Atch 1 DARB GA Repair Transient Parking Ramp 2048 Project No FGWB16-0020 Final Design Submittal 68 pages 16 August 2019.pdf

PDF 42 MB Posted Aug 25, 2020

Attached to: Repair Transient Parking Ramp
Solicitation number: FA670320B0005
Issued by: Department of the Air Force Reserve Command

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details on a pre-solicitation notice for repair work on a transient parking ramp at Dobbins Air Reserve Base in Georgia. The Department of the Air Force Reserve Command will solicit a firm-fixed-price contract for full depth doweled joint replacement and installation of anchors/mooring points in accordance with specifications. The requirement, valued between $10-25 million, is fully set aside for small businesses under NAICS code 237310 for general building construction. The solicitation and drawings will be posted on August 7, 2020, with bids due by September 8 at 2:00 PM Eastern. The work is required to be completed within 420 calendar days and must involve at least 15% self-performance by the contractor. Interested parties should monitor the beta.SAM.gov website for additional details and amendments.

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Other files

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Atch 3 Wage Determination GA20200234 20200103.pdf	PDF	Aug 25, 2020
Atch 2 Repair Transient Parking ramp 2048 Specifications-Final Design Submittal 483 pages (16 August 2019).pdf	PDF	Aug 25, 2020
Atch 4 Finance Institution Reference Sheet 1 page 20 August 2020.pdf	PDF	Aug 25, 2020
Solicitation - FA670320B0005.pdf	PDF	Aug 25, 2020
Atch 5 DARB4.pdf	PDF	Aug 25, 2020

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FINAL DESIGN SUBMITTAL

AIRPORT ELEVATION = 1068.5 FT

LATITUDE: 33°54'52"N

LONGITUDE: 84°30'51"W

COBB COUNTY

PROJECT

LOCATION

VICINITY MAPLOCATION MAP

N.T.S.N.T.S.

ISSUE DATE: AUGUST 16, 2019

SOLICITATION NO.:

CONTRACT NO.:

PROJECT

LOCATION

AIR FORCE RESERVE

COMMAND

DOBBINS AIR RESERVE BASE, GEORGIA

REPAIR TRANSIENT PARKING RAMP, 2048

PROJECT NO. FGWB16-0020

FINAL DESIGN SUBMITTAL

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GC121 SURVEY CONTROL PLAN

GC141 CONSTRUCTION OPERATIONS & PHASING PLANS

GC142 CONSTRUCTION OPERATIONS & PHASING PLANS

GC143 CONSTRUCTION OPERATIONS & PHASING PLANS

GC144 CONSTRUCTION OPERATIONS & PHASING PLANS

GC145 CONSTRUCTION OPERATIONS & PHASING PLANS PHASE 1

GC146 CONSTRUCTION OPERATIONS & PHASING PLANS PHASE 2

GC147 CONSTRUCTION OPERATIONS & PHASING PLANS PHASE 3

GC151 CONSTRUCTION OPERATIONS & PHASING NOTES

GC152 CONSTRUCTION OPERATIONS & PHASING NOTES

GC101 EROSION CONTROL PLAN

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BB101 SOIL BORINGS PLAN

BB102 SOIL BORING LOGS

BB103 SOIL BORING LOGS

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CS101 EXISTING SITE PLAN

CS102 EXISTING SITE PLAN

CS111 PROJECT GEOMETRICS

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CD101 DEMOLITION PLAN

CD102 DEMOLITION PLAN

CG111 GRADING AND DRAINAGE PLAN

CG112 GRADING AND DRAINAGE PLAN

CP121 JOINTING PLAN

CP122 JOINTING PLAN

CP123 JOINTING PLAN ENLARGED VIEWS

CP131 PAVEMENT ELEVATION PLAN

CP132 PAVEMENT ELEVATION PLAN

CP133 PAVEMENT ELEVATION PLAN

CP134 PAVEMENT ELEVATION PLAN

CP135 PAVEMENT ELEVATION PLAN

CP136 PAVEMENT ELEVATION PLAN

CP137 PAVEMENT ELEVATION PLAN

CP301 TYPICAL SECTIONS

CP302 TYPICAL SECTIONS

CP501 JOINTING DETAILS

CP502 JOINTING DETAILS

CU111 UNDERDRAIN PLAN

CU521 DRAINAGE AND UTILITY DETAILS

CU522 DRAINAGE AND UTILITY DETAILS

CS171 MARKING LAYOUT PLAN

CS172 MARKING LAYOUT PLAN

CS501 MARKING DETAILS

CI181 TIEDOWN AND STATIC GROUND LAYOUT PLAN

CI182 TIEDOWN AND STATIC GROUND LAYOUT PLAN

CI501 TIEDOWN AND STATIC GROUND POINT TABLE

CI502 TIEDOWN DETAILS

CX111 CROSS SECTION LOCATION PLAN

CX112 CROSS SECTIONS

CX113 CROSS SECTIONS

CX114 CROSS SECTIONS

CX115 CROSS SECTIONS

CX116 CROSS SECTIONS

CX117 CROSS SECTIONS

CX118 CROSS SECTIONS

CX119 CROSS SECTIONS

SHEET NUMBER

CS103 EXISTING PAVEMENT IDENTIFICATION PLAN

CS104 EXISTING PAVEMENT IDENTIFICATION PLAN

CU523 UNDERDRAIN DETAILS

CX121 UNDERDRAIN CROSS SECTIONS

CX122 UNDERDRAIN CROSS SECTIONS

CX123 UNDERDRAIN CROSS SECTIONS

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SOIL BORING

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PROJECT LIMITS

STORM DRAIN PIPE

LOW PROFILE BARRICADES

EXISTING PROPOSED

AGGREGATE BASE

ASPHALT CONCRETE

ALT

ALTERNATE

AOA AIR OPERATIONS AREA

APCH APPROACH

APPROX APPROXIMATE

ARFF AIR RESCUE AND FIRE FIGHTING

ATCT AIR TRAFFIC CONTROL TOWER

ATO AIR TRAFFIC ORGANIZATION

AWG AMERICAN WIRE GAUGE

BC BEGINNING OF CURVE

BLDG BUILDING

BM BENCHMARK

BOT BOTTOM

BVC BEGINNING OF VERTICAL CURVE

C-C CENTER TO CENTER

C CURVE

CB CATCH BASIN

CIPCP CAST-IN-PLACE CONCRETE PIPE

CJ CONSTRUCTION JOINT

CFS CUBIC FEET PER SECOND

CL, C/L

CENTERLINE

CLF CHAIN-LINK FENCE

CLR CLEAR

CMP CORRUGATED METAL PIPE

CONC CONCRETE

CONT CONTINUOUS

CRGO CARGO

CP CONTROL POINT

DB DIRECT BURIAL

DEG DEGREE

DI DROP INLET

DIA DIAMETER

DIM DIMENSION

DIP DUCTILE IRON PIPE

DP DEPTH

(E)

EXISTING

ELECTRICAL LINE, EASTING

EC END OF CURVE

EG EXISTING GRADE

ELEV ELEVATION

EOP EDGE OF PAVEMENT

EVC END OF VERTICAL CURVE

FAA FEDERAL AVIATION ADMINISTRATION

FBO FIXED BASE OPERATOR

FF FINISHED FLOOR

FG FINISHED GRADE

FH FIRE HYDRANT

FL FLOW LINE

FNC FENCE

FOD FOREIGN OBJECT DEBRIS

FPS FEET PER SECOND

FT FEET

G NATURAL GAS LINE

GAL GALLON

GALV GALVANIZED

GB GRADE BREAK

GND GROUND

GPM GALLONS PER MINUTE

GS GROUND SHOT

H HEIGHT

HDPE HIGH DENSITY POLYETHYLENE

HIRL HIGH INTENSITY RUNWAY LIGHT

HITHL HIGH INTENSITY THRESHOLD LIGHT

HORIZ HORIZONTAL

HMA HOT MIX ASPHALT

HWY HIGHWAY

IE INVERT ELEVATION

IN INCHES

IP IN-PAVEMENT

LENGTH, LEFT, LINE, LIGHT

LAT LATITUDE

LBS POUNDS

LED, (L)

LIGHT EMITTING DIODE

LF LINEAL FEET

LOC LOCALIZER

LONG LONGITUDE

LWL LOW WATER LEVEL

MH MANHOLE

MAX MAXIMUM

MG MILLED GRADE

MID MIDPOINT

MIN MINIMUM

MALS MEDIUM APPROACH LIGHTING SYSTEM

MIRL MEDIUM INTENSITY RUNWAY LIGHT

MITL MEDIUM INTENSITY TAXIWAY LIGHT

MPH MILES PER HOUR

MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

(N)

