W912HV-22-B-0004_Drawings.pdf

PDF 30 MB Posted Nov 2, 2021

Attached to: Replace Munitions Structures, Kadena Air Base, Okinawa, Japan Federal contract opportunity
Solicitation number: W912HV22B0004
Issued by: Department of the Army Corps of Engineers Engineering District Japan

About this file

Written by GovTribe AI · Dec 28, 2023

This document outlines a federal contract opportunity to replace munitions storage structures at Kadena Air Base in Okinawa, Japan. The solicitation calls for demolishing 13 earth-covered igloos and 1 above-ground magazine, then replacing them with 14 new earth-covered igloos and 1 above-ground magazine. The new igloos must accommodate current and future munitions assets and feature large sliding doors. The new above-ground magazine must have drive-in access for a 22,000-pound forklift and doors at least 34 feet wide by 20 feet high. All new facilities must have two-level intrusion detection systems, steel bars at openings greater than 96 square inches, and high-security hasps per Air Force instructions. The project scope includes asbestos abatement, lead paint abatement, and testing. The contracting agency is the Department of the Army Corps of Engineers Engineering District Japan.

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Other files for this federal contract opportunity

Other files attached to Replace Munitions Structures, Kadena Air Base, Okinawa, Japan, newest first.
File	Type	Posted
Abstract OF1419-W912HV22B0004.pdf	PDF	Apr 22, 2022
W912HV22B0004_AM-0002.pdf	PDF	Apr 14, 2022
01 11 00.00 10-C GOVERNMENT FURNISHED PROPERTY.pdf	PDF	Apr 14, 2022
W912HV22B0004_AM-0001 Specifications.pdf	PDF	Mar 28, 2022
W912HV22B0004_AM-0001.pdf	PDF	Mar 28, 2022
W912HV-22-B-0004_AM-0001 Drawings.pdf	PDF	Mar 28, 2022
Site Visit Sign-In Sheet.pdf	PDF	Mar 15, 2022
W912HV22B0004_ As-Built Drawings.pdf	PDF	Mar 15, 2022
W912HV22B0004.pdf	PDF	Nov 2, 2021
W912HV-22-B-0004 Specifications.pdf	PDF	Nov 2, 2021
MUNS Representative Dwgs for Demo.pdf	PDF	Nov 2, 2021

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KADENA AIR BASE

IE SHIMA

ISHIKAWA S.

E A S T C H I N A S E A

P A C I F I C O C E A NNAHA C.

NAGO C.

SHEET ID

D R

A W

N B

K O

N D

D E

N E

D B

K O

N D

S U

B M

E D

B Y

R O

B B

E R

T S

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

S J A

P A

N D

T O

A W

A J A

P A

C H

E C

K E

D B

N I

US Army Corps of Engineers ®

D R

A W

C O

D E

PLOT SCALE:PLOT DATE: RTA

1 2 3 4 5 6 7 8 9 10

FILE PATH:

N A

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-6

-7 w w w .e x p F e d e ra l.

c o m

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F B

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U N

N S

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1 : 209/24/2020 2:34:15 PM

C:\Users\kondoe\Documents\ARCH-AGM_KAB2018_KondoE.rvt

S E

P T

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-A G

M K

A B

V T

G-001

G E

N E

R A

C O

V E

R S

H E

E T

US Army Corps of Engineers ®

JAPAN DISTRICT

RENDERING VICINITY MAP

ARCHITECTURAL

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

(NAME AND LICENSE)

FIRE PROTECTION

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

(NAME AND LICENSE)

COMMUNICATIONS

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

(NAME AND LICENSE)

DESIGNER OF RECORD

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

(NAME AND LICENSE)

MECHANICAL

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

(NAME AND LICENSE)

CIVIL

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

(NAME AND LICENSE)

STRUCTURAL

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

(NAME AND LICENSE)

ELECTRICAL

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

(NAME AND LICENSE)

AREA MAP

KADENA AIR BASE, OKINAWA, JAPAN

LXFB123876 REPLACE MUNITIONS STRUCTURES,

KADENA AMMO STORAGE ANNEX SITE #1

RTA

MUNITIONS ENTRY GATE

M A

R K

D E

S C

N D

A T

S E

P T

I S

S U

A T

O C

F Y

X F

E P

L A

C E

U N

I T

I O

N S

U C

T U

R E

K A

D E

T O

R A

I T

K A

D E

K I N

A W

J A

P A

W912HV-22-B-0004

GENERAL NOTES GENERAL SYMBOLS

A-100

DESIGN DISCIPLINE: A -

ARCHITECTURE

SHEET NUMBER WITHIN SERIES

ANNOTATION CALLOUTS

1 Ref

A101

SIM

A101

SIM

DIRECTION OF VIEW

LETTER INDICATES BUILDING SECTION

NUMBER INDICATES ELEV OR DETAIL

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

NUMBER INDICATES DETAIL NO.

PLATE NUMBER WHERE DETAIL IS

DRAWN

DIRECTION OF VIEW

PLATE NUMBER WHERE ELEVATION IS

DRAWN

ELEVATION DRAWING NUMBER

INTERIOR ELEVATION DRAWING NUMBER

PLATE NUMBER WHERE ELEVATION IS

DRAWN

DIRECTION OF VIEW

1 Ref

1Ref

4A-101

SHEET NUMBERING SYSTEM

1 Ref

A101

SIM

NORTH

DIRECTION INDICATOR

GRAPHIC SCALE

1. ALL INSTALLATION AND NEW WORK FOR THIS PROJECT SHALL BE IN

ACCORDANCE WITH THE CONTRACT DRAWINGS AND

SPECIFICATIONS.

2. VISIT THE PROJECT SITE INDICATED IN THE CONTRACT DRAWINGS

AND VERIFY EXISTING SITE CONDITIONS. ALL DIMENSIONS AND

QUANTITIES RELATED TO THE PROJECT SHALL BE VERIFIED PRIOR

TO COMMENCEMENT OF WORK.

3. DAMAGE CAUSED BY REMOVAL OPERATIONS OR CONSTRUCTION

ACTIVITY IN ALL AREAS OF THE PROJECT SITE SHALL BE

REPAIRED/RESTORED TO THE APPROXIMATE ORIGINAL CONDITIONS

OR BETTER AND SATISFACTORY TO THE CONTRACTING OFFICER AT

NO COST TO THE GOVERNMENT.

4. ANY DEVIATIONS FROM THE CONTRACT DRAWINGS WHICH ARE

REQUIRED BY FIELD CONDITIONS DIFFERING FROM THOSE

INDICATED ON THE DRAWINGS SHALL BE CALLED TO THE

ATTENTION OF THE CONTRACTING OFFICER FOR APPROVAL PRIOR

TO COMMENCING WITH THE WORK.

5. ALL MATERIALS REQUIRED TO BE REMOVED IN THIS PROJECT SHALL

LEAVE THE AREA CLEAN AND COMPLETE TO THE SATISFACTION OF

THE CONTRACTING OFFICER.

6. UPON COMPLETION OF ALL WORK IN THIS PROJECT, LEAVE THE

AREA CLEAN AND COMPLETE TO THE SATISFACTION OF THE

CONTRACTING OFFICER. ALL WORK AREAS SHALL BE MAINTAINED

IN A NEAT AND ORDERLY MANNER AND SHALL BE CLEANED ON A

DAILY BASIS. CONSTRUCTION DEBRIS AND MATERIALS SHALL NOT

BE ALLOWED TO BE TRACKED OR CARRIED OUTSIDE THE

CONSTRUCTION BOUNDARIES AND SHALL BE CLEANED

IMMEDIATELY WHEN INCIDENTAL ISSUES OCCUR.

