Appendix A - Final RFP Drawings.pdf

PDF 21 MB Posted Jul 25, 2022

Attached to: Fort Drum Phoenix Rotary Wing Parking Ramp Expansion - DB 1 Step
Solicitation number: W912DS22R0010
Issued by: Department of the Army Corps of Engineers Engineering District New York

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Written by GovTribe AI · Dec 27, 2023

This document outlines a firm fixed price request for proposal for expansion of a concrete helicopter parking ramp at Fort Drum, New York. The New York District Army Corps of Engineers seeks to demolish an existing concrete landing pad, remove existing apron asphalt shoulder and edge lighting, construct eight additional concrete helicopter parking spaces totaling approximately 30,000 square yards, install new asphalt shoulder and edge lighting along the new parking spaces perimeter, install new airfield pavement markings, parking space mooring and grounding points, airfield pavement joints and sealant, and a storm water infiltration basin with pre-treatment for refueling operations runoff. Bidders should have experience with airfield pavement design and construction, obtaining airfield design approvals, and designing stormwater pre-treatment systems for refueling areas. Proposals are due on a single-step design-build basis under full and open competition from experienced contractors capable of completing the project on an active airfield.

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File	Type	Posted
W912DS22R0010 0003.pdf	PDF	Aug 23, 2022
W912DS22R0010 0002.pdf	PDF	Aug 22, 2022
Site Visit Sign in.pdf	PDF	Aug 22, 2022
W912DS22R0010-Amendment 0001.pdf	PDF	Aug 17, 2022
Appendix C - PCASE Output.pdf	PDF	Jul 25, 2022
Appendix B-2017.06.01_FortDrum_Revised_InstallationPlanningStandards-reduced.pdf	PDF	Jul 25, 2022
W912DS22R0010.pdf	PDF	Jul 25, 2022

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

OMAHA DISTRICT

FORT DRUM, NEW YORK

PHOENIX APRON EXPANSION

MAY 2022

_G -0

.d w g

M . H

U C

C O

S H

G-001

C :\T

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1\ G

6E D

G \D

_G -0

W G

/1 3/

_N C

S_ 4_

M O

N O

G 6E

D H

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O M

O L

O M

A, N E

N U

T D

R U

M , N

O R

N E

US Army Corps of Engineers ®

INDEX

DESIGN FILE SHEET NO. DESCRIPTION

GENERAL

G-001 G-002

GC100

GC501

FO05_G-001.DWG

FO05_G-002.DWG

FO05_GC101.DWG

FO05_GC501.DWG

EXISTING CONDITIONS

FO05_VF101.DWG

FO05_B-301.DWG

FO05_B-302.DWG

VF101

B-301 B-302

EXISTING CONDITIONS PLAN

BORING LOGS

BORING LOGS AND LAB TESTING DATA

COVER SHEET

PROJECT LOCATION PLAN

PHASING PLAN

LOW PROFILE BARRICADES & ROPE AND BARREL FENCING DETAILS

ELECTRICAL

FO05_ES101.DWG

FO05_ES101A.DWG

FO05_ES501.DWG

ES101

ES101A

ES501

ELECTRICAL SITE PLAN

ELECTRICAL SITE PLAN - OPTION #1

ELECTRICAL DETAILS

CIVIL

FO05_CD101.DWG

FO05_CD201.DWG

FO05_CS101.DWG

FO05_CS101A.DWG

FO05_CS501.DWG

FO05_CS502.DWG

FO05_CP101.DWG

FO05_CP101A.DWG

FO05_CP201.DWG

FO05_CP401.DWG

FO05_CP401A.DWG

FO05_CP501.DWG

FO05_CP502.DWG

FO05_CP503.DWG

FO05_CG101.DWG

FO05_CG101A.DWG

CD101

CD201

CS101

CS101A

CS501

CS502

CP101

CP101A

CP201

CP401

CP401A

CP501

CP502

CP503

CG101

CG101A

REMOVAL PLAN

PAVEMENT REMOVAL SECTIONS

SITE PLAN

SITE PLAN - OPTION #1

PAVEMENT MARKING DETAILS

MOORING AND GROUNDING POINT DETAILS

PAVING PLAN

PAVING PLAN - OPTION #1

PAVEMENT SECTIONS

JOINT LAYOUT PLAN

JOINT LAYOUT PLAN - OPTION #1

JOINT DETAILS

JOINT SEALANT DETAILS

REINFORCEMENT DETAILS

PRELIMINARY GRADING PLAN

PRELIMINARY GRADING PLAN - OPTION #1

Observation Well

Trail

TMHRim=693.78'

NE=690.47'

SW=690.47'

Sump=685.34'

