EIE405_Amendment_0004.pdf

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 the 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 17-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

17-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:

Summary of Changes

a. The following drawings are substituted for the superseded documents/sections:

Clarification of drawings changed in AM#04:

Revised drawings in response to Bidder Questions.

Drawings changed in AM#04:

G‐001 G‐002 G‐003 C‐419 C‐420 C‐421 S‐521 S‐522 S‐523 S‐524 E‐104

b. The following drawings are added:

NONE

c. The following revised documents/sections are substituted for the superseded documents/sections:

The identifier “AM #04” appears before and after new and/or revised materials, except as noted below.

SECTION 02 61 13 – EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

‐ Paragraph 1.5.1 Added Barium to the list of contaminants.

‐ Paragraph 3.4.1 Added verbiage regarding stockpiled soils that test below cleanup levels.

SECTION 33 05 29.00 29 – WATER DISTRIBUTION SYSTEMS IN UTILIDORS

‐ Paragraph 2.5.2.1 Changed Cast Steel to Ductile Iron.

SECTION 33 05 33.00 29 – SEWERS IN UTILIDORS

‐ Paragraph 2.1.1 Added pipe type for pipe smaller than 3 inches.

SECTION 33 05 37.00 29 – HEAT DISTRIBUTION SYSTEMS IN UTILIDORS AND MANHOLES

‐ Paragraph 2.4.1 Changed description of required steam traps.

‐ Paragraph 2.5 AIR VENTS, Paragraph removed.

‐ Paragraph 2.5.1 Steam Air Vents, Paragraph removed.

‐ Paragraph 2.5.2 Condensate Air Vents, Paragraph removed.

‐ Paragraph 3.4 AIR VENTS, Paragraph removed.

SECTION 33 05 41.00 29 – UTILIDOR SYSTEM

‐ Paragraph 2.8 Third paragraph. Changed from “utilduct” to “manhole”.

SECTION 40 05 13.96 – WELDING PROCESS PIPING

‐ Paragraph 3.2 Deleted sentence.

d. The following sections are added:

e. The following sections are deleted:

f. Other:

Map showing possible capped and un‐capped laydown yard/parking locations.

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#04, 16 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