7. ALL INDICATED SIZE AND DIMENSIONS ARE IN MILLIMETERS UNLESS

NOTED OTHERWISE.

8. COORDINATE ACCESS TO VISITOR PASS OFFICE DURING

CONSTRUCTION WITH CONTRACTING OFFICER REPRESENTATIVE.

9. REMOVE AND REINSTALL ANY SIGN, FIXTURES, RECEPTACLES, ETC.

AS NEEDED TO ACCOMMODATE NEW CONSTRUCTIONS.

10. SECURE AND WEATHER PROTECT ANY ROUGH OPENINGS DURING

NON-WORKING HOURS.

INDEX

PLAN NORTH

SHEET ID

D R

A W

N B

K O

N D

D E

N E

D B

K O

N D

S U

B M

E D

B Y

R O

B B

E R

T S

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

S J A

P A

N D

T O

A W

A J A

P A

C H

E C

K E

D B

N I

US Army Corps of Engineers ®

D R

A W

C O

D E

PLOT SCALE:PLOT DATE: RTA

1 2 3 4 5 6 7 8 9 10

FILE PATH:

N A

V E

S U

A G

-6

-7 w w w .e x p F e d e ra l.

c o m

F Y

L X

F B

R E

P L

A C

E M

U N

N S

S T

R U

C T

U R

E S

K A

D E

N A

A M

M O

S T

O R

A G

E A

N N

E X

D E

N A

B A

S E

A W

J A

P A

1 : 649/24/2020 2:34:16 PM

C:\Users\kondoe\Documents\ARCH-AGM_KAB2018_KondoE.rvt

S E

P T

A R

C H

-A G

M K

A B

V T

G-002

G E

N E

R A

G E

N E

R A

L N

O T

E S

B B

R E

N S

N D

I N

D E

M A

C R

D A

T E

S E

I S

S U

A T

O C

F Y

E P

L A

I T

I O

U C

T U

R E

K A

D E

T O

R A

K A

D E

K I N

A W

J A

P A

39807

70521

23522

21450

21449

80113

70089

70733

70330

21463

25432

82708

79953

25443

80403

46014

46120

70700

70756

82331

22765

10336

10201

47009

46025

46122

78151

80224

82415

83300

80846

83566

80902

8 3

46027

73553

53186

83534

71497

73555

23628

78172

78151

80100

83508

83379

80731

83618

70758

70128

83439

71496

83382

80745

10202

82651

54150

38132

70734

70302

30077

39808

39810

80766

55058

80830

82374

85519

20141

71449

53108

55059

55057

70839

73306

70157

Text

55085

55086

73523

38134

55087

0 3

70027

73112

55066

80876

83515

83383

80139

70088

70149

83436

50124

50126

21462

55036

83535

55044

82917

55020

55054

55032

55024

55040

55028

89905

55048

25439

54151

73416

25442

25441

80831

80429

89471

80446

21456

24082

73566

10319

20149

71463

71450

71498

73589

53101

25440

20334

20335

55053

73335

10375

80614

82943

83559

82714

82702

82915

82104

82905

82722

46015

53185

73056

73490

73531

50130

80227

73396

24081

82310

82309

81701

20139

87017

80435

70176

70087

70138

39809

70028

70324

80155

70323

71456

71495

N-7

P-11

P-3

P-15

B a r r i e r

P-7

L-8

L o c a l i z i t i c a l e a

N-12 f t

L-12

L-4

SA-2C-W

N-9

SA-1A

D f t

T r i m d

P-10

Y d m s f t f t

Service Apron 1

Taxiway F f t

P-1 f t

N-10

Par

Runway 05R/23L

HP-10

Taxiway L

W T

B a r r i

M-2

Taxiway P

Tax iw ay K

OS-1

N-1

T C f t

N-3

P-2 f t

W i n d o c k

L-3

P-13

W i c k

Serv ice

Apron 4

L-6

P A

P-5

Taxiway L

8 Figh ter

A pro n

N-5

P i t i c e a f t

L f t

P i t i c e a

Figh ter

A pro n

Runway 05L/23R

L-1

N-14

B a r r i

Taxiway A

N-13

N-6

P-9

H t

N-2

SA-2B-E

SA-1C

f t

X f t

P i t i c e a

L-5

S f t

Vortac

B a r r i f t

SA-2B-W

W i c k

Runway 05L/23R

Figh ter

A pro n T ax ila ne f t

Service Apron 3

Tax iw ay K

L-2

P-6 f t

Tax iw ay W

L f t

Tran sie nt am p

Taxiway K

Tax iw ay G

Taxiway H

OS-2

Y f t

Taxiway N

Ta xi w ay

N x

M-1

Taxiway E

Runway 05R/23L

L-7

Tax iw ay G f t

Runway 05R/23L f t

Serv ice

Apron 5

N-11

Tax iw ay G

OS-3

L f t

C m p

Taxiway L

P-8

C r i t i c e a

Taxiway M

M-3

SA-1B

R p o p e

OPS Spots

Figh ter

A pro n T ax ila ne

(U pp er Flig ht Ram p) f t

Taxiway D

P A

B i r d b a t h

N-15

Taxiw ay D

W e i g h

Taxiway B

Taxiway C f t

Serv ice A pro n 2

Taxiw ay E

R i n s c i l i t y

Runway 05L/23R

P i t i c e a

T r d

R p o p e

G l i o p e

B a r r i

Taxiway C

L-13

Taxiway D

P-4

Taxiway K

Taxiway F

EOR

B a r r i

Tax iw ay J

JIM

Y `S

W A

BUSICK DR

H A

M P

S H

I R

D A

SCHREIBER AVE

E N

A U

I N

I E

D O

U G

L A

L V

OMAHA AVE

I E

I B

D E

L M

A N

N D

I G

P E

A S

E R

I S

O M

A H

V E

Z E

A M

E R

S T

H A

U R

T O

N S

STETHEM S

STALHECKER ST

L I

L O

E N

G E

R D

I L

P H

O E

A V

I L

L A

R O

C Q

U E

D R

P E

A S

I E

I L L I A

M O

LLA

D S

I L

P A

T T

E R

S O

V E

S E

A V

E R

A I R

F I E

E S

I L

BONG DR

I N

W E

S T

B R

O O

K A

V E

E R

A V

P A

T T

E R

S O

V E

Outdoor Rec. Center

HAWC WICO

Marek Park

Kenney Park

Falcon Gym

4-Diamonds

Youth Center

Scuba Rental/Repair/Boat House

O'Conner Youth Gym

Marek Park

Risner Gym

Rodriguez Park

Millenium Teen Center

73111

73114

73107

73109

73151

73128

71207

71209

73552

73551

73508

73513

73512

73509

73106

73553

Taxiway W

ALKER

R D

R O

U T

R O

U T

SHEET ID

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

F I L

A M

I S

S U

A T

C O

N T

R A

S O

L I C

I T

A T

I O

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

O K

I N

A W

J A

P A

C H

E C

K E

I S

D R

A W

I N

O D

RTA

1 2 3 4 5 6 7 8 9 10

I C

H I G

S U

I T

C H

I C

A G

I L

T w w w e x p f e d e r a l c o m

F Y

E P

L A

C E

M U

N I T

I O

U C

T U

R E

A D

E N

A M

R A

K A

D E

K I N

A W

J A

P A

M A

C R

I P

T I O

N D

A T

J U

US Army Corps of Engineers ®

GC101

C I V

I L

A C

C E

O U

T E

A T

E I

A T

E I

O B

E R

T S

O B

E R

T S

L X

F B

C D

W G

2001000

M 1:10000

[m]

900 1000800700600500300 400

GENERAL NOTES:

1. THE CONTRACTOR SHALL PROVIDE UNRESTRICTED ACCESS TO THE SITE BY

AUTHORIZED PERSONNEL FOR INSPECTION PURPOSES DURING THE ENTIRE

CONSTRUCTION PERIOD.