WMH-020H97

Rim=692.84' Sump=686.88'Flushing Manhole

CP-99999

N 1,477,647.418 E 1,050,707.267 Elev=691.47' 5/8" Rebarwith Cap Set

CP-10001

N 1,477,626.929 E 1,050,727.002 Elev=692.69' Magnetic Nail Set

19710

45TH Infantry Gate

Oneida gate

WSAAF Gate

DACA51-2-00-053

RAIL SPUR

DACA51-1-15-004

REENERGY

AREA C Laydown area for overpass construction

RT 26 and Nash Overpass - AREA E

Laydown Area by Boundary Rt 26 Overpass Area G

PARKING LOT/LAYDOWN AREA

Associated Builders and Contractors, Inc. Career Skills Training Program

RT 26 and Nash Overpass - AREA F

Area A - Nash Overpass West of 26

DACA65-01-13-0019

PARCEL D SUPPORT LEASE SITE

DACA51-2-87-44

USED FOR MAP MAKING; DO NOT TRUST

DACA51-1-15-004

ELECTRICAL EASEMENT

DACA51-2-00-053

RAIL SPUR

DACA51-3-16-018

COF 1, 175

DACA65-1-05-0025

RCI LEASED LAND

DACA65-1-05-0025

RCI LEASED LAND

DACA65-1-05-0025

RCI LEASED LAND

DACA51-4-06-036

DACA51-9-08-073

DACA65-1-05-0025

DA APPROVED PARCELS FOR RCI GROUND LEASE INCLUSION

DACA65-1-05-0025

DA APPROVED PARCELS FOR RCI GROUND LEASE INCLUSION

DACA51-2-16-081

RT 26 intersection reconstruction

DACA51-2-16-081

Proposed Laydown area NYSDOT RT 26 Intersection

AREA D- Lay down area for NYSOT contractor building overpass

Area B - Nash Overpass East of 26

DACA51-3-16-080

Building 2803

DACA65-1-05-0025

RCI LEASED LAND

DACA51-3-14-019

DACA51-4-11-248

DACA51-4-11-192

Subsequent license reference DACA51-4-11-250

K R

FOB SHANK ROAD

K R

PO VALLEY ROAD

ONTARIO

AVE SECOND ST EAST

ONTARIO

AVE

TIGRIS RIVER VALLEY ROAD

FIFTH STREET EAST

NASH BOULEVARD

NASH BOULE

VARD

NASH BOULEVARD

OFFICERS LOOP DR S

DIVISION HILL RD W

DUNN AVE

STR

EET EAST

STR

EET EAST

NASH B

OULE

VARD

R T 971V

NASH BOULE

VARD

R T

R D

BAG

R D

BAG

R D

SER

VIC

E AC

ESS R

SR TAM

O N

T R

SR TAM

MSR TAMPA

SMALL ARMS RANGE ROAD

LANDFILL INSPECTION ROAD

MUNNS CORNER RD

HOT PAD ROAD

H O

T PAD

O HAUL ROAD

BAG

AMMO HAUL ROAD

HOT PAD ROAD

AMMO HAUL ROAD

O HAUL ROAD

UAV ROAD

RIVER TRAINING ROAD

LANDFILL INSPECTION ROAD

SMALL ARMS RANGE ROAD

BAG

R D

D O

R D

C E

R O

LANDFILL INSPECTION ROAD

N R

S R

LANDFILL INSPECTION ROAD

O N

T R

MSR TAMPA

OFFICERS LOOP DR N

PINE LN

OFFICERS LOOP DR

FIFTH STREET EAST

FIRST STREET

RESTORE HOPE AVE

LEWIS AVE

WIS AVE

LEWIS AVE

WIS AVE

LEWIS AVE

DIVISION HILL RD E

DIVISIO

N HILL RD W HOSPITAL LANE

PINE LN

OFFICERS LOOP DR S

PINE LN

OFFICERS LOOP DR N

E LN

R D

DUNN AVE

KEN

Y AVE

H O

SPITAL LAN

KEN

Y AVE

KEN

Y AVE KEN

Y AVE

KENNEDY AVE

RT 971V

TIGRIS RIVER VALLEY ROAD

FIRST ST EAST

CAMP SWIFT RD

EUPHRATES RIVER VALLEY ROAD

ALPINE LN

CAMP SWIFT RD

TIGRIS RIVER VALLEY ROAD

EUPHRATES RIVER VALLEY ROAD

SECOND ST EAST

EIG

ST EAST

EIG

ST EAST

EIG

STR

EET W

EST

SEVEN

EIG

ST EAST

ST W

EST

FIFTH STREET EAST

TIGRIS RIVER VALLEY ROAD

LERAY DRIVE

RAY

RIV

PECH RIVER ROAD

ALEXANDER ST LERAY DRIVE

LERAY DRIVE

DELAHANTY AVE

PECH R

ER R

OAD

PECH R

ER R

OAD

PECH RIVER ROAD

PEC

IVER

R O

NYS RO

UTE 26

NYS RO

UTE 26

PECH R

ER R

OAD

PECH R

ER R

OAD

PECH R

ER R

OAD

PECH R

ER R

OAD

PEC

IVER

R O

NYS ROUTE 26

TIGRIS RIVER VALLEY ROAD

42nd INFANTRY DIVISION LOOP

42nd INFANTRY DIV RD NORTH

42nd INFANTRY DIV RD SOUTH

GEORGE STREET

SIXTH STREET

H S

NETH

ERLY

S T

SEVEN

NETH

ERLY

S T

GEORGE STREET

NES S

EET

NIN

GER S

GEORGE STREET

NIN

GER S

LERAY DRIVE

SIXTH STREET

LERAY DRIVE

PLEASANT STREET

NYS ROUTE 26

PLEASANT STREET

PECH RIVER ROAD

ANACONDA ROAD

LANDFILL INSPECTION ROAD

O N

T R

LANDFILL INSPECTION ROAD

ANACONDA ROAD

AIRFIELD ORDNANCE ROAD

O HAUL ROAD

AMMO HAUL ROAD

N T

ANACONDA ROAD

O HAUL ROAD

H O

T PAD

AMMO H

AUL R

OAD

AMMO HAUL ROAD

ANACONDA RD

SER

VIC

E AC

ESS R

HOT PAD ROAD

D O

R D

C E

R O

O R

D N

E R

MUNNS CORNER RD

RIVER TRAINING ROAD

MUNNS CORNER RD

ASP R

ASP ROADMUNNS CORNER RD

ASP R

MUNNS CORNER RD

RIVER TRAINING ROAD

RIVER TRAINING

MUNNS CORNER RD

FALC

ON TRAIL

SERVICE ACCESS ROAD

S R

MUNNS CORNER RD

MSR TAMPA

MUNNS C

ORNER R

MUNNS C

ORNER R

MUNNS C

ORNER R

MUNNS C

ORNER R

MUNNS C

ORNER R

MUNNS C

ORNER R

SMALL ARMS RANGE ROAD

MUNNS C

ORNER R

MUNNS C

ORNER R

MUNNS CORNER RD

MUNNS CORNER RDMAIN TANK TRAIL

45TH IN

FANTRY DIV DR

PLEASANT STREET

45TH IN

FANTRY DIV DR

45TH IN

FANTRY DIV DR

WEST RAMP ROAD

MUNNS CORNER RD

WEST RAMP ROAD

MUNNS CORNER RD

WEST RAMP ROAD

MUNNS CORNER RD

T R

R O

A R

BOY SCOUTS AREA

O N

N T

NYS ROUTE 26

O N

NYS RO

UTE 26

WIS AVE

LEWIS AVE

AIN

TAN

K TR

AIL

N T

MAIN TANK TRAIL

AIN

TAN

K TR

AIL

AIN

TAN

K TR

AIL

MAIN TANK TRAIL

WELL ROAD

MAIN TANK TRAIL

ELL RO

ORN

R D

ELL ROAD

WELL ROAD

MAIN

NK TR

AIL

MAIN

NK TR

AIL

AIN TANK TRAIL

N T

CAMP HALE

ROAD

CAMP HALE

ROAD

THIRD STREET

THIRD STREET W

EST

ONTARIO

AVE

FOURTH STREET W

EST

FOURTH STREET MIDDLE

ONTARIO AVE

TIGRIS RIVER VALLEY ROAD

FIFTH STREET W

EST

OSWEGO AVE

EIG

STR

EET

OSWEGO AVE

THIRD STREET

RESTORE HOPE AVE

HOSPITAL LN

NASH BOULEVARD

COLYER AVE

C O

LYER

AVE

DUNN AVE

NASH BOULEVARD

NYS ROUTE 26

COLYER AVE

ONTARIO AVE

ONEIDA AVE

ONTARIO AVE

ONEIDA AVE

ONTARIO AVE

ONEIDA AVE

VINCENT LN

FIFTH STREET

ONEIDA AVE

ONTARIO AVE

RESTORE HOPE AVE

TIGRIS RIVER VALLEY ROAD

HOSPITAL LN

L N

ONEIDA AVE

NYS ROUTE 26

ONEIDA AVE

ONTARIO AVE

ONEIDA AVE

NYS ROUTE 26

GAR

NYS ROUTE 26

RESTORE HOPE AVE

OSWEGO AVE

RESTORE HOPE AVE

OSWEGO AVE

NASH BOULEVARD

NYS ROUTE 26

RESTORE HOPE AVE

FIFTH STREET W

EST

NASH BOULEVARD

FIFTH STREET W

EST FIFTH STREET

ONEIDA AVE

NASH BOULEVARD

COLYER AVE

DUNN AVE

ONEIDA AVE

ONTARIO AVE

LEWIS AVE

OSWEGO AVE

ONTARIO AVE

RESTORE HOPE AVE

FOURTH STREE MIDDLE

R DRIVE

MAIN TANK TRAILMAIN TANK TRL

ONTARIO AVE

NYS ROUTE 26

LEWIS AVE

H O

SPITAL LAN

LEWIS AVE

OSWEGO AVE

RESTORE HOPE AVE

OSWEGO AVE

LEWIS AVE

WELL ROAD

NYS ROUTE 26

N T

42nd INFANTRY DIVISION LOOP

NYS ROUTE 26

MAIN TANK TRAIL

RESTORE HOPE AVE

OSWEGO AVE

RESTORE HOPE AVE

ONTARIO AVE

OSWEGO AVE

ONTARIO AVE

CANNON S

EET

ONTARIO AVE

LEWIS AVE

RESTORE HOPE AVE

OSWEGO AVE

RESTORE HOPE AVE

NYS ROUTE 26

OSWEGO AVE

NYS ROUTE 26

D C

AIRFIELD CUTOFF RD

RFI

D C

UTO

R D

RAILEY AVENUE

NYS ROUTE 26

NYS RO

UTE 26

RAILEY AVENUE

PLEASANT STREET

REE

R O

C K

R O

BORLAND ROAD

NYS ROUTE 26

DLA

M R

OAD

NYS ROUTE 26

NYS RO

UTE 26

NYS ROUTE 26

FIRST STREET W

EST

FIRST ST W

EST

WIS AVE

RESTORE HOPE AVE

FIRST ST

FIRST ST EAST

WAREHOUSE RD

FIRST STREET W

EST

FIRST ST

WIS AVE

LEWIS AVE

FIR

ST ST W

EST

FIRST ST EAST

LEWIS AVE

NASH BOULE

VARD

NASH BOULE

VARD

NASH BOULE

VARD

NASH BOULE

VARD

NASH BOULE

VARD

LEWIS AVE

THIRD STREET EAST

OSWEGO AVE

GRAY ST

G R

AY ST

G R

AY ST

GRAY ST

NASH BOULE

VARD

WIS AVE

QUARTERMASTER ROAD

OSWEGO AVE

ONTARIO

AVE

CAMP HALE

ROAD

BLIZZARD LANECAMP HALE

ROAD

GRAY ST

SECO

ND ST EAST

BLIZZAR

LAN

THIRD STREET EAST

ONTARIO

AVE

ONTARIO

AVE

FLAT R

C K R

R O

RUNWAY 06

-24

TAXIWAY R

TAXIWAY A

RUNWAY 15-33

TAXIWAY K

TAXIW

AY ETAXIW

AY F

TAXIW

AY D

RUNWAY 8-26

TAXIWAY C

R U

N W

TAXIWAY G

KEYHOLE

TAXIWAY L

DE-ICE PAD TAXIWAY

TAXIWAY N

TAXIW

AY M

DE-ICE PAD

WASHRACK APRON

SOUTH RAMP

WASHRACK APRON

C-130 LOAD TRAINER

WASHRACK APRON

SABRE

MOUNTAIN RAMP

WARRIOR

37 38 39 40 41

43 44 45 46 47

49 50 51 52

54 55 56 57

8 9

Observation Well

Trail

TMH

Rim=693.78'

NE=690.47'

SW=690.47'

Sump=685.34'

WMH-020H97

Rim=692.84' Sump=686.88' Flushing Manhole

CP-99999

N 1,477,647.418 E 1,050,707.267 Elev=691.47' 5/8" Rebar with Cap Set

CP-10001

N 1,477,626.929 E 1,050,727.002 Elev=692.69' Magnetic Nail Set

19710

FOB SHANK ROAD

SMALL ARMS RANGE ROAD

MUNNS C

ORNER R

MUNNS C

ORNER R

MUNNS C

ORNER R

MUNNS C

ORNER R

MUNNS C

ORNER R

SMALL ARMS RANGE ROAD

MUNNS C

ORNER R

WARRIOR

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

_G -0

.d w g

M . H

U C

G-002

C :\T

N W

1\ G

6E D

G \D

_G -0

W G

P M

C _N

C S_

4_ M

O N

O .C

6E D

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O M

O L

O M

A, N E

N U

T D

R U

M , N

O R

N E

PLAN

NORTH

A1 SCALE: NTS

VICINITY MAP

NEW YORK

ALBANY

F10 SCALE: NTS

PROJECT LOCATION PLAN

WSAAF GATE

CONTRACTOR

HAUL ROUTE

PROJECT LOCATION

CONTRACTOR

HAUL ROUTE

OPTION #1

BASIC

NYS ROUTE 26

MUNNS CORNER RD HAUL ROUTE NOTES

STAGING AREA LOCATION NOTES

1. IMPROVE THE STAGING AREA AS NEEDED. IMPROVEMENTS INCLUDE BUT ARE

NOT LIMITED TO: GRADING, INSTALLING DRAINAGE SYSTEMS, IMPORTING

AGGREGATE MATERIALS TO PROVIDE A STABLE WORKING PLATFORM FOR

CONSTRUCTION EQUIPMENT. ALL NEW IMPROVEMENTS MUST BE REMOVED AT

THE COMPLETION OF THE PROJECT AND THE STAGING AREA RETURNED TO ITS

ORIGINAL PRE-CONSTRUCTION CONDITION.

