EIE405_Amendment_No_5.pdf

PDF 7 MB Posted Nov 21, 2017

Attached to: EIE405 Extend Steam/Water to the South Loop, Eielson AFB, Alaska
Solicitation number: W911KB-18-R-0017
Issued by: Department of the Army Corps of Engineers Engineering District Alaska

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Amendment 0005 to Solicitation W911KB-18-R-0017 Extend Steam/Water to the South Loop, Eielson AFB, Alaska.

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File	Type	Posted
EIE405_Amendment_0004.pdf	PDF	Nov 17, 2017
EIE405_Amendment_0002.pdf	PDF	Nov 1, 2017
EIE405_AM_1.pdf	PDF	Oct 19, 2017
Base_Pass_List_(as_of_20170926).xlsx	XLSX spreadsheet	Oct 12, 2017
02_EIE405-DWGS-RFP.pdf	PDF	Oct 12, 2017
01_EIE405-SPECS-RFP.pdf	PDF	Oct 12, 2017

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EIE405

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

PROJECT TITLE/LOCATION: Extend Steam/Water to the South Loop Utilidor, Eielson AFB, Alaska (EIE405).

The purpose of this amendment is to provide changes to the specifications and draw ings as outlined in the attached Summary of Changes page.

YOU ARE REQUIRED TO ACKNOWLEDGE RECEIPT OF THIS AMENDMENT ON THE REVERSE SIDE OF THE STANDARD FORM 1442.

All other terms and conditions of the solicitation remain the same.

POC for this amendment is Ron Jackson, 907 753-5596.

1. CONTRACT ID CODE PAGE OF PAGES

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 21-Nov-2017

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W911KB-18-R-0017

X 9B. DATED (SEE ITEM 11)

12-Oct-2017

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

21-Nov-2017

CODE

U.S. ARMY ENGINEER DISTRICT, AK

CEPOA-CT (W911KB)

PO BOX 6898

JBER AK 99506-0898

W911KB 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

Amendment #05 (AM#05)

21 November 2017

Summary of Changes

a. The following drawings are substituted for the superseded documents/sections:

Clarification of drawings changed in AM#05:

Revised drawings in response to Bidder Questions.

Drawings changed in AM#05:

G‐001, G‐002, C‐502

b. The following drawings are added:

NONE

c. The following revised documents/sections are substituted for the superseded documents/sections:

The identifier “AM #05” appears before and after new and/or revised materials, except as noted below.

01 57 20.01 29 Attachment 1 / Eielson AFB Waste Disposal – Borrow Pit Worksheet 03 15 00.00 10 Paragraph 2.4.2 33 05 29.00 29 Paragraph 2.3.1.1, Paragraph 2.11.5

d. The following sections are added:

02 41 00 DEMOLITION

e. The following sections are deleted:

NONE

f. Other:

1.) The Corps of Engineers has been informed that the map showing possible capped and un‐ capped laydown yard/parking locations is no longer valid, please disregard these locations.

2.) Updated Wage Rates Attached.

3.) Bidder Inquiry Report Attached.

ALL OTHER TERMS AND CONDITIONS SHALL REMAIN THE SAME

(End of Summary of Changes)

F-35A EXTEND STEAM-WATER

UTILIDUCT TO SOUTH LOOP

W911KB-18-R-0017

EIELSON AFB, ALASKA

FTQW180111

AM#05, 21 NOV 2017

Drawing # AF-890-181-02 Sheet 1 of 55

EIE405

US Army Corps of Engineers®

Alaska District

22 SHEETS (IN BOLD ON INDEX SHEETS) CHANGED WITH THIS AMENDMENT

43 SHEETS (IN BOLD ON INDEX SHEETS) CHANGED WITH THIS AMENDMENT

37 SHEETS (IN BOLD ON INDEX SHEETS) CHANGED WITH THIS AMENDMENT

11 SHEETS (IN BOLD ON INDEX SHEETS) CHANGED WITH THIS AMENDMENT

3 SHEETS (IN BOLD ON INDEX SHEETS) CHANGED WITH THIS AMENDMENT

8 C-107 UTILIDUCT - STA 68+00 TO 78+00

9 C-108 UTILIDUCT - STA 78+00 TO 88+00

10 C-109 UTILIDUCT - STA 88+00 TO 98+00

11 C-110 UTILIDUCT - STA 98+00 TO 99+50

CIVIL: SECTIONS

12 C-201 NEW UTILIDUCT SECTIONS

13 C-202 RENOVATED UTILIDOR SECTIONS

14 C-203 TRACK REPLACEMENT

15 C-204 EXCAVATION 1 OF 2

16 C-205 EXCAVATION 2 OF 2

CIVIL: LARGE SCALE VIEWS - MANHOLES (STA 10+00 TO 82+50)

17 C-301 MANHOLE LP-28 NEW PLAN ISOMETRIC VIEW

18 C-302

MANHOLE LP-28 NEW PLAN (LOWER)

19 C-303

MANHOLE LP-28 NEW PLAN (UPPER)

