Resurfacing and Reconstruction of SE Staff Way Addendum #1

Agency:	Florida Gateway College
State:	Florida
Type of Government:	State & Local
NAICS Category:	237310 - Highway, Street, and Bridge Construction 237990 - Other Heavy and Civil Engineering Construction 238990 - All Other Specialty Trade Contractors
Posted Date:	Feb 7, 2024
Due Date:	Feb 12, 2024
Bid Source:	Please Login to View Page
Contact information:	Please Login to View Page
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Sheet List Table

Sheet Number

Sheet Title

G100

KEY SHEET

C100

GENERAL NOTES

C101

TYPICAL SECTION DETAIL

C102

DEMOLITION PLAN

C200

OVERALL LAYOUT

C201

PLAN AND PROFILE

C300

PAVING, GRADING & DRAINAGE PLAN

C301

PAVING, GRADING & DRAINAGE DETAILS

C302

PAVING GRADING & DRAINAGE DETAILs

C400

ROADWAY CROSS SECTIONS-1

C401

ROADWAY CROSS SECTIONS-2

C500

SIGNING & PAVEMENT MARKINGS

C600

EROSION & SEDIMENT CONTROL

CIVIL CONSTRUCTION PLANS

STAFF

WAY

FOR

CHIPLEY

RECONSTRUCTIONPENSACOLA FORT WALTON

BEACH PANAMA

CITY

TALLAHASSEE

LAKE

CITY

GAINESVILLE

JACKSONVILLE

ST AUGUSTINE

OCALA

DELAND

DAYTONA

BEACH

COLUMBIA COUNTY, FL

SECTION 01, TOWNSHIP 4S, RANGE 17E

COLUMBIA

COUNTY

NEW PORT RICHEY

TAMPA

ST PETERSBURG

SARASOTA -

BRADENTON

ORLANDO

LAKELAND

BARTOW

MELBOURNE -

COCOA

FT PIERCE

FT MYERS

NAPLES

WEST PALM

BEACH

FT LAUDERDALE

MIAMI

KEY WEST

PROJECT

LOCATION

BID DOCUMENTS

NOT FOR CONSTRUCTION

PLANS PREPARED FOR:

FLORIDA GATEWAY COLLEGE

149 SE COLLEGE PLACE

LAKE CITY, FL, 32025

(386) 754-4325

RANDAL.THOMAS@FGC.EDU

CHRISTOPHER L. JONES

PE# 88477

DATE

PROJECT NO.:

J230304FGC

PLOT DATE:

2/5/2024

SHEET NO.

G100

1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND

DIMENSIONS AT THE JOB SITE TO INSURE THAT ALL NEW WORK WILL FIT IN

THE MANNER INTENDED ON THE PLANS. SHOULD ANY CONDITIONS EXIST

THAT ARE CONTRARY TO THOSE SHOWN ON THE PLANS, THE CONTRACTOR

SHALL NOTIFY THE ENGINEER OF SUCH DIFFERENCES IMMEDIATELY AND

PRIOR TO COMMENCING WORK.

2. NO FIELD CHANGES OR DEVIATIONS FROM THE PLANS ARE TO BE MADE

WITHOUT PRIOR APPROVAL OF THE ENGINEER.

3. THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS AS SET FORTH

BY THE ISSUED SUWANNEE RIVER WATER MANAGEMENT DISTRICT

ENVIRONMENTAL RESOURCE PERMIT AND FDOE STATE REQUIREMENTS FOR

EDUCATIONAL FACILITIES, AS APPLICABLE.

4. THE CONTRACTOR SHALL MAINTAIN THE CONSTRUCTION SITE IN A

SECURE MANNER. ALL OPEN TRENCHES AND EXCAVATED AREAS SHALL BE

PROTECTED FROM ACCESS BY THE GENERAL PUBLIC.

5. THE SITE IS LOCATED IN SECTION 01, TOWNSHIP 04 SOUTH, RANGE 17

EAST, COLUMBIA COUNTY, FLORIDA.

6. THE TOPOGRAPHIC SURVEY WAS COMPLETED BY AFFINE ENGINEERING

AND SURVEYING, INC.; CERTIFICATE OF AUTHORIZATION: LB7828.