2. INSTALL A TEMPORARY CHAIN LINK FENCE WITH LOCKING GATE AROUND THE

STAGING AREA. REMOVE THE FENCING AT THE COMPLETION OF THE PROJECT.

1. ALL CONTRACTOR DELIVERIES AND CONTRACTOR PERSONNEL MUST ACCESS THE

INSTALLATION THROUGH THE ONEIDA GATE AS SHOWN. THE ONEIDA GATE IS OPEN BETWEEN

0600 AND 1800 7 DAYS A WEEK, EXCLUDING FEDERAL HOLIDAYS. ACCESS TO THE AIRFIELD WILL

BE THROUGH THE GATE SHOWN ON THIS SHEET. THE CONTRACTOR MUST PROVIDE A GATE

GUARD AT THE AIRFIELD GATE ANY TIME THE CONTRACTOR IS WORKING ON THE AIRFIELD. THE

GATE SHALL REMAIN LOCKED UNLESS THE GATE GUARD IS PRESENT AT THE GATE.

2. THE CONTRACTOR MAY BE ALLOWED TO USE THE WSAAF GATE DURING CONCRETE HAULING

OPERATIONS. 14 DAYS PRIOR TO ANY CONCRETE HAULING OPERATIONS, REQUEST ACCESS TO

USE THE GATE THROUGH THE CONTRACTING OFFICER. THE REQUEST MAY OR MAY NOT BE

APPROVED BASED ON NUMBER OR GOVERNMENT PERSONNEL AVAILABLE, MILITARY

OPERATIONS OR OTHER SITUATIONS.

3. IMPLEMENT A DUST CONTROL PLAN FOR ALL HAUL ROUTES DURING HAULING OPERATIONS

FOR THE ENTIRE DURATION OF THE CONTRACT. THE DUST CONTROL PLAN SHALL MEET ALL

LOCAL, STATE AND FEDERAL REQUIREMENTS.

4. IMPROVE THE HAUL ROUTE TO MEET THE CONTRACTOR'S NEEDS. IMPROVEMENTS INCLUDE,

BUT ARE NOT LIMITED TO: GRADING; INSTALLING CULVERTS, IMPORTING AGGREGATE

MATERIALS FOR WIDENING OF UNIMPROVED PORTIONS OF THE HAUL ROUTE TO ALLOW FOR

SAFE PASSAGE OF CONSTRUCTION EQUIPMENT. ALL NEW IMPROVEMENTS MUST BE REMOVED

AT THE COMPLETION OF THE PROJECT AND THE HAUL ROUTE RETURNED TO ITS ORIGINAL

PRE-CONSTRUCTION CONDITION.

5. AT THE COMPLETION OF THE PROJECT, RESTORE ALL HAUL ROUTES BACK TO ORIGINAL

CONDITION BY REPAIRING POTHOLES, RUTS, AND SOFT YIELDING SPOTS.

6. MAINTAIN THE HAUL ROUTES SO THEY REMAIN PASSABLE AT ALL TIMES. MAINTAIN THE HAUL

ROUTES SO THAT MUD AND OR OTHER DEBRIS IS NOT PICKED UP BY TRUCK TIRES AND

TRAFFICKED ON ANY AIRFIELD PAVEMENTS OR ROADWAYS. HAUL ROUTE MAINTENANCE

REQUIREMENT IS AT NO ADDITIONAL COST TO THE GOVERNMENT.

7. ALL ROADS USED FOR HAULING SHALL REQUIRE A PRE-HAUL ROAD INSPECTION WITH FORT

DRUM DPW, THE CONTRACTOR AND USACE. THE INSPECTION WILL BE DOCUMENTED BY THE

CONTRACTOR WITH DETAILED REPORT AND EITHER VIDEO RECORDED OR PHOTOGRAPHED AND

SUBMITTED TO THE USACE. THE CONTRACTOR SHALL MAINTAIN ALL ROADS WHILE WORKING ON

THE PROJECT. UPON COMPLETION OF THE PROJECT AND AFTER THE HAUL ROADS HAVE BEEN

RESTORED TO ORIGINAL OR BETTER CONDITION, AN INSPECTION SHALL TAKE PLACE WITH FORT

DRUM DPW, THE CONTRACTOR AND USACE. THE CONTRACTOR MAY SCHEDULE AN INSPECTION

PRIOR TO THE FINAL HAUL ROAD INSPECTION FOR THE PURPOSE OF DISCUSSING AREAS THAT

MAY REQUIRE MAJOR REPAIRS. THE CONTRACTOR SHALL PROVIDE A HAUL ROAD RELEASE

SIGNED BY FORT DRUM DPW, THE CONTRACT AND USACE TO THE USACE STATING THAT THE

ROAD HAS BEEN ACCEPTED.

LEGEND

CONTRACTOR HAUL ROUTE

CONTRACTOR STAGING

AND STORAGE AREA

AIRFIELD ACCESS

GATE

INFILTRATION

BASIN

LIMITS OF RUNWAY

CLEAR ZONE

100'

LIMITS OF TAXIWAY

CLEAR ZONE

PHOENIX

APRON

LIMITS OF

APRON

CLEAR ZONE

ONEIDA GATE

EIG

ST W

8. ALL AREAS ON THE INSTALLATION OTHER THAN THE CONTRACTOR'S STAGING AREA, HAUL

ROUTE, AND CONSTRUCTION FREE ZONE ARE OFF LIMITS TO ALL OF THE CONTRACTOR'S HEAVY

EQUIPMENT AND ALL CONTRACTOR EMPLOYEES.

9. PERFORM DAILY FOD (FOREIGN OBJECT DEBRIS) CONTROL ON ALL AIRFIELD PAVEMENT THAT IS TRAVERSED BY THE CONTRACTOR'S VEHICLES OR AIRFIELD PAVEMENT THAT IS ADJACENT TO

CONTRACTOR ACTIVITIES. ALL ACTIVE AIRFIELD PAVEMENTS TRAFFICKED BY THE

CONTRACTOR'S CONSTRUCTION EQUIPMENT MUST BE CONTINUOUSLY SWEPT AND VACUUMED

CLEAN. THE CONTRACTOR MUST PROVIDE A SELF-CONTAINED PAVEMENT VACUUMING TRUCK

WHICH IS SPECIFICALLY MANUFACTURED TO CLEAN AIRFIELD PAVEMENTS. THE VACUUM TRUCK

MUST OPERATE CONTINUOUSLY DURING CONTRACTOR ACTVITIES. REFERENCE

SPECIFICATIONS FOR ADDITIONAL FOD PREVENTION REQUIREMENTS.

3-10 HANGAR

RUNWAY 15/33

W CB

Obs erv ati on

Well

Trail

TMH

Rim =69

3.7 8'

NE=69

0.4

SW=69

0.4

Sum p=

5.3

WMH-02

Rim =69

2.8 4'

Sum p=

6.8

Flus hin g M an ho le

CP-99

N 1, 7,6

.41

E 1, 0,7

.26

Elev =69

1.4 7'

5/8 " R eb ar with Cap

Set CP-10

N 1, 7,6

.92

E 1, 0,7

.00

Elev =69

2.6 9'

Mag ne tic Nail

Set

45'

BASIC

OPTIO

N #1

WARRIO

21 13

D B

C U

D B

C U

D B

C U

D B

C U

D B

P21

P62

P63

ENV C

on st.

AFE01

CB CB CB

CBCB CB

CB CB CB

CBCB CB

216S3

RIM

691.72

INV 684.34

216S2

RIM

691.45

INV 684.06

216S3

RIM

695.18

INV 685.25

ABD33

ABD14

RIM

696.37

INV 691.32

ABD69

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

_G C

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M . H

U C

GC101

C :\T

N W

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6E D

G \D

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D W

:4 8:

/1 2/

_N C

S_ 4_

M O

N O

G 6E

D H

US Army Corps of Engineers

U .S

. A R

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PLAN

NORTH

F1 SCALE: 1" = 100' - 0"

PHASING PLAN

100' 200'0

PHASING NOTES

PHASING, PROVIDED HEREIN, IS ESTABLISHED TO MAINTAIN AIRCRAFT OPERATIONAL CAPABILITY AND CONTINUAL ACCESS TO ARMY FACILITIES DURING CONSTRUCTION. THE CONTRACTOR WILL NOT BE ALLOWED TO INITIATE WORK UNTIL THE CONTRACTOR'S SCHEDULE DEMONSTRATES THE ABILITY TO COMPLETE THIS WORK WITHIN THE TIME FRAME REQUIRED AND IS APPROVED BY THE CONTRACTING

OFFICER.