20 C-304 MANHOLE LP-28 NEW SECTIONS - 1 OF 3

21 C-305 MANHOLE LP-28 NEW SECTIONS - 2 OF 3

22 C-306 MANHOLE LP-28 NEW SECTIONS - 3 OF 3

23 C-307

MANHOLE TYPE A (11.25° L) NEW PLAN ISOMETRIC VIEW

24 C-308

MANHOLE TYPE A (11.25° L) NEW PLAN

25 C-309

MANHOLE TYPE A (11.25° L) NEW SECTIONS - 1 OF 2

26 C-310

MANHOLE TYPE A (11.25° L) NEW SECTIONS - 2 OF 2

27 C-311

MANHOLE TYPE B (11.25° R) NEW PLAN ISOMETRIC VIEW

28 C-312

MANHOLE TYPE B (11.25° R) NEW PLAN

29 C-313

MANHOLE TYPE B (11.25° R) NEW SECTIONS - 1 OF 2

30 C-314

MANHOLE TYPE B (11.25° R) NEW SECTIONS - 2 OF 2

31 C-315

MANHOLE TYPE C (22.50° L) NEW PLAN ISOMETRIC VIEW

32 C-316

MANHOLE TYPE C (22.50° L) NEW PLAN

33 C-317

MANHOLE TYPE C (22.50° L) NEW SECTIONS - 1 OF 2

34 C-318

MANHOLE TYPE C (22.50° L) NEW SECTIONS - 2 OF 2

35 C-319

MANHOLE TYPE D (22.50° R) NEW PLAN ISOMETRIC VIEW

36 C-320

MANHOLE TYPE D (22.50° R) NEW PLAN

37 C-321

MANHOLE TYPE D (22.50° R) NEW SECTIONS - 1 OF 2

38 C-322

MANHOLE TYPE D (22.50° R) NEW SECTIONS - 2 OF 2

39 C-323

MANHOLE TYPE E (45.00° L) NEW PLAN ISOMETRIC VIEW

40 C-324

MANHOLE TYPE E (45.00° L) NEW PLAN

41 C-325

MANHOLE TYPE E (45.00° L) NEW SECTIONS - 1 OF 2

42 C-326

MANHOLE TYPE E (45.00° L) NEW SECTIONS - 2 OF 2

43 C-327

MANHOLE TYPE F (45.00° R) NEW PLAN ISOMETRIC VIEW

44 C-328

MANHOLE TYPE F (45.00° R) NEW PLAN

45 C-329

MANHOLE TYPE F (45.00° R) NEW SECTIONS - 1 OF 2

46 C-330

MANHOLE TYPE F (45.00° R) NEW SECTIONS - 2 OF 2

47 C-331

MANHOLE TYPE G (56.25° L) NEW PLAN ISOMETRIC VIEW

48 C-332

MANHOLE TYPE G (56.25° L) NEW PLAN

49 C-333

MANHOLE TYPE G (56.25° L) NEW SECTIONS - 1 OF 2

50 C-334

MANHOLE TYPE G (56.25° L) NEW SECTIONS - 2 OF 2

51 C-335

MANHOLE TYPE H (STRAIGHT) NEW PLAN ISOMETRIC VIEW

52 C-336

MANHOLE TYPE H (STRAIGHT) NEW PLAN

53 C-337

MANHOLE TYPE H (STRAIGHT) NEW SECTIONS - 1 OF 2

54 C-338

MANHOLE TYPE H (STRAIGHT) NEW SECTIONS - 2 OF 2

1 G-001 COVER SHEET

2 G-002 INDEX SHEET - 1 OF 2

3 G-003 INDEX SHEET - 2 OF 2

GENERAL: PLANS

4 G-101 PROJECT SITE LAYOUT

GENERAL: PLANS - DEMOLITION

5 GX201 UTILIDUCT - STA 10+00 TO 18+00

6 GX202 UTILIDUCT - STA 18+00 TO 28+00

7 GX203 UTILIDUCT - STA 28+00 TO 38+00

8 GX204 UTILIDUCT - STA 38+00 TO 48+00

9 GX205 UTILIDUCT - STA 48+00 TO 58+00

10 GX206 UTILIDUCT - STA 58+00 TO 68+00

11 GX207 UTILIDUCT - STA 68+00 TO 78+00

12 GX208 UTILIDUCT - STA 78+00 TO 88+00

13 GX209 UTILIDUCT - STA 88+00 TO 98+00

14 GX210 UTILIDUCT - STA 98+00 TO 99+50

GENERAL: LARGE-SCALE VIEWS - MANHOLE DEMOLITION

15 GX401 MANHOLE LP-28 DEMO PLAN ISOMETRIC VIEW

16 GX402

MANHOLE LP-28 DEMO PLAN (LOWER)

17 GX403

MANHOLE LP-28 DEMO PLAN (UPPER)

18 GX404 MANHOLE LP-28 DEMO SECTIONS - 1 OF 3

19 GX405 MANHOLE LP-28 DEMO SECTIONS - 2 OF 3

20 GX406 MANHOLE LP-28 DEMO SECTIONS - 3 OF 3

21 GX407 MANHOLE 528-1 DEMO PLAN ISOMETRIC VIEW

22 GX408 MANHOLE 528-1 DEMO PLAN

23 GX409 MANHOLE 528-1 DEMO SECTIONS - 1 OF 2

24 GX410 MANHOLE 528-1 DEMO SECTIONS - 2 OF 2

25 GX411 MANHOLE 528 DEMO PLAN ISOMETRIC VIEW

26 GX412 MANHOLE 528 DEMO PLAN

27 GX413 MANHOLE 528 DEMO SECTIONS

28 GX414 MANHOLE 527 DEMO PLAN ISOMETRIC VIEW

29 GX415 MANHOLE 527 DEMO PLAN

30 GX416 MANHOLE 527 DEMO SECTIONS

31 GX417 MANHOLE 525-526 DEMO PLAN ISOMETRIC VIEW

32 GX418 MANHOLE 525-526 DEMO PLAN

33 GX419 MANHOLE 525-526 DEMO SECTIONS - 1 OF 2

34 GX420 MANHOLE 525-526 DEMO SECTIONS - 2 OF 2

35 GX421 MANHOLE 524 DEMO PLAN ISOMETRIC VIEW

36 GX422 MANHOLE 524 DEMO PLAN

37 GX423 MANHOLE 524 DEMO SECTIONS

38 GX424 MANHOLE 523 DEMO PLAN ISOMETRIC VIEW

39 GX425 MANHOLE 523 DEMO PLAN

40 GX426 MANHOLE 523 DEMO SECTIONS

41 GX427 MANHOLE 522 DEMO PLAN ISOMETRIC VIEW

42 GX428 MANHOLE 522 DEMO PLAN

43 GX429 MANHOLE 522 DEMO SECTIONS

44 GX430 MANHOLE 521 DEMO PLAN ISOMETRIC VIEW

45 GX431 MANHOLE 521 DEMO PLAN

46 GX432 MANHOLE 521 DEMO SECTIONS

47 GX433 MANHOLE 519-2 DEMO PLAN ISOMETRIC VIEW

48 GX434 MANHOLE 519-2 DEMO PLAN

49 GX435 MANHOLE 519-2 DEMO SECTIONS

50 GX436 MANHOLE 519 DEMO PLAN ISOMETRIC VIEW

51 GX437

MANHOLE 519 DEMO PLAN (LOWER)

52 GX438

MANHOLE 519 DEMO PLAN (UPPER)

53 GX439 MANHOLE 519 DEMO SECTIONS - 1 OF 2

54 GX440 MANHOLE 519 DEMO SECTIONS - 2 OF 2

GENERAL: GENERAL EXHIBITS

55 GX701 EXHIBIT - G-103 EIE376 PLAN

SURVEY & MAPPING: PLANS

1 V-101 TOPOGRAPHIC SURVEY

2 V-102 TOPOGRAPHIC SURVEY

3 V-103 TOPOGRAPHIC SURVEY

4 V-104 TOPOGRAPHIC SURVEY

5 V-105 TOPOGRAPHIC SURVEY

6 V-106 TOPOGRAPHIC SURVEY

7 V-107 TOPOGRAPHIC SURVEY

8 V-108 TOPOGRAPHIC SURVEY

9 V-109 TOPOGRAPHIC SURVEY

10 V-110 TOPOGRAPHIC SURVEY

11 V-111 TOPOGRAPHIC SURVEY

12 V-112 TOPOGRAPHIC SURVEY

13 V-113 TOPOGRAPHIC SURVEY

14 V-114 TOPOGRAPHIC SURVEY

15 V-115 TOPOGRAPHIC SURVEY

16 V-116 TOPOGRAPHIC SURVEY

17 V-117 TOPOGRAPHIC SURVEY

18 V-118 TOPOGRAPHIC SURVEY

19 V-119 TOPOGRAPHIC SURVEY

GEOTECHNICAL: SCHEDULES AND DIAGRAMS

1 B-601 TEST BORING LOG - 1 OF 9

2 B-602 TEST BORING LOG - 2 OF 9

3 B-603 TEST BORING LOG - 3 OF 9

4 B-604 TEST BORING LOG - 4 OF 9

5 B-605 TEST BORING LOG - 5 OF 9

6 B-606 TEST BORING LOG - 6 OF 9

7 B-607 TEST BORING LOG - 7 OF 9

8 B-608 TEST BORING LOG - 8 OF 9

9 B-609 TEST BORING LOG - 9 OF 9

CIVIL: GENERAL

1 C-001

NOTES, LEGEND AND ABBREVIATIONS

CIVIL: PLAN & PROFILES

2 C-101 UTILIDUCT - STA 10+00 TO 18+00

3 C-102 UTILIDUCT - STA 18+00 TO 28+00

4 C-103 UTILIDUCT - STA 28+00 TO 38+00

5 C-104 UTILIDUCT - STA 38+00 TO 48+00

6 C-105 UTILIDUCT - STA 48+00 TO 58+00

7 C-106 UTILIDUCT - STA 58+00 TO 68+00

55 C-339

MANHOLE TYPE I (56.25° L MODIFIED) NEW PLAN ISOMETRIC VIEW

56 C-340

MANHOLE TYPE I (56.25° L MODIFIED) NEW PLAN

57 C-341

MANHOLE TYPE I (56.25° L MODIFIED) NEW SECTIONS - 1 OF 3

58 C-342

MANHOLE TYPE I (56.25° L MODIFIED) NEW SECTIONS - 2 OF 3

59 C-343

MANHOLE TYPE I (56.25° L MODIFIED) NEW SECTIONS - 3 OF 3

CIVIL: LARGE SCALE VIEWS - MANHOLES (STA 82+50 TO 99+50)