7. THE BENCHMARKS NOTED IN THE PLANS WERE DETERMINED FROM THE

USGS QUADRANGLE MAP . (This note shall be used only when using assumed

elevations.)

8. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION SHALL

BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING

DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR

SHOULD INFORM THE ENGINEER AND NOTIFY:

GEODETIC INFORMATION CENTER

6001 EXECUTIVE BOULEVARD

ROCKVILLE, MARYLAND 20652

TELEPHONE 301.443.8319

9. ALL WETLAND BUFFERS SHALL BE PERMANENTLY MONUMENTED

ACCORDING TO THE REQUIREMENTS AS ESTABLISHED IN CHAPTER 61G17-6,

F.A.C. PRIOR TO COMMENCEMENT OF ROAD CONSTRUCTION OR THE SALE OF

ANY LOT, WHICHEVER COMES FIRST.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GAINING COMPLETE

FAMILIARITY WITH THE PROJECT SITE INCLUDING ACCESS LIMITATIONS,

SUBSURFACE SOIL CONDITIONS, AND GROUNDWATER TABLE.

11. THE CONTRACTOR SHALL REVIEW AND BECOME FAMILIAR WITH ALL

REQUIRED UTILITY CONNECTIONS PRIOR TO BIDDING. CONTRACTOR SHALL

PROVIDE ALL WORK AND MATERIALS REQUIRED TO COMPLETE CONNECTION

TO THE EXISTING UTILITIES. THIS INCLUDES BUT IS NOT LIMITED TO

MANHOLE CORING, WET TAPS, PAVEMENT REPAIRS AND DIRECTIONAL

BORING.

12. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CALL IN AN 811

DIG TICKET AT LEAST THREE (3) NORMAL WORKING DAYS PRIOR TO

BEGINNING TRENCHING OR EXCAVATION. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES IN THE AREA TO

AIDE IN LOCATING POTENTIAL UNDERGROUND SERVICES.

13. THE LOCATION AND SIZE OF THE UTILITIES SHOWN IN THE PLANS

ARE APPROXIMATE ONLY AND BASED ON THE BEST AVAILABLE INFORMATION

TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE

NOT BEEN INDEPENDENTLY VERIFIED BY THE ENGINEER OR OWNER.

ADDITIONAL UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL

EXISTING UTILITIES. THE EXACT LOCATION SHALL BE DETERMINED BY

THE CONTRACTOR PRIOR TO DIGGING THROUGH ELECTRONIC METHODS AND

HAND EXCAVATION IN COORDINATION WITH ALL UTILITY COMPANIES.

FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY

AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE

AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ANY CONFLICTS

OF EXISTING UTILITIES AND PROPOSED IMPROVEMENTS SHALL BE

RESOLVED WITH THE OWNER/ENGINEER AND/OR UTILITY SERVICE

PROVIDER PRIOR TO BEGINNING CONSTRUCTION OPERATIONS.

14. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF ANY

UNDERGROUND CONDUIT AND/OR PIPING REQUIRED FOR UTILITIES PRIOR TO

BEGINNING SUBGRADE WORK. THE CONTRACTOR SHALL COORDINATE

RELOCATION OF ALL EXISTING UTILITIES WITH THE APPLICABLE UTILITY

COMPANIES.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING

UTILITIES IN PROJECT AREA AT ALL TIMES DURING CONSTRUCTION TO

INCLUDE PROVIDING DIRECT SUPPORT AND/OR SHORING EXCAVATED AREAS

AS NECESSARY. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY

COMPANIES PRIOR TO ATTEMPTING ANY FACILITY SUPPORT. IF A UTILITY

COMPANY REQUIRES THAT ONLY THEIR CREWS MAY SUPPORT THEIR

FACILITIES, THEN THE CONTRACTOR SHALL PROVIDE FOR THE REQUIRED

COORDINATION AND PAYMENT. COST FOR THIS WORK SHALL BE INCLUDED

IN THE BID UNIT PRICES FOR THIS PROJECT.

16. ALL EXISTING WATER VALVES, FIRE HYDRANTS, WATER

METERS/SERVICES, AND APPURTENANCES AFFECTED BY CONSTRUCTION

SHALL BE ADJUSTED AS NECESSARY. THIS WORK SHALL BE CONSIDERED

INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION SHALL

BE ALLOWED.