2. CONTRACTOR ACCESS TO THE WORK SITE SHALL BE AS SHOWN ON THIS SHEET

UNLESS OTHERWISE APPROVED BY THE CONTRACTING OFFICER. THE CONTRACTOR

SHALL AT ALL TIMES ENSURE AGAINST UNAUTHORIZED ENTRY OR ACCESS TO THE

SECURED AREAS OF THE CONSTRUCTION.

3. ALL CONTRACTOR AND SUBCONTRACTOR PERSONNEL, VEHICLES, EQUIPMENT AND

OTHER MATERIALS SHALL REMAIN WITHIN THE LIMITS OF CONSTRUCTION AND

WITHIN THE SITE ACCESS AND HAUL ROUTES DESIGNATED ON THE PLANS.

4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE OFF BASE HAUL

ROUTES WITH THE APPROPRIATE AUTHORITIES. HAULING ON BASE SHALL NOT

INTERFERE WITH BASE OPERATIONS.

5. ALL WORK, MOVEMENT AND PARKING OF EQUIPMENT SHALL, IN ADDITION TO THE

REQUIREMENTS OF THESE SPECIFICATIONS AND ORDERS OF THE CONTRACTING

OFFICER, BE IN ACCORDANCE WITH KADENA AIR BASE REQUIREMENTS.

SAFETY NOTES:

1. EACH PERSON ENTERING ALL BASES AND INSTALLATIONS IS REQUIRED TO CARRY A

BASE PASS AND IDENTIFICATION, OR TO BE ESCORTED AT ALL TIMES BY A PERSON

CARRYING AN AUTHORITY-ISSUED ESCORT BADGE.

2. EACH VEHICLE ENTERING ALL BASES AND INSTALLATIONS IS REQUIRED TO HAVE

VEHICLE PASSES REQUIRED BY SECURITY FORCES.

3. VEHICLES AND PERSONS ENTERING KADENA AIR BASE ARE SUBJECT TO SEARCH

AND INSPECTION PRIOR TO ENTERING. CONTRACTORS ARE EXPECTED TO

FAMILIARIZE THEMSELVES WITH AND COMPLY WITH THESE PROCEDURES.

4. ALL VEHICLE DELIVERIES SHALL BE COORDINATED, IN ADVANCE, WITH THE

CONTRACTING OFFICER, SO THAT THE GATE GUARDS MAY BE NOTIFIED. VEHICLE

OPERATORS MUST HAVE IN THEIR POSSESSION A COMMERCIAL MANIFEST

IDENTIFYING THE CONTENTS OF THE VEHICLE AND/OR TRAILER WHEN ARRIVING AT

THE GATE.

5. REQUESTS FOR EXCEPTIONS TO THE POLICIES AND PROCEDURES OF THIS

DOCUMENT SHALL BE COORDINATED IN ADVANCE THROUGH THE CONTRACTING

OFFICER.

6. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

CONTRACTOR ACCESS, HAUL ROUTE AND STAGING NOTES:

1. CONTRACTOR LAYDOWN/STAGING AREA IS SHOWN ON SHEET C-101.

2. GATE 1 SHALL BE THE ACCESS POINT FOR ALL KADENA AIR BASE CONSTRUCTION

TRAFFIC. ENTRY VIA OTHER KADENA AIR BASE GATES IS PROHIBITED, UNLESS

OTHERWISE APPROVED BY THE CONTRACTING OFFICER. THE CONTRACTOR MAY

EXIT THE BASE VIA ANY OPEN GATE.

3. CONTRACTOR'S EMPLOYEES WILL ONLY PARK IN AREAS DESIGNATED BY THE

CONTRACTING OFFICER.

4. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE EMPLOYEE

TRANSPORTATION BETWEEN THE WORK AND STAGING AREAS IF NECESSARY.

5. ALL CONSTRUCTION TRAFFIC SHALL TRAVEL ON THE ROUTES INDICATED ON THIS

DRAWING, OR AS APPROVED BY THE CONTRACTING OFFICER.

6. BASE EMERGENCY VEHICLES MUST HAVE UNRESTRICTED USE OF THE EXISTING

ON-SITE HAUL ROUTES AT ALL TIMES; THE CONTRACTOR USE OF THE ON-SITE HAUL

ROUTE SHALL BE SUCH THAT THE EMERGENCY RESPONSE VEHICLES CAN OPERATE

ON THESE ROADS WITHOUT DELAYS TO THE EMERGENCY RESPONSE TIME.

7. CONTRACTOR SHALL STAY WITHIN THE CONSTRUCTION WORK AREAS.

8. UNLESS NOTED OTHERWISE, ALL CONTRACTOR EQUIPMENT MUST BE TAKEN BACK

TO THE STAGING AREA UPON THE COMPLETION OF WORK EACH DAY.

9. CONTRACTOR IS RESPONSIBLE FOR SECURING THEIR EQUIPMENT, MATERIALS AND

VEHICLES.

10. ON-SITE HAUL ROUTES SHALL BE MAINTAINED BY THE CONTRACTOR AND SHALL BE

RESTORED TO THE ORIGINAL OR BETTER CONDITION, UPON PROJECT COMPLETION.

A CONDITION REPORT OF THE BEFORE AND AFTER CONDITION OF ON-SITE HAUL

ROUTES SHALL BE PREPARED JOINTLY BY THE CONTRACTOR AND THE

CONTRACTING OFFICER. FENCING, DRAINAGE, GRADING AND TEMPORARY HAUL

ROUTES OR ACCESS POINTS ON THE SITE SHALL BE THE CONTRACTOR'S TOTAL

RESPONSIBILITY AND SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR

TO THE WORK. DAMAGE TO THE PAVEMENT DUE TO CONSTRUCTION TRAFFIC SHALL

BE RESTORED TO ORIGINAL OR BETTER CONDITION AT NO EXTRA COST TO THE

GOVERNMENT.

11. STAGING AREA - THE CONTRACTOR SHALL MAKE PROVISIONS FOR ANY REQUIRED

UTILITIES AT HIS OWN EXPENSE.

12. ALL BARRICADE LIGHTING SHALL BE VERIFIED BY THE CONTRACTOR FOR PROPER

OPERATION AT THE END OF EACH DAY BEFORE CONTRACTOR CEASES OPERATION.

13. ALL COSTS ASSOCIATED WITH PREPARING THE STORAGE AND STAGING AREA SITE

SHALL BE BORNE BY THE CONTRACTOR. THIS INCLUDES, BUT IS NOT LIMITED TO

CLEARING AND GRADING OF THE SITE, CONSTRUCTION OF ALL TEMPORARY

UTILITIES, ACCESS ROADS, ALL SECURITY FENCING, RESTORATION OF THE SITE AT

PROJECT COMPLETION.