NEW

N NORTHING

NAVAIDS NAVIGATION AIDS

NIC NOT IN CONTRACT

NO. OR # NUMBER

NOTAM NOTICE TO AIRMAN

NTS NOT TO SCALE

OFF, O/S

OFFSET

OC ON CENTER

OH OVERHEAD

PAPI PRECISION APPROACH PATH INDICATOR

PB PULL BOX

PC POINT OF CURVATURE

PCC PORTLAND CEMENT CONCRETE

PCF POUNDS PER CUBIC FOOT

PFC POROUS FRICTION COURSE

PERF PERFORATED

PI POINT OF INTERSECTION

POB POINT OF BEGINNING

POC POINT OF CURVE

POE POINT OF ENDING

PSI POUNDS PER SQUARE INCH

PSF POUNDS PER SQUARE FOOT

POINT, POINT OF TANGENCY

PVC POINT OF VERTICAL CURVE

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENCY

QTY QUANTITY

RIGHT, RADIUS

R&R REMOVE AND REPLACE

RAIL RUNWAY ALIGNMENT INDICATOR LIGHT

RC RELATIVE COMPACTION

REL RELOCATE EXISTING

REIL RUNWAY END IDENTIFIER LIGHT

RCP REINFORCED CONCRETE PIPE

REQ REQUIRED

RGL RUNWAY GUARD LIGHT

RPR RESIDENT PROJECT REPRESENTATIVE

ROW RIGHT OF WAY

RTR REMOTE TRANSMITTER/RECEIVER

RWA RESTRICTED WORK AREA

RWAPP RUNWAY APPROACH LIGHT

RWY RUNWAY

SANITARY LINE, SALVAGED

SF SQUARE FOOT

SG STRAIGHT GRADE

SH SHOULDER

SIDA SECURITY IDENTIFICATION DISPLAY AREA

SMGS

SURFACE MOVEMENT GUIDANCE AND

CONTROL SYSTEM

SPCD SAFETY PLAN COMPLIANCE DOCUMENT

SS STAINLESS STEEL

SD STORM DRAIN

STA STATION

STD STANDARD

STL STEEL

SY SQUARE YARDS

T TELEPHONE LINE

TC TOP OF CURB

TG TOP OF GRATE

T/L TAXILANE

TOE TOE OF BANK

TOP TOP OF BANK

TDZ TOUCHDOWN ZONE

TWY TAXIWAY

TYP TYPICAL

UNDERDRAIN

OFA OBJECT FREE AREA

UG UNDERGROUND

UON UNLESS OTHERWISE NOTED

USA UNITED STATES OF AMERICA

V VELOCITY

V VOLT

VC VERTICAL CURVE

VERT VERTICAL

VG VALLEY GUTTER

VIF VERIFY IN FIELD

VASI VISUAL APPROACH SLOPE INDICATOR

WIDTH, WEST, WATER LINE

WITH

W/O WITHOUT

WSE WATER SURFACE ELEVATION

WSP WELDED STEEL PIPE

WV WATER VALVE

WWM WELDED WIRE MESH

EXISTING SUBGRADE (SECTION VIEW)

GROUND, PROPOSED (SECTION VIEW)

FULL DEPTH PCC PAVEMENT REMOVAL

FULL DEPTH AC PAVEMENT REMOVAL

STAGING AREA

BM#1

B-4 x

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SANITARY SEWER LINE

WATER LINE

W W

SEWER CLEAN OUT

CATCH BASIN

STORM DRAIN MANHOLE

HAUL ROUTE

NEW ASPHALT PAVEMENT

(PLAN VIEW)

NEW ASPHALT PAVEMENT AT

JOIN CONDITION (PLAN VIEW)

NEW PCC PAVEMENT

(SECTION AND PLAN VIEW)

CLIN 1 & 2 AREA

CLIN 3 & 4 AREA

CLIN 5 & 6 AREA

CRUSHED STONE CONSTRUCTION EXIT

FIRE HYDRANT AND VALVE

SEWER CLEAN OUT

CATCH BASIN

STORM DRAIN MANHOLE

SANITARY SEWER

MANHOLE

INLET PROTECTION

(EROSION CONTROL MEASURE)

EXISTING 12.5" PCC PAVEMENT

EXISTING 7.5" PCC PAVEMENT

EXISTING 10.75" PCC PAVEMENT

EXISTING 15.5" PCC PAVEMENT

EXISTING 7.5" PCC PAVEMENT & 2" AC PAVEMENT

EXISTING 12.25" AND 5.25" PCC PAVEMENT

EXISTING 12" PCC PAVEMENT

LINES

PATTERNS

GENERAL ABBREVIATIONS

EXISTING 16" PCC PAVEMENT

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SILT FENCE

ALIGNMENT

INFILTRATION TEST

INF-1

TEMPORARY MARKING REMOVAL

DARB DOBBINS AIR RESERVE BASE

CO CONTRACTING OFFICER

COR CONTRACTING OFFICER REPRESENTATIVE

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(SECTION VIEW)

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LAYER (SECTION VIEW)

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WIRE REINFORCEMENT

SUBGRADE COMPACTED TO 100% TO ASTM D1557

MAX DENSITY (SECTION VIEW)

SUBGRADE COMPACTED TO 95% TO ASTM D1557

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RAMP, 2048

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PARKING RAMP, 2048

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BENCHMARKS

NAME NORTHING EASTING ELEVATION DESCRIPTION

BM#1 1424782.19 2192479.21 1015.69' MONUMENT CG 1170

BM#2 1425174.17 2192273.80 1013.92' FIRE HYDRANT BOLT

BM#3 1425554.46 2191993.25 1012.51' FIRE HYDRANT BOLT

BM#4 1425488.57 2191651.16 1016.05' STUD ON POLE

DG 1171 1424817.64 2192529.95 1014.37' MONUMENT DG 171

ALIGNMENT DATA - TAXIWAY A CENTERLINE

NAME NORTHING EASTING BEARING

STA 5+00.00 1423921.49 2192168.31 N 30° 7' 1.71" W

STA 25+00.00 1425651.50 2191164.77 N 30° 7' 1.71" W

VERTICAL DATUM NOTE:

THE ELEVATIONS SHOWN HEREON ARE REFERENCED TO NAVD 1988.

SURVEYOR'S NOTES:

1. NO UNDERGROUND INSTALLATION OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT THOSE SHOWN HEREON.

2. LOWE ENGINEERS' CERTIFICATE OF AUTHORIZATION NUMBER TO PROVIDE SURVEYING SERVICES IN GEORGIA IS LSF 656.

3. THIS DRAWING NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A GEORGIA REGISTERED SURVEYOR & MAPPER.

4. AS USED ON THIS DRAWING, CERTIFY MEANS TO STATE OR DECLARE A PROFESSIONAL OPINION OF CONDITIONS REGARDING

THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THE CERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR

GUARANTEE, EITHER EXPRESSED OR IMPLIED. THIS CERTIFICATION IS ONLY FOR THE LANDS AS DESCRIBED. IT IS NOT A

CERTIFICATE OF TITLE, ZONING, EASEMENTS OR FREEDOM OF ENCUMBRANCES.

KEY MAP

NOT TO SCALE

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CONTRACTOR ACCESS POINT.

SEE CONTRACTOR ACCESS NOTES A AND B, SHEET

GC151 FOR CONTRACTOR STAFFING REQUIREMENTS.

(E) AIRFIELD ACCESS GATE

SEE CONTRACTOR ACCESS

NOTES A AND B, SHEET

GC151 FOR CONTRACTOR

STAFFING REQUIREMENTS.

REPAIR TRANSIENT

PARKING RAMP, 2048

CONTRACTOR

ACCESS AND

HAUL ROUTE

CONTRACTOR

STAGING AREA

DOBBINS ARB

MAIN ENTRANCE

GATE

VISITOR'S CENTER

& BADGING OFFICE

GENERALS ROAD

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AREA

PROJECT LOCATION

HAUL ROUTE

LEGEND

NOTES:

1. SEE SHEETS GC142 TO GC152 FOR

ADDITIONAL INFORMATION AND BARRICADE

PLACEMENTS.

XXXXXXXX

XXXXXXXXXX

X X

LOW PROFILE BARRICADES, TYP

SEE DETAIL 1/GC142

COORDINATE WITH CONTRACTING

OFFICER FOR ACCESS POINT INTO

TRANSIENT RAMP FROM CLOSED

TAXIWAY A

CONTRACTOR ACCESS AND HAUL ROUTE.

COORDINATE WITH CONTRACTING

OFFICER FOR ACCESS POINTS ACROSS

TAXIWAY A AND INTO WORK AREA.

CONTRACTOR STAGING AREA (MAX HEIGHT OF EQUIPMENT

OR MATERIAL 100'). AFTER CONSTRUCTION COMPLETION,

CONTRACTOR SHALL RESTORE STAGING AREA TO ITS

ORIGINAL CONDITION PRIOR TO START OF CONSTRUCTION.

ALL REMOVED MATERIAL SHALL BE DISPOSED OFF BASE

PROPERTY, AFTER BASE ENVIRONMENTAL GUIDELINES ARE

MET AND APPROVED BY THE CONTRACTING OFFICER. SEE

SHEET GC143 FOR FURTHER INFORMATION ON

CONTRACTOR STAGING AREA.

AIRFIELD ACCESS GATE

GATE GUARD MAY BE REQUIRED

SEE SHEET GC151 FOR

ADDITIONAL INFORMATION

REFUELING

ROAD

LOW PROFILE BARRICADES, TYP

SEE DETAIL 1/GC142

LOW PROFILE

BARRICADES, TYP.