60 C-401 MANHOLE 528-1 NEW PLAN ISOMETRIC VIEW

61 C-402 MANHOLE 528-1 NEW PLAN

62 C-403 MANHOLE 528-1 NEW SECTIONS - 1 OF 3

63 C-404 MANHOLE 528-1 NEW SECTIONS - 2 OF 3

64 C-405 MANHOLE 528-1 NEW SECTIONS - 3 OF 3

65 C-406 MANHOLE 528 NEW PLAN ISOMETRIC VIEW

66 C-407 MANHOLE 528 NEW PLAN

67 C-408 MANHOLE 528 NEW SECTIONS

68 C-409 MANHOLE 527 NEW PLAN ISOMETRIC VIEW

69 C-410 MANHOLE 527 NEW PLAN

70 C-411 MANHOLE 527 NEW SECTIONS

71 C-412 MANHOLE 525-526 NEW PLAN ISOMETRIC VIEW

72 C-413 MANHOLE 525-526 NEW PLAN

73 C-414 MANHOLE 525-526 NEW SECTIONS - 1 OF 2

74 C-415 MANHOLE 525-526 NEW SECTIONS - 2 OF 2

75 C-416 MANHOLE 524 NEW PLAN ISOMETRIC VIEW

76 C-417 MANHOLE 524 NEW PLAN

77 C-418 MANHOLE 524 NEW SECTIONS

78 C-419 MANHOLE 523 NEW PLAN ISOMETRIC VIEW

79 C-420 MANHOLE 523 NEW PLAN

80 C-421 MANHOLE 523 NEW SECTIONS

81 C-422 MANHOLE 522 NEW PLAN ISOMETRIC VIEW

82 C-423 MANHOLE 522 NEW PLAN

83 C-424 MANHOLE 522 NEW SECTIONS

84 C-425 MANHOLE 521 NEW PLAN ISOMETRIC VIEW

85 C-426 MANHOLE 521 NEW PLAN

86 C-427 MANHOLE 521 NEW SECTIONS

87 C-428 MANHOLE 519-2 NEW PLAN ISOMETRIC VIEW

88 C-429 MANHOLE 519-2 NEW PLAN

89 C-430 MANHOLE 519-2 NEW SECTIONS

90 C-431 MANHOLE 519 NEW PLAN ISOMETRIC VIEW

91 C-432

MANHOLE 519 NEW PLAN (LOWER)

92 C-433

MANHOLE 519 NEW PLAN (UPPER)

93 C-434 MANHOLE 519 NEW SECTIONS - 1 OF 2

94 C-435 MANHOLE 519 NEW SECTIONS - 2 OF 2

CIVIL: DETAILS

95 C-501 ACCESS GATE - FENCING

96 C-502 WATER & SEWER

97 C-503 CULVERTS

98 C-504 ASPHALT & CONCRETE

99 C-505 MANHOLE ACCESSORIES

CIVIL: SCHEDULES AND DIAGRAMS

100 C-601 UTILIDUCT DIAGRAM - STA 10+00 TO 18+00

101 C-602 UTILIDUCT DIAGRAM - STA 18+00 TO 28+00

102 C-603 UTILIDUCT DIAGRAM - STA 28+00 TO 38+00

103 C-604 UTILIDUCT DIAGRAM - STA 38+00 TO 48+00

104 C-605 UTILIDUCT DIAGRAM - STA 48+00 TO 58+00

105 C-606 UTILIDUCT DIAGRAM - STA 58+00 TO 68+00

106 C-607 UTILIDUCT DIAGRAM - STA 68+00 TO 78+00

107 C-608 UTILIDUCT DIAGRAM - STA 78+00 TO 88+00

108 C-609 UTILIDUCT DIAGRAM - STA 88+00 TO 98+00

109 C-610 UTILIDUCT DIAGRAM - STA 98+00 TO 99+50

110 C-621 STEAM-CONDENSATE SCHEDULE AND DETAILS

111 C-622 STEAM EXPANSION JOINT SCHEDULE

112 C-623 CONDENSATE EXPANSION JOINT SCHEDULE

113 C-624 WATER & SEWER EXPANSION SCHEDULES

114 C-625 SUMP PUMP DIAGRAM

LANDSCAPE: PLANS

1 L-101 LANDSCAPE PLAN - STA 10+00 TO 18+00

2 L-102 LANDSCAPE PLAN - STA 18+00 TO 28+00

3 L-103 LANDSCAPE PLAN - STA 28+00 TO 38+00

4 L-104 LANDSCAPE PLAN - STA 38+00 TO 48+00

5 L-105 LANDSCAPE PLAN - STA 48+00 TO 58+00

6 L-106 LANDSCAPE PLAN - STA 58+00 TO 68+00

7 L-107 LANDSCAPE PLAN - STA 68+00 TO 78+00

8 L-108 LANDSCAPE PLAN - STA 78+00 TO 88+00

9 L-109 LANDSCAPE PLAN - STA 88+00 TO 98+00

10 L-110 LANDSCAPE PLAN - STA 98+00 TO 99+50

STRUCTURAL: GENERAL

1 S-001 GENERAL NOTES & ABBREVIATIONS

2 S-002 REBAR LAP SPLICES - HOOKS

STRUCTURAL: PLANS

3 S-101 MANHOLE TYPE A FLOOR SLAB PLAN

4 S-102 MANHOLE TYPE A ROOF SLAB PLAN

5 S-103 MANHOLE TYPE B FLOOR SLAB PLAN

6 S-104 MANHOLE TYPE B ROOF SLAB PLAN

7 S-105 MANHOLE TYPE C FLOOR SLAB PLAN

8 S-106 MANHOLE TYPE C ROOF SLAB PLAN

9 S-107 MANHOLE TYPE D FLOOR SLAB PLAN

10 S-108 MANHOLE TYPE D ROOF SLAB PLAN

11 S-109 MANHOLE TYPE E FLOOR SLAB PLAN

12 S-110 MANHOLE TYPE E ROOF SLAB PLAN

13 S-111 MANHOLE TYPE F FLOOR SLAB PLAN

14 S-112 MANHOLE TYPE F ROOF SLAB PLAN

15 S-113 MANHOLE TYPE G FLOOR SLAB PLAN

16 S-114 MANHOLE TYPE G ROOF SLAB PLAN

17 S-115 MANHOLE TYPE H FLOOR SLAB PLAN

18 S-116 MANHOLE TYPE H ROOF SLAB PLAN

19 S-117 MANHOLE TYPE I FLOOR SLAB PLAN

20 S-118 MANHOLE TYPE I ROOF SLAB PLAN

21 S-119 MANHOLE 528-1 FLOOR SLAB PLAN

22 S-120 MANHOLE 528-1 ROOF SLAB PLAN

ALASKA DISTRICT U.S. ARMY CORPS OF ENGINEERS

W911KB-18-R-0017

AM#05 - EIE405, 21 NOV 2017

F-35A EXTEND STEAM-WATER UTILIDUCT TO SOUTH LOOP

EIELSON AFB, ALASKA

SCHEDULE OF DRAWINGS

REF.