1. CONSTRUCTION ZONE AREAS / PHASING

A. ACCESS TO THE SITE MUST BE ESTABLISHED PRIOR TO INITIATING ANY WORK. ACCESS MUST BE

COORDINATED WITH, AND APPROVED BY, THE AIRFIELD MANAGER THROUGH THE CONTRACTING

OFFICER. ACCESS TO AND FROM WORK AT THE SITE WILL BE LIMITED TO DAYLIGHT HOURS UNLESS

ADDITIONAL HOURS ARE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE CONTRACTING

OFFICER. COORDINATE AFTER HOURS INSTALLATION ACCESS TWO WEEKS IN ADVANCE OF PLANNED

ACTIVITIES.

B. THE ENTIRE WORK AREA IDENTIFIED BETWEEN THE LOW PROFILE BARRICADES RUNWAY, TAXIWAY

AND APRON CLEAR ZONES WILL BE CONSIDERED A FREE ZONE (GOVERNMENT ESCORT IS NOT

REQUIRED). THE CONTRACTOR SHALL NOT ENTER THE RUNWAY/TAXIWAY CLEAR ZONES AT ANY TIME

DURING CONSTRUCTION

C. NOTIFY THE AIRFIELD MANAGER, THROUGH THE CONTRACTING OFFICER'S REPRESENTATIVE, 30

DAYS IN ADVANCE OF BEGINNING WORK ON THE AIRFIELD.

2. GENERAL REQUIREMENTS

A. ALL VEHICLES MUST HAVE COMPANY MARKINGS AND MUST HAVE AND DISPLAY FLIGHT LINE

PASSES. WITHIN THE AIRFIELD, ALL VEHICLES MUST DISPLAY AIRPORT CONSTRUCTION FLAGS CONFORMING TO FAA AC 150/5210-5D AND BE EQUIPPED WITH BEACON LIGHTS. ALL EQUIPMENT GREATER THAN 20' IN HEIGHT MUST DISPLAY AIRPORT CONSTRUCTION FLAGS CONFORMING TO FAA

AC 150/5210-5D.

B. PROVIDE A 12' WIDE ACCESS THROUGH WORK ZONES AT ALL TIMES FOR FIRE DEPARTMENT.

COORDINATE AREA WITH THE CONTRACTING OFFICER FOR APPROVAL OF LOCATIONS.

C. COORDINATE WITH THE AIRFIELD MANAGER, THROUGH THE CONTRACTING OFFICER, FOR THE EXACT LOCATION OF ALL LOW PROFILE BARRIERS AND ROPE AND BARREL FENCING. SEE SHEET

GC501 FOR LOW PROFILE BARRICADE AND ROPE AND BARREL FENCING DETAILS.

D. PROVIDE A PERSON AVAILABLE 24 HOURS A DAY FOR EMERGENCY MAINTENANCE OF LOW

PROFILE BARRICADES AND HAZARD LIGHTS. THE CONTRACTOR MUST INITIATE AND COMPLETE

REPAIRS OF LOW PROFILE BARRICADES AND HAZARD LIGHTS WITHIN ONE HOUR OF BEING NOTIFIED

BY THE CONTRACTING OFFICER'S REPRESENTATIVE.

E. STEEL BUCKET OR BLADE EQUIPMENT MUST NOT OPERATE WITH THE BUCKET OR BLADE IN

DIRECT CONTACT WITH ANY PAVEMENT AT ANY TIME. STEEL BUCKET OR BLADE EQUIPMENT MAY BE USED TO REMOVE/REPLACE EXISTING BASE AND SUBGRADE MATERIALS. STEEL TRACKED EQUIPMENT MUST NOT BE ALLOWED ON ANY PAVEMENT AT ANY TIME UNLESS PROPER PROTECTION IS IN PLACE

TO PROTECT THE PAVEMENT FROM DAMAGE. ANY DAMAGE CAUSED TO THE EXISTING PAVEMENT

SLABS MUST BE ENTIRELY REMOVED AND REPLACED BY THE CONTRACTOR AT NO EXPENSE TO THE

GOVERNMENT.

F. ALL WORK ON THE AIRFIELD MUST BE COORDINATED WITH THE AIRFIELD MANAGER. THE

CONTRACTING OFFICER'S REPRESENTATIVE (COR) WILL PROVIDE THE CONTRACTOR WITH RADIOS AND RADIO CHARGERS TO COMMUNICATE WITH THE AIRFIELD THROUGHOUT THE CONTRACT DURATION.

G. SEE SHEET G-004 FOR STAGING AREA LOCATION, SITE ACCESS AND TEMPORARY HAUL ROAD

INFORMATION.

H. THE CONTRACTOR MUST PERFORM DAILY FOD (FOREIGN OBJECT DEBRIS) CONTROL ON ALL AIRFIELD

PAVEMENT TRAVERSED BY THE CONTRACTOR'S VEHICLES. ALL ACTIVE AIRFIELD PAVEMENTS

TRAFFICKED BY THE CONTRACTOR'S CONSTRUCTION EQUIPMENT MUST BE CONTINUOUSLY SWEPT AND

VACUUMED CLEAN. THE CONTRACTOR MUST PROVIDE A SELF CONTAINED PAVEMENT VACUUMING

TRUCK WHICH IS SPECIFICALLY MANUFACTURED TO CLEAN AIRFIELD PAVEMENTS. THE VACUUM TRUCK

MUST OPERATE CONTINUOUSLY DURING CONTRACTOR HAULING OPERATIONS. REFERENCE THE

SPECIFICATIONS FOR ADDITIONAL FOD PREVENTION REQUIREMENTS.

I. PROTECT THE EXISTING AIRFIELD LIGHTS AND/OR NAVAIDS DURING CONSTRUCTION. IF ANY EXISTING AIRFIELD LIGHTS AND/OR NAVAIDS ARE DAMAGED, IMMEDIATELY NOTIFY THE CONTRACTING OFFICER.

REPAIR/REPLACE ANY DAMAGED AIRFIELD LIGHTS AND/OR NAVAIDS AT NO ADDITIONAL COST TO THE GOVERNMENT. USE QUALIFIED TRADESMEN AND APPROVED EQUIPMENT FOR REPAIRS/REPLACEMENTS

AND ALL FINISHED WORK MUST BE TO THE SATISFACTION OF THE CONTRACTING OFFICER.

J. ALL UTILITIES THAT ARE NOT MARKED FOR REMOVAL ON THE PLANS MUST BE PROTECTED IN PLACE.

K. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND MAINTAINING ALL ENVIRONMENTAL

PERMITTING REQUIRED FOR THE CONSTRUCTION OF THE PROJECT.

L. SUBMIT A DUST CONTROL PLAN FOR APPROVAL.

M. ALL SOIL, PCC AND ACC REMOVED FROM THE CONSTRUCTION SITE MUST BE IMMEDIATELY

DISPOSED OF BY THE CONTRACTOR OFF OF GOVERNMENT PROPERTY AT THE CONTRACTOR'S

EXPENSE. EXCESS SOIL, PCC AND ACC SHALL BE IMMEDIATELY REMOVED FROM THE AIRFIELD.

STOCKPILING OF MATERIAL WITHIN THE AIRFIELD FENCE WILL BE ALLOWED.

N. COORDINATE ANY CLOSURES WITH THE AIRIFIELD MANAGER, THRU THE CONTRACTING OFFICER'S REPRESENTATIVE, AND OBTAIN AIRFIELD MANAGEMENT APPROVAL, IN WRITING, PRIOR TO CLOSING ANY

OPERATIONAL AREAS TO AIRCRAFT OPERATIONS.

O. PRIOR TO BEGINNING ANY WORK ON THE AIRFIELD, INSTALL THE LOW PROFILE BARRICADES AND CLOSED TAXIWAY CROSSES AT THE LOCATION DIRECTED BY THE AIRFIELD MANAGER, THRU THE

CONTRACTING OFFICER.

P. THE CONTRACTOR SHALL COMPLY WITH UFC 3-260-01 APPENDIX B SECTION 14 CONSTRUCTION

PHASING PLAN AND OPERATIONAL SAFETY ON AIRFIELDS DURING CONSTRUCTION.

Q. SIXTY (60) DAYS PRIOR TO BEGINNING CONSTRUCTION, SUBMIT ALL INFORMATION NECESSARY TO THE AIRFIELD MANAGER, THROUGH THE CONTRACTING OFFICER, FOR THE AIRFIELD MANAGER TO SUBMIT FORM 7460-1 TO NOTIFY THE FAA OF A PROJECT THAT WILL AFFECT NAVIGABLE AIRSPACE.