SEE DETAIL 1/GC142

LOW PROFILE BARRICADES, TYP

SEE DETAIL 1/GC142

LOW PROFILE BARRICADES, TYP

SEE DETAIL 1/GC142

LOW PROFILE BARRICADES, TYP

SEE DETAIL 1/GC142

LOW PROFILE

BARRICADES, TYP.

SEE DETAIL 1/GC142

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EXISTING TAXIWAY CENTERLINE

TO BE REMOVED, 1002 LF

(TERMINATE AT CMA LINE).

N: 1424875.07

E: 2191614.65

SEE SHEET GC144

FOR TEMPORARY

MARKINGS ALONG

TAXIWAY B

N: 1425485.04

E: 2191052.21

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GC142

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0 100' 200'

NOTES:

LOW PROFILE BARRICADE

NOT TO SCALE

CLIN 1 & 2

CLIN 3 & 4

CLIN 5 & 6

1. BARRICADES SHALL BE FILLED WITH WATER AND CONSTANTLY MONITORED.

BARRICADES SHALL BE WEIGHTED BY SANDBAGS OR OTHER MEANS TO KEEP

BARRICADES STATIONARY.

2. LOW PROFILE BARRIER AC 150/5370-2G MAX 18" HEIGHT. UV RESISTANT

POLYETHYLENE WATER FILLED, 8' LENGTH, ORANGE AND WHITE, WITH TWO

RED FLASHING BATTERY POWERED LIGHTS. SEE SHEET GC152 SECTION

"HAZARD MARKING AND LIGHTING" FOR REQUIREMENTS.

3. BARRICADES SHALL BE SPACED 4-FT APART MAX. COORDINATE WITH THE

CONTRACTING OFFICER FOR ALL LOCATIONS, LAYOUTS, SPACING AND

POSSIBLE GAPS IN BARRICADES AT EACH LOCATION.

4. FLASHING LIGHTS MUST BE AT LEAST 5 CANDELAS EFFECTIVE INTENSITY AND

FLASH AT A RATE OF 50 TO 160 FLASHES PER MINUTE. NO SOLAR FLASHERS

ARE ALLOWED.

5. BARRICADES SHALL BE PLACED AND MOVED WHERE INDICATED ON DRAWING

FOR ALL THREE PHASES OF WORK.

XXXXXXX

LOW PROFILE

BARRICADE

LOW PROFILE BARRICADE SPACING DETAIL

LEGEND

4' MAX SPACING

M A

KEY MAP

NOT TO SCALE

PROJECT

LOCATION

MIN. 6" ORANGE

REFLECTIVE

STRIPES

WATER RELEASE VALVE

RED FLASHING LIGHT

RED FLASHING BATTERY

POWERED LIGHT

XXXXXXXXXXXXXXXXXXXXX

T A

X I W

W W W W W

STAGING AREA

74,681 SF

HAUL ROUTE

FIRE HYDRANT AVAILABLE FOR

CONSTRUCTION WATER SOURCE

SEE SPECIFICATIONS FOR REQUIREMENTS

PROVIDE FLAT WATER HOSE OVER PAVEMENT

FOR CONSTRUCTION WATER AND PROTECT THROUGHOUT

C-130 TUGGED ACCESS PATH

N: 1425006.32

E: 2191105.76

N: 1424973.10

E: 2191440.89

CONTRACTOR TO REMAIN CLEAR

OF C-130 WINGTIP CLEARANCE LINE

N: 1425378.46

E: 2191207.10

N: 1425372.20

E: 2191140.91

X X

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CONSTRUCTION ENTRANCE TO

STAGING AREA

SEE DETAIL 4/CG501

TAXIWAY G CENTER LINE

10' WINGTIP CLEARANCE TO

BE MAINTAINED AT ALL TIMES

C-130H-30

77.00

C-130 TUGGED ACCESS

PATH ALONG TAXIWAY

A, SEE NOTE 2

EXISTING TAXIWAY CENTERLINE

TO BE REMOVED. SEE NOTE 3

**TAXIWAY A TEMPORARY

MARKING MAY BECOME

PERMANENT PENDING REVISED

PARKING PLAN**

N: 1425485.04

E: 2191052.21

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GC143

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0 40' 80'

CLIN 1 & 2

CLIN 3 & 4

CLIN 5 & 6

XXXXXXX

LOW PROFILE

BARRICADE

LEGEND

STAGING AND ACCESS NOTES:

1. TAXIWAYS A AND G WILL BE CLOSED FOR THE

DURATION OF CONSTRUCTION. NO EQUIPMENT

SHALL BE STORED OUTSIDE THE LIMITS OF THE

CONTRACTOR STAGING AREA WITHOUT PRIOR

APPROVAL OF DARB.

2. DARB MAY NEED TO TUG AIRCRAFT TO BUILDING 746

DURING CONSTRUCTION. DARB WILL TEMPORARILY

MOVE AND REPLACE THE BARRICADES SO THIS

OPERATION CAN BE COMPLETED. THE CONTRACTOR

SHALL COORDINATE WITH THE DARB AIRFIELD

MANAGER DAILY SO THAT THE CONTRACTOR IS

AWARE OF WHEN THESE OPERATIONS WILL OCCUR

AND CAN ASSURE HAULING AND SITE ACCESS IS

ADJUSTED APPROPRIATELY. AT ANY POINT SHOULD

BARRICADES BE OUT OF POSITION AND

UNATTENDED ON TAXIWAY A, CONTRACTOR SHALL

REALIGN IMMEDIATELY UNLESS COORDINATED WITH

DARB.

3. TAXIWAY A CENTERLINE TO BE REMOVED AT

BEGINNING OF PROJECT FOR LIMITS SHOWN. THIS

MARKING DOES NOT HAVE TO BE REMARKED AT

CONCLUSION OF PROJECT.

E E

EEEEEEEE

X X

T A

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C-130 ACCESS PATH

C-130 WINGTIP CLEARANCE

LOW PROFILE BARRICADES, TYP

SEE DETAIL 1/GC142

L E

TAXIWAY B

TEMPORARY CENTERLINE,

SEE DETAIL 2/CS501

TO BE REMOVED AT CONLUSION

OF PROJECT

EXISTING TAXIWAY CENTERLINE

TO BE REMOVED, 177 LF

CLIN 1 & 2 WORK AREA

EXISTING TAXIWAY CENTERLINE

TO BE REMOVED, 512 LF

EXISTING TAXIWAY CENTERLINE

TO BE REMOVED, 108 LF

TAXIWAY B

TEMPORARY CENTERLINE,

SEE DETAIL 2/CS501

TO BE REMOVED AT CONLUSION

OF PROJECT

N: 1424429.04

E: 2192558.17

N: 1424611.57

E: 2192369.91

N: 1424608.16

E: 2192362.14

N: 1424344.51

E: 2192152.28

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GC144

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0 30' 60'

NOTES:

TEMPORARY MARKINGS SHOWN ON THIS SHEET TO BE REMOVED UPON COMPLETION OF PROJECT.

EXISTING MARKINGS SHOWN ON THIS SHEET TO BE REPAINTED UPON COMPLETION OF PROJECT.

CLIN 1 & 2

CLIN 3 & 4

CLIN 5 & 6

XXXXXXX

LOW PROFILE

BARRICADE

LEGEND

W W W W W W W W W W W

W W W W

W W W W W W

E E

EEEEEEE

E E

LOW PROFILE BARRICADES, TYP

SEE DETAIL 1/GC142

LOW PROFILE BARRICADES, TYP

SEE DETAIL 1/GC142

CLIN 1 & 2

T A

I W

X X

XXXXX

CLIN 1 & 2 WORK AREA

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

PHASE 1 LOW PROFILE BARRICADES, TYP

SEE DETAIL 1/GC142

N: 1424765.49

E: 2192138.12

N: 1425472.11

E: 2191730.83

N: 1424611.57

E: 2192369.91

N: 1424608.16

E: 2192362.14

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GC145

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C L

C S

D E

00 40 80

CLIN 1 & 2

LEGEND

TRANSITIONAL PAVEMENT REQUIRED TO

TIE CLIN 1 & 2 LIMITS TO EXISTING

PAVEMENT

CLIN 1 & 2

XXXXXXXX

LOW PROFILE

BARRICADE

CLIN 1&2 EXISTING TRANSIENT RAMP PAVEMENT

THICKENED EDGE

EXPANSION JOINT,

SEE NOTE 3

25.5' +/- (SEE NOTE 2)

NEW PAVEMENT

EXISTING JOINT PATTERN

20.0'20.0'

NOTES:

1. TRANSITIONAL PAVEMENT SECTIONS SHOWN ON THIS SHEET

SHALL NOT BE REQUIRED IF ALL CLINS ARE AWARDED AT ONCE.

2. TEMPORARY TRANSITION SLAB TO TIE NEW TRANSIENT RAMP

(CLIN 1&2) INTO EXISTING TRANSIENT RAMP. PLACE TYPE C

JOINT AT EXISTING RAMP TRANSVERSE JOINT. SLAB SHALL BE

REMOVED WITH CLIN 3&4 CONSTRUCTION.