NUM.

SHEET TITLESHT

REF.

NUM.

SHEET TITLESHT

REF.

NUM.

SHEET TITLESHT

REF.

NUM.

SHEET TITLESHT

REF.

NUM.

SHEET TITLESHT

Drawing # AF-890-181-02 Sheet 2 of 55

3 SHEETS (IN BOLD) CHANGED IN THIS AMENDMENT (3 ON THIS SHEET)

3" SUMP DISCHARGE PIPE

4" SUMP DISCHARGE PIPE

OR 12" WATER MAIN

45° MAX

2" BRASS

BALL VALVE

12" MAX

SERVICE SADDLE

2" SCHED 40 ASTM A53

GALVANIZED STEEL PIPE

FLOW

CORE DRILL, SEAL RISER TO

ROOF WITH NON-SHRINK GROUT

INSTALL 8" Ø DI

CLEANOUT RISER PLUMB

CLOSED CELL SPRAY

FOAM INSULATION

UTILIDOR LID OR MANHOLE CEILING

FLANGED 8"x8"x8"

DI WYE (SEE NOTE 3)

MANHOLE FLOOR

8" Ø DI GRAVITY

SEWER MAIN

CLASSIFIED FILL, COMPACT

TO 90% DRY DENSITY (TYP)

8" Ø 45° BEND

PLAIN END PIPE

FLEXIBLE CUT-GROOVED

COUPLING, ADJUST GAP BASED

ON AMBIENT TEMPERATURE AT

TIME OF INSTALLATION

14" Ø SONOTUBE® OR

APPROVED EQUAL

CORE DRILL, SEAL RISER TO

ROOF WITH NON-SHRINK GROUT

APPLY PRIMER / SEALER AND A COAT

OF SHERWIN WILLIAMS ROCK TAN

PAINT OR APPROVED EQUAL TO ALL

EXPOSED CONCRETE SURFACES

CONCRETE ROOF

INSTALL 53" SPRING

LOADED NORDIC FLEXI

FLAG OR APPROVED EQUAL

CLASSIFIED FILL, COMPACT

TO 95% DRY DENSITY (TYP)

DRY BARREL

FIRE HYDRANT

BREAKAWAY FLANGE

WITH NOTCHED BOLTS

8" MAX

24" SQUARE

CLOSED CELL SPRAY

FOAM INSULATION

12" Ø SONOTUBE® OR

APPROVED EQUAL

A A

A-A

DO NOT INSTALL PIPE

INSULATION BETWEEN WATER

MAIN TEE AND THIS POINT

#3 REBAR

HYDRANT

SEWER

COVER SHALL BE

IMPRINTED WITH "SEWER"

SQUARE CONCRETE

COLLAR, APPLY PRIMER /

SEALER AND A COAT OF

SHERWIN WILLIAMS ROCK

TAN PAINT OR APPROVED

EQUAL TO ALL EXPOSED

CONCRETE SURFACES

9" CAST ALUMINUM

EXPANSION PLUG

10" CAST IRON SEWER

CLEAN-OUT TOP FLANGE

(ASTM A48, CLASS 30B)

2" GALV STEEL PIPE

COMBINATION AIR VALVE,

SINGLE BODY

12" x 4" FLANGED

DI REDUCING TEE (SEE NOTE 7)

4" FLAT BLIND FLANGE

WITH 2" TAP

FLOODSAFE® INFLOW

PREVENTER OR

APPROVED EQUAL

2" BRASS GATE VALVE, FNPT

WITH WHEEL HANDLE AND

NON-RISING STEM

6" MAX

12" WATER MAIN

INSTALL VALVE

STEM BETWEEN

0° AND 90° AS

REQUIRED.

90°

FLANGED

CONNECTIONS ONLY

ALASKA DISTRICT

D A

T E

D E

S C

R I P

T I O

N A

P P

D E

S I G

N E

U S

R M

O R

P S

N G

I N

E E

R S

R D

T R

E E

A L

A S

K A

I S

T R

I C

REFERENCE

NUMBER:

SHEET OF

US ARMY CORPS

OF ENGINEERS

1 2 3 4 5 6 7 8 9 10 11 12

J B

E R

L A

D E

S I G

I R

C I T

T A

S T

R E

S S

A D

D R

E S

D R

A W

C H

E C

K E

S U

B M

I T

T E

A N

S I

S I Z

F I L E

I S

S U

A T

S O

L I C

I T

A T

I O

C O

N T

R A

D R

A W

I N

T R

A C

K I N

G A

C T

I O

N D

A T

E M

A R

K D

E S

C R

I P

T I O

N M

L S

L A

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SANITARY SEWER CLEANOUT DETAIL

NOTES:

1. DRAIN ASSEMBLY MAY BE ROTATED 45° MAX FROM BOTTOM OF MAIN IF

NECESSARY TO AVOID OTHER PIPING OR APPURTENANCES. INSTALL WITH

ADEQUATE ROOM FOR OPERATION AND MAINTENANCE.

2. INSTALL A TOTAL OF THIRTY (30) SADDLES AND DRAIN ASSEMBLIES AT LOW

POINTS ON THE WATER MAIN, INCLUDING ONE IN EVERY NEW MANHOLE, ONE

IN MH 525/526 AND ONE IN MH 523.

3. INSTALL ONE (1) SADDLE AND DRAIN ASSEMBLY AT THE LOW POINT ON

3-INCH SUMP DISCHARGE PIPE IN MH 523.

4. INSTALL FIVE (5) SADDLES AND DRAIN ASSEMBLIES AT LOW POINTS ON THE

4-INCH SUMP DISCHARGE PIPE INCLUDING ONE IN MH LP-28, MH 41, MH 47,

MH 55 AND MH 64.

5. SERVICE SADDLES SHALL COMPLY WITH SECTION 33 05 29.00 29 / 2.14.

6. NO INSULATION REQUIRED ON DRAIN ASSEMBLY.

NOTES:

1. REFERENCE C-401 THROUGH C-415 AND STRUCTURAL SHEETS FOR FURTHER

DETAILS.

2. ROTATE WYE AND 45° BEND AS NECESSARY TO AVOID OTHER PIPING AND

APPURTENANCES.

3. A GROOVED WYE FITTING, VICTAULIC NO. 30-C OR APPROVED EQUAL, MAY BE

USED IN LIEU OF FLANGED WYE FITTING.

NOTES:

1. CONCRETE COLLAR SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI.

2. REINFORCING STEEL SHALL MEET ASTM C-478 AND MAY BE LAP TIED OR SQUARE HOOPS.

3. PAINT HYDRANT DISCHARGE CAPS ACCORDING TO FLOW TESTING RESULTS. SEE SECTION 33 05 29.00 29 / 2.6 FOR DETAILS.

4. PAINT HYDRANT ID NUMBERS ON HYDRANTS AS DESCRIBED IN SECTION 33 05 29.00 29, PARAGRAPH 3.11.1.

5. ORIENT PUMPER NOZZLE TO FACE NEAREST ROADWAY.

Scale: NTS

FIRE HYDRANT DETAIL

24" SQUARE

3.5"

3" (MIN)

Scale: NTS

CLEANOUT FRAME AND COVER DETAIL

NOTE:

1. READY-MIX CONCRETE CONFORMING TO THE REQUIREMENTS

OF ASTM C-94 (AASHTO M-157) MAY BE USED FOR COLLAR.

