Attachment 1 DRAWINGS FULL SET.pdf
PDF 12 MB Posted
- Attached to
- Tanker Base Ramp Improvement Project Federal contract opportunity
- Solicitation number
- 12445221B0001
- Issued by
- Department of Agriculture Forest Service
About this file
This document outlines a federal contract opportunity for a Tanker Base Ramp Improvement Project. The Base Bid includes expanding aircraft parking aprons with 4,770 square yards of concrete pavement and 6,000 square yards of asphalt, along with associated removal of existing pavement, storm sewer installation, and pavement markings. The Base Bid also includes widening an asphalt access road with 90 square yards of pavement, markings, signage, and inductive loop detector modification. Bid Option 1 adds 2,820 square yards of asphalt apron expansion with markings and tie-downs. The project has an estimated value between $1,000,000 and $5,000,000. It will be carried out at Lake City Gateway Airport in Lake City, Florida. The solicitation is designated for small businesses with less than $39.5 million in annual revenue, using NAICS code 237310 for highway, street, and bridge construction. The opening date for bids is included in the Invitation for Bid, with full plans and specifications available online only.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Abstract 12445221B0001.pdf | ||
| Amendment 0003 12445221B0001.pdf | ||
| Amendment 0002 12445221B0001.pdf | ||
| Attachment 5 Schedule of Items.docx | DOCX document | |
| Amendment 0001 12445221B0001.pdf | ||
| Attachment 4 Wage Determination FL20200140-1-01-2021.pdf | ||
| Invitation for Bid 12445221B0001.pdf | ||
| Attachment 3 Technical Specifications.pdf | ||
| Attachment 2 General Provisions.pdf | ||
| Attachment A Buy American and Hazardous Materials.pdf |
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Text version
CONTRACT DRAWINGS FOR:
USDA FOREST SERVICE
CONTRACT NO. 1243N919C0001
BID SET
VICINITY MAP
LOCATION MAP
N
N
U.S FOREST SERVICE AT
LAKE CITY GATEWAY
AIRPORT (LCQ)
PAVEMENT EXPANSION
AIR TANKER BASE
PASSERO ASSOCIATES
PROJECT NUMBER 20192861.0001
4730 Casa Cola Way, Suite 200
St. Augustine, FL 32095 www.Passero.com
LAKE CITY, FLORIDA 32025
475 SE COUNTY ROAD 245
JUNE 2020
PASSERO ASSOCIATES
engineering architecture
Phone: (904) 757-6106
Certificate of Authorization # 3428
DRAWING TITLEDRAWING NO.
AutoCAD SHX Text
NOT TO SCALE
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MEXICO
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OF
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GULF
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KEY WEST
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TALLAHASSEE
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JACKSONVILLE
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ORLANDO
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TAMPA
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FORT
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PALM
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FT.
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MIAMI
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MYERS
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WEST
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BEACH
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LAUDERDALE
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ALABAMA
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GEORGIA
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NOT TO SCALE
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GAINESVILLE
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PALATKA
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DAYTONA BEACH
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ATLANTIC
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OCEAN
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LAKE CITY
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ST. AUGUSTINE
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ST. AUGUSTINE
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PROJECT LOCATION LAKE CITY GATEWAY AIRPORT
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USFS AIR TANKER BASE LAKE CITY GATEWAY AIRPORT
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INDEX OF SHEETS
AutoCAD SHX Text COVER SHEET ABBREVIATIONS & SUMMARY OF QUANTITIES SAFETY, SECURITY & GENERAL NOTES GENERAL PLAN CONSTRUCTION SAFETY & PHASING PLAN EXISTING CONDITIONS & SURVEY CONTROL PLAN DEMOLITION PLAN GEOMETRY AND JOINT LAYOUT PLAN ACCESS ROAD WIDENING SITE PLAN TYPICAL SECTIONS AND PAVEMENT DETAILS GRADING, DRAINAGE AND EROSION CONTROL PLAN PAVEMENT ELEVATION PLAN DRAINAGE DETAILS PAVEMENT MARKING, LIGHTING & SIGNAGE PLAN PAVEMENT MARKING, LIGHTING & SIGNAGE DETAILS STORMWATER POLLUTION PREVENTION PLAN
AutoCAD SHX Text G1-1 G1-2 G1-3 G1-4 G2-1 G3-1 THRU G3-3 C1-1 C2-1 C2-2 C3-1 THRU C3-2 C4-1 THRU C4-3 C4-4 C4-5 C5-1 C5-2 C6-1 THRU C6-4
DIAMETERDIA
DR
MONUMENT LINE
PAV'T
ML
P PARCEL
PAVEMENT
HORIZONTAL CONTROL LINE
DRIVEWAY / DRAINAGE STRUCTURE WITH No. e.g.
CENTER OF CORRECTION
EXTERNAL DISTANCE / EASTING
EDGE OF PAVEMENT
DUCTILE IRON PIPE
HCL
LP / L POLE
MH
MON
MAX
LP
HYD
IP
INV
HORIZ
HP
MANHOLE
MONUMENT
MAXIMUM
LOW POINT
LIGHT POLE
HIGH POINT
HYDRANT
INVERT
IRON PIPE
HORIZONTAL
EP
G
GV
GR
EXIST / EX
FBO
EL / ELEV
e E
DR
DIP
GAS VALVE
GAS LINE
GRAVEL
EXISTING
FIXED BASED OPERATOR
ELEVATION
DEGREE OF CURVATURE
CORRUGATED METAL PIPE
BEGIN VERTICAL CURVE STATION
AS ORDERED BY THE ENGINEER
CB
DI
D
LC
CMP
LB
BVCS
BM
ASPH
BIT
CATCH BASIN
DROP INLET
CENTERLINE
DELTA
BASELINE
BITUMINOUS
BENCH MARK
ASPHALT
AOBE
ABND
ADJ
ABANDONED
ADJUST
AND
PULL BOX
POWER POLE
PROPOSED
PC
PB
PI
PK
PP
PROP
LP
PCC
SIGN
RAILROAD
RECORD
PVC
PVI
RCP
R
RE
(REC)
ROW
S
RR
PT
REINFORCED CONCRETE PIPE
RADIUS OF CURVE
POINT OF VERTICAL INTERSECTION
POINT OF VERTICAL CURVE
POINT OF TANGENCY
PROPERTY LINE
PK NAIL ( SURVEY MARKER )
POINT OF INTERSECTION
POINT OF CURVATURE
RESIDENT ENGINEER
RIGHT-OF-WAY
PORTLAND CONCRETE CEMENT / POINT OF COMPOUND CURVE
STANDARD
STATION
SIDEWALK
TRANSITION
TYPICAL
TOP OF GRATE
STA
T
SW
STD
TL
TGL
TYP
USC&GS
TRANS
TG
VALVE
VITRIFIED TILE
VERTICAL
WATER LINE
WATER VALVE
V
VC
VCP
VT
VTP
VERT
W
WV
XVCP
TANGENT LENGTH
THEORETICAL GRADE LINE
TELEPHONE LINE
VITRIFIED TILE PIPE
VITRIFIED CLAY PIPE
VERTICAL CURVE
UNITED STATES COASTAL AND GEODETIC SURVEY
EXTRA STRENGTH VITRIFIED CLAY PIPE
SP SPECIAL
ABBREVIATIONS
BEGIN VERTICAL CURVE ELEVATIONBVCE
CONTROL POINTCP
END VERTICAL CURVE STATIONEVCS
FIELD INLETFI
LINEAR FEETLF
NOW OR FORMERLYN/F
OVERHEAD ELECTRICOHE
RUNWAY OBJECT FREE AREAROFA
RPZ RUNWAY PROTECTION ZONE
RUNWAY SAFETY AREARSA
RUNWAYRW
SAN SANITARY
STORYSTY
TAXIWAYTW
CORRUGATED METAL PIPE (ARCH)CMPA
SMOOTH FLOW CORRUGATED METAL PIPE (ARCH)SFCMPA
PAPI PRECISION APPROACH PATH INDICATOR
RUNWAY END IDENTIFICATION LIGHTSREIL
MIRL MEDIUM INTENSITY RUNWAY LIGHT
EVCE END VERTICAL CURVE ELEVATION
TAXIWAY SAFETY AREATSA
GVGI GENERIC VISUAL GLIDESLOPE INDICATOR
NOT IN CONTRACTN.I.C.