14. THE CONTRACTOR SHALL RESTORE ALL GRASSED AREAS USED FOR HAUL ROADS

TO THEIR ORIGINAL CONDITION, INCLUDING THE ESTABLISHMENT OF GRASS.

GATE ACCESS

FROM GATE 1

CONSTRUCTION

HAUL ROUTE

MUNITIONS GATE

ACCESS TO PROJECT AREA

SCALE 1:10000

ACCESS AND HAUL ROUTE

LEGEND:

ACCESS AND HAUL ROUTE

S E

E P

I S

S U

A T

O C

F Y

L X

F B

E P

L A

I T

I O

U C

T U

R E

K A

D E

T O

R A

K A

D E

K I N

A W

J A

P A

BB101

I V

I L

B O

R I N

A T

E I

A T

E I

O B

E R

T S

O B

E R

T S

L X

F B

B D

W G

SHEET ID

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

F I L

A M

I S

S U

A T

C O

N T

R A

S O

L I C

I T

A T

I O

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

O K

I N

A W

J A

P A

C H

E C

K E

I S

D R

A W

I N

O D

RTA

1 2 3 4 5 6 7 8 9 10

I C

H I G

S U

I T

C H

I C

A G

I L

T w w w e x p f e d e r a l c o m

F Y

E P

L A

C E

M U

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1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH APPLICABLE FEDERAL AND LOCAL LAWS, CODES, ORDINANCE AND THE STANDARDS OF KADENA AIR BASE, JAPAN.

2. THE CONTRACTOR SHALL COORDINATE AND OBTAIN CLEARANCES AND PERMITS FROM BASE CIVIL

ENGINEERING PRIOR TO EXCAVATION ACTIVITIES.

3. THE DISRUPTION OF UTILITY SERVICES SHALL BE MINIMIZED. BASE CIVIL ENGINEERING SHALL APPROVE IN

ADVANCE ANY SERVICE INTERRUPTIONS AND THE REMOVAL OF EXISTING UTILITY LINES. TEMPORARY

SERVICE FOR WATER AND SEWER SHALL BE PROVIDED AS PART OF THE WORK.

4. ALL DISTANCES, DIMENSIONS, AND ELEVATIONS ARE IN THE METRIC SYSTEM UNLESS OTHERWISE INDICATED.

5. PROVIDE SHORING FOR TRENCH EXCAVATION WORK THAT EXCEEDS 1.50 M IN DEPTH.

6. CONTRACTOR SHALL PROVIDE FENCING AND/OR BARRICADES FROM THE WORK AREA TO THE NEAREST

STREET OR OTHER PREDETERMINED DEMARCATION LINE AND BE RESPONSIBLE FOR MAINTAINING THE

GROUNDS WITHIN IN ACCORDANCE WITH THE PROJECT CONSTRUCTION DOCUMENTS THROUGHOUT THE

PERIOD OF WORK.

7. ALL EXISTING UTILITY LINES THAT ARE BEING REPLACED SHALL BE REMOVED AND DISPOSED OF OFF SITE

UNLESS OTHERWISE INDICATED.

8. THE CONTRACTOR SHALL CONDUCT HIS CONSTRUCTION OPERATIONS WITH MINIMAL INTERFERENCE TO

ROADS, DRIVEWAYS, PARKING AREAS, AND VEHICULAR FACILITIES. THE CONTRACTOR SHALL USE ITS BEST

EFFORTS TO PROVIDE CONTINUOUS TRAFFIC FLOW IN ALL DIRECTIONS AT ALL TIMES.

9. THE LOCATIONS OF COVERED SLABS, AC PAVEMENTS, PIPES, UNDERGROUND STRUCTURES, OR OTHER

UTILITIES SHOWN ON THESE PLANS ARE BASED ON VISIBLE FEATURES ON THE GROUND OR AVAILABLE

DRAWINGS PROVIDED BY OTHERS, AND ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE TYPE OF

MATERIALS, EXACT LOCATION, SIZE AND DEPTH OF ALL UTILITIES PRIOR TO THE START OF WORK.

10. THE CONTRACTOR SHALL VERIFY THE WATER MAIN LOCATIONS SHOWN ON THE DRAWINGS AND SHALL

PERFORM THE NECESSARY FIELD VERIFICATION TO AVOID DISRUPTION.

11. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, SIZES AND MATERIALS OF PROPOSED CONNECTIONS TO

EXISTING UTILITIES. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION DURING EXCAVATION ACTIVITIES

IN THESE LOCATIONS.

12. EXISTING UTILITIES TO BE RECONNECTED SHALL BE EXPOSED TO DETERMINE ACTUAL TYPE OF MATERIAL

AND SIZE. PROCURE THE APPROPRIATE TRANSITION COUPLINGS BEFORE STARTING TEMPORARY OUTAGES

FOR RECONNECTION.

13. THE CONTRACTOR SHALL REVIEW THE PLANS AND NOTIFY CONTRACTING OFFICER IMMEDIATELY OF ANY

DISCREPANCIES FOUND BEFORE PROCEEDING WITH THE WORK.

14. DUE TO VARIATIONS AND CONSTRAINTS, EACH UTILITY TIE IN LAYOUT WILL BE DETERMINED BY ITS ACTUAL

FIELD CONDITIONS. CHANGES TO THE DESIGN CONFIGURATION REQUIRE APPROVAL OF CONTRACTING

OFFICER AND SHALL BE DOCUMENTED ON THE AS-BUILT DRAWINGS.

15. ALL EXISTING UTILITIES, VALVE BOXES AND MANHOLES WHETHER SHOWN OR NOT SHOWN ON THE PLANS

THAT ARE AFFECTED BY TRENCHING WORK SHALL BE PROTECTED AT ALL TIMES DURING CONSTRUCTION, IF

DISTURBED THEY SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AND ANY DAMAGE SHALL BE

REPAIRED AT NO COST TO THE GOVERNMENT.

16. THE CONTRACTOR SHALL PROVIDE TEMPORARY ACCESS PROTECTION FOR EQUIPMENT, TRUCKS OR OTHER

CONSTRUCTION VEHICLES TO PREVENT ANY DAMAGE TO EXISTING AND/OR NEWLY INSTALLED PAVEMENT.

17. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AREAS THAT ARE KNOWN TO HAVE

UNDERGROUND UTILITIES. HAND EXCAVATION IS REQUIRED WITHIN 0.90 M OF ANY EXISTING UTILITIES. IN

CASE WHERE THE DEPTH OR ELEVATION ARE NOT INDICATED ON THE PLANS, THE CONTRACTOR SHALL

PROCEED WITH CAUTION AND SHALL BE RESPONSIBLE FOR ANY DAMAGES INCURRED DURING EXCAVATION

ACTIVITIES.

18. IT IS EXPECTED THAT WORK WILL BE PERFORMED IN AREAS OF PREVIOUSLY DISTURBED SOIL.

NONETHELESS, CULTURAL ASSETS MAY BE PRESENT WITHIN THE WORK AREA, AND CAUTION MUST BE

EXERCISED DURING GROUND DISTURBANCE. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER ONE

(1) WEEK PRIOR TO EXCAVATIONS FOR WORK TO BE PERFORMED IN PREVIOUSLY UNDISTURBED SOIL OR

WITHIN ENVIRONMENTALLY SENSITIVE AREAS. THE CONTRACTING OFFICER WILL NOTIFY THE BASE CIVIL

ENGINEER (BCE) AND ENVIRONMENTAL OFFICE. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING

OFFICER UPON DISCOVERY OF CULTURAL ASSETS.