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#04 - EIE405, 16 NOV 2017

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

EIELSON AFB, ALASKA

SCHEDULE OF DRAWINGS

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

10 SHEETS (IN BOLD) CHANGED IN THIS AMENDMENT (6 ON THIS SHEET)

23 S-121 MANHOLE 519 FLOOR SLAB BOTTOM REINF PLAN

24 S-122 MANHOLE 519 FLOOR SLAB TOP REINF PLAN

25 S-123 MANHOLE 519 CEILING SLAB BOTTOM REINFORCEMENT PLAN

26 S-124 MANHOLE 519 CEILING SLAB TOP REINFORCEMENT PLAN

27 S-125 MANHOLE LP-28 TIE IN PLANS

STRUCTURAL: SECTIONS

28 S-301 MANHOLE 528-1 SECTIONS - 1 OF 2

29 S-302 MANHOLE 528-1 SECTIONS - 2 OF 2

30 S-303 MANHOLE 519 SECTIONS - 1 OF 2

31 S-304 MANHOLE 519 SECTIONS - 2 OF 2

32 S-305 FIRE HYDRANT THRUST BLOCK SECTIONS

33 S-306 MANHOLE LP-28 TIE IN SECTIONS 1 OF 3

34 S-307 MANHOLE LP-28 TIE IN SECTIONS 2 OF 3

35 S-308 MANHOLE LP-28 TIE IN SECTIONS 3 OF 3

STRUCTURAL: DETAILS

36 S-501 TYPICAL DETAILS

37 S-502 UTILIDUCT DETAILS - 1 OF 3

38 S-503 UTILIDUCT DETAILS - 2 OF 3

39 S-504 UTILIDUCT DETAILS - 3 OF 3

40 S-511 MANHOLE DETAILS - 1 OF 3

41 S-512 MANHOLE DETAILS - 2 OF 3

42 S-513 MANHOLE DETAILS - 3 OF 3

43 S-521 PIPE ANCHOR DETAILS - 1 OF 3

44 S-522 PIPE ANCHOR DETAILS - 2 OF 3

45 S-523 PIPE ANCHOR DETAILS - 3 OF 3

46 S-524 UTILDUCT PIPE SUPPORT DETAILS - 1 OF 2

47 S-525 UTILIDUCT PIPE SUPPORT DETAILS - 2 OF 2

48 S-531 EXISTING UTILIDOR LID DETAILS

STRUCTURAL: SCHEDULES AND DIAGRAMS

49 S-601 MANHOLE & UTILIDUCT SCHEDULES

50 S-602 SPECIAL INSPECTION SCHEDULES

ELECTRICAL: GENERAL

1 E-001 NOTES & LEGEND

2 E-002 SITE PLAN

ELECTRICAL: PLANS

3 E-101 UTILIDUCT - STA 10+00 TO 28+00

4 E-102 UTILIDUCT - STA 28+00 TO 48+00

5 E-103 UTILIDUCT - STA 48+00 TO 68+00

6 E-104 UTILIDUCT - STA 68+00 TO 88+00

7 E-105 UTILIDUCT - STA 88+00 TO 99+50

ELECTRICAL: DETAILS

8 E-501 TYPICAL PANEL DETAIL

9 E-502 MISC DETAILS

ELECTRICAL: SCHEDULES AND DIAGRAMS

10 E-601 ONELINE DIAGRAMS

11 E-602 POWER ONELINE PULLBOX

12 E-603 POWER ONELINE PULLBOX

13 E-604 TYPICAL PANEL DETAIL

ALASKA DISTRICT U.S. ARMY CORPS OF ENGINEERS

W911KB-18-R-0017

AM#04 - EIE405, 16 NOV 2017

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

EIELSON AFB, ALASKA

SCHEDULE OF DRAWINGS

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Drawing # AF-890-181-02 Sheet 3 of 55

10 SHEETS (IN BOLD) CHANGED IN THIS AMENDMENT (4 ON THIS SHEET)

ALASKA DISTRICT

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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

A

E

E

L S

B

A

L A

S K

A

F

X T

E N

D

S

T E

A M

W

A T

U

I L I D

U C

T

T

O

S

O U

H

L

O P

AM#04

N

V

W

K B

R

F T

Q W

E I E

A F

D r a w i n g

X

U

N I F

I E

D E

N T

E J o b s E

I E

D w g s C

A D

E

I E

C d w g l a s t s a v e d o n

A

M w a s p l o t t e d b y

H u b b e l l

E u g e n e

J r

C

A

R M

Y

C

E P

S o n

P

M

VERIFY SCALES: IF THIS LINE 0 2"

DOES NOT MEASURE 2", ADJUST SCALE ACCORDINGLY.

M A

N H

O

N

W

A

N

I S

O M

E T

R

E

W

MANHOLE 523 NEW PLAN ISOMETRIC VIEW

SCALE: NONE

NEW 20" STEAM

NEW 12" WATER

NEW 8" CONDENSATE

NEW 8" CONDENSATE EXPANSION JOINT

NEW 8" CONDENSATE

NEW 12" WATER

NEW 20" STEAM

NEW 20" STEAM EXPANSION JOINT

EXISTING 3" STEAM

EXISTING 2" CONDENSATE

NEW DRIP LEG

G

S

C H

M I D

T

B

G

O E

R I N

G

G

E P

P E

R T

G

T

A C

K E

S

G

T

A C

K E

S T

G

I L

L

C I V

I L

E I E

C d w g

C-419

L A

R G

E

S

C A

E

M

A N

H O

L E

S

S

T

O

NEW 3" VALVE

NEW SUMP PUMP

NEW 3" SUMP DISCHARGE LINE

NEW TRAP

ASSEMBLY

NEW 2" VALVE

NEW 2" CONDENSATE

NEW 3" STEAM

A3

A

M

D

A

P

A

S S

E M

B L Y

G J T

NEW TRAP

ASSEMBLY

NEW 8" CONDENSATE

NEW CONDENSATE EXPANSION JOINT

NEW 8" CONDENSATE

NEW 12" WATER

NEW 20" STEAM

NEW 12" WATER

NEW 20" STEAM

NEW STEAM DRIP LEG

NEW STEAM EXPANSION JOINT

EXISTING 2" CONDENSATE

EXISTING 3" STEAM

MANHOLE ACCESS

SCALE: 1/2" = 1'-0"

MANHOLE 523 NEW PLAN

NEW 2"

CONDENSATE

NEW 3" STEAM

NEW STEAM VALVE

NEW CONDENSATE VALVE

NEW 3" SUMP DISCHARGE LINE

NEW 3" SUMP DISCHARGE LINE

NEW SUMP PUMP

AND GRATING

A2

E2

A8

D8

C-421

C-421

C-421

C-421

ANCHOR (TYPICAL)

NEW TRAP ASSEMBLY

POD

POD

GENERAL MANHOLE NOTES:

1. SEE SHEET S-601 FOR FLOOR, WALL AND ROOF DIMENSIONS AND FOR

REINFORMENT SCHEDULES.

2. DRIP LEG AND TRAP ASSEMBLY. PROVIDE DRIP LEG(S) AND TRAP

ASSEMBLY(S) WHERE SHOWN AND AS SHOWN ON SHEET C-621.