ST. JOHNS RIVER WATER MANAGEMENT DISTRICTSJRWMD
FDOT FLORIDA DEPARTMENT OF TRANSPORTATION
CORRUGATED POLYETHYLENE PIPEC.P.P.
NORTHINGN
T/L TAXILANE
TAXIWAY OBJECT FREE AREATOFA
TAN TANGENT OF CURVE
MITL MEDIUM INTENSITY TAXIWAY LIGHT
HIRL HIGH INTENSITY RUNWAY LIGHT
HDPE HIGH DENSITY POLYETHYLENE PIPE
UNLESS NOTED OTHERWISEU.N.O.
BID QUANTITIES
Pavement Expansion - BASE BID
PAY ITEM NO. DESCRIPTION QUANTITY/ UNIT
C-100-14.1 CONTRACTOR QUALITY CONTROL PROGRAM 1 LS
C-102-5.1 TEMPORARY AIR AND WATER POLLUTION, SOIL EROSION, AND SILTATION
CONTROL 1 LS
C-105-6.1 MOBILIZATION 1 LS
C-106-4.1 MAINTENANCE & PROTECTION OF TRAFFIC 1 LS
C-108-8.1 PROJECT SURVEY AND STAKEOUT 1 LS
C-108-8.2 AS-BUILT DRAWINGS 1 LS
P-101-5.1 PAVEMENT REMOVAL, FULL DEPTH INCLUDING BASE ROCK 3,190 SY
P-101-5.2 PAVEMENT REMOVAL, 4-INCH BITUMINOUS LAYER 300 SY
P-101-5.3 ELECTRICAL/LIGHTING DEMOLITION, COMPLETE 1 LS
P-152-5.1 TOPSOIL STRIPPING EXCAVATION 9,840 SY
P-152-5.2
UNCLASSIFIED EXCAVATION (PROVIDED QUANTITY IS BASED ON EXISTING
GROUND SURFACE PRIOR TO TOPSOIL STRIPPING) 1,600 CY
P-152-5.3
EMBANKMENT IN PLACE (PROVIDED QUANTITY ACCOUNTS FOR 6 INCHES
TOPSOIL STRIPPING PRIOR TO EMBANKMENT PLACEMENT) 1,540 CY
P-160-8.1 12-INCH SUBGRADE STABILIZATION 6,580 SY
P-219-6.1
4-INCH RECYCLED CONCRETE AGGREGATE BASE COURSE (PCC BASE
COURSE) 4,770 SY
P-219-6.2
6-INCH RECYCLED CONCRETE AGGREGATE BASE COURSE (ACCESS RD.
WIDENING BASE COURSE) 90 SY
P-219-6.3
8-INCH RECYCLED CONCRETE AGGREGATE BASE COURSE (STANDARD
AIRCRAFT ASPHALT BASE COURSE) 3,160 SY
P-219-6.4
12-INCH RECYCLED CONCRETE AGGREGATE BASE COURSE
(HEAVY-DUTY AIRCRAFT ASPHALT BASE COURSE) 3,340 SY
P-401-8.1
2-INCH ASPHALT SURFACE COURSE, 3/4" MAX. AGGREGATE (AIRCRAFT
PAVEMENT) 770 TON
P-401-8.2
2-INCH ASPHALT BASE COURSE, 1" MAX. AGGREGATE (AIRCRAFT
PAVEMENT) 770 TON
P-409-5.1
4-INCH FDOT SP-12.5MM, TRAFFIC LEVEL B, SURFACE COURSE (ACCESS
RD. WIDENING) 20 TON
P-501-8.1 14-INCH PORTLAND CEMENT CONCRETE PAVEMENT 4,770 SY
P-602-5.1 BITUMINOUS PRIME COAT 1,968 GAL
P-603-5.1 BITUMINOUS TACK COAT 460 GAL
P-620-5.1 PERMANENT RUNWAY & TAXIWAY MARKING 2,000 SF
P-620-5.2 BLACK OUTLINE RUNWAY & TAXIWAY MARKING 4,000 SF
P-700-4.1 ROADWAY SIGNS 1 EA
P-711-4.1 24-INCH WIDE WHITE THERMOPLASTIC STOP BAR 30 LF
P-720-4.1 INDUCTIVE LOOP DETECTOR MODIFICATION 1 LS
D-701-5.1 19 x 30 INCH CLASS IV ELLIPTICAL RCP 292 LF
D-701-5.2 24 x 38 INCH CLASS IV ELLIPTICAL RCP 280 LF
D-751-5.1 AIRCRAFT RATED STORM INLET, 4' X 4' INNER DIMENSIONS 2 EA
D-751-5.2 AIRCRAFT RATED STORM INLET, 4.5' X 4.5' INNER DIMENSIONS 1 EA
D-751-5.3 FDOT U-TYPE ENDWALL, MODIFIED, 24 X 38 INCH ERCP, 6:1 SLOPE, WITH
BAFFLES 1 EA
T-901-5.1 SEEDING 1 AC
T-904-5.1 SODDING 2,700 SY
T-905-5.1 TOPSOILING 790 CY
L-108-4.1 NO. 8 AWG, 5KV, L-824C CABLE, INSTALLED IN CONDUIT 60 LF
L-108-4.2 BARE COUTERPOISE WIRE, INSTALLED IN TRENCH 30 LF
L-110-5.1 ELECTRICAL CONDUIT, 2-INCH PVC SCH 40, INSTALLED IN TRENCH 30 LF
L-125-5.1 RELOCATE EXISTING SIGN ON NEW CONCRETE BASE 1 EA
OD-5.1 OWNER DIRECTED MATERIAL TESTING 1 FIXED
Pavement Expansion - BID ADDITIVE 1
PAY ITEM NO. DESCRIPTION QUANTITY/ UNIT
P-152-5.1 TOPSOIL STRIPPING EXCAVATION 3,600 SY
P-152-5.2
UNCLASSIFIED EXCAVATION (PROVIDED QUANTITY IS BASED ON EXISTING
GROUND SURFACE PRIOR TO TOPSOIL STRIPPING) 40 CY
P-152-5.3
EMBANKMENT IN PLACE (PROVIDED QUANTITY ACCOUNTS FOR 6 INCHES
TOPSOIL STRIPPING PRIOR TO EMBANKMENT PLACEMENT) 620 CY
P-160-8.1 12-INCH SUBGRADE STABILIZATION 2,820 SY
P-219-5.1
8-INCH RECYCLED CONCRETE AGGREGATE BASE COURSE (STANDARD
AIRCRAFT ASPHALT BASE COURSE) 2,820 SY
P-401-8.1
2-INCH ASPHALT SURFACE COURSE, 3/4" MAX. AGGREGATE (AIRCRAFT
PAVEMENT) 320 TON
P-401-8.2
2-INCH ASPHALT BASE COURSE, 1" MAX. AGGREGATE (AIRCRAFT
PAVEMENT) 320 TON
P-602-5.1 BITUMINOUS PRIME COAT 803 GAL
P-603-5.1 BITUMINOUS TACK COAT 187 GAL
T-904-5.1 SODDING 1,100 SY
T-905-5.1 TOPSOILING 100 CY
A-300-5.1 AIRCRAFT TIE-DOWN ANCHORS 6 EA
Project No.
Date
Drawing No.
4730 Casa Cola Way, Suite 200
Saint Augustine, FL 32095
Town/City:
County: State:
Designed by
Project Manager
Phone: (904) 757-6106 www.passero.com
Passero Associates
Client:
Certificate of Authorization # 3428
Stamp:
Matt Singletary, P.E.
Matt Singletary, P.E.
U.S. Forest Service
Lake City
Lake City
Columbia Florida
20192861.0001
June 2020
Pavement Expansion
No.