19. ALL FENCES SHOWN IN CONTRACT DRAWING WILL NEED TO BE RESTORED IF CONSTRUCTION REQUIRES

TEMPORARY REMOVAL DUE TO TRENCHING.

20. EXISTING ASPHALT CONCRETE PAVEMENT, CONCRETE CURB AND GUTTER, CONCRETE WALKS, CONCRETE

SCREEN WALLS, FENCES, TREES, NATURAL DRAINAGE SWALES, AND OTHER STRUCTURES THAT ARE

DISTURBED OR DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE RESTORED TO ITS

ORIGINAL OR BETTER CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT.

21. UNPAVED AREAS DISTURBED DURING CONSTRUCTION SHALL BE FULLY RESTORED USING SEED AND

FERTILIZER IMPREGNATED, NON-WOVEN COTTON FABRIC, PER SEEDING SPECIFICATION 32 92 19, FOR

SLOPES FLATTER THAN 4:1. SLOPES STEEPER THAN 4:1 SHALL BE SODDED, PER SODDING SPECIFICATION

SECTION 32 92 23.

22. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES AND AVOID PONDING

CONDITIONS ANYWHERE ON SITE. STORM WATER IS TO BE DIRECTED TO STORM WATER CONVEYANCE

STRUCTURES.

23. TRAFFIC CONTROL SIGNS SHALL BE BILINGUAL (ENGLISH AND JAPANESE).

24. THE PROJECT SITE HAS THE POTENTIAL FOR UNEXPLODED ORDINANCE. CONTRACTOR TO COMPLY WITH THE

BASE CIVIL ENGINEERING SQUADRON'S UXO POLICY FOR ALL CONSTRUCTION ACTIVITIES.

GENERAL NOTES CIVIL NOTES

GENERAL

1. THE CONTRACTOR SHALL PROVIDE TEMPORARY CONNECTION TO EXISTING LINES AS REQUIRED FOR

TESTING AND/OR TO MINIMIZE WATER AND SEWER SERVICE INTERRUPTION BEFORE THE REMOVAL OF ANY

PORTION OF EXISTING LINES. ALL EXISTING WATERLINES ARE ASSUMED TO BE NON-ASBESTOS CEMENT PIPE

(ACP), UNLESS OTHERWISE NOTED IN THE DRAWINGS.

2. CONSTRUCTION OF NEW WATER LINES SHOULD NOT BE REQUIRED FOR THE CONSTRUCTION SCOPE OF THIS

PROJECT; HOWEVER, IF EXISTING WATER LINES ARE DAMAGED DURING CONSTRUCTION, NEW WATER LINES

MUST BE CONSTRUCTED PER BASE CIVIL ENGINEER SQUADRON STANDARDS INCLUDING TESTING

REQUIREMENTS.

3. CONTRACTOR SHALL PROTECT EXISTING PAVEMENTS UNLESS REMOVAL IS INDICATED ON PLANS. IF

DAMAGED DURING CONSTRUCTION THE PAVEMENT SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT

NO ADDITIONAL COST TO THE CONTRACT.

4. CONTRACTOR SHALL PROTECT THE EXISTING CONCRETE DITCHES DURING CONSTRUCTION UNLESS

OTHERWISE INDICATED ON PLANS. ANY CONCRETE DITCHES DAMAGED DURING CONSTRUCTION

OPERATIONS, SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR, TO EXISTING CONDITIONS AT NO

ADDITIONAL COST TO THE CONTRACT.

5. LOCATION OF UTILITY LINES IS BASED ON GIS MAPPING. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD

VERIFICATION OF EXISTING UTILITIES BEFORE GROUND DISTURBANCE.

6. FOR THE INSTALLATION OF THE UNDERGROUND ELECTRICAL CONDUIT, THE CONTRACTOR MAY UTILIZE A

DIRECTIONAL BORING METHOD IN LIEU OF A TRENCH AS INDICATED ON PLANS, OR A COMBINATION OF

THOSE METHODS.

7. EXISTING COMMUNICATIONS LINES ARE SHOWN FOR REFERENCE PER GIS MAPPING. EXISTING LINES WITHIN

THE LIMITS OF CONSTRUCTION CAN BE REMOVED OR ABANDONED IN PLACE. THE CONTRACTOR IS NOT

REQUIRED TO PROTECT, MAINTAIN SERVICE, OR RECONNECT COMMUNICATION INFRASTRUCTURE WITHIN

THE LIMITS OF CONSTRUCTION.

LOCATION OF WATER LINES

1. THE LOCATION OF THE WATER LINES SHOWN ON THE DRAWINGS IS BASED ON GIS INFORMATION, NOT

UTILITY LOCATES AND SURVEYED PAINT MARKS. FIELD VERIFICATION OF THE LOCATION OF EXISTING WATER

LINES IS REQUIRED PRIOR TO DIGGING.

SURVEY NOTES

1. SITE CONTROL WAS ESTABLISHED USING THE TRIMBLE R8M3 GNSS GPS RECEIVER WITH TRIMBLE “SURVEY

CONTROLLER” SOFTWARE.

2. CONTROL SURVEY FOR THE PROJECT WAS CONDUCTED BY DAICHI SOKUYOU SEKKEI, CO. LTD. CERTIFIED BY

THE GOVERNMENT OF JAPAN, OKINAWA PREFECTURE GENERAL BUREAU CONSTRUCTION DEVELOPMENT

DIVISION AS A LICENSED LAND SURVEYING FIRM UNDER REGISTRATION NO. 3-29025.

3. THE HORIZONTAL AND VERTICAL POSITIONS USED FOR THIS PROJECT ARE BASED UPON GPS OBSERVATIONS

IN THE JAPAN GEODETIC DATUM (JDG) 2011 ZONE 15 GRID COORDINATE SYSTEM.

4. XY COORDINATES USED IN DRAWINGS REFER TO HORIZONTAL DATUM JGD 2011 ZONE 15, IN METERS.

5. AERIAL PHOTOGRAPHY FLOWN IN APRIL 2017.

EXCAVATION NOTES

EXCAVATION REQUIREMENTS

1. CONTRACTOR MAY CHOOSE TO CUT EXISTING SOD IN THE DISTURBED AREAS AND REINSTALL; HOWEVER, RESTORATION OF ALL DISTURBED AREAS SHALL BE ACHIEVED.

2. EXCAVATE TO CONTOURS, ELEVATIONS, AND DIMENSIONS INDICATED. REUSE EXCAVATED MATERIALS

THAT MEET THE SPECIFIED REQUIREMENTS.

3. EXCAVATIONS SHALL EXTEND SUFFICIENT DISTANCE FROM WALLS AND FOOTINGS TO ALLOW FOR PLACING

AND REMOVING FORMS.

4. EXCAVATION BELOW INDICATED DEPTHS SHALL NOT BE PERMITTED EXCEPT TO REMOVE UNSATISFACTORY

MATERIAL.

5. UNSATISFACTORY MATERIAL REMOVED BELOW DEPTHS INDICATED SHALL BE REPLACED WITH

SATISFACTORY MATERIAL AT NO ADDITIONAL COST TO THE GOVERNMENT.