17. THE "TRENCH SAFETY ACT" SHALL BE INCORPORATED IN THIS

CONTRACT AS ENACTED BY THE LEGISLATURE OF THE STATE OF FLORIDA

TO BE IN EFFECT AS OF OCTOBER 1, 1990.

18. THE CONTRACTOR SHALL RESTORE ALL DRAINAGE SWALES/DITCHES

AND REPAIR OR REPLACE ALL DRAINAGE STRUCTURES AFFECTED BY

CONSTRUCTION ACTIVITIES. RESTORED DRAINAGE SWALES/DITCHES SHALL

MEET ALL ORIGINAL CONDITIONS (INCLUDING LOCATION, GRADE, SOD TYPE,

ETC). REPAIRED OR REPLACED DRAINAGE STRUCTURES SHALL MEET ALL

ORIGINAL CONDITIONS (INCLUDING LOCATION, ELEVATION, SIZE, MATERIAL,

ETC). PRE AND POST CONSTRUCTION AS-BUILT INFORMATION SHALL BE

PROVIDED FOR ALL DISTURBED DRAINAGE FACILITIES. THE COST FOR

DRAINAGE FACILITY RESTORATION/REPAIR/REPLACEMENT WORK SHALL BE

INCLUDED IN THE BID UNIT PRICES FOR THIS PROJECT.

19. CONTRACTOR SHALL PROVIDE ACTUAL INVERT ELEVATIONS ON ALL

DRAINAGE STRUCTURES, INCLUDING CULVERTS, PRIOR TO PLACING ANY BASE

MATERIAL. DEVIATIONS FROM THE PLANS SHALL BE APPROVED BY THE

ENGINEER BEFORE CONTINUING WORK.

20. THE CONTRACTOR SHALL RESTORE/REPLACE ALL EXISTING PAVEMENT,

DRIVEWAYS, SIDEWALKS, MAILBOXES, SOD, LANDSCAPING, CONDUIT, CABLE,

IRRIGATION SYSTEMS, ETC AFFECTED BY CONSTRUCTION ACTIVITIES. THIS

WORK SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND NO

ADDITIONAL COMPENSATION SHALL BE PROVIDED.

21. CONCRETE AND ASPHALT DRIVEWAYS SHALL BE RESTORED/REPLACED

FROM SAW CUT TO EDGE OF ROADWAY PAVEMENT. COST FOR THIS WORK

SHALL BE INCLUDED IN THE BID UNIT PRICES FOR THIS PROJECT.

22. SOD SHALL BE REPLACED FOR THE FULL WIDTH DISTURBED AND TYPE

SHALL MATCH THE EXISTING SPECIES UNLESS OTHERWISE SPECIFIED IN

THE PLANS. COST FOR THIS WORK SHALL BE INCLUDED IN THE BID UNIT

PRICES FOR THIS PROJECT.

23. ALL DISTURBED AREAS NOT SODDED SHALL BE SEEDED WITH A

MIXTURE OF LONG-TERM VEGETATION AND QUICK GROWING SHORT-TERM

VEGETATION FOR THE FOLLOWING CONDITIONS. FOR THE MONTHS FROM

SEPTEMBER THROUGH MARCH, THE MIX SHALL CONSIST OF 70 POUNDS PER

ACRE OF LONG-TERM SEED AND 20 POUNDS PER ACRE OF WINTER RYE.

FOR THE MONTHS OF APRIL THOUGH AUGUST, THE MIX SHALL CONSIST OF

70 PER ACRE OF LONG-TERM SEED AND 20 POUNDS PER ACRE OF MILLET.

24. THE CONTRACTOR SHALL WASTE ALL EXCESS EARTH ON SITE AS

DIRECTED BY THE ENGINEER AND/OR OWNER.

25. ALL SITE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FDOE

STATE REQUIREMENTS FOR EDUCATIONAL FACILITIES.

26. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER CONTRACTORS

WITHIN PROJECT AREA.

27. CONTRACTOR SHALL PERFORM SURVEY AND PERFORM TESTING UNLESS

OTHERWISE SPECIFIED BY THE ENGINEER.

28. THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE

F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION

(CURRENT EDITION) AND THE F.D.O.T. DESIGN STANDARDS (CURRENT

EDITION), AWWA SPECIFICATIONS, AND THE FDOE STATE REQUIREMENTS

FOR EDUCATIONAL FACILITIES DEVELOPMENT STANDARDS UNLESS

OTHERWISE NOTED.

29. THE CONTRACTOR SHALL BE RESPONSIBLE TO SCHEDULE

PRE-CONSTRUCTION MEETINGS AND BECOME FAMILIAR WITH ALL

APPLICABLE AGENCY PROCEDURES PRIOR TO COMMENCING WORK. THE

OWNER, ARCHITECT, AND ENGINEER MUST BE INVITED AT LEAST FIVE (5)

DAYS PRIOR TO ATTEND SUCH SCHEDULED MEETINGS.

30. IF UNSUITABLE MATERIAL IS ENCOUNTERED DURING GRADING,

CONTRACTOR SHALL REMOVE UNSUITABLE MATERIAL TO A DEPTH OF 24"

BELOW FINISHED GRADE WITHIN THE CONSTRUCTION LIMITS.

31. THE CONTRACTOR SHALL NOTIFY THE OWNER AT LEAST 48 HOURS

PRIOR TO BEGINNING OF CONSTRUCTION.

32. CONTRACTOR SHALL SUBMIT A NOTICE OF CONSTRUCTION

COMMENCEMENT TO THE WATER MANAGEMENT DISTRICT AT LEAST 48

HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION IF PERMIT IS

REQUIRED.

33. NO WORK SHALL BE PERFORMED ON SATURDAY OR SUNDAY WITHOUT

WRITTEN NOTIFICATION TO THE OWNER.

34. CONTRACTOR SHALL PROVIDE AN AS-BUILT SURVEY MEETING THE

REQUIREMENTS OF CHAPTER 61G17 F.A.C. FOR THE STORMWATER

MANAGEMENT SYSTEMS. INCLUDE HORIZONTAL AND VERTICAL DIMENSIONAL

DATA SO THAT IMPROVEMENTS ARE LOCATED AND DELINEATED RELATIVE

TO THE BOUNDARY. PROVIDE SUFFICIENT DETAILED DATA TO DETERMINE

WHETHER THE IMPROVEMENTS WERE CONSTRUCTED IN ACCORDANCE WITH

THE PLANS. SUBMIT THE SURVEY TO THE ENGINEER ON REPRODUCIBLE

20LB. VELLUM. A COPY OF THE AS-BUILT PLANS (IN PAPER AND DIGITAL

AUTOCAD FORMAT) MUST BE SUBMITTED TO THE ENGINEER

35. THE CONTRACTOR SHALL SUBMIT A NATIONAL POLLUTANT DISCHARGE

ELIMINATION SYSTEM NOTICE OF INTENT ALONG WITH SUPPORTING

DOCUMENTATION TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL

PROTECTION AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMIT FEES.

36. IF DURING CONSTRUCTION OR OPERATION OF THE STORM WATER

MANAGEMENT SYSTEM, A STRUCTURAL FAILURE IS OBSERVED THAT HAS

THE POTENTIAL TO CAUSE THE DIRECT DISCHARGE OF SURFACE WATER

INTO THE FLORIDIAN AQUIFER SYSTEM, CORRECTIVE ACTIONS DESIGNED OR

APPROVED BY A REGISTERED PROFESSIONAL SHALL BE TAKEN AS SOON AS

PRACTICAL TO CORRECT THE FAILURE. A REPORT PREPARED BY A

REGISTERED PROFESSIONAL MUST BE PROVIDED AS SOON AS PRACTICAL TO

THE DEPARTMENT FOR REVIEW AND APPROVAL THAT PROVIDES

REASONABLE ASSURANCE THAT THE BREACH WILL BE PERMANENTLY

CORRECTED.

CHRISTOPHER L. JONES

PE# 88477

DATE

PROJECT NO.:

J230304FGC

PLOT DATE:

2/5/2024

SHEET NO.