Revisions
THESE PLANS ARE COPYRIGHT PROTECTED
ADMINISTRATIVE CODE 61G15-27.001 AND FLORIDA STATUTE 471.033(1).
UNAUTHORIZED USE OF THIS DRAWING IS IN VIOLATION OF FLORIDA
c
Date By Description
Client:
U.S. Forest Service
Air Tanker Base at LCQ
475 SE County Rd. 245
Lake City, Florida 32025
Architecture
PASSERO ASSOCIATES
Engineering www.passero.com
BID SET
Air Tanker Base
Designed by Bruce Bradley, EI
July 13, 2020
ABBREVIATIONS
& SUMMARY OF
QUANTITIES
G1-2
SAFETY NOTES:
1. AIRPORT OPERATIONS - THE CONTRACTOR SHALL ACQUAINT ALL SUPERVISORS AND EMPLOYEES WITH THE AIRPORT ACTIVITIES AND OPERATIONS THAT ARE INHERENT AT THE AIRPORT AND SHALL CONDUCT ALL CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE AND EMERGENCY AIR TRAFFIC REQUIREMENTS AND
GUIDELINES ON SAFETY SPECIFIED IN NOTES 10 & 13 BELOW.
2. VEHICLE IDENTIFICATION - ALL CONTRACTOR CONSTRUCTION EQUIPMENT AUTHORIZED TO OPERATE ON THE AIRPORT SHALL DISPLAY IN FULL VIEW ABOVE THE VEHICLE A 3' X 3' OR LARGER ORANGE AND WHITE CHECKERED FLAG, EACH CHECK BEING 1' SQUARE. ALL VEHICLES OPERATING IN THE ACTIVE AIRPORT OPERATIONS AREA DURING THE HOURS OF DARKNESS SHALL BE EQUIPPED WITH A FLASHING/ROTATING AMBER (YELLOW) DOME-TYPE LIGHT MOUNTED ON TOP OF THE VEHICLE AND OF SUCH INTENSITY TO CONFORM TO
LOCAL CODES FOR MAINTENANCE AND EMERGENCY VEHICLES.
3. RUNWAY/TAXIWAY CLOSURES - PLACE TEMPORARY LIGHTED CLOSED RUNWAY "X" OVER RUNWAY NUMERAL FOR ANY RUNWAY CLOSURE. IF "LAYDOWN X"s ARE ALLOWED FOR RUNWAY OR TAXIWAY CLOSURES, THEY SHALL MEET THE REQUIREMENTS OF THE MAINTENANCE & PROTECTION OF TRAFFIC TECHNICAL SPECIFICATION (COORDINATE WITH THE AIRPORT OPERATOR). SEE PHASING & SAFETY PLAN & THE MAINTENANCE &
PROTECTION OF TRAFFIC TECHNICAL SPECIFICATION FOR FURTHER INFORMATION.
4. OPEN TRENCHES AND CONSTRUCTION ACTIVITY - ANY CONSTRUCTION ACTIVITY OR OPEN TRENCHES WITHIN THE RUNWAY SAFETY AREA (RSA) (250' OF RUNWAY 10-28 CENTERLINE, 75' OF RUNWAY 5-23 CENTERLINE, OR 60' FROM AN ACTIVE TAXIWAY CENTERLINE) WILL REQUIRE CLOSURE OF THE AFFECTED RUNWAY OR TAXIWAY, UNLESS OTHERWISE APPROVED BY AIRPORT MANAGER AND THE OWNER'S REPRESENTATIVE. NO OPEN DITCHES, EQUIPMENT, MATERIALS OR MATERIAL STOCKPILES WILL BE PERMITTED WITHIN THE RUNWAY 10-28 OR 5-23 OBJECT FREE AREA (ROFA), 400' AND 250' RESPECTIVELY FROM THE RUNWAY CENTERLINE, WHEN RUNWAY IS
OPEN. CLOSURES REQUIRE THE SAME PROVISIONS AS NOTE 3 ABOVE.
5. TRENCH MARKING - OPEN TRENCHES, EXCAVATIONS AND STOCKPILED MATERIALS LOCATED IN THE AIRPORT OPERATIONS AREA SHALL BE PROMINENTLY MARKED WITH FLAGS AND LIGHTED BY APPROVED LIGHT UNITS
DURING HOURS OF RESTRICTED VISIBILITY AND DARKNESS.
6. OPEN FLAME - OPEN FLAME, WELDING OR TORCH-CUTTING OPERATIONS ARE PROHIBITED UNLESS ADEQUATE FIRE AND SAFETY PRECAUTIONS HAVE BEEN TAKEN AND THE PROCEDURE APPROVED BY FIRE INSPECTOR, AIRPORT MANAGER AND THE ENGINEER. NO DEBRIS BURNING IS ALLOWED.
7. STOCKPILE EROSION AND DUST CONTROL - STOCKPILED MATERIAL AND OPEN EXCAVATIONS SHALL BE TREATED IN SUCH A MANNER AS TO PREVENT MOVEMENT RESULTING FROM AIRCRAFT BLAST OR WIND.
8. DEBRIS CONTROL - DEBRIS, WASTE AND LOOSE MATERIAL SHALL NOT BE ALLOWED ON ACTIVE AIRCRAFT MOVEMENT AREAS. IF OBSERVED TO BE ON ACTIVE AIRCRAFT MOVEMENT AREAS, THE MATERIAL WILL BE REMOVED IMMEDIATELY BY THE CONTRACTOR. THE ENGINEER MAY DIRECT THAT DEBRIS PROBLEMS DURING CONSTRUCTION NOT CORRECTED BY THE CONTRACTOR BE CORRECTED BY OTHERS AT THE EXPENSE OF THE CONTRACTOR. NO OPEN TOP DUMPSTERS ARE ALLOWED IN THE PROJECT OR STAGING AREA. TRUCKS SHALL
COVER THE LOAD FOR ALL MOVEMENTS ON THE AIRPORT.
9. INSPECTION BY OPERATIONS - PRIOR TO OPENING FOR AIRCRAFT USE, THE CONTRACTOR SHALL ARRANGE FOR INSPECTION BY THE ENGINEER AND AIRPORT MANAGER ANY RUNWAY, TAXIWAY OR APRON THAT HAS BEEN CLOSED FOR WORK, OR THAT HAS BEEN USED FOR A CROSSING POINT OR HAUL ROUTE BY THE
CONTRACTOR.
10. SAFETY GUIDELINES:
150/5370-2 "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION"
150/5200-18 "AIRPORT SAFETY SELF-INSPECTION"
150/5210-5 "PAINTING, MARKING AND LIGHTING OF VEHICLES USED ON AIRPORT"
11. LIGHTED AIRPORT LOW PROFILE BARRICADES ARE REQUIRED AS NOTED ANYTIME THE CONTRACTOR IS
WORKING.
12. AT THE END OF THE WORK DAY, CONTRACTOR SHALL REMOVE ALL EQUIPMENT FROM WORK AREA BACK TO THE CONTRACTOR STAGING AREA OR TO SUCH OTHER LOCATIONS AS APPROVED BY THE ENGINEER.
13. IN COMPLIANCE WITH AC 150/5370-2G "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION," THE
CONTRACTOR' DESIGNATED PERSONNEL SHALL HAVE AND MONITOR A RADIO FOR TWO-WAY
COMMUNICATION WITH THE AIR TRAFFIC CONTROL TOWER AT ALL TIMES. THE LAKE CITY GATEWAY AIRPORT
RADIO GROUND FREQUENCY IS 121.9.
SECURITY NOTES:
1. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE AIRPORT AND WITH THE SECURITY REQUIREMENTS SPECIFIED HEREIN. THE CONTRACTOR SHALL DESIGNATE IN WRITING TO THE ENGINEER THE NAME OF HIS/HER "CONTRACTOR SECURITY OFFICER". THE CONTRACTOR SECURITY OFFICER SHALL REPRESENT
THE CONTRACTOR ON THE SECURITY REQUIREMENTS OF THE CONTRACT.