6. EXCAVATION SHALL BE PERFORMED SO THAT THE AREA WILL BE CONTINUALLY AND EFFECTIVELY

DEWATERED TO ELIMINATE ANY GROUND WATER IN THE EXCAVATION AS WELL AS GRADED TO DRAIN TO

ELIMINATE ANY PONDING SURFACE WATER. WATER FROM ANY SOURCE SHALL NOT BE PERMITTED TO

ACCUMULATE IN THE EXCAVATION. THE EXCAVATION SHALL BE DRAINED BY PUMPING OR OTHER

SATISFACTORY METHODS TO PREVENT SOFTENING OF THE FOUNDATION BOTTOM, UNDERCUTTING OF

FOOTINGS, OR OTHER ACTIONS DETRIMENTAL TO PROPER CONSTRUCTION.

7. SHORING INCLUDING SHEET PILING SHALL BE FURNISHED AND INSTALLED AS NECESSARY TO PROTECT

WORKMEN, BANKS, ADJACENT PAVING, STRUCTURES, AND UTILITIES.

EXAMPLE FILL REQUIREMENTS

1. TYPE OF MATERIALS PERMITTED IN FILL INCLUDE GW, GM, GC, GP, SW, SP, SM, AND SC OF THE UNIFIED

SOIL CLASSIFICATION SYSTEM. THE PLASTICITY INDEX SHOULD BE LESS THAN 12 AND THE LIQUID LIMIT

LESS THAN 35.

2. WHEN SUBGRADE SURFACES ARE LESS THAN THE SPECIFIED DENSITY, THE SURFACE SHALL BE BROKEN

UP TO A MINIMUM DEPTH OF 150 MM, PULVERIZED AND COMPACTED TO THE SPECIFIED DENSITY. SLOPED

SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SHALL BE PLOWED, STEPPED, BENCHED, OR

BROKEN UP SO THAT THE FILL MATERIAL WILL BOND WITH THE EXISTING MATERIAL.

3. THE EXCAVATED SURFACE SHALL BE SCARIFIED TO A DEPTH OF 150 MM BEFORE FILL PLACEMENT IS

BEGUN.

4. SATISFACTORY MATERIAL SHALL BE PLACED IN HORIZONTAL LAYERS NOT EXCEEDING 200 MM IN LOOSE

DEPTH AND THEN COMPACTED IN GRASSED AREAS AND NOT EXCEEDING 150 MM IN LOOSE DEPTH IN

PAVED AREAS.

5. MATERIALS SHALL NOT BE PLACED ON SURFACES THAT ARE MUDDY.

6. COMPACTION SHALL BE ACCOMPLISHED BY SHEEPSFOOT ROLLERS, PNEUMATIC-TIRED ROLLERS, STEEL-WHEELED ROLLERS, OR OTHER APPROVED EQUIPMENT WELL SUITED TO THE SOIL BEING

PREPARED.

7. MATERIALS SHALL BE MOISTENED OR AERATED AS NECESSARY TO PROVIDE PROPER WATER CONTENT

THAT WILL READILY FACILITATE OBTAINING THE SPECIFIED COMPACTION WITH EQUIPMENT USED.

8. FILL MATERIALS SHALL BE COMPACTED TO DENSITIES AFTER ASTM STANDARD D 1557 OR JIS A 1210 TO 95%

UNDER STRUCTURES & 90% UNDER SIDEWALKS/GRASSED AREAS FOR COHESIONLESS FILLS. COMPACT

TOP 600 MM BELOW FINISHED PAVEMENT OR TOP 300 MM OF SUBGRADE, WHICHEVER IS GREATER TO 100%.

9. SEE STRUCTURAL NOTES FOR SOIL IMPROVEMENTS.

TRAFFIC CONTROL NOTES

EXCAVATION REQUIREMENTS

1. THE CONTRACTOR SHALL COORDINATE ANY TRAFFIC CONTROL MEASURES WITH THE CONTRACTING

OFFICER (CO) 72 HOURS IN ADVANCE OF ANY IMPLEMENTATION.

2. CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN BILINGUAL TRAFFIC CONTROL DEVICES REQUIRED

FOR ROAD CLOSURE.

3. CONTRACTOR SHALL PROVIDE ROAD CLOSURE TRAFFIC CONTROL MEASURES SUCH THAT LONG DEAD

ENDS ARE NOT CREATED. TURNING MOVEMENTS OF LARGE VEHICLES MUST BE CONSIDERED.

CONTRACTOR MUST STAGE WORK SUCH THAT ACCESS TO A MUNITIONS STRUCTURE IS NOT BLOCKED. THE

PROPOSED PROJECT SITES ARE ON LOOPED ROADWAYS AND ACCESS SHALL BE MAINTAINED IF A

ROADWAY IS CLOSED BY ANOTHER ROUTE.

4. PRIOR TO COMMENCING TRENCHING CONSTRUCTION OPERATIONS FOR PROPOSED UTILITIES, ROAD

CLOSED SIGNS MAY BE REQUIRED AS DIRECTED BY THE CO.

5. CONSTRUCTION SIGNS MOUNTED ON TEMPORARY SUPPORTS SHALL ME MOUNTED AT A MINIMUM HEIGHT

OF 1.6M.

6. THE CONTRACTOR SHALL RELOCATE OR REMOVE SIGNAGE, AS DETERMINED BY THE CO.

7. THE CONTRACTOR SHALL PLACE AN OPAQUE COVERING OVER ANY SIGNAGE WHICH IS NOT APPLICABLE

FOR ANY PERIOD OF TIME.

8. BARRICADES SHALL BE PLACED AT BOTH ENDS OF CLOSED PORTIONS OF ROAD. THE CONTRACTOR SHALL

PROVIDE ENOUGH BARRICADES TO CROSS THE ENTIRE ROADWAY. BARRICADES MUST BE LIGHTED IF

ROADWAY IS TO REMAIN CLOSED DURING THE HOURS OF DARKNESS.

9. ALL BARRICADES AND VERTICAL PANELS SHALL HAVE MONO-DIRECTIONAL OR BI-DIRECTIONAL STEADY

BURNING LIGHTS.

HAZARDOUS MATERIAL DEMOLITION NOTES

1. ASBESTOS AND LEAD BASED PAINT HAVE BEEN FOUND ON SOME OF THE EXISTING STRUCTURES TO BE

DEMOLISHED. REFER TO REPORT DATED AUGUST 2017, PREPARED BY ENVIROQUEST, INSPECTION REPORT

FOR ASBESTOS & LEAD BASED PAINT FOR LOCATIONS AND DETAILED INFORMATION OF FINDINGS.

2. REFER TO SPECIFICATION SECTIONS 02 82 13.00 10 AND 02 82 13.00 30 FOR ASBESTOS REQUIREMENTS.

3. REFER TO SPECIFICATION SECTIONS 02 83 13.00 20 AND 02 83 19.00 30 FOR LEAD BASED PAINT

REQUIREMENTS AS WELL AS LEAD CONTAINING PAINT REQUIREMENTS FOR WORKER PROTECTION.

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N=43350

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N=43620

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N=43860

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N=43920

N=43950

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N=44010

N=44040

N=44070

N=44100

N=44130

C-101

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US Army Corps of Engineers ®

40200

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LEGEND:

STRUCTURE TO BE DEMOLISHED

AND REBUILT

EXISTING STRUCTURE NUMBER

48405

SCALE 1:2000

OVERALL MAP

LAYDOWN AREA

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CP 1-2B

CP 1-2A

48904

N: 44059.27

E: 27850.31

N: 44106.82

E: 27858.52

N: 44061.88

E: 27835.18

N: 44109.43

E: 27843.39

C-102

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LEGEND:

EXISTING DITCHLINE

EXISTING ELECTRIC

EXISTING WATER

EXISTING CULVERT PIPE

ROAD CENTERLINE

EXISTING CONTOUR

EXISTING STRUCTURE NUMBER

PROPOSED STRUCTURE

PROPOSED ASPHALT PAVEMENT

PROPOSED CONCRETE PAVEMENT

PROPOSED UNDERDRAIN

EXISTING STORM SEWER INLET

EXISTING FIRE HYDRANT

CONTROL POINT

LIMITS OF CONSTRUCTION

BORE LOCATION

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48904

118.00

NOTES

1. LOCATION OF UTILITY LINES ARE AS PER GIS MAPPING. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD

VERIFICATION OF EXISTING UTILITIES BEFORE GROUND DISTURBANCE.