LEGEND

CONTRACTOR STAGING

AND STORAGE AREA

SHEET KEYNOTES

1. LOW PROFILE BARRICADES - SEE SHEET GC501.

2. OPERATIONAL AIRCRAFT TOWWAY TO EXISTING HANGARS.

3. LIMITS OF THE RUNWAY CLEAR ZONE(500' OFFSET FROM

RUNWAY CENTERLINE. KEEP OUTSIDE OF THE CLEAR ZONE AT

ALL TIMES DURING CONSTRUCTION. INSTALL ROPE AND

BARREL FENCING TO PREVENT INADVERTENT ACCESS TO THE

CLEAR ZONE.

4. LIMITS OF THE TAXIWAY CLEAR ZONE (100' OFFSET FROM

TAXIWAY CENTERLINE). KEEP OUTSIDE OF THE CLEAR ZONE

AT ALL TIMES DURING CONSTRUCTION. INSTALL ROPE AND

BARREL FENCING TO PREVENT INADVERTENT ACCESS TO THE

CLEAR ZONE.

5. LIMITS OF THE APRON CLEAR ZONE (75' OFFSET FROM THE

EDGE OF THE FULL STRENGTH PAVEMENT.

R. THE SUPERINTENDENT SHALL HAVE CONSTANT RADIO CONTACT WITH THE CONTROL

TOWER. THE RADIO WILL BE PROVIDED TO THE CONTRACTOR BY THE AIRFIELD MANAGER.

6'-0" MIN TO 10'-0" MAX

" M

10"

LOW PROFILE BARRICADE NOTES:

1. LOW PROFILE BARRICADES SHALL BE ANCHORED OR OF SUFFICIENT WEIGHT TO PREVENT OVERTURNING DUE TO

HIGH WINDS, JET ENGINE BLAST OR ROTOR WASH.

2. BARRICADES SHALL COMPLY WITH THE REQUIREMENTS OF FAA ADVISORY CIRCULAR 150/5370-2E AND UFC 3-260-04.

3. LOW PROFILE BARRICADES SHALL BE SPACED AT A MAXIMUM OF 10 FOOT INTERVALS AT LOCATIONS INDICATED.

4. FLASHING RED LIGHTS SHALL HAVE AT LEAST 5 CANDELAS EFFECTIVE INTENSITY AND FLASH AT A RATE OF 55 TO 160 FLASHES PER MINUTE. LIGHTS MUST BE OPERATED BETWEEN SUNSET AND SUNRISE AND DURING PERIODS OF LOW

VISIBILITY WHENEVER THE AIRPORT IS OPEN FOR OPERATIONS.

5. THE CONTRACTOR SHALL HAVE A PERSON AVAILABLE 24 HOURS A DAY FOREMERGENCY MAINTENANCE OF LOW PROFILE BARRICADES AND HAZARD LIGHTS. THE CONTRACTOR SHALL INITIATE AND COMPLETE REPAIRS OF LOW PROFILE BARRICADES AND HAZARD LIGHTS WITHIN ONE HOUR OF BEING NOTIFIED BY THE CONTRACTING OFFICER'S

REPRESENTATIVE.

6. REFLECTIVE STRIPES SHALL BE ON ALL LONGITUDINAL SIDES EXCEPT BOTTOM.

E1 TYPICAL LOW PROFILE BARRICADE DETAIL

NO SCALE

L L 10' C TO C

SEE NOTE 3

L L

C T

O C

N O

A1 TYPICAL LOW PROFILE BARRICADE PLACEMENT DETAIL

NO SCALE

G13 TYPICAL BARREL DETAIL

NO SCALE

E13 ROPE AND BARREL FENCE TYPICAL PLAN DETAIL

NO SCALE

3'-0"

O X

-3

A13 ROPE AND BARREL FENCE TYPICAL ELEVATION DETAIL

NO SCALE

E7 TYPICAL FENCE / BARRICADE CORNER DETAIL

NO SCALE

A7 TYPICAL FENCE CORNER DETAIL

NO SCALE

ROPE AND BARREL FENCE NOTES:

1. 55-GALLON STEEL BARRELS USED IN ROPE AND BARREL FENCE MAY BE NEW OR USED. THE CONTRACTOR SHALL HAVE THE OPTION OF USING NEW OR USED POLYETHYLENE BARRELS IN LIEU OF STEEL BARRELS SHOWN.

POLYETHYLENE BARRELS SHALL BE APPROXIMATELY THE SAME HEIGHT AS STEEL BARRELS SHOWN AND SHALL

HAVE EQUIVALENT ORANGE AND WHITE STRIPES.

2. BARRELS SHALL BE PARTIALLY FILLED WITH SAND OR OTHER SUITABLE BALLAST AS NEEDED TO PREVENT

OVERTURNING.

3. BARRELS SHALL BE SPACED AT 20-FOOT INTERVALS ALONG THE FENCE.

4. THE CONTRACTOR SHALL HAVE THE OPTION OF PROVIDING 1/2-INCH DIAMETER RED NYLON ROPE WITH SURVEYING RIBBON OR RED OR ORANGE PLASTIC FLAGGING MATERIAL FOR FENCE SHOWN. SURVEYING RIBBON SHALL BE RED OR ORANGE, A MINIMUM OF 2-FOOT IN LENGTH, AND SHALL BE SPACED AT 3-FOOT INTERVALS ALONG

THE NYLON ROPE.

5. SAFETY LATCH HOOKS SHALL BE PROVIDED ON ONE END OF EACH SECTION OF NYLON ROPE OR FLAGGING MATERIAL FOR CONNECTION TO I-BOLTS. THE OPPOSITE END OF THE ROPE OR FLAGGING MATERIAL SHALL BE

SECURELY ATTACHED TO THE "I" BOLTS.

6. THE CONTRACTOR SHALL MAINTAIN THE CONTRACTOR WORK AREA FENCE THROUGHOUT THE DURATION OF THE CONTRACT. UPON COMPLETION OF THE CONTRACT, ALL MATERIALS USED IN THE FENCE SHALL BECOME THE

CONTRACTOR'S PROPERTY AND SHALL BE DISPOSED OF OFF THE GOVERNMENT PREMISES.

FLASHING RED LIGHT

SEE NOTE 4

CONSTRUCTION

AREA

CONSTRUCTION

LOW PROFILE BARRICADES CORNER LOW PROFILE

BARRICADES (2)

SOLID ORANGE STRIPE

SOLID WHITE STRIPE

APPROXIMATELY 7"

WIDE STRIPES (TYP)

TIE ROPE SECURELY

TO EYEBOLT

55 GALLON STEEL BARREL

1/4" DIA EYEBOLT WITH

NUT AND WASHER (TYP)

SAFETY LATCH HOOK

FOR EASY OPENING

1/2" RED NYLON ROPE

2' MIN LENGTH RED OR ORANGE

SURVEYING RIBBON

1/4" DIA EYEBOLT WITH

NUT AND WASHER

55 GALLON STEEL BARRELGROUND

PLASTIC

FLAGGING

MATERIAL

PLASTIC

FLAGGING

MATERIAL

BARRELS

LOW PROFILE

BARRICADES

BARREL AT PAVEMENT EDGE

LINE OF BARRELS

EDGE OF PAVEMENT

PAVED AREAPAVED AREA

TURFED AREATURFED AREA

BARRELS (TYP)

CORNER

BARREL

PAVED AREAPAVED AREA

TURFED AREATURFED AREA

EDGE OF PAVEMENT

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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US Army Corps of Engineers

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HVCP

BSCHK

STBY

CONC

BSCHK

STMH

BSCHK

ECEC

BSCHK

WMH

CBR

INV

ESC

COUT

BSCHK

4.4

2.0

2.4

1.1

2.6

2.0

5.7

5.6

5.8

3.2

4.9

2.4

1.7

2.2

2.4

4.8

2.0

2.4

2.0

3.1

4.0

2.1

0.0

3.4

3.2

2.0

2.4

2.1

2.0

3.5

4.5

4.4

2.4

3.2

2.8

2.7

6.7

6.8

6.7

7.1

2.0

0.2

3.3

3.1

NSNS NS

STSY

LIG

CNR

LIG

CNR EP

LIG

IN RCP

6IN

CNR EP

LIG

" R

C P

Rim

=69 2.7

SW In v=

8.2

Sum p=

7.4

DMH-19

Rim =69

4.4 8'

NE In v=

7.2

SW In v=

7.1

NW In v=

Ina cce ssi ble

Sum p=

7.2

DMH-21

Rim =69

3.2 2'

NE In v=

6.4

SE In v=

6.4

Sum p=

6.4

DMH-21

Rim =69

0.0 5'

SE In v=

6.1

NW In v=

5.9

Sum p=

6.1

" R

C P

" R

C P

60" RCP

Existing 12" RCP Capped andAbandoned per Design Plans

Inv .=68

6.7 3'

Obs erv ati on

Well

HX RAMP"

Gravel Road

Trail

Inf iltr ati on

Tren ch

EMH

Rim

=69 1.7

Una ble to

Rem ov e L id

EMH

Rim

=69 3.7

NE=69

0.1

SW=69

0.1

Sum p=

4.6

TMH

Rim

=69 3.7

NE=69

0.4

SW=69

0.4

Sum p=

5.3

EMH

Rim

=69 5.6

NE=68

9.9

SE=68

9.9

SW=68

9.9

NW=68

9.9

Sum p=

8.8

EMH

Rim

=69 4.2

WMH-02

Rim =69

2.8 4'

Sum p=

6.8

Flus hin g M an ho le

60" RCP

692 693

Corn er

Con cre te

N:1, 8,6

.37

E:1, 0,1

.14

Elev .=69

2.2 2' Corn er Con cre te

N:1, 8,1

.15

E:1, 0,6

.68

Elev .=69

3.3 2'

Corn er

Con cre te

N:1, 9,0

.24

E:1, 0,4

.43

Elev .=69

4.5 2'

Corn er

Con cre te

N:1, 8,5

.52

E:1, 0,9

.48

Elev .=69

5.8 3'

E E

E E E E E E E

E E

E E E E E E E E E E E E E E E E E E E E E E E E EE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EE E E E E ELCx LCx LCx

S S x

E x

C U x

C U

W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

SDx

S D x

S S x

S D x

W x

Wx Wx Wx Wx

" P

60" RCP

" F

8" F

16" F.W.