3. THE EXPANSION JOINT BETWEEN CLINS SHALL BE

CONSTRUCTED EVEN IF ALL CLINS ARE AWARDED AS SHOWN

ON SHEET CP121.

4. SEE JOINTING PLANS AND DETAILS FOR FURTHER INFORMATION

ON JOINT TYPES AND SPACING

(TYP.)

25.0'

(TYP.)

NEW JOINT PATTERN

(E) CONCRETE

(E) SUBGRADE

CLIN BOUNDARY LINE

SEE CP301 FOR

PAVEMENT SECTION

SECTION A-A

(SEE ABOVE FOR LOCATION)

(N) 6" UNDERDRAIN PIPE

SEE SHEET CU/523 FOR DETAILS

PLACE DOWELS IN EXISTING

PAVEMENT (TYPE C JOINT,

SEE SHEET CP501)

(SEE BELOW)

LOW PROFILE BARRICADES, TYP

SEE DETAIL 1/GC142

CLIN 3 & 4 WORK AREA

(E) TAXIWAY LIGHTS

TO REMAIN

CLIN 1 & 2

N: 1424765.49

E: 2192138.12

N: 1424831.67

E: 2191913.36

N: 1425434.48

E: 2191567.83

N: 1425472.12

E: 2191730.83

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

CLIN 3 & 4 LOW PROFILE BARRICADES, TYP

SEE DETAIL 1/GC142

CLIN 3 & 4 LOW PROFILE BARRICADES, TYP

SEE DETAIL 1/GC142

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GC146

C O

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C S

D P

00 40 80

CLIN 3 & 4

LEGEND

TRANSITIONAL PAVEMENT REQUIRED TO

TIE CLIN 3 & 4 LIMITS TO EXISTING

PAVEMENT

CLIN 3 & 4

XXXXXXXX

LOW PROFILE

BARRICADE

CLIN 3 & 4 EXISTING TRANSIENT RAMP PAVEMENT

THICKENED EDGE

EXPANSION JOINT,

SEE NOTE 5.

15.4' +/- (SEE NOTE 3)

NEW PAVEMENT

EXISTING JOINT PATTERN

20.0'20.0'

(TYP.)

25.0' +/-

(TYP.)

NEW JOINT PATTERN

(E) CONCRETE

(E) SUBGRADE

CLIN BOUNDARY LINE

NOTES:

1. TRANSITIONAL PAVEMENT SECTIONS SHOWN ON THIS SHEET

SHALL NOT BE REQUIRED IF ALL CLINS ARE AWARDED AT ONCE.

2. TRANSITIONAL SLAB INSTALLED UNDER CLIN 1 SHALL BE

REMOVED AND NEW PAVEMENT SHALL BE CONSTRUCTED PER

FINAL JOINT PATTERN.

3. TEMPORARY TRANSITION SLAB TO TIE NEW TRANSIENT RAMP

(CLIN 3&4) INTO EXISTING TRANSIENT RAMP. PLACE TYPE C

JOINT AT EXISTING RAMP TRANSVERSE JOINT. SLAB SHALL BE

REMOVED WITH CLIN 5&6 CONSTRUCTION.

4. SEE JOINTING PLANS AND DETAILS FOR FURTHER INFORMATION

ON JOINT TYPES AND SPACING.

5. THE EXPANSION JOINT BETWEEN CLINS 1/2 & 3/4 SHALL BE

CONSTRUCTED REGARDLESS OF PROJECT AWARD. IF ALL

CLINS ARE AWARDED AT ONCE A TYPE D JOINT SHALL BE

CONSTRUCTED BETWEEN CLINS 3/4 & 5/6 AS SHOWN ON CP121.

CLIN 1&2 CLIN 3&4

THICKENED EDGE EXPANSION JOINT,

SEE NOTE 5

20.0' (SEE NOTE 2)

EXISTING PAVEMENT

NEW JOINT PATTERN

20.0'20.0'

(TYP.)

20.0'

(TYP.)

NEW JOINT PATTERN

CLIN BOUNDARY LINE

NEW PAVEMENT

(E) CONCRETE

(E) SUBGRADE

(E) DRAINAGE LAYER

TRANSITIONAL PAVEMENT CONSTRUCTED

UNDER CLIN 1&2 REQUIRED TO BE

REMOVED TO CONSTRUCT CLIN 3&4

SEE CP301 FOR

PAVEMENT SECTION

SECTION A-A

(SEE ABOVE FOR LOCATION)

SECTION B-B

(SEE ABOVE FOR LOCATION)

SEE CP301 FOR

PAVEMENT SECTION

(N) 6" UNDERDRAIN PIPE

SEE SHEET CU/523 FOR DETAILS

6" UNDERDRAIN PIPE

(INSTALLED UNDER CLIN 1&2)

PLACE DOWELS IN EXISTING

PAVEMENT (TYPE C JOINT,

SEE SHEET CP501)

X X

W W

LOW PROFILE BARRICADES,

TYP. SEE DETAIL 1/GC142

(E) TAXIWAY LIGHTS

TO REMAIN

CLIN 5 & 6 WORK AREA

TAXIWAY A

LOW PROFILE BARRICADES, TYP

SEE DETAIL 1/GC142

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

N: 1424831.67

E: 2191913.36

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

CLIN 5 & 6 LOW PROFILE BARRICADES, TYP

SEE DETAIL 1/GC142

N: 1425434.48

E: 2191567.83

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GC147

C O

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D E

00 40 80

CLIN 5 & 6

LEGEND

CLIN 5 & 6

XXXXXXXX

LOW PROFILE

BARRICADE

CLIN 3&4 CLIN 5&6

THICKENED EDGE EXPANSION JOINT,

SEE NOTE 4

20.0' (SEE NOTE 2)

EXISTING PAVEMENT

NEW JOINT PATTERN

20.0'20.0'

DOWELED CONSTRUCTION JOINT,

SEE DETAIL 3/CP501

(TYP.)

20.0'

(TYP.)

NEW JOINT PATTERN

CLIN BOUNDARY LINE

NEW PAVEMENT

(E) CONCRETE

(E) SUBGRADE

(E) DRAINAGE LAYER

NOTES:

1. TRANSITIONAL PAVEMENT SECTIONS SHOWN ON THIS SHEET

SHALL NOT BE REQUIRED IF ALL CLINS ARE AWARDED AT ONCE.

2. TRANSITIONAL SLAB INSTALLED UNDER CLIN 3&4 SHALL BE

REMOVED AND NEW PAVEMENT SHALL BE CONSTRUCTED PER

FINAL JOINT PATTERN.

3. SEE JOINTING PLANS AND DETAILS FOR FURTHER INFORMATION

ON JOINT TYPES AND SPACING.

4. IF ALL CLINS ARE AWARDED AT ONCE A TYPE D JOINT SHALL BE

CONSTRUCTED IN THIS LOCATION AS SHOWN ON CP121.

TRANSITIONAL PAVEMENT REQUIRED TO BE

REMOVED TO CONSTRUCT CLIN 5&6

SEE CP301 FOR

PAVEMENT SECTION

SECTION A-A

(SEE ABOVE FOR LOCATION)

SEE JOINTING PLAN SHEETS

AND TYPICAL SECTIONS

SHEETS FOR CONTINUATION

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FINAL DESIGN SUBMITTAL

GC151

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D E

CONSTRUCTION PHASING/ SCHEDULING

THE PROJECT IS DIVIDED INTO MULTIPLE PHASES. THESE PHASES ARE AS FOLLOWS:

PHASE 0 (180 CALENDAR DAYS, INCLUDED IN CLIN 1) - THIS PHASE WILL START AFTER THE AWARD TO THE

CONTRACTOR IS GIVEN. THIS PHASE WILL CONSIST OF A TIME PERIOD FOR THE CONTRACTOR TO

CONDUCT ALL NECESSARY REQUIREMENTS IN THE RFP PRIOR TO CONSTRUCTION.

THIS PHASE IS PRIMARILY INTENDED FOR THE CONTRACTOR TO SUBMIT AND GET APPROVAL ON ALL

REQUIRED PRE-CONSTRUCTION SUBMITTALS, PERFORM REQUIRED TESTS ON PROPOSED MATERIALS TO

BE USED IN THE PROJECT, PERFORM REQUIRED MIX DESIGNS & ACHIEVE APPROVAL OF MIX DESIGNS, ISSUE SUBCONTRACTS AND PURCHASE ORDERS, SUBMIT REQUIRED PERMITS FOR APPROVAL, PLACEMENT OF STAGING AREA, CONSTRUCTION OF HAUL ROUTES WITHIN THE BASE PROPERTY, AND

PRODUCTION AND STOCKPILING OF MATERIALS FOR THE PROJECT. INTENT OF THIS PHASE IS TO HAVE

ALL REQUIRED APPROVALS AND REPRESENTATIVE MATERIALS IN PLACE PRIOR TO BEGINNING

DEMOLITION OF THE TRANSIENT RAMP. AT LEAST 75% OF THE AGGREGATES REQUIRED FOR PAVEMENT

SECTION CONSTRUCTION SHALL BE DELIVERED TO THE SITE PRIOR TO PROCEEDING TO THE NEXT

PHASE.