3. PRESSURE GAUGES. PRESSURE GAUGES SHALL BE PROVIDED ON EACH

SIDE OF SHUT OFF VALVES AND WHERE INDICATED. PRESSURE GAUGES

FOR STEAM AND CONDENSATE LINES SHALL BE INSTALLED AS SHOWN IN

DETAIL 3 ON SHEET C-621.

4. BLOWDOWNS. BLOWDOWNS SHALL BE PROVIDED ON EACH DRIP LEG

AND WHERE INDICATED. BLOWDOWNS FOR STEAM AND CONDENSATE

LINES SHALL BE INSTALLED AS SHOWN IN DETAILS 1 AND 4 ON SHEET

C-621.

5. DRAINS. WATER MAIN DRAINS SHALL BE PROVIDED IN EACH MANHOLE.

SUMP DISCHARGE DRAINS SHALL BE PROVIDED IN MANHOLES

IDENTIFIED IN DETAIL E10 ON SHEET C-502.

6. SUMP PUMPS. SUMP PUMP SHALL BE INSTALLED AS SHOWN ON SHEET

C-625 AND AS REQUIRED ON ELECTRICAL DRAWINGS. ALL NEW

MANHOLE FLOORS SHALL BE SLOPED TO DRAIN TOWARDS THE SUMP

PIT. NEW GRATING SHALL BE INSTALLED OVER SUMP PIT, FOR ALL NEW

AND EXISTING MANHOLES WITH A SUMP PIT.

7. PROVIDE MANHOLE VENTILATION PIPES AS SHOWN ON SHEET C-505

AND AS LOCATED ON THE S-100 SERIES SHEETS.

8. PROVIDE PIPING IDENTIFICATION MARKERS ON PIPING WITHIN

MANHOLES AS STIPULATED IN SECTIONS 33 05 29.00 29, 33 05 33.00 29

AND 33 05 37.00 29.

NEW TRAP ASSEMBLY

ALASKA DISTRICT

D A

T E

D E

S C

R I P

T I O

N A

P P

D

D E

S I G

N E

D

B

Y

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

R

E E

T

A L

A S

S

T R

I C

T

REFERENCE

NUMBER:

SHEET OF

US ARMY CORPS

OF ENGINEERS

A

B

C

D

E

F

G

H

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

J B

E R

A

L A

S

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

A N

S I

D

S I Z

E

F I L E

I S

S U

E

D

A T

E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

D R

A W

I N

G

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

A

E

L S

B

A

L A

S K

A

F

T

E N

D

S

T E

A M

W

A T

I L I D

U C

T

T

O

S

O U

O P

AM#04

N

W

K B

R

F T

Q W

E I E

A F

D r a w i n g

X

U

N I F

I E

D E

N T

E J o b s E

I E

D w g s C

A D

E

I E

C d s t s a v e d o n

A

M w a s p l o t t e d b y

H u b b e l l

E u g e n

C

A

R M

Y

C

E P

S o n

P

M

VERIFY SCALES: IF THIS LINE 0 2"

DOES NOT MEASURE 2", ADJUST SCALE ACCORDINGLY.

M A

N H

O

N

A

N

G

S

C H

M I D

T

B

G

O E

R I N

G

E P

P E

R T

G

T

A C

K E

S

G

T

A C

K E

S T

G

I L

L

C I V

I L

E I E

C d w g

C-420

L A

R G

E

S

C A

E

A N

H O

L E

S

S

T

O

A

M

D

A

P

A

S S

E M

B L Y

G J T

1 1

AutoCAD SHX Text

EXISTING 3" STEAM

EXISTING 2" CONDENSATE

NEW 12" WATER

NEW STEAM DRIP LEG

NEW 20" STEAM

NEW 8" CONDENSATE

NEW 2" CONDENSATE

NEW 12" WATER

NEW 20" STEAM

NEW 20" STEAM

NEW STEAM DRIP LEG

NEW 12" WATER

NEW STEAM EXPANSION JOINT

MANHOLE ACCESS

NEW 8" CONDENSATE

NEW 8" CONDENSATE

NEW CONDENSATE EXPANSION JOINT

MANHOLE ACCESS

NEW 20" STEAM

NEW 8" CONDENSATE

NEW 12" WATER

NEW 3" STEAM

MANHOLE SECTION

SCALE: 1/2" = 1'-0"

A2

MANHOLE SECTION

SCALE: 1/2" = 1'-0"

E2

MANHOLE SECTION

SCALE: 1/2" = 1'-0"

A8

MANHOLE SECTION

SCALE: 1/2" = 1'-0"