C-502

Scale: NTS

DRAIN DETAIL

E10

NOTES:

1. INSTALL COMBINATION AIR VALVES AT HIGH POINTS WITHIN THE

IDENTIFIED MANHOLES AS SHOWN.

2. INLET AND OUTLET SHALL BE 2" NPT. ORIFICE SHALL BE 3/32".

3. NO INSULATION SHALL BE ATTACHED TO THE COMBINATION AIR VALVE.

4. INSTALL WITH ADEQUATE ROOM FOR OPERATION AND MAINTENANCE.

5. APPLY THREAD SEALANT TO MATING PIPE NIPPLE.

6. ENSURE GATE VALVE IS IN OPEN POSITION PRIOR TO FILLING WATER

MAIN.

7. A GROOVED AWWA FITTING MAY BE USED IN LIEU OF FLANGED FITTING.

Scale: NTS

COMBINATION AIR VALVE FOR WATER MAIN

COMBINATION AIR VALVE LOCATIONS

MH# 43

MH# 49

MH# 59

MH# 68

MH# 519

CLEANOUT LOCATIONS

MH# 528-1

MH# 528

MH# 527

APPROX STA 85+85

APPROX STA 87+10

MH# 525/526

HYDRANT LOCATIONS

MH# 528-1

MH# 527

MH# 525/526

MH# 524

MH# 522

Scale: NTS

WATER GATE VALVE - SUMP DISCHARGE CHECK VALVE

WATER GATE VALVE LOCATIONS

MANHOLE SIZE QUANTITY

MH# 54 12-INCH 1

MH# 528-1

6-INCH 1

8-INCH 1

12-INCH

MH# 527

6-INCH 1

8-INCH 1

MH# 525/526

6-INCH 1

8-INCH 1

12-INCH 2

MH# 524

-INCH 1

6-INCH 1

MH# 522 6-INCH 1

MH# 519 12-INCH 1

TOTALS

-INCH 1

6-INCH 5

8-INCH 3

12-INCH 5

CHECK VALVE LOCATIONS

MANHOLE SIZE QUANTITY

MH# 524 3-INCH 1

MH# LP-28 4-INCH 1

NOTE:

1. AWWA C508 CERTIFIED CHECK VALVES SHALL BE VAL-MATIC

SWING-FLEX® OR APPROVED EQUAL.

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OR APPROVED EQUAL.

Eielson AFB Waste Disposal / Borrow Pit Worksheet

-Page 1 -

FTQW # / PROJECT TITLE: FTQW180111 F-35A Extend Steam-Water Utiliduct to South Loop

Air Force Project Manager / Office Symbol / Telephone Number: Mark Hoague, 354 CES/CENMP, 377-1867

Contractor Project Engineer / Company / Telephone Number:

--PART I (To be completed by the project manager)--

ATTACH AF FORM 332 FOR PROJECT

The proponent must submit an electronic copy of the AF Form 332 with the “Waste Disposal / Borrow Pit Worksheet”.

HISTORICAL: Is this work occurring on the run-way (1131) or at one of the following buildings, note the new building numbers are in parentheses: 1120 (2287), 1121 (2311), 1123 (2339), 1124 (2341), 1125 (2347), 1127 (2355), 1128 (2357), 1132 (2359), 1133 (2383), 1134 (2381), 1135 (2379), 1136 (2377), 1138 (2421), 1140 (2511), 1141 (2509), 1146 (2577), 1161 (2615), 1183 (2681), 1190 (2685) or 3112 (354)?

Yes ☐ No ☒

REQUIRED SURVEYS:

1. Lead-based paint survey accomplished? Yes ☐ No ☒ Scan and attach the results or state why a survey is not required:

2. Asbestos survey accomplished? Yes ☐ No ☒ Scan and attach the results or state why a survey is not required:

WASTES TO BE GENERATED:

1. Trees: 0 number, square feet, or acres

2. Trees and brush or hydro-axed vegetation and soil mixture: 38,000 CYs

3. Clean soil: cubic yards - give brief description (percent silt, sand, gravel, organics etc): 4,000 cubic yards; silt 96% fines average

4. Contaminated soil: 100 cubic yards. Type of contaminate(s): PFOS/PFOA 2,000 cubic yards. Type of contaminate(s): POL 100 cubic yards. Type of contaminate(s): Barium

Please Note: Proponent must provide CEIE a soil sampling site map and copies of the sample results.

5. Concrete: 50 cubic yards

6. Asphalt:

a. Chunk: 300 cubic yards

b. Milled: 0 cubic yards j4en9tjg Polygon j4en9tjg Text Box

AM#05

j4en9tjg Text Box

EIE405

j4en9tjg Text Box

ATTACHMENT 1

01 57 20.01 29

-Page 2 -

FTQW # / PROJECT TITLE:

WASTES TO BE GENERATED (continued):

7. Asbestos: 100 cubic yards

8. Lead-Based Paint Debris: 0 Give brief description:

XRF Results:

TCLP Results:

9. Hazardous Wastes (quantities):

PCB light ballasts: 0 Non-PCB light ballasts: 0 Exit light ballasts: 0 Non-incandescent lights: 0 Transformers: 2 Transformer oil: 0 Mercury thermostats: 0 Smoke detectors: 0 Batteries: 0 Rags with oil, grease, or solvents: 0 Used spray cans: 0 Solvent, asbestos removal: 0 Capacitors and switching gear: 0 Used solvents (Quantity of used solvents collected in liquid form): 0

10. Construction / Demolition Wastes (wood, glass, sheetrock, pipe, etc):

a. Remove and dispose of chain-link security fencing (incl posts, wire mesh and barbed wire): 700 LF Remove and dispose of abandoned 3-inch POL pipes (actual length unknown – estimate is conservative): 5,000 LF Remove and dispose of steel pipe racks and steel anchors: 1,660 LF of existing utilidor Remove and dispose of 8-inch DI water main: 1,660 LF Remove and dispose of 6-inch steel steam pipe: 580 LF Remove and dispose of 3-inch steel condensate pipe: 580 LF Remove and dispose of 3-inch steel sewer pipe: 225 LF Remove and dispose of manhole ladder / ladder rungs: 11 manholes Remove and dispose of access hatches: 11 manholes Remove and dispose of utility / light poles: 3 Remove and dispose of CMP culverts: 1

b. Salvage railroad ties and return to the Government: 90

Salvage fire hydrants and return to the Government: 5

c. Items to be recycled: 0

BORROW PITS: Materials required for the project:

1. Gravel: 37,000 cubic yards

Please Note: Bailed gravel stored adjacent to an active gravel pit shall become property of the Government on 31 December of year it is bailed. To retain rights to the gravel the following year the Contractor shall provide written coordination prior to 31 December informing 354 CES/CEIE of their gravel needs.

2. Topsoil: 13,000 cubic yards

-Page 3 -

FTQW # / PROJECT TITLE:

--PART II (To be completed by 354 CES/CEIE)--

INSTRUCTIONS FOR THE DISPOSAL OF WASTES:

1. Tree Protection, Transplanting, Replacement, and Methods:

2. Wastes to be disposed on base:

a. Trees, Soil, Concrete:

b. Hazardous Waste and Asbestos:

3. Wastes to be disposed off base: All construction wastes (except hazardous wastes) not listed for on base disposal shall be disposed off base by the contractor in an approved landfill in accordance with applicable state and federal regulations. Estimated quantities or copies of landfill weight tickets of wastes disposed off base must be reported to the Solid Waste Manager for tracking at 377-1659.