" F

16" F.W.

X X

Gravel Road

Gate

2' Dia.

Con c.

(Typ ica l)

2' Dia.

Con c.

(Typ ica l)

CP-10

N 1, 8,4

.12

E 1, 0,0

.11

Elev =69

3.3 3'

5/8 " R eb ar with Cap

Set

CP-10

N 1, 8,2

.34

E 1, 1,1

.38

Elev =69

4.9 7'

5/8 " R eb ar with Cap

Set

TMH

Rim

=69 0.9

NE=68

7.5

SW=68

7.5

Sum p=

2.2

SSMH-02

Rim =69

2.4 3'

Safe ty

Cap

Ina cce ssi ble

CB-19

Rim =69

2.4 8'

NE In v=

5.1

NW In v=

5.3

Sum p=

3.8

SSMH-02

Rim =69

4.7 4'

Safe ty

Cap

Ina cce ssi ble

DMH-21

Rim =69

0.7 0'

SE In v=

5.5

NW In v=

5.5

Sum p=

5.6

E x

W x

X X

E x

LCx LCx

B-1

B-2

B-3

B-5

B-4

B-6

PERC-1

PERC-2

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

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US Army Corps of Engineers

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LEGEND

1. THE EXISTING CONDITIONS SHOWN ARE BASED ON AS BUILT DOCUMENTS, A

PRELIMINARY ENGINEERING SURVEY AND HAS BEEN SUPPLEMENTED WITH GIS

INFORMATION FROM FORT DRUM.

2. ADDITIONAL SURVEY IS REQUIRED TO COMPLETE THE DESIGN AND VERIFY

THE EXISTING CONDITIONS SHOWN. PRIOR TO DESIGN PERFORM AN

INDEPENDENT ENGINEERING SURVEY OF THE ENTIRE PROJECT SITE.

REFERENCE SPECIFICATION 01 80 00.03 FOR SURVEY REQUIREMENTS.

3. BORING AND PERCOLATION TESTS SHOWN ARE PROVIDED FOR INFORMATION

ONLY. CONTRACTOR SHALL CONDUCT A GEOTECHNICAL INVESTIGATION.

REFERENCE THE SPECIFICATIONS FOR REQUIREMENTS.

4. SEE SHEETS B-301 FOR BORING LOGS.

5. SEE SHEET B-302 FOR PERCOLATION BORING LOGS AND LAB TEST RESULTS.

GENERAL SHEET NOTES

BORING LOCATION

PERCOLATION TEST LOCATION

PLAN

NORTH

50' 100'0

A1 SCALE: 1" = 50' - 0"

REMOVAL PLAN

D B

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US Army Corps of Engineers

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SHEET ID

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M . H

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B-302

C :\T

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_B -3

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US Army Corps of Engineers

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BSCHK

STBY

CONC

BSCHK

STMH

BSCHK

ECEC

BSCHK

WMH

CBR

INV

ESC

COUT

BSCHK

4.4

2.0

2.4

1.1

2.6

2.0

5.7

5.6

5.8

3.2

4.9

2.4

1.7

2.2

2.4

4.8

2.0

2.4

2.0

3.1

4.0

2.1

0.0

3.4

3.2

2.0

2.4

2.1

2.0

3.5

4.5

4.4

2.4

3.2

2.8

2.7

6.7

6.8

6.7

7.1

2.0

0.2

3.3

3.1

NSNS NS

STSY

LIG

CNR

LIG

CNR EP

LIG

IN RCP

6IN

CNR EP

LIG

" R

C P

Rim

=69 2.7

SW In v=

8.2

Sum p=

7.4

DMH-19

Rim =69

4.4 8'

NE In v=

7.2

SW In v=

7.1

NW In v=

Ina cce ssi ble

Sum p=

7.2

DMH-21

Rim =69

3.2 2'

NE In v=

6.4

SE In v=

6.4

Sum p=

6.4

DMH-21

Rim =69

0.0 5'

SE In v=

6.1

NW In v=

5.9

Sum p=

6.1

" R

C P

" R

C P

60" RCP

Existing 12" RCP Capped andAbandoned per Design Plans

Inv .=68

6.7 3'

Obs erv ati on

Well

Gravel Road

Trail

Inf iltr ati on

Tren ch

EMH

Rim

=69 1.7

Una ble to

Rem ov e L id

EMH

Rim

=69 3.7

NE=69

0.1

SW=69

0.1

Sum p=

4.6

TMH

Rim

=69 3.7

NE=69

0.4

SW=69

0.4

Sum p=

5.3

EMH

Rim

=69 5.6

NE=68

9.9

SE=68

9.9

SW=68

9.9

NW=68

9.9

Sum p=

8.8

EMH

Rim

=69 4.2

WMH-02

Rim =69

2.8 4'

Sum p=

6.8

Flus hin g M an ho le

60" RCP

692 693

E E

E E E E E E E

E E

E E E E E E E E E E E E E E E E E E E E E E E E EE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EE E E E E ELCx LCx LCx

S S x

E x

C U x

C U

W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

SDx

S D x

S S x

S D x

W x

Wx Wx Wx Wx

" P

60" RCP

" F

8" F

16" F.W.

" F

16" F.W.

X X

Gravel Road

Gate

2' Dia.

Con c.

(Typ ica l)

2' Dia.

Con c.

(Typ ica l)

CP-10

N 1, 8,4

.12

E 1, 0,0

.11

Elev =69

3.3 3'

5/8 " R eb ar with Cap

Set

CP-10

N 1, 8,2

.34

E 1, 1,1

.38

Elev =69

4.9 7'

5/8 " R eb ar with Cap

Set

TMH

Rim

=69 0.9

NE=68

7.5

SW=68

7.5

Sum p=

2.2

SSMH-02

Rim =69

2.4 3'

Safe ty

Cap

Ina cce ssi ble

CB-19

Rim =69

2.4 8'

NE In v=

5.1

NW In v=

5.3

Sum p=

3.8

SSMH-02

Rim =69

4.7 4'

Safe ty

Cap

Ina cce ssi ble

DMH-21

Rim =69

0.7 0'

SE In v=

5.5

NW In v=

5.5

Sum p=

5.6

E x

W x

X X

E x

LCx LCx

EXISTING WATER VALVE

SEE NOTE 8

16" DIA. WATER LINE

TO REMAINEXISTING ELECTRICAL

MANHOLE - SEE NOTE 9

APRON EDGE LIGHT

TO BE REMOVED (TYP.)

TAXIWAY EDGE LIGHT CIRCUIT

TO BE REMOVED (TYP.)

ADJUST FINISH GRADE OF EXISTING

MANHOLE AS NECESSARY TO MATCH

NEW GRADES

379.34'

207.01'

100'

25'25'

25'

40.28' 52.55'

2 1

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

_C D

dw g

M . H

U C

CD101

C :\T

N W

1\ G

6E D

G \D

_C D

D W

:4 4:

/1 2/

_N C

S_ 4_

M O

N O

G 6E

D H

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O M

O L

O M

A, N E

N U

T D

R U

M , N

O R

N E

LEGEND

8.5" PCC / 6" ABC / SUBGRADE

AS NECESSARY TO BE REMOVED

1. ALL EXISTING ODD SHAPED SLABS AND SLABS ARE REINFORCED WITH 0.05%

DEFORMED STEEL BARS IN BOTH DIRECTIONS.

2. SEE SHEET CD201 FOR PAVEMENT REMOVAL SECTIONS.

3. EXISTING PAVEMENT MARKINGS NOT WITHIN THE PAVEMENT REMOVAL AREA, OR

INDICATED TO BE REMOVED, THAT ARE MARRED OR REMOVED BY THE CONTRACTOR’S

OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED BY THE CONTRACTOR AT

HIS OWN EXPENSE.

