEVICES PERIODICALLY AND AFTER EVERY RAINFALL. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION

CONTROL DEVICES SHALL BE MADE IMMEDIATELY.

4. DURING CONSTRUCTION, ALL STORM DRAIN INLETS WILL BE PROTECTED BY SILT TRAPS, MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. REFER TO THE TYPICAL DRAINAGE INLET SEDIMENTATION PROTECTION DETAIL THIS SHEET AND THE OTHER OPTIONS SHOWN ON THE EROSION AND SEDIMENTATION CONTROL MEASURES

DRAWING.

5. ALL CONSTRUCTION DISCHARGE WATER SHALL BE ADEQUATELY FILTERED TO REMOVE SILT PRIOR TO DISCHARGE INTO

WATERWAYS AND WETLANDS.

6. THE CONTRACTOR IS RESPONSIBLE FOR DEVELOPING A STORMWATER POLLUTION PREVENTION PLAN TO SUPPLEMENT THE EROSION AND SEDIMENTATION CONTROL MEASURES AS CONTAINED IN THESE DRAWINGS AND OBTAINING ALL

NECESSARY PERMITS.

GENERAL EROSION AND SEDIMENTATION CONTROL NOTES

1. THROUGHOUT THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING POSITIVE (I.E. CONTINUOUS AND FLOWING) DRAINAGE ON ALL DRAINAGE PIPES, SYSTEMS, DITCHES AND OTHER ASSOCIATED DRAINAGE CHANNELS AND SURFACE GRADED AREAS. TEMPORARY DRAINAGE PROVISIONS WILL BE REQUIRED FOR THE CONSTRUCTION OF ALL DRAINAGE RELATED ITEMS. DURING CONSTRUCTION THE CONTRACTOR SHALL NOT BE ALLOWED TO DAM DRAINAGE DITCHES AND INCREASE THE TAIL WATER LEVEL IN THE DITCHES BEYOND THAT WHICH IS ACCEPTABLE BY STATUTE. PROOF THAT DAMMING IS ACCEPTABLE WILL BE REQUIRED PRIOR TO ALLOWING THE CONTRACTOR TO USE THAT METHOD. THE CONTRACTOR SHALL SEQUENCE THE WORK SO THAT AREAS OF STANDING WATER ARE NOT

CREATED.

MAINTENANCE OF DRAINAGE

4" 4"

SILT FENCE CONSTRUCTION DETAILS

SCALE: NTS

1. SET POSTS AND EXCAVATE A 4"x4"

TRENCH UPSLOPE ALONG THE LINE

OF POSTS.

2. STAPLE WIRE FENCING TO THE POSTS.

3. ATTACH THE FILTER FABRIC TO

THE WIRE FENCE AND EXTEND

IT INTO THE TRENCH.

4. BACK FILL AND COMPACT THE

EXCAVATED SOIL.

NOTE: SEE EROSION AND SEDIMENTATION CONTROL PLANS FOR LOCATION OF ALL SILT FENCE.

FILTER FABRIC

WIRE

EXTENSION OF FABRIC AND

WIRE INTO THE THE TRENCH.

EROSION AND

SEDIMENTATION

CONTROL

NOTES AND

DETAILS

1. ANY DISTURBED AREA WHICH WILL NOT BE BUILT UPON SHALL BE GRADED TO DRAIN CONSISTENT WITH EXISTING SLOPES AND SEEDED AND MULCHED IN ACCORDANCE WITH SPECIFICATION T-901. THIS INCLUDES ANY GRASS AREAS THAT HAVE BEEN DAMAGED BY USE OF THE HAUL ROUTES, LIMITS OF GRADING, AND ANY OTHER AREAS THAT HAVE BEEN DAMAGED OR DESTROYED (AS DETERMINED BY THE CONSTRUCTION MANAGER) BY THE CONSTRUCTION VEHICLES, EQUIPMENT OR OTHER RELATED ACTIVITIES. REFER TO G110 FOR RESTORATION REQUIREMENTS WITHIN THE STAGING AREA. SEEDING & MULCHING WITHIN THE PROPOSED LIMITS OF GRADING SHALL BE PAID FOR THE T-901-1 SEEDING PAY ITEM. REFER TO THE FENCING REPLACEMENT PLANS AND DETAILS FOR THE LIMITS OF GRADING. TURFING FOR ALL OTHER AREAS INCLUDING THE STAGING AREA, HAUL ROUTES AND TEMPORARY PARKING AREAS SHALL BE PAID FOR

UNDER THE C-105-1 MOBILIZATION AND GENERAL CONDITIONS PAY ITEM.