Please Note: Prior to project completion the proponent shall provide CEIE written sampling result(s) and copy of the disposal tare for debris, e.g., lead painted materials disposed at the Fairbanks North Star Borough Landfill.

BORROW PITS:

1. Borrow pit(s) to be used:

Gravel -

Topsoil -

2. Pit development, rehabilitation, and/or expansion work required for the privilege of using borrow pit(s): Note:

Notify the Eielson Natural Resources Office (377-5182 when pit development is about to begin.

Reviewers:

CEIEC CEO CEOH CEOII CEIEA (NR)

Date of Issue This Coordination Review becomes invalid if the project is not awarded within one year from the date of issue.

F-35A EXTEND STEAM-WATER UTILIDUCT TO SOUTH LOOP W911KB-18-R-0017

EIE405 AM#05

SECTION TABLE OF CONTENTS

DIVISION 02 - EXISTING CONDITIONS

SECTION 02 41 00

DEMOLITION

PART 1 GENERAL

1.1 REFERENCES

1.2 PROJECT DESCRIPTION

1.2.1 Demolition Plan

1.2.2 General Requirements

1.3 ITEMS TO REMAIN IN PLACE

1.3.1 Existing Construction Limits and Protection

1.3.2 Utility Service

1.4 SUBMITTALS

1.5 QUALITY ASSURANCE

1.5.1 Dust and Debris Control

1.6 PROTECTION

1.6.1 Traffic Control Signs

1.6.2 Protection of Personnel

1.7 RELOCATIONS

1.8 EXISTING CONDITIONS

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 EXISTING FACILITIES TO BE REMOVED

3.1.1 Structures

3.1.2 Utilities and Related Equipment

3.1.2.1 General Requirements

3.1.2.2 Disconnecting Existing Utilities

3.1.3 Paving and Slabs

3.1.4 Miscellaneous Metal

3.1.5 Electrical Equipment and Fixtures

3.1.5.1 Fixtures / Structures

3.1.5.2 Electrical Devices

3.1.5.3 Conduit and Miscellaneous Items

3.2 DISPOSITION OF MATERIAL

3.2.1 Title to Materials

3.2.2 Reuse of Materials and Equipment

3.2.3 Salvaged Materials and Equipment

3.2.4 Unsalvageable and Non-Recyclable Material

3.3 CLEANUP

3.4 DISPOSAL OF REMOVED MATERIALS

3.4.1 Regulation of Removed Materials

3.4.2 Burning on Government Property

3.5 REUSE OF SALVAGED ITEMS

-- End of Section Table of Contents --

Section 02 41 00 Page 1

Section 02 41 00 Page 2

SECTION 02 41 00

DEMOLITION

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE A10.6 (2006) Safety Requirements for Demolition Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 PROJECT DESCRIPTION

1.2.1 Demolition Plan

Prepare a Demolition Plan and submit proposed salvage, demolition, and removal procedures for approval before work is started. Include in the plan procedures for careful removal and disposition of materials specified to be salvaged, coordination with other work in progress, a disconnection schedule of utility services, a detailed description of methods and equipment to be used for each operation and of the sequence of operations.

Refer to Section 01 19 30.02 29 / 1.9.1 for a list of salvageable material items to be returned to the Government. Coordinate with Waste Management Plan. Provide procedures for safe conduct of the work in accordance with EM 385-1-1. Plan shall be approved by Contracting Officer prior to work beginning.

1.2.2 General Requirements

Do not begin demolition until authorization is received from the Contracting Officer. The work includes demolition, salvage of identified items and materials and removal of resulting rubbish and debris. Remove rubbish and debris from Government property daily, unless otherwise directed. Store materials that cannot be removed daily in areas specified by the Contracting Officer. In the interest of occupational safety and health, perform the work in accordance with EM 385-1-1, Section 23, Demolition, and other applicable Sections.

1.3 ITEMS TO REMAIN IN PLACE

Take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the Government. Repair or replace damaged items as approved by the Contracting Officer.

Coordinate the work of this section with all other work indicated.

Section 02 41 00 Page 3

Construct and maintain shoring, bracing, and supports as required. Ensure that structural elements are not overloaded. Increase structural supports or add new supports as may be required as a result of any cutting, removal, or demolition work performed under this contract. Do not overload pavements to remain. Provide new supports and reinforcement for existing structures or utility poles weakened by demolition or removal work.

Repairs, reinforcement, or structural replacement require approval by the Contracting Officer prior to performing such work.

1.3.1 Existing Construction Limits and Protection

Do not disturb existing structures or utility poles beyond the extent indicated or necessary for installation of new construction. Provide temporary shoring and bracing for support of utility poles to prevent settlement or other movement.

1.3.2 Utility Service

Maintain existing utilities indicated to stay in service and protect against damage during demolition operations. Prior to start of work, utilities serving each area of alteration or removal will be shut off by the Government and disconnected and sealed by the Contractor.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Demolition Plan Existing Conditions

1.5 QUALITY ASSURANCE

Comply with federal, state, and local hauling and disposal regulations. In addition to the requirements of the "Contract Clauses," conform to the safety requirements contained in ASSE/SAFE A10.6. Use of explosives will not be permitted.

1.5.1 Dust and Debris Control

Prevent the spread of dust and debris and avoid the creation of a nuisance or hazard in the surrounding area. Do not use water if it results in hazardous or objectionable conditions such as, but not limited to, ice, flooding, or pollution.

1.6 PROTECTION

1.6.1 Traffic Control Signs

Where pedestrian and driver safety is endangered in the area of removal work, use traffic barricades with flashing lights. Anchor barricades in a manner to prevent displacement by wind. Notify the Contracting Officer

Section 02 41 00 Page 4 prior to beginning such work.

1.6.2 Protection of Personnel

Before, during and after the demolition work continuously evaluate the condition of the structure being demolished and take immediate action to protect all personnel working in and around the project site.

1.7 RELOCATIONS

Perform the removal and reinstallation of relocated items as indicated with workmen skilled in the trades involved. Repair or replace items to be relocated which are damaged by the Contractor with new undamaged items as approved by the Contracting Officer.

1.8 EXISTING CONDITIONS

Before beginning any demolition work, survey the site and examine the drawings and specifications to determine the extent of the work. Record existing conditions in the presence of the Contracting Officer showing the condition of structures and other facilities adjacent to areas of alteration or removal. Photographs sized 4 inch will be acceptable as a record of existing conditions. Include in the record the elevation of the top of foundation walls, finish floor elevations, possible conflicting electrical conduits, plumbing lines, alarms systems, the location and extent of existing cracks and other damage and description of surface conditions that exist prior to before starting work. It is the Contractor's responsibility to verify and document all required outages which will be required during the course of work, and to note these outages on the record document.

PART 2 PRODUCTS

Not Applicable

PART 3 EXECUTION

3.1 EXISTING FACILITIES TO BE REMOVED

Inspect and evaluate existing structures onsite for reuse. Existing construction scheduled to be removed for reuse shall be disassembled.

Dismantled and removed materials are to be separated, set aside, and prepared as specified, and stored or delivered to a collection point for reuse, remanufacture, recycling, or other disposal, as specified.

Materials shall be designated for reuse onsite whenever possible.

3.1.1 Structures

Remove existing structures as indicated on the drawings.

3.1.2 Utilities and Related Equipment

3.1.2.1 General Requirements

Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by the Contracting Officer. Do not interrupt existing utilities serving facilities occupied and used by the Government except when approved in writing and then only after temporary utility services have been approved and provided. Do not begin demolition

Section 02 41 00 Page 5 work until all utility disconnections have been made. Shut off and cap utilities for future use, as indicated.