A SUBMITTAL REGISTER HAS BEEN PROVIDED OUTLINING ALL REQUIRED SUBMITTALS DURING THIS

PHASE. ALL SUBMITTALS DEFINED AS “PRECONSTRUCTION SUBMITTALS”, “CERTIFICATES”, “PRODUCT

DATA”, “MANUFACTURER'S FIELD REPORTS”, “TEST REPORTS”, “SHOP DRAWINGS”, OR “MANUFACTURER'S

INSTRUCTIONS” IN THE SUBMITTAL DESCRIPTION COLUMN OF THE SUBMITTAL LOG MUST BE SUBMITTED

AND APPROVED PRIOR TO THE COMPLETION OF THIS PHASE. ADDITIONALLY, AT LEAST 75% OF THE

AGGREGATES REQUIRED FOR PAVEMENT SECTION CONSTRUCTION SHALL BE DELIVERED TO THE SITE

PRIOR TO PROCEEDING TO THE NEXT PHASE.

UPON COMPLETION OF MOBILIZATION (INCLUSIVE IN CLIN 1), THE CONTRACTOR SHALL RECEIVE A

SEPARATE NOTICE TO PROCEED FOR THE ACTUAL CONSTRUCTION ASSOCIATED WITHIN THE TRANSIENT

PARKING RAMP, 2048. CONSTRUCTION IS ANTICIPATED TO OCCUR DURING THE BASE FIVE-DAY WORK

WEEK OF MONDAY THROUGH FRIDAY FROM 0600 TO 1700, WITH SOME PORTIONS OF THE CONSTRUCTION

OCCURRING AT NIGHT DUE TO WEATHER LIMITATIONS OF CONCRETE PAVING AND SAW CUTTING OF NEW

CONCRETE NEEDING TO OCCUR WITHIN SPECIFIC TIME PERIODS IN RELATION TO THE CONCRETE BEING

PLACED. THE TRANSIENT RAMP WILL BE ENTIRELY CLOSED DURING THE CONSTRUCTION OF ANY OF THE

THREE AREAS. NON-MOVEMENT BOUNDARIES WILL BE ADJUSTED SO THAT ALL WORK WILL TAKE PLACE

OUTSIDE OF THE MOVEMENT AREA AND OUTSIDE OF TOWER CONTROL.

DUE TO FUNDING UNCERTAINTY, MULTIPLE CONTRACT LINE ITEMS (CLINS) HAVE BEEN CREATED FOR THE

PROJECT. A DESCRIPTION OF THESE CLINS AND THEIR RESPECTIVE PERFORMANCE PERIODS ARE AS

FOLLOWS:

· CLIN 1 (310 CALENDAR DAYS) - TRANSIENT RAMP 2048 EASTERLY SECTION - THE WORK INCLUDES THE

RECONSTRUCTION OF THE EASTERLY PORTION OF TRANSIENT RAMP 2048, BOUND ON THREE SIDES BY

EXISTING AIRCRAFT APRON AND/OR FACILITIES, CONSISTING OF APPROXIMATELY 34,000 SY OF PORTLAND

CEMENT CONCRETE AIRFIELD PAVEMENTS AS FURTHER DEFINED IN PLANS AND SPECIFICATIONS. THIS

WILL INCLUDE THE CONNECTION TO TAXIWAY B, THE AREA IN FRONT OF BUILDING 731, THE CONNECTION

AND MODIFICATIONS OF THE DRAINAGE INLETS AND MANHOLE AND THE EASTERN AND NORTHERN

PORTION OF THE PERIMETER SERVICE ROAD ON THE TRANSIENT RAMP. A THICKENED EDGE ISOLATION

JOINT AND AN UNDERDRAIN WILL BE INSTALLED ALONG THE EDGE OF CLIN 1 THAT ABUTS TO THE

EXISTING PORTION OF TRANSIENT RAMP. A TRANSITIONAL SLAB WILL BE CONSTRUCTED TO CONNECT

THE NEWLY CONSTRUCTED CONCRETE INTO THE EXISTING TRANSIENT RAMP. THIS WILL BE NECESSARY

TO ACCOUNT FOR THE SMALL GRADE DIFFERENTIAL BETWEEN THE EDGES OF PAVEMENT AS WELL AS

PROVIDE A TRANSITION BETWEEN JOINT PATTERNS AND IS DETAILED ON THE PHASING PLANS.

· CLIN 2 (130 CALENDAR DAYS) - TRANSIENT RAMP 2048 INCLUDES A 6,420 CY ALLOTMENT FOR POTENTIAL

REMOVAL AND REPLACEMENT OF UNSUITABLE SOILS BENEAT THE PROPOSED PAVEMENT SECTION AND

ASSOCIATED SUBGRADE PREPARATION DEFINED UNDER SEPARATE CLIN. PAID ON A COST PER CUBIC

YARD BASIS. IT IS ASSUMED THIS DURATION RUNS CONCURRENTLY WITH CLIN 1.

· CLIN 3 (75 ADDITIONAL CALENDAR DAYS) - TRANSIENT RAMP 2048 MID-APRON SECTION - THE WORK

INCLUDES THE RECONSTRUCTION OF THE MID-APRON PORTION OF TRANSIENT RAMP 2048, BOUND ON

TWO SIDES BY EXISTING AIRCRAFT APRON, CONSISTING OF APPROXIMATELY 16,000 SY OF PAVEMENTS

AS FURTHER DEFINED IN PLANS AND SPECIFICATIONS. A TRANSITIONAL SLAB WILL BE CONSTRUCTED TO

CONNECT THE NEWLY CONSTRUCTED CONCRETE INTO THE EXISTING TRANSIENT RAMP. THIS WILL BE

NECESSARY TO ACCOUNT FOR THE SMALL GRADE DIFFERENTIAL BETWEEN THE EDGES OF PAVEMENT AS

WELL AS PROVIDE A TRANSITION BETWEEN JOINT PATTERNS. THE EASTERN EDGE OF CLIN 3 WILL TIE

INTO THE PAVEMENT CONSTRUCTED IN CLIN 1. THIS WILL REQUIRE REMOVAL OF THE ROW OF

TRANSITIONAL PAVEMENT AS DETAILED ON THE PHASING PLANS.

· CLIN 4 (75 CALENDAR DAYS) - TRANSIENT RAMP 2048 INCLUDES A 3,020 CY ALLOTMENT FOR POTENTIAL

REMOVAL AND REPLACEMENT OF UNSUITABLE SOILS BENEATH THE PROPOSED PAVEMENT SECTION AND

ASSOCIATED SUBGRADE PREPARATION DEFINED UNDER SEPARATE CLIN. PAID ON A COST PER CUBIC

YARD BASIS. IT IS ASSUMED THIS DURATION RUNS CONCURRENTLY WITH CLIN 3.

· CLIN 5 (ADDITIONAL CALENDAR DAYS) - TRANSIENT RAMP 2048 WESTERLY SECTION - THE WORK INCLUDES

THE RECONSTRUCTION OF THE WESTERLY PORTION OF TRANSIENT RAMP 2048, BOUND ON TWO SIDES BY

EXISTING AIRCRAFT TAXIWAY OR APRON, CONSISTING OF APPROXIMATELY 13,600 SY OF PAVEMENTS AS

FURTHER DEFINED IN PLANS AND SPECIFICATIONS. THIS WILL INCLUDE THE CONNECTION AND

MODIFICATIONS TO TAXIWAY A, AND THE NORTHERN PORTION OF THE PERIMETER SERVICE ROAD

INCLUDING THE TRANSIENT RAMP. A THICKENED EDGE ISOLATION JOINT AND AN UNDERDRAIN WILL BE

INSTALLED ALONG THE EDGE OF TAXIWAY A. THE EASTERN EDGE OF CLIN 5 WILL TIE INTO THE PAVEMENT

CONSTRUCTED IN CLIN 3. THIS WILL REQUIRE REMOVAL OF THE TRANSITIONAL PAVEMENT AT THE CLIN 3

INTERFACE AS DETAILED ON THE PHASING PLANS.

· CLIN 6 (75 CALENDAR DAYS) - TRANSIENT RAMP 2048 INCLUDES A 2,560 CY ALLOTMENT FOR POTENTIAL

REMOVAL AND REPLACEMENT OF UNSUITABLE SOILS BENEATH THE PROPOSED PAVEMENT SECTION AND

ASSOCIATED SUBGRADE PREPARATION DEFINED UNDER SEPARATE CLIN. PAID ON A COST PER CUBIC

YARD BASIS. IT IS ASSUMED THIS DURATION RUNS CONCURRENTLY WITH CLIN 5.

SHOULD ALL CLINS BE AWARDED AT A SINGLE TIME, THE ABOVE DURATIONS ARE RECOMMENDED TO

STILL APPLY TO THE CONTRACT TO AVOID DISTURBING THE ENTIRE SITE AT ONCE. THE TRANSITIONAL

SLAB AND SOME OF THE THICKENED EDGE ISOLATION JOINTS AND UNDERDRAINS WILL BE REMOVED

FROM THE PROJECT SHOULD THE ENTIRE TRANSIENT RAMP BE RECONSTRUCTED AT ONCE. THESE

PROVISIONS ARE INCLUDED IN THE CONSTRUCTION OPERATIONS AND PHASING PLANS.