TURFING & SITE RESTORATION NOTES

AB-8

AB-11

AB-7

AB-12

AB-13

AB-15

AB-14

AB-10

CDR

MKW

JRB

G201

CONSULTANTS

SHEET NUMBER

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

AEP PROJECT NUMBER

SHEET TITLE

DESIGNED BY:

DESCRIPTIONNO. DATE

1004-1915-005

05-03-2024

BID

DOCUMENTS

CLEARWATER, FL 33762

ST. PETE-CLEARWATER

INTERNATIONAL AIRPORT

14700 TERMINAL

BOULEVARD, SUITE 221

PINELLAS COUNTY PID

NO. 006158A

JASON R. BLANKENSHIP

FL PE NO. 94486

NOT FOR CONSTRUCTION

THE OFFICIAL RECORD OF THIS

SHEET IS THE ELECTRONIC FILE

DIGITALLY SIGNED AND SEALED

UNDER RULE 61G15-23.004, F.A.C.

RECONSTRUCT

AIRPORT PERIMETER

FENCE PHASE 1

NORTH

FEET

FOR 22"X34" DRAWINGS

150 300 600

N

GEOTECHNICAL

BORING PLAN

LEGEND

APPROXIMATE LOCATION

OF AUGER BORING

TIERRA

7351 Temple Terrace Highway Tampa, Florida 33637 Phone: 813-989-1354 Fax: 813-989-1355

DANIEL R. RUEL, P.E.

FLORIDA LICENSE NO.:

82404

CDR

MKW

JRB

G202

CONSULTANTS

SHEET NUMBER

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

AEP PROJECT NUMBER

SHEET TITLE

DESIGNED BY:

DESCRIPTIONNO. DATE

1004-1915-005

05-03-2024

BID

DOCUMENTS

CLEARWATER, FL 33762

ST. PETE-CLEARWATER

INTERNATIONAL AIRPORT

14700 TERMINAL

BOULEVARD, SUITE 221

PINELLAS COUNTY PID

NO. 006158A

JASON R. BLANKENSHIP

FL PE NO. 94486

NOT FOR CONSTRUCTION

THE OFFICIAL RECORD OF THIS

SHEET IS THE ELECTRONIC FILE

DIGITALLY SIGNED AND SEALED

UNDER RULE 61G15-23.004, F.A.C.

RECONSTRUCT

AIRPORT PERIMETER

FENCE PHASE 1

D E

P T

H I

N F

E E

T 1A

Qc

BOR # AB-7

EASTING 431479

NORTHING 1299794

DATE 4/10/2024

D E

P T

H I

N F

E E

T

1A

Qc

BOR # AB-8

EASTING 432029

NORTHING 1299530

DATE 4/10/2024

D E

P T

H I

N F

E E

T

D E

P T

H I

N F

E E

T

1A

Qc

BOR # AB-10

EASTING 432029

NORTHING 1299530

DATE 4/10/2024

D E

P T

H I

N F

E E

T

D E

P T

H I

N F

E E

T

1A

Qc

BOR # AB-11

EASTING 433629

NORTHING 1296068

DATE 4/10/2024

D E

P T

H I

N F

E E

T

D E

P T

H I

N F

E E

T

Qc

BOR # AB-12

EASTING 433926

NORTHING 1295470

DATE 4/10/2024

D E

P T

H I

N F

E E

T

D E

P T

H I

N F

E E

T

Qc

BOR # AB-13

EASTING 434405

NORTHING 1295379

DATE 4/10/2024

D E

P T

H I

N F

E E

T

D E

P T

H I

N F

E E

T

1A

1A

Qc

BOR # AB-14

EASTING 434602

NORTHING 1294977

DATE 4/10/2024

1A

Qc

BOR # AB-15

EASTING 434794