3.1.2.2 Disconnecting Existing Utilities

Remove existing utilities, as indicated, and terminate in a manner conforming to the nationally recognized code covering the specific utility and approved by the Contracting Officer. When utility lines are encountered but are not indicated on the drawings, notify the Contracting Officer prior to further work in that area.

3.1.3 Paving and Slabs

Remove sawcut concrete curbing and asphaltic concrete paving including aggregate base as indicated on the drawings. Provide neat sawcuts at limits of pavement removal as indicated.

3.1.4 Miscellaneous Metal

Recycle scrap metal as part of demolition and deconstruction operations.

Provide separate containers to collect scrap metal and transport to a scrap metal collection or recycling facility, in accordance with the Waste Management Plan.

3.1.5 Electrical Equipment and Fixtures

3.1.5.1 Fixtures / Structures

Remove and dispose of electrical fixtures / structures as indicated.

3.1.5.2 Electrical Devices

Remove and dispose of switches, switchgear, transformers, conductors including wire and nonmetallic sheathed and flexible armored cable, regulators, meters, instruments, plates, circuit breakers, panelboards, outlet boxes, and similar items as indicated.

3.1.5.3 Conduit and Miscellaneous Items

Consider corroded, bent, or damaged metal conduit as scrap metal.

3.2 DISPOSITION OF MATERIAL

3.2.1 Title to Materials

Except for salvaged items specified in related Sections, and for materials or equipment scheduled for salvage, all materials and equipment removed and not reused or salvaged, shall become the property of the Contractor and shall be removed from Government property. Title to materials resulting from demolition, and materials and equipment to be removed, is vested in the Contractor upon approval by the Contracting Officer of the Contractor's demolition and removal procedures, and authorization by the Contracting Officer to begin demolition. The Government will not be responsible for the condition or loss of, or damage to, such property after contract award. Showing for sale or selling materials and equipment on site is prohibited.

Section 02 41 00 Page 6

3.2.2 Reuse of Materials and Equipment

Remove and store materials, signs and equipment indicated in the drawings to be reused or relocated to prevent damage, and reinstall as the work progresses.

3.2.3 Salvaged Materials and Equipment

Remove materials and equipment that are specified in Section 01 19 30.02 29 to be removed by the Contractor and that are to remain the property of the Government, and deliver to a location on Eielson AFB as determined by the Contracting Officer.

a. Store all materials salvaged for the Contractor as approved by the Contracting Officer and remove from Government property before completion of the contract. On site sales of salvaged material is prohibited.

b. Remove salvaged items to remain the property of the Government in a manner to prevent damage. Items damaged during removal or storage must be repaired or replaced to match existing items.

3.2.4 Unsalvageable and Non-Recyclable Material

Dispose of unsalvageable and non-recyclable noncombustible material in the approved disposal areas identified by Eielson AFB through coordination with the Contracting Officer.

3.3 CLEANUP

Remove debris and rubbish from within the project limits. Remove and transport the debris in a manner that prevents spillage on streets or adjacent areas. Apply local regulations regarding hauling and disposal.

3.4 DISPOSAL OF REMOVED MATERIALS

3.4.1 Regulation of Removed Materials

Dispose of debris, rubbish, scrap, and other nonsalvageable materials resulting from removal operations in compliance with all applicable federal, state and local regulations as contractually specified in the Waste Management Plan.

3.4.2 Burning on Government Property

Burning of materials removed from demolished and deconstructed structures will not be permitted on Government property.

3.5 REUSE OF SALVAGED ITEMS

Recondition salvaged materials, signs and equipment designated for reuse before installation. Replace items damaged during removal and salvage operations or restore them as necessary to usable condition.

-- End of Section --

Section 02 41 00 Page 7

SECTION TABLE OF CONTENTS

DIVISION 03 - CONCRETE

SECTION 03 15 00.00 10

CONCRETE ACCESSORIES

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 DELIVERY, STORAGE, AND HANDLING

PART 2 PRODUCTS

2.1 CONTRACTION JOINT STRIPS

2.2 PREFORMED EXPANSION JOINT FILLER

2.3 SEALANT

2.3.1 Preformed Polychloroprene Elastomeric Type

2.3.2 Lubricant for Preformed Compression Seals

2.3.3 Field-Molded Type

2.4 WATERSTOPS

2.4.1 Non-Metallic Materials

2.4.2 Non-Metallic Hydrophilic

2.4.3 Preformed Plastic Adhesive

2.4.3.1 Chemical Composition

2.4.3.2 Adhesion Under Hydrostatic Pressure

2.4.3.3 Sag of Flow Resistance

2.4.3.4 Chemical Resistance

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Contraction Joints

3.1.1.1 Joint Strips

3.1.1.2 Sawed Joints

3.1.2 Expansion Joints

3.1.3 Joint Sealant

3.1.3.1 Joints With Preformed Compression Seals

3.1.3.2 Joints With Field-Molded Sealant

3.2 WATERSTOPS, INSTALLATION AND SPLICES

3.2.1 Non-Metallic

3.2.1.1 Rubber Waterstop

3.2.1.2 Polyvinyl Chloride Waterstop

3.2.1.3 Quality Assurance

3.2.2 Non-Metallic Hydrophilic Waterstop Installation

3.2.3 Preformed Plastic Adhesive Installation

3.3 CONSTRUCTION JOINTS

Section 03 15 00.00 10 Page 1

SECTION 03 15 00.00 10

CONCRETE ACCESSORIES

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

AASHTO T 111 (2011; R 2015) Standard Method of Test for Mineral Matter or Ash in Asphalt Materials

AMERICAN HARDBOARD ASSOCIATION (AHA)

AHA A135.4 (1995; R 2004) Basic Hardboard

ASTM INTERNATIONAL (ASTM)

ASTM C919 (2012) Use of Sealants in Acoustical Applications

ASTM C920 (2014a) Standard Specification for Elastomeric Joint Sealants

ASTM D1751 (2004; E 2013; R 2013) Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types)

ASTM D1752 (2004a; R 2013) Standard Specification for Preformed Sponge Rubber Cork and Recycled PVC Expansion

ASTM D2628 (1991; R 2011) Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements

ASTM D2835 (1989; R 2012) Lubricant for Installation of Preformed Compression Seals in Concrete Pavements

ASTM D4 (1986; R 2010) Bitumen Content

ASTM D412 (2015a) Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension

ASTM D471 (2016a) Standard Test Method for Rubber

Section 03 15 00.00 10 Page 2

Property - Effect of Liquids

ASTM D5249 (2010; R 2016) Standard Specification for Backer Material for Use with Cold-and Hot-Applied Joint Sealants in Portland-Cement Concrete and Asphalt Joints

ASTM D6/D6M (1995; E 2011; R 2011) Loss on Heating of Oil and Asphaltic Compounds

U.S. ARMY CORPS OF ENGINEERS (USACE)

COE CRD-C 513 (1974) Corps of Engineers Specifications for Rubber Waterstops

COE CRD-C 572 (1974) Corps of Engineers Specifications for Polyvinylchloride Waterstops

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

SD-02 Shop Drawings

Waterstops; G

SD-03 Product Data

Preformed Expansion Joint Filler Sealant Waterstops

SD-04 Samples

Lubricant for Preformed Compression Seals Field-Molded Type Waterstops

SD-07 Certificates

Preformed Expansion Joint Filler Sealant Waterstops

1.3 DELIVERY, STORAGE, AND HANDLING

Protect material delivered and placed in storage off the ground from moisture, dirt, and other contaminants. Deliver sealants in the manufacturer's original unopened containers. Remove sealants from the site whose shelf life has expired.