GENERAL CONSIDERATIONS:

COORDINATE THE FOLLOWING AS REQUIRED:

A. CONTRACTORS ARE REQUIRED TO ATTEND WEEKLY COORDINATION MEETINGS AT WHICH OPERATIONAL

SAFETY WILL BE A STANDING AGENDA ITEM DURING EVERY PROGRESS MEETING.

B. ALL CONTRACTOR PERSONNEL SHALL COMPLETE THE BASES BACKGROUND CHECK, BADGING AND

DRIVERS TRAINING REQUIREMENTS PRIOR TO BEING ALLOWED ACCESS TO THE PROJECT.

C. THE CONTRACTOR SHALL NOT INTERFERE WITH THE NORMAL OPERATIONS OF THE BASE FACILITIES THAT

ARE DESIGNATED UNDER THIS CONTRACT TO REMAIN OPEN TO AIR TRAFFIC, AND SHALL IMPLEMENT ALL

SPECIFIED AND OTHER APPROPRIATE MEASURES TO ENSURE THE SAFETY OF ALL USERS OF THE BASE.

PROJECT PHASING

SEE SHEET GC141 THROUGH GC147 "CONSTRUCTION OPERATIONS & PHASING PLAN" FOR ADDITIONAL

INFORMATION.

AREAS AND OPERATIONS AFFECTED BY CONSTRUCTION ACTIVITY:

A. RUNWAYS SHALL REMAIN IN USE BY AIRCRAFT THROUGHOUT THE ENTIRE PROJECT. WHEN ANY AREA IS

REQUIRED TO BE CLOSED TO AIRCRAFT AND BASE VEHICLE TRAFFIC, IT SHALL BE BARRICADED AND

MARKED, WITH ANY NAVAIDS AFFECTED BY THE CLOSURE ADDRESSED PER THE REQUIREMENTS STATED

ON THIS SHEET, SHEET GC141 THROUGH GC147, AND THE SPECIFICATIONS.

B. TAXIWAY CLOSURES:

CLOSURE OF TAXIWAY A WILL BE REQUIRED FOR THIS PROJECT.

C. RUNWAY CLOSURES:

RUNWAY CLOSURES WILL NOT BE REQUIRED FOR THIS PROJECT.

D. APRON PAVEMENT CLOSURES:

CLOSURE OF THE TRANSIENT PARKING RAMP, 2048 WILL BE REQUIRED FOR THIS

PROJECT, AND BARRICADES SHALL BE PLACED AS SHOWN ON SHEET GC142.

E. FLIGHT LINE ROAD CLOSURES:

CLOSURE OF FLIGHT LINE ROAD THROUGH THE TRANSIENT RAMP, 2048 WILL BE

REQUIRED FOR THIS PROJECT.

NAVAIDS:

A. IF THIS PROJECT AFFECTS RUNWAY NAVAIDS, COORDINATION WITH THE CONTRACTING OFFICERS

REPRESENTATIVE (COR) WILL BEGIN AT THE PRECONSTRUCTION MEETING. A LIST OF RESPONSIBLE

PARTY REPRESENTATIVES, INCLUDING PROCEDURES FOR CONTACT AFTER-HOURS, SHOULD BE

OBTAINED PRIOR TO CONSTRUCTION. NAVAIDS ARE NOT ANTICIPATED TO BE AFFECTED BY THIS

PROJECT.

B. BEFORE COMMENCING CONSTRUCTION ACTIVITY, PARKING VEHICLES OR STORING CONSTRUCTION

EQUIPMENT AND MATERIALS NEAR A NAVAID, COORDINATE WITH THE APPROPRIATE OFFICE TO

EVALUATE THE EFFECT OF CONSTRUCTION ACTIVITY AND THE REQUIRED DISTANCE AND DIRECTION

FROM THE NAVAID.

C. INTERFERENCE FROM CONSTRUCTION EQUIPMENT AND ACTIVITIES MAY REQUIRE NAVAID SHUTDOWN OR

ADJUSTMENT OF INSTRUMENT APPROACH MINIMUMS FOR LOW VISIBILITY OPERATIONS. THIS REQUIRES

THAT A NOTAM BE FILED. ALL NOTAM'S TO BE FILED BY THE BASE. THIS IS NOT ANTICIPATED TO OCCUR

FOR THIS PROJECT.

CONTRACTOR ACCESS:

A. THE CONTRACTOR SHALL USE THE DOBBINS ARB COMMERCIAL GATE 2 (OFF ATLANTIC AVENUE SE) TO

GAIN ACCESS ONTO BASE PROPERTY. NORMAL GATE HOURS ARE 0600 TO 1400. FOR ACCESS TO THE

SITE OUTSIDE OF 0600-1400 DOBBINS WILL PROVIDE GATE STAFFING IF NOTIFIED 7 DAYS IN ADVANCE.

SHOULD THE CONTRACTOR WISH TO HAVE MORE EFFICIENT HAULING OPERATIONS (DURING ANY HOUR), TWO OR MORE DARB APPROVED CONTRACTOR PROVIDED PERSONNEL WILL BE REQUIRED TO

SUPPLEMENT BASE STAFF IN CONTRACTOR DELIVERY INSPECTIONS.

B. GATE GUARD IS REQUIRED AT THE AIRFIELD ACCESS GATE WHEN REQUIRED TO REMAIN OPEN. ALL

GATES MUST BE LOCKED WHEN NOT IN USE OR NOT MANNED BY THE GATE GUARD. CONTRACTOR MUST

TAKE CARE TO MAINTAIN A HIGH LEVEL OF SAFETY AND SECURITY DURING CONSTRUCTION.

PROCEDURES SHOULD BE IN PLACE TO ENSURE THAT ONLY AUTHORIZED PERSONS AND VEHICLES HAVE

ACCESS TO THE AIRFIELD OR PROJECT LIMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

PROPER OPERATION AND PRESERVATION OF AIRFIELD ACCESS GATES SHOWN ON SHEET GC141.

C. THE CONTRACTOR STAGING AREA WILL BE LOCATED WEST OF TAXIWAY A AND EAST OF TAXIWAY G, AS

SHOWN ON SHEET GC141, GC142 & GC143. THE HAUL ROUTE WILL UTILIZE REFUELING ROAD AS SHOWN

ON SHEET GC141, GC142 & GC143 TO GAIN ACCESS TO THE AIRFIELD.

D. FOR THE PURPOSES OF THIS CONTRACT, ALL FENCING/GATES SHALL BE CONSIDERED PART OF

CONTRACTOR HAUL ROUTES. AS SUCH, ANY DAMAGE TO FENCING/GATES AS A RESULT OF

CONSTRUCTION TRAFFIC SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. IF ANY CONSTRUCTION

GATE IS FOUND OPEN AND UNATTENDED BY THE BASE STAFF, THE CONTRACTOR WILL BE REPRIMANDED

PER OCCURRENCE BY THE GOVERNMENT. SEE "SECURITY AND OPERATIONS ENFORCEMENT" FOR

ADDITIONAL INFO.

E. KEY CONTRACTOR PERSONNEL MAY BE EXPECTED TO TRAVEL ON OR NEAR ACTIVE AOA'S. THESE

INDIVIDUALS MUST COMPLY WITH THE RULES AND REGULATIONS BY PARTICIPATING IN AIRFIELD DRIVER'S

TRAINING PROCEDURES PROVIDED BY THE BASE. THERE IS NO GOVERNMENT FEE FOR THIS TRAINING, BUT THE CONTRACTOR IS REQUIRED TO ATTEND THIS TRAINING AND THEIR COST FOR ATTENDING THIS

TRAINING AND THEIR COST FOR THIS TIME SHALL BE INCLUDED IN THEIR BID.

F. STOCKPILED MATERIALS AND EQUIPMENT STORAGE/PARKING ARE NOT PERMITTED WITHIN 200 FEET OF

AN OPERATIONAL RUNWAY OR TAXIWAY EDGE. IF THE CONTRACTOR WISHES TO STOCKPILE MATERIALS

OR EQUIPMENT ADJACENT TO THIS AREA, HE MUST FIRST COORDINATE WITH THE CONTRACTING

OFFICER AND AIRFIELD MANAGER TO ENSURE THAT:

1) MATERIALS AND EQUIPMENT WILL BE ALLOWED AND BASE ENVIRONMENTAL GUIDELINES ARE MET FOR

REMOVED MATERIAL PROPOSED FOR STOCKPILING.

2) APPROPRIATE LIGHTING AND BARRICADES ARE IN PLACE.

3) THE STOCKPILED MATERIALS DO NOT CREATE A WILDLIFE ATTRACTANT OR FOREIGN OBJECT DEBRIS

(FOD) HAZARD.

4) EXCAVATION AND RESULTANT STOCKPILES ADJACENT TO OTHER SURFACES MUST BE APPROPRIATELY

MARKED W/ BARRICADES, AS DIRECTED BY THE COR.