4. CARE SHALL BE TAKEN TO PREVENT DAMAGE TO EXISTING PAVEMENT TO REMAIN.

ANY EXISTING SLABS THAT ARE NOT SCHEDULED FOR REMOVAL AND REPLACEMENT

UNDER THIS CONTRACT THAT ARE DAMAGED DUE TO OPERATIONS OF THE

CONTRACTOR SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL IN

ACCORDANCE WITH THE REQUIREMENTS OF THIS PROJECT AT NO ADDITIONAL COST

TO THE GOVERNMENT. PARTIAL SLAB REMOVAL/REPLACEMENT SHALL NOT BE

ALLOWED.

5. ALL PAVEMENT REMOVAL EQUIPMENT AND ANY OTHER EQUIPMENT USED ON

EXISTING PAVEMENT SHALL HAVE INFLATED RUBBER TIRES TO PREVENT DAMAGE

OF PAVEMENTS TO REMAIN.

6. NO BUCKET LOADERS, SKID LOADERS, GRADERS OR OTHER SIMILAR EQUIPMENT

WITH A STEEL BUCKET OR BLADE WILL BE ALLOWED TO OPERATE ON EXISTING

PAVEMENTS.

7. SUBMIT A PAVEMENT REMOVAL PLAN FOR REVIEW. THE PLAN SHALL ADDRESS

PAVEMENT REMOVAL METHODS AND EQUIPMENT; PAVEMENT PROTECTION FOR

EXISTING PAVEMENTS TO REMAIN; DUST CONTROL; AND STORM WATER RUNOFF

MANAGEMENT.

8. ADJUST THE ELEVATION OF THE EXISTING VALVE TO MATCH THE NEW PAVEMENT

ELEVATIONS.

9. ADJUST THE RIM ELEVATION OF THE EXISTING ELECTRICAL MANHOLE TO MATCH

THE NEW PAVEMENT ELEVATIONS.

10. SOUTH RAMP BLUE LED TAXIWAY EDGE LIGHTS CONTROLLED BY TWO 4K

REGULATORS T21 AND T21A IN BUILDING 2067. COORDINATE LOCK-OUT/TAG-OUT

PRIOR TO DEMOLITION WORK ON TAXIWAY EDGE LIGHTING WITH THE AIRFIELD

LIGHTING MANAGER, THROUGH THE CONTRACTING OFFICER.

GENERAL SHEET NOTES

SHEET KEYNOTES

1. INITIATE ALL ASPHALT REMOVALS WITH A SINGLE, FULL DEPTH VERTICAL SAWCUT.

2. INITIATE ALL CONCRETE REMOVALS WITH A DOUBLE OR TRIPLE, FULL DEPTH

VERTICAL SAWCUT. SEE SHEET CD201 FOR DOUBLE AND TRIPLE SAWCUT DETAILS.

3. EXISTING PAVEMENT MARKING TO BE REMOVED.

3" ACC / 6" RDM / GEOTEXTILE

/ SUBGRADE AS NECESSARY

TO BE REMOVED

PORTLAND CEMENT CONCRETEPCC

ASPHALT CEMENT CONCRETEACC

AGGREGATE BASE COURSEABC

3" ACC / 6" ABC / SUBGRADE

AS NECESSARY TO BE REMOVED

RAPID DRAINING MATERIALRDM

PLAN

NORTH

50' 100'0

REMOVAL PLAN

SCALE: NTS

PCC REMOVAL SECTIONA SCALE: NTS

ACC REMOVAL SECTIONB

NOT TO SCALE

DOUBLE SAWCUT DETAIL

PCC

24"

PROVIDE A SECOND FULL

DEPTH 11

2" WIDE SAWCUT,

WITH WHEELSAW, 24" INSIDE

AREA TO BE REMOVED

PRIOR TO REMOVAL

DOWELS MAY BE PRESENT

THICKENED EDGE MAY BE PRESENT

PREVENT UNDERMINING OF

EXISTING PAVEMENT TO REMAIN

EXISTING PAVEMENT

TO BE REMOVED

NOT TO SCALE

TRIPLE SAWCUT DETAIL

PCC

12"

DOWELS MAY BE PRESENT

THICKENED EDGE MAY BE PRESENT

PREVENT UNDERMINING OF

EXISTING PAVEMENT TO REMAIN

EXISTING PAVEMENT

TO BE REMOVED18"

PROVIDE A THIRD FULL

DEPTH,

8" WIDE SAWCUT

18" INSIDE THE SECOND SAWCUT

PAVEMENT REMOVAL AREA

INITIAL PAVEMENT

REMOVAL AREA

PAVEMENT WITHIN THIS AREA SHALL BE

BROKEN AND REMOVED WITH CARE TO

PREVENT DAMAGE TO PAVEMENT TO REMAIN.

USE OF HEAVY EQUIPMENT WHICH CAUSES

DAMAGE WILL NOT BE ALLOWED

PROVIDE A FULL DEPTH, 38" WIDE,

DIAMOND BLADE SAWCUT THROUGH

EXISTING JOINT AT LIMITS OF REMOVAL

EXISTING JOINT TYPE VARIES

PAVEMENT WITHIN THIS AREA SHALL BE

BROKEN AND REMOVED WITH CARE TO

PREVENT DAMAGE TO PAVEMENT TO REMAIN.

USE OF HEAVY EQUIPMENT WHICH CAUSES

DAMAGE WILL NOT BE ALLOWED

PROVIDE A FULL DEPTH,

8" WIDE,

DIAMOND BLADE SAWCUT THROUGH

EXISTING JOINT AT LIMITS OF REMOVAL

EXISTING JOINT TYPE VARIES

LEGEND:NOTE:

1. REMOVE EXISTING MATERIALS TO THE DEPTH NECESSARY TO INSTALL THE NEW

PAVEMENT REPLACEMENT SECTION AS SHOWN ON SHEET CP201.

2. SEE SHEET CD101 FOR EXISTING PAVEMENT THICKNESSES AND LOCATIONS.

3. IN AREAS WHERE THE NEW PAVEMENT THICKNESS IS GREATER THAN THE EXISTING

PAVEMENT REMOVED, REMOVE EXISTING BASE COURSE, SUBBASE COURSE AND/OR

SUBGRADE AS NECESSARY TO CONSTRUCT THE THICKER NEW PAVEMENT SECTION.

4. WHERE NEW PAVEMENT IS PLACED OVER EXISTING TURF AREAS, REMOVE A

MINIMUM OF 6" OF THE EXISTING TOPSOIL AND REPLACE WITH SUITABLE FILL.

5. PREVENT UNDERMINING OF EXISTING PAVEMENT TO REMAIN.

6. AT LOCATIONS OF THICKENED EDGE EXPANSION JOINTS, THE CONTRACTOR SHALL

ASSUME THAT THE PAVEMENT AT THAT LOCATION IS 1.3 TIMES THE THICKNESS OF THE

SURROUNDING PAVEMENT. THE CONTRACTOR SHALL ASSUME THAT A THICKENED

EDGE EXPANSION JOINT EXISTS AT THE FOLLOWING LOCATIONS:

- EXISTING PAVEMENT JOINTS ABUTTING EXISTING STRUCTURES.

- THE JOINT BETWEEN SLABS OF DIFFERENT SIZES.

- MISMATCHED JOINT PATTERNS.

PORTLAND CEMENT CONCRETE

ASPHALT CEMENT CONCRETE

PCC

ACC

PROVIDE A SECOND FULL

DEPTH, 38" WIDE SAWCUT

12" INSIDE AREA TO BE REMOVED

PCC

AGGREGATE BASE COURSEABC

INITIAL PAVEMENT

REMOVAL AREA

PCC

DOUBLE/TRIPLE SAWCUT NOTES:

1. WHERE EXISTING CONCRETE PAVEMENT IS TO BE REMOVED AND ADJACENT

CONCRETE IS TO BE LEFT IN PLACE, THE JOINT BETWEEN THE REMOVAL AREA

AND ADJOINING PAVEMENT TO STAY IN PLACE SHALL FIRST BE CUT FULL

DEPTH WITH A STANDARD DIAMOND-TYPE CONCRETE SAW. NEXT, A FULL

DEPTH SAW CUT SHALL BE MADE PARALLEL TO THE JOINT AT LEAST 24 INCHES

FROM THE JOINT AND AT LEAST 6 INCHES FROM THE END OF ANY DOWELS.