2. CONTRACTOR PERSONNEL SECURITY ORIENTATION - THE CONTRACTOR SECURITY OFFICER SHALL BE RESPONSIBLE FOR BRIEFING ALL CONTRACTOR PERSONNEL ON THESE REQUIREMENTS AND, FROM TIME TO TIME, OTHER SECURITY PROVISIONS ADOPTED BY THE ENGINEER OR OWNER. ALL NEW CONTRACTOR EMPLOYEES SHALL BE BRIEFED ON THESE REQUIREMENTS PRIOR TO WORKING IN THE CONSTRUCTION AREA.
3. ACCESS TO THE SITE - CONTRACTOR'S ACCESS TO THE SITE SHALL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL NOT PERMIT ANY UNAUTHORIZED CONSTRUCTION PERSONNEL OR TRAFFIC ON THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL TO AND FROM THE VARIOUS CONSTRUCTION AREAS ON THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE IMMEDIATE CLEANUP OF ANY DEBRIS DEPOSITED ALONG THE ACCESS ROAD AS A RESULT OF HIS/HER CONSTRUCTION TRAFFIC. DIRECTIONAL SIGNING AT THE ACCESS GATE AND ALONG THE DELIVERY ROUTE TO
THE STORAGE AREA OR WORK SITE SHALL BE AS DIRECTED BY THE ENGINEER.
4. MATERIALS DELIVERY TO THE SITE - ALL CONTRACTOR'S MATERIAL ORDERS FOR DELIVERY TO THE SITE WILL USE THE ACCESS POINT AT THE CONTRACTOR'S STAGING SITE. THE CONTRACTOR SHALL PROVIDE ESCORT SERVICES
TO DIRECT DELIVERIES.
5. 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 ENGINEER. THE CONTRACTOR SHALL ERECT AND MAINTAIN AROUND THE PERIMETER OF THESE AREAS SUITABLE FENCING, SIGNAGE AND WARNING DEVICES VISIBLE FOR BOTH DAY/NIGHT USE TO DELINEATE THE PERIMETER OF ALL SUCH
AREAS.
6. CONTRACTOR EMPLOYEE PERSONAL VEHICLES SHALL BE RESTRICTED TO THE CONTRACTOR'S STAGING AREA OR CONTRACTOR EMPLOYEE PARKING AREA AND ARE NOT ALLOWED ON THE AIRFIELD AT ANY TIME.
7. REQUIREMENTS FOR BADGING - NO BADGING REQUIRED
8. THE CONTRACTOR SHALL INSTALL A 3' X 3' SIGN AT THE CONSTRUCTION SITE ENTRANCE GATE THAT SAYS:
"THIS AREA IS A DESIGNATED CONSTRUCTION SITE AND ANYONE WHO TRESPASSES ON THIS PROPERTY COMMITS
A FELONY."
BARRICADE NOTES:
1. TYPICAL LIGHTED AIRPORT LOW PROFILE BARRICADES TO BE PLACED ALONG THE LIMITS OF THE PHASES OF WORK, AS SHOWN IN THESE PLANS, TO DELINEATE THE CONTRACTOR'S WORK AREAS (SEE DETAIL BELOW).
2. ALL BARRICADES SHALL BE CHECKED VISUALLY FOR SIGNS OF WEAR AND TEAR ON A WEEKLY BASIS AND SHALL BE REPAINTED WHEN DEEMED APPROPRIATE BY THE ENGINEER. THE CONDITIONS OF LIGHTING UNITS SHALL BE CHECKED DAILY. ALL LIGHT FIXTURES SHALL BE VERIFIED OPERATING BY THE CONTRACTOR ON A DAILY
BASIS BEFORE THE CONTRACTOR CEASES OPERATION FOR THE DAY.
3. ALL BARRICADES SHALL BE MOVED AT LEAST ONCE EACH WEEK AND THE CONTRACTOR SHALL SWEEP THE DEBRIS WHICH HAS ACCUMULATED AND REMOVE IT FROM THE SITE. THE BARRICADES SHALL THEN BE REPLACED
AT THE APPROPRIATE LOCATION.
4. BARRICADES SHALL BE SPACED 8' MAXIMUM, END TO END, OR AS DIRECTED BY THE ENGINEER.
CONTRACTOR'S SAFETY AND SECURITY REQUIREMENTS
1. UNDERGROUND UTILITY LAYOUT INFORMATION WAS COMPILED FROM AS-BUILT INFORMATION AND EXISTING RECORD PLANS AND IS OFFERED SOLELY FOR THE PURPOSE OF PROVIDING THE CONTRACTOR WITH DATA AVAILABLE TO THE ENGINEER. THE ACTUAL LOCATIONS IN THE FIELD MAY BE DIFFERENT FROM THAT SHOWN. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UTILITIES AND AIRPORT CABLES IN FIELD PRIOR TO
CONSTRUCTION.
2. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING UTILITIES (SEE SUNSHINE STATE ONE CALL OF FLORIDA NOTE BELOW). IN THE EVENT OF DAMAGE TO EXISTING ELECTRICAL CABLES AND UTILITIES, THE ENGINEER AND AIRPORT MANAGER ARE TO BE NOTIFIED IMMEDIATELY AND THE CONTRACTOR SHALL REPAIR THE DAMAGE, AS DIRECTED BY THE ENGINEER, IMMEDIATELY AND AT THE CONTRACTOR'S EXPENSE. ALL DAMAGED CABLES, WILL BE REPLACED TO THE NEAREST LIGHTING FIXTURES. NO FIELD SPLICES WILL BE PERMITTED.
3. PROPERTY LINES, RIGHT-OF-WAY LINES, AND OWNER NAMES SHOWN ON THE PLANS ARE TAKEN FROM RECORD
MAPS.
4. CONTRACTOR'S ACCESS TO THE AIRPORT SHALL BE LIMITED TO THE ACCESS ROADS SHOWN ON THIS PLAN. THE CONTRACTOR, UPON COMPLETION OF THIS CONTRACT, SHALL REPAIR ANY DAMAGE TO ACCESS ROADS, GATES OR FENCES. ALL EXISTING PAVEMENTS AND DISTURBED GROUND SHALL BE RESTORED TO EXISTING CONDITION OR BETTER AT NO COST TO THE OWNER. ONLY ACTIVE AIRCRAFT PAVEMENTS MARKED ON THIS PLAN MAY BE USED FOR CONTRACTOR ACCESS. CONTRACTOR SHALL MINIMIZE PAVEMENT CROSSINGS AND SHALL CLEAN AND SWEEP ACTIVE AIRCRAFT PAVEMENT AS OFTEN AS NECESSARY, AS ORDERED BY OWNER / ENGINEER, TO KEEP PAVEMENT FREE OF DEBRIS. UTILIZED VEHICLE ROADS SHALL BE SWEPT AT THE END OF EACH WORKING DAY.
5. ALL AREAS DISTURBED SHALL BE FINE GRADED, TOPSOILED, AND SEEDED AND MULCHED. FINE GRADING SHALL BE SHAPED TO ALLOW SURFACE DRAINAGE AND CONFORM TO SMOOTH TRANSITIONS WITH SURROUNDING
GRADE.
6. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS NECESSARY FOR THE PROJECT AND FOR
ACCESS TO THE SITE. COST FOR PERMITS TO BE PAID AS PART OF MOBILIZATION.
7. ALL COSTS ASSOCIATED WITH MAINTENANCE OF HAUL ROADS, ACCESS ROADS, RESTORATION OF SURFACES DISTURBED AND ALL BARRICADES AND TEMPORARY AIRPORT MARKINGS SHALL BE INCLUDED IN THE
MAINTENANCE & PROTECTION OF TRAFFIC TECHNICAL SPECIFICATION.
8. THE CONTRACTOR'S SPECIAL ATTENTION IS DIRECTED TO AC 150/5370-2G, OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION, AND THE CONTRACT SPECIAL PROVISIONS SECTION 80, AS THEY RELATE TO SAFETY
REQUIREMENTS AND AFFECT SEQUENCING OF WORK.