C100

LIMITS OF

CONSTRUCTION

STANDARD CLEARING AND GRUBBING

LIMITS OF

CONSTRUCTION

** VARIES

Natural Ground

5' 3'

SOD

EXIST. CONCRETE SIDEWALK

CURB AND GUTTER

TYPE F

℄ CONST. ***

10'

VARIES **

PROFILE GRADE

POINT

12"

TYPE B STABILIZATION

LBR 40

12"

TYPICAL SECTION

SE STAFF WAY

STA. 6+45.33 TO STA. 11+57.23

(SEE PLANS FOR AREAS WITH NO TYPE F CURB AND GUTTER)

1'-4" SOD

TURF

"Y"

3' 2' MIN.

TYP.

Natural Ground

CURB AND GUTTER

TYPE F

"Y" THE AREA DISTURBED

BY CONSTRUCTION VARIES.

DEPTH AND WIDTH VARY

SEE CROSS SECTIONS

NEW CONSTRUCTION

OPTIONAL BASE GROUP 4 (6")

TYPE SP-12.5 STRUCTURAL COURSE (TRAFFIC C) (2")

RESURFACING

TYPE SP-12.5 STRUCTURAL COURSE (TRAFFIC C) (2")

CHRISTOPHER L. JONES

PE# 88477

DATE

PROJECT NO.:

J230304FGC

PLOT DATE:

2/5/2024

SHEET NO.

C101

NOTE: MILLING AND RESURFACING AREAS SHOWN

ON OVERALL LAYOUT PLAN SHEET, SHEET C200.

BUILDING 014

STUDENT UNION

GRAPHIC SCALE

80 FEET

BUILDING 001

ADMINISTRATION

DEMO 8" PVC

STORM PIPE

±25 LF

SAWCUT AT JOINT

EXISTING INLET

TO REMAIN

DEMO 8" PVC

STORM PIPE

±11 LF

DEMO SIDEWALK AT

PROPOSED PIPE CROSSING

±20 SF

LOCATE AND PROTECT EXISTING

WATER MAIN, VALVES, HYDRANTS

DEMO 8" PVC

AND BACKFLOW DEVICES

STORM PIPE

DEMO SIDEWALK

±96 SF

±21 LF

SAWCUT AT JOINT

DEMO SIDEWALK

±443 SF

SAWCUT AT JOINT

DEMO OAK TREES (5)

DEMO PINE TREES (2) FOR

MES CONSTRUCTION

SAWCUT AT JOINT

DEMO 8" PVC

STORM PIPE (2)

EACH ±50 LF

DEMO SIDEWALK

±954 SF

DEMO AND REPLACE

STORM INLET

(NOT SHOWN)

BUILDING 010

HOWARD CONFERENCE

CENTER

DEMO CURB

±69 LF

ADA RAMP TO REMAIN

STORM STRUCTURE TO REMAIN

DOWNSPOUT PIPE REPLACEMENT

TO BE DETERMINED DURING

SIDEWALK DEMOLITION

DEMO CURB

±69 LF

DEMO SIDEWALK TO END

OF EXISTING CURB

±367 SF

BUILDING 200

LIBRARY

CHRISTOPHER L. JONES

PE# 88477

DATE

PROJECT NO.:

J230304FGC

PLOT DATE:

2/5/2024

SHEET NO.

C102

BUILDING 001

ADMINISTRATION

RECONSTRUCT TURNOUT

±409 SF

BEGIN TYPE F CURB CONSTRUCTION STA

7+48.78

BEGIN PROJECT

Station=6+45.73

MILLING AND RESURFACE

±1316 SF

BEGIN FULL RECONSTRUCTION

Station=7+11.55

CONSTRUCT DRAINAGE

SWALES

GRAPHIC SCALE

80 FEET

ROADWAY TOTAL RECONSTRUCTION

±6800 SF

CONSTRUCT CONCRETE

SIDEWALK 96± SF

(NOT SHOWN ON C201)

BUILDING 010

HOWARD CONFERENCE

CENTER

RECONSTRUCT TURNOUT

±655 SF

END FULL RECONSTRUCTION

Station=10+51.51

MILLING AND RESURFACE

±2114 SF

END PROJECT

Station=11+57.23

BUILDING 200

LIBRARY

CHRISTOPHER L. JONES

PE# 88477

DATE

PROJECT NO.:

J230304FGC

PLOT DATE:

2/5/2024

SHEET NO.

C200

Resurfacing and Reconstruction of SE Staff Way Addendum #1

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