2. CONTRACTOR SHALL PROTECT EXISTING PAVEMENTS UNLESS REMOVAL IS INDICATED ON PLANS. IF

DAMAGED DURING CONSTRUCTION THE PAVEMENT SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE CONTRACT.

3. CONTRACTOR SHALL PROTECT THE EXISTING CONCRETE DITCHES DURING CONSTRUCTION UNLESS

OTHERWISE INDICATED ON PLANS. ANY CONCRETE DITCHES DAMAGED DURING CONSTRUCTION

OPERATIONS, SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR, TO EXISTING CONDITIONS AT NO

ADDITIONAL COST TO THE CONTRACT.

BULDING NUMBER DEMOLITION PLAN SHEET SITE PLAN SHEET GRADING PLAN SHEET

48405 CD101 CS101 CG101

SCALE 1:1000

SITE OVERVIEW I

JGD 2011 ZONE 15 WGS84 UTM Z52

CONTROL POINT NORTHING EASTING NORTHING EASTING ELEVATION DESCRIPTION

CP 1-2A 44054.024 27864.789 2920271.173 378242.927 115.960

SURVEY NAIL (BLUE COVER)

CP 1-2B 44113.431 27885.789 2920330.324 378264.614 119.729

SURVEY NAIL (BLUE COVER)

CP 1-1A

NORTH

SOUTH

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CP 3-1A

CP 3-1B

CP 3-2B

CP 3-2A

N: 43473.36

E: 29042.32

N: 43465.34

E: 29042.56

N: 43556.59

E: 28927.18

N: 43548.68

E: 28925.88

N: 43661.73

E: 28960.49

N: 43653.87

E: 28958.88

N: 43552.77

E: 28950.50

N: 43544.85

E: 28949.20

N: 43666.47

E: 28937.33

N: 43464.63

E: 29018.92

N: 43472.64

E: 29018.68

N: 43658.61

E: 28935.72

48934

C-103

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NOTES

1. SEE SHEET C-102 FOR LEGEND

2. SEE SHEET C-102 FOR NOTES

3. SEE SHEET C-102 FOR INVESTIGATIVE BORING DETAILS

BULDING NUMBER DEMOLITION PLAN SHEET SITE PLAN SHEET GRADING PLAN SHEET

48932 (BID OPTION 2)

CD102 CS102 CG102

48933 (BID OPTION 1)

CD103 CS103 CG103

48934 (BID OPTION 3)

CD104 CS104 CG104

SCALE 1:1000

SITE OVERVIEW II

JGD 2011 ZONE 15 WGS84 UTM Z52

CONTROL POINT NORTHING EASTING NORTHING EASTING ELEVATION DESCRIPTION

CP 3-1A 43657.649 28922.189 2919862.570 379295.506 95.996

SURVEY NAIL (BLUE COVER)

CP 3-1B 43572.543 28921.323 2919777.491 379293.650 93.533

SURVEY NAIL (BLUE COVER)

CP 3-2A 43449.665 29048.525 2919653.157 379419.397 92.266

SURVEY NAIL (BLUE COVER)

CP 3-2B 43485.844 29055.307 2919689.250 379426.599 93.151

SURVEY NAIL (BLUE COVER)

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CP 2-2B

CP 2-2A

CP 2-4B

CP 2-4A

CP 2-6B

CP 2-6A

CP 2-7B

CP 2-7A

CP 2-8A

CP 2-8B

CP 2-9B

CP 2-9A

N: 43380.10

E: 28297.64

N: 43146.15

E: 28582.70

N: 43243.36

E: 28570.14

N: 43504.72

E: 28539.50

N: 43054.94

E: 28421.00

N: 43156.17

E: 28250.67

N: 43447.34

E: 28282.67

N: 43452.40

E: 28276.44

N: 43372.34

E: 28295.61

N: 43161.54

E: 28244.71

N: 43054.09

E: 28413.03

N: 43151.29

E: 28576.55

N: 43235.37

E: 28570.84

N: 43309.21

E: 28471.00

N: 43314.43

E: 28477.09

N: 43370.49

E: 28421.07

N: 43369.47

E: 28413.12

N: 43334.25

E: 28575.74

N: 43329.32

E: 28582.06

N: 43511.01

E: 28534.52

N: 43470.76

E: 28291.33

N: 43465.71

E: 28297.56

N: 43386.09

E: 28274.75

N: 43378.33

E: 28272.73

N: 43393.94

E: 28418.04

N: 43392.92

E: 28410.09

N: 43296.46

E: 28492.46

N: 43291.25

E: 28486.37

N: 43173.73

E: 28266.50

N: 43179.10

E: 28260.54

N: 43077.60

E: 28410.51

N: 43078.46

E: 28418.49

N: 43133.15

E: 28561.39

N: 43128.00

E: 28567.54

N: 43241.31

E: 28546.58

N: 43233.32

E: 28547.28

N: 43352.89

E: 28590.28

N: 43347.96

E: 28596.60

N: 43519.37

E: 28558.04

N: 43525.67

E: 28553.07

N: 43451.72

E: 28302.95

N: 43450.57

E: 28305.06

N: 43447.80

E: 28303.56

N: 43448.86

E: 28301.58

PROTECT CULTURAL ASSET SITE

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BULDING NUMBER DEMOLITION PLAN SHEET SITE PLAN SHEET GRADING PLAN SHEET

48960 CD105 CS105 CG105

48962 CD106 CS106 CG106

48963 CD107 CS107 CG107

48965 CD108 CS108 CG108

48966 CD109 CS109 CG109

48967 CD110 CS110 CG110

48969 CD111 CS111 CG111

48971 CD112 CS112 CG112

48973 CD113 CS113 CG113

48974 CD114 CS114 CG114

SCALE 1:1000

SITE OVERVIEW III

JGD 2011 ZONE 15 WGS84 UTM Z52

CONTROL POINT NORTHING EASTING NORTHING EASTING ELEVATION DESCRIPTION

CP 2-1A 43483.346 28544.866 2919692.692 378916.230 86.099

SURVEY NAIL (BLUE COVER)

CP 2-1B 43517.706 28571.135 2919726.740 378942.893 90.215

SURVEY NAIL (BLUE COVER)

CP 2-2A 43330.355 28482.878 2919540.452 378852.474 78.228

SURVEY NAIL (BLUE COVER)

CP 2-2B 43366.578 28453.957 2919577.005 378823.980 81.153

SURVEY NAIL (BLUE COVER)

CP 2-4A 43212.455 28596.391 2919421.255 378964.592 78.940

SURVEY NAIL (BLUE COVER)

CP 2-4B 43301.317 28606.356 2919509.983 378975.589 78.293

SURVEY NAIL (BLUE COVER)

CP 2-6A 43141.328 28631.842 2919349.729 378999.209 79.797

SURVEY NAIL (BLUE COVER)