9. ANY IRON PINS, CONCRETE MONUMENTS, SURVEY MONUMENTS, OR OTHER ITEMS DEFINING PROPERTY LINES OR BASELINES WHICH ARE DISTURBED SHALL BE PROPERLY TIED AND ACCURATELY RESET UPON COMPLETION OF
WORK BY THE CONTRACTOR AT NO COST TO THE OWNER.
10. ELEVATIONS ARE BASED ON U.S.C. & G.S. DATUM. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING
THESE SITE BENCH MARKS OR MOVING THEM IF THEY ARE IN THE LINE OF CONSTRUCTION.
11. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT THE EXPRESSED WRITTEN
APPROVAL OF THE ENGINEER.
12. SITE DRAINAGE SHALL BE MAINTAINED THROUGHOUT THE PERIOD OF CONSTRUCTION.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFELY MAINTAINING THE CONSTRUCTION SITE THROUGHOUT
THE PERIOD OF CONSTRUCTION.
14. THE CONTRACTOR SHALL NOT LEAVE CONSTRUCTION EQUIPMENT RUNNING OR UNATTENDED.
15. THE CONTRACTOR SHALL KEEP EQUIPMENT NOT NECESSARY FOR THEIR OPERATIONS OUT OF THE EXISTING
TERMINAL AND AIR OPERATIONS AREA.
16. ALL WORK IS INCLUDED UNDER BASE BID UNLESS SPECIFICALLY LABELED OTHERWISE.
17. GATES WITH LOCKS WILL BE MAINTAINED AT CONTRACTOR ACCESS ROUTES. NO ACCESS WILL BE PERMITTED BY ANYONE OTHER THAN AIRPORT EMPLOYEES, CONTRACTOR'S EMPLOYEES AND EQUIPMENT INCLUDING
DELIVERIES, AND THE RESIDENT ENGINEER. NO OPEN GATES WILL BE LEFT UNATTENDED.
18. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND ALL OTHER CONTRACTORS PERFORMING
WORK ON THIS JOB SITE DURING THE PERFORMANCE OF THIS CONTRACT.
19. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL
CODES, STANDARDS, ORDINANCES, RULES, AND REGULATIONS.
20. THE ENGINEER RESERVES THE RIGHT TO EXAMINE ANY WORK DONE ON THIS PROJECT AT ANY TIME TO DETERMINE CONFORMANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS OF THIS PROJECT, AS
INTENDED AND INTERPRETED BY THE ENGINEER.
21. THE CONTRACTOR SHALL:
A. VERIFY ALL CONDITIONS IN THE FIELD FOUND PRIOR TO COMMENCEMENT OF WORK AND NOTIFY THE
ENGINEER, IN WRITING, OF ANY DISCREPANCIES.
B. EXAMINE THE SITE AND INCLUDE IN HIS WORK THE EFFECT OF ALL EXISTING CONDITIONS ON THE WORK.
C. PROVIDE AND INSTALL ALL MATERIALS AND PERFORM ALL WORK IN ACCORDANCE WITH RECOGNIZED
GOOD STANDARD PRACTICE.
D. HOLD THE OWNER HARMLESS AGAINST ANY AND ALL CLAIMS ARISING FROM WORK DONE BY THE
CONTRACTOR OR HIS SUB CONSULTANTS ON THE SITE.
22. CONTRACTOR PROJECT CLOSE-OUT REQUIREMENTS:
A. THE CONTRACTOR SHALL FULFILL THE REQUIREMENTS AND COMPLETE THE "CONTRACTOR'S PROJECT CLOSEOUT CHECKLIST", INCLUDED IN THE CONTRACT DOCUMENTS, BEFORE FINAL PAYMENT WILL BE ISSUED. THE FINAL 10% OWED TO THE CONTRACTOR (INCLUDING ANY RETAINAGE) WILL NOT BE RELEASED UNTIL ALL
CLOSEOUT CONTRACT DOCUMENTS HAVE BEEN SUBMITTED & APPROVED.
B. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS FOR THE
COMPLETION AND CLOSE-OUT OF THE PROJECT CONSTRUCTION.
C. THE CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER OF RECORD WITH COPIES OF RECORD LOGS, TEST RESULTS, AND SUPPORTING DOCUMENTATION WITHIN 30 DAYS OF THE COMPLETION OF WORK.
D. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL GIVE THE OWNER AND THE ENGINEER OF RECORD A MINIMUM OF THREE (3) DAYS NOTICE PRIOR TO THE SCHEDULED SITE WALK THROUGH.
GENERAL NOTES
SUNSHINE STATE ONE CALL OF FLORIDA:
AT LEAST 48 HOURS BEFORE YOU DIG, EXCLUDING SATURDAYS, SUNDAYS AND HOLIDAYS, CALL 811 WHEN CALLING FROM FLORIDA AND 1-800-432-4770 WHEN CALLING FROM OUTSIDE FLORIDA. A REPRESENTATIVE WILL COME TO YOUR PROPERTY
TO LOCATE AND MARK PUBLIC UTILITIES. THERE IS NO CHARGE FOR THIS SERVICE.
Project No.
Date
Drawing No.
4730 Casa Cola Way, Suite 200
Saint Augustine, FL 32095
Town/City:
County: State:
Designed by
Project Manager
Phone: (904) 757-6106 www.passero.com
Passero Associates
Client:
Certificate of Authorization # 3428
Stamp:
Matt Singletary, P.E.
Matt Singletary, P.E.
U.S. Forest Service
Lake City
Lake City
Columbia Florida
20192861.0001
June 2020
Pavement Expansion
No.
Revisions
THESE PLANS ARE COPYRIGHT PROTECTED
ADMINISTRATIVE CODE 61G15-27.001 AND FLORIDA STATUTE 471.033(1).
UNAUTHORIZED USE OF THIS DRAWING IS IN VIOLATION OF FLORIDA
c
Date By Description
Client:
U.S. Forest Service
Air Tanker Base at LCQ
475 SE County Rd. 245
Lake City, Florida 32025
Architecture
PASSERO ASSOCIATES
Engineering www.passero.com
BID SET
Air Tanker Base
Designed by Bruce Bradley, EI
July 13, 2020
G1-3
SAFETY,
SECURITY &
GENERAL
NOTES
NOTES:
1. DETAIL BASED ON MULTI-BARRIER* AIRPORT RUNWAY BARRICADE (AR10X96 HDPE SPN) WITH SOLAR POWERED LIGHT.
2. BARRICADES SHALL BE INSTALLED PER CONSTRUCTION PHASING DRAWINGS. TEMPORARY BARRICADES SHALL BE PAID UNDER ITEM M-101, MOBILIZATION. BARRICADES SHALL BE PLACED NO MORE THAN 8 FEET APART.
3. CONTRACTOR SHALL PLACE, MAINTAIN AND REMOVE BARRICADES AS REQUIRED. COST TO MOVE, SET AND MAINTAIN SHALL BE INCIDENTAL.
4. CONTRACTOR SHALL INSPECT AND MAINTAIN BARRICADES ON A DAILY BASIS (TYP.).
G1-3
AIRPORT LOW-PROFILE BARRICADE DETAIL
NOT TO SCALE
RED FLASHING SOLAR
LIGHTS
W/ BATTERIES
(TWO REQUIRED)
(TO BE *PROVIDED AND
MAINTAINED BY
CONTRACTOR)
10" X 10" X 96" LENGTH
ORANGE AND WHITE
HDPE BARRIER
12" X 12" BRIGHT ORANGE
NYLON FLAG WITH 12 GA.
DIAGONAL WIRE STIFFENER
TOP SHALL BE MAX. 24"
ABOVE PAVEMENT (ONE
FLAG PER UNIT)
BARRICADES TO BE FILLED
WITH WATER PROVIDED BY
THE CONTRACTOR (TYP.).