Section 03 15 00.00 10 Page 3

PART 2 PRODUCTS

2.1 CONTRACTION JOINT STRIPS

Use 1/8 inch thick tempered hardboard contraction joint strips conforming to AHA A135.4, Class 1. In lieu of hardboard strips, rigid polyvinylchloride (PVC) or high impact polystyrene (HIPS) insert strips specifically designed to induce controlled cracking in slabs on grade may be used. Such insert strips must have removable top section.

2.2 PREFORMED EXPANSION JOINT FILLER

Use preformed expansion joint filler material conforming to ASTM D1751 or ASTM D1752. Unless otherwise indicated, filler material must be 3/8 inch thick and of a width applicable for the joint formed. Backer material, when required, must conform to ASTM D5249.

2.3 SEALANT

Joint sealant conforming to the following:

2.3.1 Preformed Polychloroprene Elastomeric Type

ASTM D2628.

2.3.2 Lubricant for Preformed Compression Seals

ASTM D2835. Submit a piece not less than 9 ft of 1 inch nominal width or wider seal or a piece not less than 12 ft of compression seal less than 1 inch nominal width. Provide one quart of lubricant.

2.3.3 Field-Molded Type

ASTM C920. Use Type M, Grade P or NS, Class 25, Use sealant for horizontal joints. Type M, Grade NS, Class 25, Use NT for vertical joints.

Use polyethylene tape, coated paper, metal foil or similar type materials as bond breaker. The back-up material must be compressible, non-shrink, nonreactive with sealant, and non-absorptive material type such as extruded butyl or polychloroprene rubber. Submit 1 gallon of field-molded sealant and 1 quart of primer (when primer is recommended by the sealant manufacturer) identified to indicate manufacturer, type of material, quantity, and shipment or lot represented.

2.4 WATERSTOPS

Submit a sample of each material consisting of a piece not less than 12 inches long cut from each 200 feet of finished waterstop furnished, but not less than a total of 4 linear feet of each type and size furnished. For spliced segments of waterstops to be installed in the work, furnish one spliced sample of each size and type for every 50 splices made in the factory and every 10 splices made at the job site for inspection and testing. Make the spliced samples using straight run pieces with the splice located at the mid-length of the sample and finished as required for the installed waterstop; the total length of each spliced sample not less than 12 inches. Submit waterstop materials and splice samples for inspection and testing identified to indicate manufacturer, type of material, size and quantity of material and shipment represented. Submit a shop drawing of the waterstops showing the placement and configuration.

Section 03 15 00.00 10 Page 4

2.4.1 Non-Metallic Materials`

Manufacture non-metallic waterstops from a prime virgin resin; reclaimed material is not acceptable. The compound must contain plasticizers, stabilizers, and other additives to meet specified requirements. Rubber waterstops conforming to COE CRD-C 513. Polyvinylchloride waterstops conforming to COE CRD-C 572. Thermoplastic elastomeric rubber waterstops conforming to ASTM D471. Submit a piece not less than 12 inch long cut from each 200 ft of finished waterstop furnished, but not less than a total of 4 ft of each type, size, and lot furnished. One splice sample of each size and type for every 50 splices made in the factory and every 10 splices made at the job site. Make the splice samples using straight run pieces with the splice located at the mid-length of the sample and finished as required for the installed waterstop; the total length of each splice not less than 12 inches long.

2.4.2 Non-Metallic Hydrophilic

Swellable strip type compound of polymer modified chloroprene rubber that swells upon contact with water conforming to ASTM D412 as follows: Tensile strengthAM#05... 300 psiAM#05... minimum; ultimate elongation 600 percent minimum. Hardness must be 50 minimum on the type A durometer and the volumetric expansion ratio in distilled water at 70 degrees F shall be 3 to 1 minimum.

2.4.3 Preformed Plastic Adhesive

Produce preformed plastic adhesive waterstops from blends of refined hydrocarbon resins and plasticizing compounds reinforced with inert mineral filler, containing no solvents, asbestos, irritating fumes or obnoxious odors. The compound cannot depend on oxidizing, evaporating, or chemical action for its adhesive or cohesive strength.

2.4.3.1 Chemical Composition

Meet the chemical composition of the sealing compound requirements shown below:

PERCENT BY WEIGHT

COMPONENT MINIMUM MAXIMUM TEST

Bitumen (Hydrocarbon plastic)

50 70 ASTM D4

Inert Mineral Filler 30 50 AASHTO T 111

Volatile Matter 2 ASTM D6/D6M

2.4.3.2 Adhesion Under Hydrostatic Pressure

The sealing compound must not leak at the joints for a period of 24 hours under a vertical 6 foot head pressure. In a separate test, the sealing compound must not leak under a horizontal pressure of 10 psi which is reached by slowly applying increments of 2 psi every minute.

Section 03 15 00.00 10 Page 5

2.4.3.3 Sag of Flow Resistance

Sagging must not be detected when tested as follows: Fill a wooden form 1 inch wide and 6 inches long flush with sealing compound and place in an oven at 135 degrees F in a vertical position for 5 days.

2.4.3.4 Chemical Resistance

The sealing compound when immersed separately in a 5 percent solution of caustic potash, a 5 percent solution of hydrochloric acid, 5 percent solution of sulfuric acid and a saturated hydrogen sulfide solution for 30 days at ambient room temperature must show no visible deterioration.

PART 3 EXECUTION

3.1 INSTALLATION

Provide joint locations and details, including materials and methods of installation of joint fillers and waterstops, as specified and indicated.

In no case may any fixed metal be continuous through an expansion or contraction joint.

3.1.1 Contraction Joints

Contraction joints may be constructed by inserting tempered hardboard strips or rigid PVC or HIPS insert strips into the plastic concrete using a steel parting bar, when necessary, or by cutting the concrete with a saw after concrete has set. Make joints 1/8 inch to 3/16 inch wide and extend into the slab one-fourth the slab thickness, minimum, but not less than 1 inch.

3.1.1.1 Joint Strips

Provide strips of the required dimensions and as long as practicable.

After the first floating, groove the concrete with a tool at the joint locations. Insert the strips in the groove and depress them until the top edge of the vertical surface is flush with the surface of the slab. Float and finish the slab as specified. Workf the concrete adjacent to the joint the minimum necessary to fill voids and consolidate the concrete. Where indicated, saw out the top portion of the strip after the curing period to form a recess for sealer. Discard the removable section of PVC or HIPS strips and leave the insert in place. Maintain true alignment of the strips during insertion.

3.1.1.2 Sawed Joints

Saw joints early enough to prevent uncontrolled cracking in the slab, but late enough that this can be accomplished without appreciable spalling.

Start cutting as soon as the concrete has hardened sufficiently to prevent raveling of the edges of the saw cut. Complete cutting before shrinkage stresses become sufficient to produce cracking. Use concrete sawing machines that are adequate in number and power, and with sufficient replacement blades to complete the sawing at the required rate. Cut joints to true alignment and in sequence of concrete placement. Remove sludge and cutting debris. Form reservoir for joint sealant.

3.1.2 Expansion Joints

Use preformed expansion joint filler in expansion and isolation joints in

Section 03 15 00.00 10 Page 6 slabs around columns and between slabs on grade and vertical surfaces where indicated. Extend the filler to the full slab depth, unless otherwise indicated.

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