THIS SAW CUT SHALL BE MADE WITH A WHEEL SAW (DOUBLE SAWCUT

METHOD) OR TWO FULL DEPTH SAWCUTS WITH A STANDARD DIAMOND-TYPE

CONCRETE SAW SPACED 18 INCHES APART (TRIPLE SAWCUT). WHEEL SAWS

SHALL BE SAWS WITH LARGE DIAMETER TUNGSTEN CARBIDE TIPPED BLADES

MOUNTED ON A HEAVY-DUTY CHASSIS WHICH WILL PRODUCE A SAW KERF AT

LEAST 1-1/2 INCH WIDE. ALL SAWS SHALL BE CAPABLE OF SAWING TO THE

FULL DEPTH REQUIRED. ALL PAVEMENT TO BE REMOVED BEYOND THIS LAST

SAW CUT SHALL BE REMOVED IN ACCORDANCE WITH THE APPROVED

DEMOLITION WORK PLAN. ALL PAVEMENT BETWEEN THIS LAST SAW CUT AND

THE JOINT LINE SHALL BE REMOVED BY CAREFULLY PULLING PIECES AND

BLOCKS AWAY FROM THE JOINT FACE WITH SUITABLE EQUIPMENT AND THEN

PICKING THEM UP FOR REMOVAL. IN LIEU OF THIS METHOD, THIS STRIP OF

CONCRETE MAY BE CAREFULLY BROKEN UP AND REMOVED USING HAND-HELD

JACKHAMMERS, 30 LB OR LESS, OR OTHER APPROVED LIGHT-DUTY

EQUIPMENT WHICH WILL NOT CAUSE STRESS TO PROPAGATE ACROSS THE

JOINT SAW CUT AND CAUSE DISTRESS IN THE PAVEMENT WHICH IS TO REMAIN

IN PLACE. IN LIEU OF THE ABOVE SPECIFIED REMOVAL METHOD, THE SLAB

MAY BE SAWCUT FULL DEPTH TO DIVIDE IT INTO SEVERAL PIECES AND EACH

PIECE LIFTED OUT AND REMOVED. SUITABLE EQUIPMENT SHALL BE USED TO

PROVIDE A TRULY VERTICAL LIFT, AND SAFE LIFTING DEVICES USED FOR

ATTACHMENT TO THE SLAB.

SCALE: NTS

ACC REMOVAL SECTIONC

RAPID DRAINAGE MATERIALRDM

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

_C D

dw g

M . H

U C

T R

N S

CD201

C :\T

N W

1\ G

6E D

G \D

_C D

D W

:4 4:

/1 2/

_N C

S_ 4_

M O

N O

G 6E

D H

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O M

O L

O M

A, N E

N U

T D

R U

M , N

O R

N E

W CB

Obs erv ati on

Well

Gravel Road

Trail

TMH

Rim

=69 3.7

NE=69

0.4

SW=69

0.4

Sum p=

5.3

WMH-02

Rim =69

2.8 4'

Sum p=

6.8

Flus hin g M an ho le

LCx LCx LCx

S S x

E x

C U x

C U

W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

SDx

S D x

S S x

S D x

W x

Wx Wx Wx Wx

" P

60" RCP

" F

8" F

16" F.W.

" F

16" F.W.

X X

Gravel Road

Gate

2' Dia.

Con c.

(Typ ica l)

2' Dia.

Con c.

(Typ ica l)

CP-10

N 1, 8,4

.12

E 1, 0,0

.11

Elev =69

3.3 3'

5/8 " R eb ar with Cap

Set

CP-10

N 1, 8,2

.34

E 1, 1,1

.38

Elev =69

4.9 7'

5/8 " R eb ar with Cap

Set

TMH

Rim

=69 0.9

NE=68

7.5

SW=68

7.5

Sum p=

2.2

SSMH-02

Rim =69

2.4 3'

Safe ty

Cap

Ina cce ssi ble

CB-19

Rim =69

2.4 8'

NE In v=

5.1

NW In v=

5.3

Sum p=

3.8

SSMH-02

Rim =69

4.7 4'

Safe ty

Cap

Ina cce ssi ble

DMH-21

Rim =69

0.7 0'

SE In v=

5.5

NW In v=

5.5

Sum p=

5.6

E x

W x

X X

E x

LCx LCx

46.57' 42 .1

46.57'

10 SPACES @ 50' = 500'

25'

R = 47' 150'60'27.4' 60' 60' 150' 60' 30' 25'

150' 60' 30'60'

38.38'

R=2 5'

R=25'R=2 5'

R=2 5'

INFILTRATION BASIN

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

_C S1

.d w g

M . H

U C

CS101

C :\T

N W

1\ G

6E D

G \D

_C S1

W G

/1 7/

_N C

S_ 4_

M O

N O

G 6E

D H

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O M

O L

O M

A, N E

N U

T D

R U

M , N

O R

N E

LEGEND

AIRCRAFT TIEDOWN-MOORING POINT

1. SEE SHEET CS501 FOR PAVEMENT MARKING DETAILS.

2. SEE SHEET CS502 FOR MOORING POINT AND STATIC GROUND DETAILS.

3. THE FINAL LOCATION OF ALL TIE DOWN AND GROUNDING POINTS SHOWN SHALL

BE ADJUSTED AS NECESSARY SO THAT THE DEVICES ARE A MINIMUM OF 2' FROM

A PLANNED JOINT.

4. ALL NEW PAVEMENT MARKINGS LOCATED ON CONCRETE SHALL BE OUTLINED WITH

A NON-REFLECTIVE 6” BLACK MARKING. THE 6” BLACK MARKING IS NOT SHOWN OR

DIMENSIONED ON THE DRAWINGS FOR CLARITY.

5. EXISTING PAVEMENT MARKINGS NOT WITHIN THE PAVEMENT REMOVAL AREA,

OR INDICATED TO BE REMOVED, THAT ARE MARRED OR REMOVED BY THE

CONTRACTOR’S OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED BY

THE CONTRACTOR AT HIS OWN EXPENSE.

GENERAL SHEET NOTES

SHEET KEYNOTES

1. CH-47 PARKING POSITION MARKING.

2. TAXILANE CENTERLINE MARKING.

3. TAXIWAY EDGE MARKING

4. 1.5' X 20' YELLOW DECEPTIVE SURFACE MARKING.

STATIC GROUND POINT

PLAN

NORTH

50' 100'0

SITE PLAN

W CB

Obs erv ati on

Well

Gravel Road

Trail

TMH

Rim

=69 3.7

NE=69

0.4

SW=69

0.4

Sum p=

5.3

WMH-02

Rim =69

2.8 4'

Sum p=

6.8

Flus hin g M an ho le

LCx LCx LCx

S S x

E x

C U x

C U

W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

SDx

S D x

S S x

S D x

W x

Wx Wx Wx Wx

" P

60" RCP

" F

8" F

16" F.W.

" F

16" F.W.

X X

Gravel Road

Gate

2' Dia.

Con c.

(Typ ica l)

2' Dia.

Con c.

(Typ ica l)

CP-10

N 1, 8,4

.12

E 1, 0,0

.11

Elev =69

3.3 3'

5/8 " R eb ar with Cap

Set

CP-10

N 1, 8,2

.34

E 1, 1,1

.38

Elev =69

4.9 7'

5/8 " R eb ar with Cap

Set

TMH

Rim

=69 0.9

NE=68

7.5

SW=68

7.5

Sum p=

2.2

SSMH-02

Rim =69

2.4 3'

Safe ty

Cap

Ina cce ssi ble

CB-19

Rim =69

2.4 8'

NE In v=

5.1

NW In v=

5.3

Sum p=

3.8

SSMH-02

Rim =69

4.7 4'

Safe ty

Cap

Ina cce ssi ble

DMH-21

Rim =69

0.7 0'

SE In v=

5.5

NW In v=

5.5

Sum p=

5.6

E x

W x

X X

E x

LCx LCx

25'

46.57' 42 .1

46.57'

10 SPACES @ 50' = 500'

150'60'27.4' 60' 60' 150' 60' 30' 25'

R=2 5'

R=25'R=2 5'

R=2 5'

.9 3'

1 1

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

_C S1

dw g

M . H

U C

CS101A

C :\T

N W

1\ G

6E D

G \D

_C S1

D W

G 8:

C _N

C S_

4_ M

O N

O .C

6E D

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O M

O L

O M

A, N E

N U

T D

R U

M , N

O R

N E

LEGEND

AIRCRAFT TIEDOWN-MOORING POINT

1. SEE SHEET CS501 FOR PAVEMENT MARKING DETAILS.

2. SEE SHEET CS502 FOR MOORING POINT AND STATIC GROUND DETAILS.

3. THE FINAL LOCATION OF ALL TIE DOWN AND GROUNDING POINTS SHOWN SHALL

BE ADJUSTED AS NECESSARY SO THAT THE DEVICES ARE A MINIMUM OF 2' FROM

A PLANNED JOINT.

4. ALL NEW PAVEMENT MARKINGS LOCATED ON CONCRETE SHALL BE OUTLINED WITH

A NON-REFLECTIVE 6” BLACK MARKING. THE 6” BLACK MARKING IS NOT SHOWN OR

DIMENSIONED ON THE DRAWINGS FOR CLARITY.

5. EXISTING PAVEMENT MARKINGS NOT WITHIN THE PAVEMENT REMOVAL AREA,

OR INDICATED TO BE REMOVED, THAT ARE MARRED OR REMOVED BY THE

CONTRACTOR’S OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED BY

THE CONTRACTOR AT HIS OWN EXPENSE.

GENERAL SHEET NOTES

SHEET KEYNOTES

1. CH-47 PARKING POSITION MARKING.

2. TAXILANE CENTERLINE MARKING.

3. TAXIWAY EDGE MARKING

4. 1.5' X 20' YELLOW DECEPTIVE SURFACE MARKING.

STATIC GROUND POINT

PLAN

NORTH

50' 100'0

SITE PLAN - OPTION #1

NOT TO SCALE

TAXIWAY / TAXILANE / APRON

EDGE MARKING DETAIL

6" 6"

O U

NOT TO SCALE

TAXILANE / TAXIWAY CENTERLINE MARKING DETAIL

6"…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 25, 2022.