TA
6+
TA
7+
BID ADDITIVE (EAST OF RW 5/23)
10/28-91+00 10/28-92+00 10/28-93+00 10/28-94+00 10/28-95+00 10/28-96+00 10/28-97+00 10/28-98+00 10/28-99+00 10/28-100+00 10/28-101+00 10/28-102+00 10/28-103+00 10/28-104+00 10/28-105+00 10/28-106+00 10/28-107+00 10/28-108+00
B-51+00 B-52+00 B-53+00 B-54+00 B-55+00 B-56+00 B-57+00 B-58+00 B-59+00 B-60+00 B-61+00 B-62+00 B-63+00 B-64+00 B-65+00 B-66+00 B-67+00 B-68+00
6+
7+
8+
9+
+0
+0
+0
+0
+0
+0
+0
+0
+1
G1-4
GENERAL PLAN
Project No.
Date
Drawing No.
4730 Casa Cola Way, Suite 200
Saint Augustine, FL 32095
Town/City:
County: State:
Designed by
Project Manager
Phone: (904) 757-6106 www.passero.com
Passero Associates
Client:
Certificate of Authorization # 3428
Stamp:
Matt Singletary, P.E.
Matt Singletary, P.E.
U.S. Forest Service
Lake City
Lake City
Columbia Florida
20192861.0001
June 2020
Pavement Expansion
No.
Revisions
THESE PLANS ARE COPYRIGHT PROTECTED
ADMINISTRATIVE CODE 61G15-27.001 AND FLORIDA STATUTE 471.033(1).
UNAUTHORIZED USE OF THIS DRAWING IS IN VIOLATION OF FLORIDA
c
Date By Description
BID SET
Client:
U.S. Forest Service
Air Tanker Base at LCQ
475 SE County Rd. 245
Lake City, Florida 32025
Architecture
PASSERO ASSOCIATES
Engineering www.passero.com
BID SET
Air Tanker Base
Designed by Bruce Bradley, EI
July 13, 2020
LEGEND
PROPOSED AIRCRAFT PORTLAND CEMENT CONCRETE
(PCC) PAVEMENT
· 14" P-501 PCC
· 4" P-219 RECYCLED CONCRETE AGGREGATE BASE
PROPOSED FULL DEPTH AIRCRAFT ASPHALT PAVEMENT
(HEAVY-DUTY/TRANSITION AREAS)
· 4" P-401 SURFACE COURSE
· 12" P-219 RECYCLED CONCRETE AGGREGATE
· 12" STABILIZED SUBGRADE
PROPOSED FULL DEPTH AIRCRAFT ASPHALT PAVEMENT
(STANDARD)
· 4" P-401 SURFACE COURSE
· 8" P-219 RECYCLED CONCRETE AGGREGATE
· 12" STABILIZED SUBGRADE
PROPOSED PAVEMENT ADJACENT PIPE INSTALLATION
PAVEMENT REPAIR
· 4" P-401 SURFACE COURSE
PROPOSED STORM SEWER (BASE BID)
PROPOSED CONCRETE PAVEMENT AND
ASPHALT PAVEMENT EXPANSION (BASE BID)
PROPOSED PAVEMENT MARKINGS (BASE BID)
PROPOSED ACCESS
ROAD WIDENING
(BASE BID)
PROPOSED ASPHALT PAVEMENT
EXPANSION (BID ADDITIVE 1)
PROPOSED WEST POND
MODIFICATIONS (BASE BID)
PROPOSED EAST POND
MODIFICATIONS (BASE BID)
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50'
TA
6+
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7+
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5+
TC
6+
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LOW PROFILE BARRICADES (TYP.)
CONTRACTOR
STAGING AREA
CONTRACTOR
ACCESS GATE
G2-1
CONSTRUCTION
SAFETY &
PHASING PLAN
Project No.
Date
Drawing No.
4730 Casa Cola Way, Suite 200
Saint Augustine, FL 32095
Town/City:
County: State:
Designed by
Project Manager
Phone: (904) 757-6106 www.passero.com
Passero Associates
Client:
Certificate of Authorization # 3428
Stamp:
Matt Singletary, P.E.
Matt Singletary, P.E.
U.S. Forest Service
Lake City
Lake City
Columbia Florida
20192861.0001
June 2020
Pavement Expansion
No.
Revisions
THESE PLANS ARE COPYRIGHT PROTECTED
ADMINISTRATIVE CODE 61G15-27.001 AND FLORIDA STATUTE 471.033(1).
UNAUTHORIZED USE OF THIS DRAWING IS IN VIOLATION OF FLORIDA
c
Date By Description
BID SET
Client:
U.S. Forest Service
Air Tanker Base at LCQ
475 SE County Rd. 245
Lake City, Florida 32025
Architecture
PASSERO ASSOCIATES
Engineering www.passero.com
BID SET
Air Tanker Base
Designed by Bruce Bradley, EI
July 13, 2020
1. THE CONTRACTOR SHALL DEVELOP A PHASING PLAN, AS APPLICABLE, MEETING THE BASIC PHASING AND RUNWAY CLOSURE REQUIREMENTS LISTED ON THIS SHEET.
ALTERNATE SEQUENCING OF PHASES AND CONSTRUCTION OPERATIONS MAY BE SUBMITTED TO THE ENGINEER FOR APPROVAL.
2. THE INTENT OF THIS CONTRACT IS TO COMPLETE THE PROJECT WITH A MINIMAL AMOUNT OF OPERATIONAL IMPACT TO THE AIRPORT; I.E. THE SHORTEST AMOUNT OF TIME THAT AIRCRAFT MOVEMENT AREAS & OTHER FACILITIES ARE CLOSED OR IMPACTED DUE TO CONSTRUCTION OPERATIONS. NO RUNWAY, TAXIWAY, APRON, OR AIRPORT ROADWAY SHALL BE CLOSED WITHOUT PRIOR APPROVAL OF THE OWNER, TO ENABLE NECESSARY NOTICES TO AIRMEN (NOTAMS) OR ADVISORIES TO AIRPORT SERVICES OR TENANTS. A MINIMUM OF 48 HOURS WRITTEN NOTICE OF REQUESTED CLOSING SHALL BE DIRECTED TO THE ENGINEER, WHO WILL COORDINATE THE REQUEST WITH THE OWNER. PRIOR TO THE RE-OPENING OF THE RUNWAY, TAXIWAY OR APRON THE CONTRACTOR, OWNER, AND RESIDENT ENGINEER SHALL
INSPECT THE PAVEMENT SURFACE TO DETERMINE THAT THE IT IS SUITABLE TO BE OPENED.
3. ALL CONSTRUCTION ACTIVITIES SHALL BE COMPLETED WITHIN THE ALLOTTED CONTRACT TIME. SEE GENERAL PROVISIONS SECTION 80 FOR DETAILS ON CONTRACT TIME
AND LIQUIDATED DAMAGES THAT MAY BE ASSESSED FOR FAILURE TO COMPLETE ON TIME.
4. ALL MILLINGS AND EXCESS EXCAVATED MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR, WHO SHALL REMOVE ALL SUCH MATERIAL FROM THE
PROPERTY.
5. SEE SAFETY AND SECURITY AND GENERAL NOTES, DWG. NO. 3, FOR ADDITIONAL REQUIREMENTS FOR AIRFIELD WORK.
6. THE CONTRACTOR SHALL STABILIZE, MAINTAIN, AND REMOVE, WHEN NO LONGER NEEDED, ALL TEMPORARY ACCESS AND HAUL ROADS REQUIRED TO FULFILL THE
CONTRACT. THE AFFECTED AREAS SHALL BE RESTORED PRIOR TO FINAL ACCEPTANCE.
7. WHEN AIRFIELD ELECTRICAL CIRCUITS ARE MADE DISCONTINUOUS DUE TO CONSTRUCTION OPERATIONS, TEMPORARY ELECTRICAL JUMPERS WILL BE INSTALLED, AS NECESSARY, TO ENSURE THAT EXISTING AIRFIELD LIGHTING SYSTEMS REMAIN FUNCTIONAL DURING PERIODS WHEN THE ASSOCIATED AIRCRAFT MOVEMENT AREAS ARE ACTIVE. EXISTING LIGHTING CIRCUITS, OUTSIDE WORK AREAS, SHALL REMAIN OPERATIONAL FOR THE DURATION OF CONSTRUCTION. THE COST OF ANY TEMPORARY JUMPER CABLES OR CONNECTIONS SHALL BE INCLUDED IN ITEM M-100, MAINTENANCE OF TRAFFIC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING ALL PRE-CONSTRUCTION AND POST CONSTRUCTION RESISTANCE TESTING FOR ALL LIGHTING CIRCUITS IN ACCORDANCE WITH SPECIFICATION SECTION L-108. THE COST FOR ALL TESTING AND TROUBLESHOOTING SHALL BE INCLUDED IN L-108 ITEMS., OR OTHERWISE THE ITEM THAT L-108 IS INCIDENTAL TO.