G. THE CONTRACTORS' EQUIPMENT IS STRICTLY LIMITED TO THE CONSTRUCTION AREAS DURING

CONSTRUCTION AND TO THE CONTRACTOR STORAGE AREA DURING NON-CONSTRUCTION PERIODS,

EXCEPT AS PROVIDED ON THE PLANS, IN THE CONTRACT PROVISIONS, OR AS MAY BE AUTHORIZED BY

THE COR IN WRITING. CONTRACTOR PARKING SHALL BE LIMITED TO THE STAGING AREA, EXCEPT AS

ALLOWED BY THE COR.

H. HAUL ROUTES AND ACCESS TO THE CONSTRUCTION SITE(S) WILL BE AS SHOWN ON SHEET GC141 AND

DISCUSSED AT THE PRE-BID MEETING. THE CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL HAUL

ROADS, PLANT SITES, STAGING AND STORAGE AREAS TO ORIGINAL CONDITION AND TO THE

SATISFACTION OF THE CONTRACTING OFFICER. THIS WILL INCLUDE BUT NOT BE LIMITED TO GRADING

(FILLING IF NECESSARY) AND PLACING NEW SOD ON ALL TURF AREAS USED BY THE CONTRACTOR. ANY

PAVEMENT AREAS USED BY THE CONTRACTOR AS A HAUL ROUTE WHICH ARE DAMAGED WILL BE

REPAVED AS APPROVED BY THE CONTRACTING OFFICER AT THE CONTRACTOR'S EXPENSE. THE

CONTRACTOR SHALL INSPECT ALL HAUL ROUTES PRIOR TO START OF CONSTRUCTION. THE

CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY DOCUMENTATION OF EXISTING HAUL ROUTES, EITHER WITH PICTURES OR VIDEO. COSTS ASSOCIATED WITH DOCUMENTING EXISTING HAUL ROUTE

CONDITIONS, OR RECONSTRUCTING OR RESTORING HAUL ROUTES AND STORAGE AREAS, WILL BE

CONSIDERED INCIDENTAL TO THE PROJECT.

CONSTRUCTION EQUIPMENT:

A. ALL CONSTRUCTION EQUIPMENT MUST BE MARKED WITH A 3 FEET BY 3 FEET ORANGE AND WHITE

CHECKERED FLAG AND/OR AMBER BEACON. FOR NIGHT CONSTRUCTION, ALL EQUIPMENT MUST BE

EQUIPPED WITH AN AMBER BEACON. ALL CONSTRUCTION VEHICLES MUST BE CLEARLY MARKED WITH

THE COMPANY NAME/LOGO AT ALL TIMES.

WILDLIFE MANAGEMENT:

A. CONTRACTORS MUST CAREFULLY CONTROL AND CONTINUOUSLY REMOVE WASTE OR LOOSE MATERIALS

THAT CAN CREATE WILDLIFE HAZARDS OR ATTRACTANTS. THESE INCLUDE TRASH, STANDING WATER, TALL GRASS, SCATTERED SEEDS, POORLY MAINTAINED FENCING, AND DISRUPTION OF EXISTING HABITAT.

HAZARDOUS MATERIALS (HAZMAT) MANAGEMENT:

A. ANY TYPE OF FUELING SUPPORT FACILITY OR DEVICE USED TO REFUEL CONSTRUCTION EQUIPMENT IS

SUBJECT TO LOCAL FIRE INSPECTION. LOCAL FIRE CODES AND SAFETY STANDARDS SHALL BE MET PRIOR

TO COMMENCEMENT OF WORK.

B. CONTRACTORS OPERATING CONSTRUCTION VEHICLES AND EQUIPMENT ON THE BASE MUST BE

PREPARED TO EXPEDITIOUSLY CONTAIN AND CLEAN UP SPILLS RESULTING FROM FUEL OR HYDRAULIC

FLUID LEAKS.

C. TRANSPORT AND HANDLING OF OTHER HAZARDOUS MATERIALS ALSO REQUIRE SPECIAL PROCEDURES

(SEE SPECIFICATION SECTION 01 74 19, CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT).

NOTIFICATION OF CONSTRUCTION ACTIVITIES:

A. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE COR THE REQUIRED AIRFIELD CONSTRUCTION

WAIVER DURING PHASE 0. THIS AIRFIELD CONSTRUCTION WAIVER SHALL BE APPROVED PRIOR TO THE

CONTRACTOR COMMENCING ANY CONSTRUCTION ACTIVITIES.

B. THE CONTRACTOR SHALL INCLUDE IN THE CONSTRUCTION OPERATIONS PLAN A PROCEDURE FOR

IMMEDIATE NOTIFICATION OF THE COR OF ANY ADVERSE CONDITIONS AFFECTING SAFETY ON THE

AIRFIELD. THE CONTRACTOR SHALL OBTAIN CONTACT INFORMATION FOR ALL INVOLVED PARTIES AND

PROCEDURES FOR CONTACTING THEM 24 HOURS A DAY, 7 DAYS A WEEK.

C. IF APPLICABLE, A LIST OF AIRFIELD OPERATIONS PERSONNEL AND FIRE DEPARTMENT EMERGENCY

PERSONNEL WILL BE DISTRIBUTED.

D. THE BASE OPERATIONS OFFICE SHALL ISSUE ALL NOTAMS RELEVANT TO THE CONSTRUCTION PROGRESS

AND ANY OTHER REQUIRED NOTAMS OR CONTACT NUMBERS.

E. THE CONTRACTOR SHALL PREPARE AND SUBMIT CONTACT INFORMATION FOR LOCAL MEDICAL, FIRE

FIGHTING, AND POLICE RESPONSE IN CASE OF EMERGENCIES DURING CONSTRUCTION TO ALL

EMPLOYEES.

F. THE CONTRACTOR MAY BE REQUIRED TO COORDINATE WITH BASE AIRCRAFT RESCUE AND FIRE FIGHTING

(ARFF) PERSONNEL EVEN FOR NON-EMERGENCIES.

G. THE CONTRACTOR SHALL SUBMIT TO THE CONTRACTING OFFICER 60 DAYS PRIOR TO THE START OF

WORK, AN APPROVED FAA FORM 7460-1 "NOTICE OF PROPOSED CONSTRUCTION OR ALTERATION." BE

ADVISED, FAA APPROVAL OF THE FORM MAY TAKE UP TO 45 DAYS.

H. THE CONTRACTOR SHALL COORDINATE WITH THE COR ANY SAFETY ORIENTED ASPECT CHANGES TO THE

CONSTRUCTION PLAN ONCE IT IS ISSUED.

INSPECTION REQUIREMENTS:

A. AIRFIELD SAFETY SELF-INSPECTIONS SHOULD BE CONDUCTED BY THE CONTRACTOR AT LEAST DAILY, BUT MORE FREQUENTLY IF NECESSARY.

B. A PRE-FINAL AND FINAL INSPECTION MEETING WILL ALSO BE HELD FOR THIS PROJECT.

UNDERGROUND UTILITIES:

A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING BASE UTILITIES, AND

ELECTRICAL CIRCUITS, WHETHER OWNED BY THE BASE OR OTHER AGENCIES OPERATING AT THE

AIRFIELD. LOCATIONS OF EXISTING UTILITIES SHOWN IN THE PLANS ARE BASED ON AVAILABLE SURVEY

AND AS-BUILT DATA AND ARE APPROXIMATE ONLY. CONTRACTOR IS REQUIRED TO POTHOLE AND

LOCATE EXISTING UNDERGROUND UTILITIES PRIOR TO ANY CONSTRUCTION WORK.

B. WORKING IN CONJUNCTION WITH THE COR, THE CONTRACTOR SHALL COORDINATE THE LOCATION OF

ANY CROSSING OF UNDERGROUND ELECTRICAL CIRCUITS PRIOR TO THE START OF ANY CONSTRUCTION

ACTIVITIES. THE CONTRACTOR SHALL PROVIDE TONING EQUIPMENT CAPABLE OF DETECTING A 60 Hz

SIGNAL FOR LOCATING CABLES IN THE CONSTRUCTION AREA.

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C. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING UNDERGROUND UTILITIES

THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL HAVE QUALIFIED PERSONNEL ONSITE IF

ANY EXISTING UNDERGROUND UTILITY IS DAMAGED DURING CONSTRUCTION OPERATIONS. THE ROLE

OF THESE PERSONNEL IS NOT LIMITED TO OVERSEEING THE PROTECTION OF UNDERGROUND

UTILITIES AND MAY HAVE ADDITIONAL RESPONSIBILITIES ON THE PROJECT. DAMAGED UTILITIES SHALL

BE IMMEDIATELY CORRECTED AND APPROVED BY THE COR AT NO ADDITIONAL COST TO THE

GOVERNMENT.