CP 2-6B 43160.912 28574.895 2919369.972 378942.501 77.824

SURVEY NAIL (BLUE COVER)

CP 2-7A 43037.972 28400.746 2919249.083 378766.956 70.518

ENGRAVED 'X' ETCH MARK

(BLUE COVER)

CP 2-7B 43040.816 28400.740 2919251.488 378804.595 69.839

SURVEY NAIL (BLUE COVER)

CP 2-8A 43133.585 28438.360 2919346.277 378630.544 69.257

SURVEY NAIL (BLUE COVER)

CP 2-8B 43184.881 28283.114 2919397.331 378651.056 71.766

SURVEY NAIL (BLUE COVER)

CP 2-9A 43453.010 28262.201 2919665.651 378633.267 75.503

SURVEY NAIL (BLUE COVER)

CP 2-9B 43387.253 28313.144 2919599.314 378683.435 75.372

SURVEY NAIL (BLUE COVER)

NOTES

1. SEE SHEET C-102 FOR LEGEND

2. SEE SHEET C-102 FOR NOTES

3. SEE SHEET C-102 FOR INVESTIGATIVE BORING DETAILS

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LEGEND:

EXISTING DITCH BOTTOM

EXISTING CULVERT PIPE

STRUCTURE TO BE DEMOLISHED

EXISTING CONCRETE APRON

LIMIT OF CONSTRUCTION

ASPHALT PAVEMENT REMOVAL

CONCRETE PAVEMENT REMOVAL

CLEARING AND GRUBBING

EXISTING ELECTRIC

EXISTING WATER LINE

EXISTING ROAD CENTERLINE

SILT FENCE

SAND BAG FILTER

EXISTING ELECTRICAL MANHOLE

EXISTING POWER POLE

EXISTING LIGHTNING PROTECTION POLE

CP CP

NOTES

1. LOCATION OF UTILITY LINES ARE AS PER GIS MAPPING.

CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF

EXISTING UTILITIES BEFORE GROUND DISTURBANCE

2. CONTRACTOR SHALL PROTECT EXISTING PAVEMENTS UNLESS

REMOVAL IS INDICATED ON PLANS. IF DAMAGED DURING

CONSTRUCTION THE PAVEMENT SHALL BE REPLACED IN KIND BY

THE CONTRACTOR AT NO ADDITIONAL COST TO THE CONTRACT

3. CONTRACTOR SHALL PROTECT THE EXISTING CONCRETE DITCHES

DURING CONSTRUCTION UNLESS OTHERWISE INDICATED ON

PLANS. ANY CONCRETE DITCHES DAMAGED DURING

CONSTRUCTION OPERATIONS, SHALL BE REPAIRED OR REPLACED

BY THE CONTRACTOR, TO EXISTING CONDITIONS AT NO

ADDITIONAL COST TO THE CONTRACT

4. CONTRACT SHALL NOTE THAT THIS PLAN IS SET TO A 1:250 SCALE

Ex Ex

Wx Wx

KEYNOTES

REMOVE STRUCTURE 48405, INCLUDING FOOTINGS. CONTRACTOR

SHALL BE RESPONSIBLE TO FIELD VERIFY THE DIMENSIONS SHOWN

ON THE PLANS

REMOVE CONCRETE DOCK, RAMP AND STAIRS

REMOVE APPROXIMATELY 161 SQM OF ASPHALT PAVEMENT

REMOVE APPROXIMATELY 7 SQM OF CONCRETE PAVEMENT

ADJACENT TO THE CONCRETE DOCK

INSTALL SILT FENCE, REF DETAIL E1/CD501

INSTALL SAND BAG FILTER, REF DETAIL B1/CD501

EXISTING CONCRETE DITCHES TO BE PROTECTED AND TO REMAIN.

CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING LIGHTNING

PROTECTION POLES AND CABLES

AGM

SCALE 1:250

DEMOLITION PLAN AGM 48405

S E

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CP 3-1A

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CD102

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US Army Corps of Engineers ®

NOTES

1. SEE SHEET CD101 FOR LEGEND

2. LOCATION OF UTILITY LINES ARE AS PER GIS MAPPING.

CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION

OF EXISTING UTILITIES BEFORE GROUND DISTURBANCE

KEYNOTES

REMOVE STRUCTURE 48932, INCLUDING WING WALL AND

FOOTING. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD

VERIFY THE DIMENSIONS SHOWN ON THE PLANS

REMOVE 2M OF ASPHALT PAVEMENT ADJACENT TO WING WALLS

FOR FOOTING EXCAVATION, APPROX. 40 SQM

REMOVE 2M OF CONCRETE PAVEMENT ADJACENT TO STRUCTURE

DOORS FOR FOOTING EXCAVATION, APPROX. 10 SQM

REMOVE VENTILATION EQUIPMENT

INSTALL SILT FENCE, REF. DETAIL E1/CD501

INSTALL INLET PROTECTION, REF. DETAIL E4/CD501

INSTALL SAND BAG FILTER, REF. DETAIL B1/CD501

REMOVE VEGETATION AND DEBRIS FROM EXISTING INLET AND

DOWNSTREAM PIPE

CONTRACTOR SHALL PROTECT THE EXISTING CONCRETE

DITCHES DURING CONSTRUCTION. ANY CONCRETE DITCHES

DAMAGED DURING CONSTRUCTION OPERATIONS, SHALL BE

REPAIRED OR REPLACED BY THE CONTRACTOR, TO EXISTING

CONDITIONS AT NO ADDITIONAL COST TO THE CONTRACT

REMOVE ASPHALT PAVEMENT FOR NEW ELECTRICAL LINE,

APPROX. 6 SQM, REF. DETAIL A1/CS501; SEE CIVIL

NOTES/GENERAL ON C-001

CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING LIGHTNING

PROTECTION POLES AND CABLES

SCALE 1:100

DEMOLITION PLAN ECM 48932

ECM

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CP 3-1B

CD103

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J U

US Army Corps of Engineers ®

NOTES

1. SEE SHEET CD101 FOR LEGEND

2. LOCATION OF UTILITY LINES ARE AS PER GIS MAPPING.

CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION

OF EXISTING UTILITIES BEFORE GROUND DISTURBANCE

KEYNOTES

REMOVE STRUCTURE 48933, INCLUDING WING WALL AND FOOTING.

CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY THE

DIMENSIONS SHOWN ON THE PLANS

REMOVE 2M OF ASHPHALT PAVEMENT ADJACENT TO STRUCTURE

DOORS FOR FOOTING EXCAVATION, APPROX. 38 SQM

REMOVE 2M OF CONCRETE PAVEMENT ADJACENT TO STRUCTURE

DOORS FOR FOOTING EXCAVATION, APPROX. 10 SQM

REMOVE VENTILATION EQUIPMENT

INSTALL SILT FENCE, REF. DETAIL E1/CD501

INSTALL SAND BAG FILTER, REF. DETAIL B1/CD501

REMOVE CONCRETE WHEEL STOPS

CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING LIGHTNING

PROTECTION POLES AND CABLES

ECM

SCALE 1:100

DEMOLITION PLAN ECM 48933

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48934

CP 3-2B

CP 3-2A

S F

24.80M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

CD104

C I V

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[m]

9 1087653 4

SHEET ID

D R

A W

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F I L

A M

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L I C

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T w w w e x p f e d e r a l c o m

F Y

E P

L A

C E

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 Nov 2, 2021.