8. AT THE COMPLETION OF EACH DAY'S WORK, AND PRIOR TO THE RE-OPENING OF ANY RUNWAY OR TAXIWAY, THE CONTRACTOR SHALL REMOVE ANY EQUIPMENT AND CLEAN AIRFIELD PAVEMENT SURFACES TO REMOVE ANY DEBRIS TO THE SATISFACTION OF THE ENGINEER AND OWNER.
9. LOW PROFILE BARRICADES SHALL BE INSTALLED AS SHOWN OR AS ORDERED BY THE ENGINEER/OWNER (SEE DETAILS).
10. ALL REQUIRED MAINTENANCE AND PROTECTION OF TRAFFIC DEVICES SHALL BE INSTALLED AND APPROVED BY THE ENGINEER PRIOR TO STARTING WORK.
11. FLAGMAN NOTE: FLAGMEN SHALL BE PROVIDED BY THE CONTRACTOR FOR ALL ACTIVE RUNWAY/TAXIWAY CROSSINGS. COST OF FLAGMEN SHALL BE INCLUDED IN
MAINTENANCE & PROTECTION OF TRAFFIC.
12. ALL CONTRACTOR STAGING/STOCKPILE AREAS ARE TO BE CLEARED, CLEANED, AND RESTORED, FREE OF DEBRIS AND MATERIALS.
13. FOR CONTRACTOR'S AIRPORT SAFETY PROCEDURES REFER TO SHEET 3 OF THE PLANS, SAFETY SECURITY AND GENERAL NOTES, AND THE FOLLOWING SAFETY GUIDELINES
(THE LATEST EDITION OF EACH PUBLICATION SHALL APPLY):
150/5370-2 "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION"
150/5200-18 "AIRPORT SAFETY SELF-INSPECTION
150/5210-5 "PAINTING, MARKING AND LIGHTING OF VEHICLES USED ON AIRPORT" LEGEND:
LOW PROFILE BARRICADES. (SEE DETAILS).
CONTRACTOR ACCESS / HAUL ROUTE
FLAGMAN
CONTRACTOR STAGING AREA
1. NO RUNWAY CLOSURES DUE TO CONSTRUCTION ARE ANTICIPATED.
2. TAXIWAY B IS PROPOSED FOR HAUL ROUTE ACCESS TO THE PROJECT SITE WITH THE INTENT THAT IT REMAINS OPEN TO THE MAXIMUM EXTENT POSSIBLE. THE CONTRACTOR
SHALL KEEP THE TAXIWAY FREE OF DEBRIS, AVAILABLE FOR AIRCRAFT USE AS NEEDED, AND ALWAYS YIELD TO AIRCRAFT. FLAGMEN SHALL BE PROVIDED AS NECESSARY
DURING HAULING OPERATIONS.
3. LOW PROFILE BARRICADES SHALL BE PROVIDED ADJACENT THE CONSTRUCTION AREA AND APPROXIMATELY ALONG THE TAXIWAY SAFETY AREA TO
DELINEATE/SEPARATE TAXIWAY BRAVO FROM THE WORK AREA.
4. STORAGE OF MATERIALS AND EQUIPMENT SHALL BE OUTSIDE THE TAXIWAY B OBJECT FREE AREA.
G3-1
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RPZ
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EXISTING
AutoCAD SHX Text
INDUSTRIAL
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PARK
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HOMES OF MERIT
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STATE
AutoCAD SHX Text
RUNWAY 10-28 8002' X 150'
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PRICE CREEK ROAD
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ROUTE 100
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TAXIWAY B
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TAXIWAY B1
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TW C1
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USFS TANKER BASE FACILITY
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USFS TANKER BASE ACCESS RD. FACILITY ENTRANCE
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PROPOSED PAVEMENT EXPANSION
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GENERAL PHASING NOTES:
AutoCAD SHX Text
PROJECT-SPECIFIC PHASING REQUIREMENTS:
Runway 10-28
Ru nw ay 5-
See Detail Below
See Sheet G3-2
See Sheet G3-3
LCQ
Map of Topographic Survey
Range 17 East, Columbia County, Florida "Lake City Gateway Airport -
Lying in Section 35, Township 3 South, Project No.
Date
Drawing No.
4730 Casa Cola Way, Suite 200
Saint Augustine, FL 32095
Town/City:
County:
State:
Designed by
Project Manager
Phone: (904) 757-6106 www.passero.com
Passero Associates
Client:
Certificate of Authorization # 3428
Stamp:
Matt Singletary, P.E.
Matt Singletary, P.E.
U.S. Forest Service
Lake City
Lake City
Columbia Florida
20192861.0001
June 2020
Pavement Expansion
No.
Revisions
THESE PLANS ARE COPYRIGHT PROTECTED
ADMINISTRATIVE CODE 61G15-27.001 AND FLORIDA STATUTE 471.033(1).
UNAUTHORIZED USE OF THIS DRAWING IS IN VIOLATION OF FLORIDA
c
Date By Description
Client:
U.S. Forest Service
Air Tanker Base at LCQ
475 SE County Rd. 245
Lake City, Florida 32025
Architecture
PASSERO ASSOCIATES
Engineering www.passero.com
BID SET
Air Tanker Base
Designed by Bruce Bradley, EI
July 13, 2020
EXISTING
CONDITIONS
AND SURVEY
CONTROL PLAN
G3-1
ENGINEERS NOTE:
THE EXISTING CONDITIONS AND SURVEY CONTROL PLANS ARE
A REPRODUCTION OF A TOPOGRAPHIC SURVEY PREPARED BY
MCMILLEN SURVEYING, INC., DATED DECEMBER 5, 2019.
MCMILLEN SURVEYING, INC., ADDRESS & PHONE NUMBER:
· 15 S.E. 5TH STREET, WILLISTON, FLORIDA, 32696
· OFFICE PHONE 352-528-6277.
McMillen Surveying, Inc.