D. PRIOR TO THE START OF CONSTRUCTION ANY ELECTRICAL CIRCUITS TO BE CROSSED SHALL BE

TESTED FOR RESISTANCE TO GROUND BY THE CONTRACTOR UNDER SUPERVISION OF THE COR AND

THE READINGS RECORDED. FOLLOWING CONSTRUCTION, THE CONTRACTOR, UNDER THE

SUPERVISION OF THE COR, SHALL CHECK ALL CIRCUITS CROSSED DURING THE PROJECT. ANY

CIRCUITS SHOWING A DECREASE IN RESISTANCE TO GROUND SHALL BE CORRECTED BY THE

CONTRACTOR TO THE RECORDED PRE-CONSTRUCTION LEVELS OR AT LEAST 50 MEGOHMS. NO

ADDITIONAL COMPENSATION WILL BE MADE FOR ANY CORRECTIVE ELECTRICAL WORK DUE TO

CONTRACTOR'S OPERATIONS.

FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT:

A. THE CONTRACTOR SHALL DEVELOP, IMPLEMENT, AND MONITOR A FOD PREVENTION PLAN. A PERSON

SHALL BE DESIGNATED BY THE CONTRACTOR TO CONTINUOUSLY MONITOR THE PAVEMENTS FOR FOD, INCLUDING THE HAUL ROUTES AND ROADWAYS. THIS PERSON SHALL HAVE THE CAPABILITY TO

ASSIGN PERSONNEL AND EQUIPMENT TO REMOVE DEBRIS OR REPAIR HAUL ROUTES AND ROADWAYS

WHEN REQUIRED IN A TIMELY MANNER. THIS PERSON SHALL BE IN SUPERVISORY ROLE BUT THIS ROLE

IS NOT LIMITED TO OVERSEEING THE FOD PREVENTION PLAN AND MAY HAVE ADDITIONAL

RESPONSIBILITIES ON THE PROJECT.

B. DEBRIS SHALL NOT BE DEPOSITED ON ANY PORTION OF AN OPERATIONAL RUNWAY, TAXIWAY OR

APRON. SHOULD ANY DEBRIS BE ACCIDENTALLY DEPOSITED ON ACTIVE OPERATIONAL AREAS, IT

SHALL BE REMOVED IMMEDIATELY. THE CONTRACTORS SWEEPER SHALL HAVE VACUUMING

CAPABILITIES AND BE ASSIGNED TO THE PROJECT AND BE ON-SITE AT ALL TIMES.

C. PRIOR TO OPENING AIRCRAFT MOVEMENT AREAS CLOSED FOR THIS PROJECT, THE CONTRACTOR IS

RESPONSIBLE FOR ENSURING THAT THE SITE, INCLUDING ADJACENT PAVEMENTS AND HAUL ROUTES, IS CLEAR OF ANY FOREIGN OBJECT DEBRIS (FOD) AND IS ACCEPTABLE TO THE COR.

D. THE CONTRACTOR SHALL CONDUCT DAILY INSPECTIONS OF THE WORK AND ADJACENT AREAS FOR

SAFETY AND CLEANLINESS. THE AIRFIELD OPERATIONS AND COR MAY ALSO PERFORM DAILY

INSPECTIONS OF THIS PROJECT SITE.

E. CONTRACTOR SHALL USE ALL MEANS NECESSARY TO MINIMIZE DUST DURING CONSTRUCTION

OPERATIONS. IF THE COR REQUESTS DUST CONTROL IT SHALL BE APPLIED IMMEDIATELY.

SECURITY AND OPERATIONS ENFORCEMENT:

A. THIS PROJECT INVOLVES WORK NEAR ACTIVE AIRCRAFT OPERATIONAL AREAS INCLUDING RUNWAY, TAXIWAY, OR RESTRICTED AREA LOCATIONS ON THE APRON. INCURSIONS OCCURRING DURING THE

PROJECT, AS DETERMINED BY THE JUDGEMENT OF THE CONTRACTING OFFICER, MAY BE SUBJECT TO

A VIOLATION. A RUNWAY INCURSION IS "ANY OCCURRENCE AT AN AERODROME INVOLVING THE

INCORRECT PRESENCE OF AN AIRCRAFT, VEHICLE OR PERSON ON THE PROTECTED AREA OF A

SURFACE DESIGNATED FOR THE LANDING AND TAKE OFF OF AIRCRAFT."

B. VIOLATIONS TO BOTH THE AIRFIELD AND BASE OPERATIONS, SECURITY, OR THESE RULES AND

REGULATIONS, DEPENDING UPON THE SEVERITY OF THE VIOLATION, MAY RESULT IN ONE OR MORE OF

THE FOLLOWING:

1) A VERBAL AND/OR WRITTEN WARNING

2) REVOCATION OF VEHICLE ACCESS PERMIT

3) THE CONTRACT WORK BEING STOPPED UNTIL CORRECTIVE MEASURES ARE TAKEN TO

PRECLUDE A RECURRENCE OF THE VIOLATIONS. (NO TIME EXTENSION WILL BE ISSUED DUE TO A

VIOLATION.)

4) REMOVAL FROM THE PROJECT

C. THE CONTRACTOR IS RESPONSIBLE FOR ALL VIOLATIONS OF AIRFIELD AND SECURITY REGULATIONS.

D. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING CLEAR ROUTES OF ACCESS TO

ACTIVE AIRPORT OPERATIONS AREAS FOR FIRE FIGHTING AND RESCUE EQUIPMENT AND PERSONNEL.

CONSTRUCTION OCCURS IN AREAS THAT ARE IN PROXIMITY TO EMERGENCY SERVICES' ACCESS TO

THE AIRFIELD. AT NO TIME MAY VEHICLES, EQUIPMENT, OR PERSONNEL BE LEFT PARKED, IDLED, STAGED, OR STATIONARY IN THESE AREAS.

RUNWAY & TAXIWAY MARKING, LIGHTING, SIGNS, AND VISUAL NAVAIDS:

A. AIRFIELD MARKINGS, LIGHTING, SIGNS, AND VISUAL NAVAIDS MUST BE CLEARLY VISIBLE TO PILOTS, NOT MISLEADING, CONFUSING OR DECEPTIVE. ALL MUST BE SECURED IN PLACE TO PREVENT

MOVEMENT BY PROP WASH, JET BLAST, WING VORTICES OR OTHER WIND CURRENTS, BUT FRANGIBLE

AND CONSTRUCTED OF MATERIALS THAT WOULD MINIMIZE DAMAGE TO AN AIRCRAFT IN THE EVENT OF

INADVERTENT CONTACT.

B. THE FOLLOWING ARE APPLICABLE STANDARDS FOR ANY TEMPORARY OR PERMANENT INSTALLATIONS

OF THESE RESPECTIVE ITEMS:

PAVEMENT MARKINGS: UFC 3-260-04

AIRFIELD LIGHTING: UFC 3-535-01

C. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING MARKINGS, SIGNS, AND VISUAL NAVAIDS.

IF EXISTING MARKINGS, SIGNS, OR VISUAL NAVAIDS ARE DAMAGED BY CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL IMMEDIATELY CORRECT AS APPROVED BY THE COR AT THE CONTRACTOR'S

EXPENSE.

D. RUNWAY WILL NOT REQUIRE CLOSURES FOR THIS PROJECT. TAXIWAY A WILL REQUIRE CLOSURE FOR

THIS PROJECT.

E. NAVAIDS AND AIRFIELD LIGHTING ARE NOT ANTICIPATED TO BE AFFECTED BY THIS PROJECT.

MARKING AND SIGNS FOR ACCESS ROUTES:

A. PAVEMENT MARKINGS AND SIGNS INTENDED FOR CONSTRUCTION PERSONNEL SHALL CONFORM TO

UFC 3-260-04, AND WITH THE MUTCD AND/OR STATE HIGHWAY SPECIFICATIONS AS PRACTICAL.

B. ACCESS ROUTES USED BY CONTRACTOR MUST BE CLEARLY MARKED TO PREVENT INADVERTENT

ENTRY TO AREAS OPEN TO AIRFIELD OPERATIONS. CONSTRUCTION SIGNS SHALL BE INSTALLED PER

THE MINIMUM REQUIREMENTS OF THE SPECIFICATIONS AND REMOVED AT THE COMPLETION OF THE

PROJECT.

C. CONTRACTOR SHALL PROVIDE "25 MPH SPEED LIMIT" SIGNS AND "HAUL ROUTE" SIGNS WHEN HAULING

ON THE AIRFIELD OR BASE ROADWAYS AND TAXIWAYS. OTHER SPEED LIMITS THAT MUST BE

OBSERVED ARE, 10 MPH ON ANY AIRCRAFT APRON AND 5 MPH WITHIN 50 FEET OF ANY AIRCRAFT.

HAZARD MARKING AND LIGHTING:

A. IF ANY AIRCRAFT MOVEMENT AREA MUST BE CLOSED, THE CONTRACTOR SHALL FURNISH AND PLACE

PORTABLE BARRICADES ACROSS APRONS TO KEEP CONSTRUCTION VEHICLES FROM ENTERING

ACTIVE OPERATION AREAS AND TO KEEP AIRCRAFT FROM TAXIING INTO CONSTRUCTION AREAS.

BARRICADES SHALL BE HIGHLY-REFLECTIVE, MARKED WITH DIAGONAL, ALTERNATING ORANGE AND

WHITE STRIPES AND SUPPLEMENTED WITH EITHER FLASHING OR…

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File details come from the government source that posted it. Updated Aug 25, 2020.