PROJECT LOCATION
USFS TANKER BASE FACILITY
AutoCAD SHX Text N83°55'07"W 8002.54'(overall)
AutoCAD SHX Text Elevation - 194.16'
AutoCAD SHX Text Easting - 2,576,072.0850'
AutoCAD SHX Text Northing - 435,006.5420'
AutoCAD SHX Text Brass Disk in hinged casing
AutoCAD SHX Text Secondary Airport Control Point
AutoCAD SHX Text Secondary Airport Control Point
AutoCAD SHX Text 1/2" steel rod in hinged casing
AutoCAD SHX Text Northing - 434,816.6740'
AutoCAD SHX Text Easting - 2,577,825.6870'
AutoCAD SHX Text Elevation - 192.59'
AutoCAD SHX Text Elevation - 196.30'
AutoCAD SHX Text Easting - 2,579,861.9294'
AutoCAD SHX Text Northing - 434,815.2660'
AutoCAD SHX Text Nail & Disk Found
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AutoCAD SHX Text Northing - 435,663.0761'
AutoCAD SHX Text Easting - 2,571,904.4245'
AutoCAD SHX Text Elevation - 197.99'
AutoCAD SHX Text Elevation - 185.49'
AutoCAD SHX Text Easting - 2,574,979.361'
AutoCAD SHX Text Northing - 433,265.887'
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AutoCAD SHX Text Northing - 435,785.026'
AutoCAD SHX Text Easting - 2,578,099.488'
AutoCAD SHX Text Elevation - 194.85'
AutoCAD SHX Text Project Benchmark:
AutoCAD SHX Text 5/8" Iron Rod Found
AutoCAD SHX Text Northing - 435,165.123'
AutoCAD SHX Text Easting - 2,574,271.535'
AutoCAD SHX Text Elevation - 196.58'
AutoCAD SHX Text "Ref Pt L.B. 7055"
AutoCAD SHX Text N84°58'00"W 1807.52'
AutoCAD SHX Text "Lakeport Az. Mk. 1988"
AutoCAD SHX Text marked "31 JA"
AutoCAD SHX Text Project Benchmark:
AutoCAD SHX Text Nail & Disk Set marked
AutoCAD SHX Text Northing - 435,160.714'
AutoCAD SHX Text Easting - 2,572,488.704'
AutoCAD SHX Text Elevation - 195.32'
AutoCAD SHX Text "McMillen PSM 5469 PRM PCP"
AutoCAD SHX Text Project Benchmark:
AutoCAD SHX Text Northing - 435,022.299'
AutoCAD SHX Text Easting - 2,571,409.502'
AutoCAD SHX Text Elevation - 193.00'
AutoCAD SHX Text Nail & Disk Set marked
AutoCAD SHX Text "McMillen PSM 5469 PRM PCP"
AutoCAD SHX Text S89°51'30"W 1782.84'
AutoCAD SHX Text N82°41'29"E 1088.04'
AutoCAD SHX Text N49°18'40"W 770.55'
AutoCAD SHX Text S83°49'14"E 1763.85'
AutoCAD SHX Text S89°57'37"E 2036.24'
AutoCAD SHX Text N51°04'59"E 4010.14'
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ELECTRIC
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CABINET
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TRANSFORMER
AutoCAD SHX Text 192.42
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WATER VALVE
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ASPHALT ROADWAY
AutoCAD SHX Text 189.6
AutoCAD SHX Text 189.6
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5500 MITERED END SECTION
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WEST INVERT=189.23'(12"RCP)
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5556 MITERED END SECTION
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EAST INVERT=188.56'(12"RCP)
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SECURITY FENCE
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SECURITY FENCE
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GATE
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LEGEND:
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IDENT. = IDENTIFICATION
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(R.B.) = REFERENCE BEARING
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CMP = CORRUGATED METAL PIPE
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ELEV. = ELEVATION
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CONC. = CONCRETE
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= MITERED END SECTION
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= ROUND METAL PLATE (ACCESS COVER)
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RCP = REINFORCED CONCRETE PIPE
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= 2 COLOR LENZ LIGHT
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= BLUE TAXIWAY LIGHT
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= FLAT/MOUNTABLE RUNWAY LIGHT
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= WHITE RUNWAY LIGHT
AutoCAD SHX Text bc = BACK OF CURB ELEVATION
AutoCAD SHX Text fl = FLOW LINE ELEVATION
AutoCAD SHX Text ep = EDGE OF PAVEMENT ELEVATION
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( IN FEET )
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GRAPHIC SCALE
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AutoCAD SHX Text NOTES: 1. BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF NORTH 83°49'14"WEST FOR THE COMPUTED LINE BETWEEN A METAL ROD IN A CONCRETE CASING MARKED "LAKEPORT AZ MK 1988" AND A BRASS DISK IN A CONCRETE CASING MARKED "31 JA 1995" ALONG THE SOUTHERLY EDGE OF RUNWAY 10-28, SAID BEARING IS IDENTICAL WITH THE PUBLISHED STATE PLANE COORDINATES FOR THE FLORIDA NORTH ZONE. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. THE FIELD DATA WAS COLLECTED BETWEEN NOVEMBER 09, 2017 AND NOVEMBER 17, 2017. 4. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY, AND/OR OWNERSHIP WERE FURNISHED TO THE SURVEYOR EXCEPT AS SHOWN, AND NO SEARCH OF THE PUBLIC RECORDS HAS BEEN DONE BY THE SURVEYOR. 5. THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. 6. THIS SURVEY IS CERTIFIED ONLY TO THE SURVEY DATE AND NOT THE SIGNING DATE. 7. THIS MAP OF TOPOGRAPHIC SURVEY IS COMPRISED OF THREE SHEETS. ALL THREE SHEETS TOGETHER CREATE SAID MAP OF TOPOGRAPHIC SURVEY AND NO ONE SHEET IS INTENDED TO STAND ALONE.
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EV
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= ELECTRIC VAULT
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( IN FEET )
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AutoCAD SHX Text gs = GROUND SHOT ELEVATION
AutoCAD SHX Text Office: 352 528-6277
AutoCAD SHX Text Williston, Florida, 32696
15 S.E. 5th Street
Map of Topographic Survey
Range 17 East, Columbia County, Florida "Lake City Gateway Airport -
Lying in Section 35, Township 3 South, Project No.
Date
Drawing No.
4730 Casa Cola Way, Suite 200
Saint Augustine, FL 32095
Town/City:
County:
State:
Designed by
Project Manager
Phone: (904) 757-6106 www.passero.com
Passero Associates
Client:
Certificate of Authorization # 3428
Stamp:
Matt Singletary, P.E.
Matt Singletary, P.E.
U.S. Forest Service
Lake City
Lake City
Columbia Florida
20192861.0001
June 2020
Pavement Expansion
No.
Revisions
THESE PLANS ARE COPYRIGHT PROTECTED
ADMINISTRATIVE CODE 61G15-27.001 AND FLORIDA STATUTE 471.033(1).
UNAUTHORIZED USE OF THIS DRAWING IS IN VIOLATION OF FLORIDA
c
Date By Description
Client:
U.S. Forest Service
Air Tanker Base at LCQ
475 SE County Rd. 245
Lake City, Florida 32025
Architecture
PASSERO ASSOCIATES
Engineering www.passero.com
BID SET
Air Tanker Base
Designed by Bruce Bradley, EI
July 13, 2020
EXISTING
CONDITIONS
AND SURVEY
CONTROL PLAN
G3-2
SE
E
SH
EE
T G
3-
ENGINEERS NOTE:
THE EXISTING CONDITIONS AND SURVEY CONTROL PLANS ARE
A REPRODUCTION OF A TOPOGRAPHIC SURVEY PREPARED BY
MCMILLEN SURVEYING, INC., DATED DECEMBER 5, 2019.
MCMILLEN SURVEYING, INC., ADDRESS & PHONE NUMBER:
· 15 S.E. 5TH STREET, WILLISTON, FLORIDA, 32696
· OFFICE PHONE 352-528-6277.
McMillen Surveying, Inc.
AutoCAD SHX Text 194.44
AutoCAD SHX Text 194.34
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AutoCAD SHX Text 193.74
AutoCAD SHX Text 193.66
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AutoCAD SHX Text 193.6gs
AutoCAD SHX Text 194.07bc
AutoCAD SHX Text 193.53fl
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AutoCAD SHX Text 192.6
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SEWER VALVE
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AND SIGN
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SEWER VALVE
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AND SIGN
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SEWER VALVE
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AND SIGN
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ASPHALT PAVED
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TIE DOWN AREA
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CONCRETE
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CONCRETE
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CONCRETE
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TOP OF BANK
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TOP OF BANK
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AutoCAD SHX Text 193.42fl
AutoCAD SHX Text 193.92bc
AutoCAD SHX Text 193.8gs
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BOTTOM OF GRATE=191.83'
AutoCAD SHX Text 193.39fl
AutoCAD SHX Text 193.91bc
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AutoCAD SHX Text 193.37ep
AutoCAD SHX Text 193.88bc
AutoCAD SHX Text 193.6gs
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BOTTOM OF GRATE=191.76'
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CONC.
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C0NCRETE CURB
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SWALE
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SWALE
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SWALE
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YELLOW STRIPE
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YELLOW STRIPE
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WHITE STRIPE
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( IN FEET )
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AutoCAD SHX Text Office: 352 528-6277
AutoCAD SHX Text Williston, Florida, 32696
TAXIWAY BRAVO
T A X
IW
A Y B
R A V O
Map of Topographic Survey
Range 17 East, Columbia County, Florida…
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