D8

C-421

C-421

C-421

C-421

NEW CONDENSATE VALVE

NEW STEAM VALVE

NEW 2" CONDENSATE

NEW 3" STEAM

NEW 3" STEAM

NEW STEAM VALVE

NEW 3TEAM DRIP LEG

NEW 2" CONDENSATE

NEW 2" CONDENSATE

NEW CONDENSATE VALVE

NEW 2-1/2" SUMP DISCHARGE LINE

NEW 3" SUMP DISCHARGE LINE

NEW 3" SUMP DISCHARGE LINE

NEW 2-1/2" SUMP DISCHARGE LINE

NEW TRAP ASSEMBLY

NEW TRAP ASSEMBLY

POD

POD

OPTION 0012:

NEW 4'x3' ACCESS HATCH

OPTION 0012:

NEW 4'x3' ACCESS HATCH

NEW TRAP ASSEMBLY

ALASKA DISTRICT

D A

T E

D E

S C

R I P

T I O

N A

P P

D

D E

S I G

N E

D

B

Y

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

R

E E

T

A L

A S

S

T R

I C

T

REFERENCE

NUMBER:

SHEET OF

US ARMY CORPS

OF ENGINEERS

A

B

C

D

E

F

G

H

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

J B

E R

A

L A

S

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

A N

S I

D

S I Z

E

F I L E

I S

S U

E

D

A T

E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

D R

A W

I N

G

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

A

E

L S

B

A

L A

S K

A

F

T

E N

D

S

T E

A M

W

A T

I L I D

U C

T

T

O

S

O U

O P

AM#04

N

W

K B

R

F T

Q W

E I E

A F

D r a w i n g

X

U

N I F

I E

D E

N T

E J o b s E

I E

D w g s C

A D

E

I E

C d s t s a v e d o n

A

M w a s p l o t t e d b y

H u b b e l l

E u g e n

C

A

R M

Y

C

E P

S o n

P

M

VERIFY SCALES: IF THIS LINE 0 2"

DOES NOT MEASURE 2", ADJUST SCALE ACCORDINGLY.

M A

N H

O

N

C

T I O

N S

G

S

C H

M I D

T

B

G

O E

R I N

G

E P

P E

R T

G

T

A C

K E

S

G

T

A C

K E

S T

G

I L

L

C I V

I L

E I E

C d w g

C-421

L A

R G

E

S

C A

E

A N

H O

L E

S

S

T

O

A

M

D

A

P

A

S S

E M

B L Y

G J T

E

Z x

K H

E

Z x

K H

E

Z x

K H

E

Z x

SCALE:

TYP STEAM PIPE EXPANSION ANCHOR

CONNECTION TO FLOOR & CEILING SLAB PLAN

3/4" = 1'-0"F5

STRAIGHT RUN PLAN

TYP PIPE BEND PLAN

SCALE:

TYP STEAM PIPE EXPANSION ANCHOR

CONNECTION TO STEAM PIPE PLAN

3/4" = 1'-0"F9

STRAIGHT RUN PLAN TYP PIPE BEND PLAN

PIPE ANCHOR

LOCATION. SEE CIVIL

PLANS

PIPE ANCHOR

LOCATION. SEE CIVIL

PLANS

PIPE ANCHOR

LOCATION. SEE CIVIL

PLANS

PIPE ANCHOR

LOCATION. SEE CIVIL

PLANS

SCALE:

TYPICAL STEAM PIPE ANCHOR

BASE/CAP PLATE DIMENSIONS

3/4" = 1'-0"C8

SCALE:

TYP STEAM PIPE EXPANSION ANCHOR

ELEVATION

3/4" = 1'-0"A4

11"

1 2

1 2

" PLATE

FLOOR: (6) STAINLESS STEEL

"X8" ROD

W/ 6" EMBED IN EPOXY,

CEILING: (6) ZINC PLATED HILTI KH-EZ

"X7" OR EQUIVALENT

3/8X3" PLATE

TYP

5/16

5/8"X3"X12" PLATE

STEAM PIPE

TYP

5/16

SCALE:

TYPICAL STEAM PIPE ANCHOR

SHEAR PLATE CONNECTIONS

3/4" = 1'-0"C10

CEILING SLAB

FLOOR SLAB

C12X20.7 EA SIDE

STEAM PIPE

20" STEAM PIPE

S-521

C8

C12X20.7 POST

S-521

C8

C12X20.7 POST

S-521

C10

S-521

C10

S-521

A4

S-521

A4

S-521

A4

S-521

A4

20" STEAM PIPE PER

CIVIL. BEND VARIES BY

MANHOLE TYPE.

C12X20.7 POST

20" STEAM PIPE

" PLATE TYP

" PLATE TYP

PROVIDE

CURVED

PLATE

MATCHING

BEAM RADIUS

WHEN

EXTENDS

INTO RADIUS

TO MAKE

BASE PLATE

FIT

C12X20.7 POST

TYPE

" MIN

C12X20.7 POST

TYPE

C12X20.7 POST

TYPE

BASE PLATE AND CAP

PLATE PER TYPICAL

DETAIL

BASE PLATE AND CAP

PLATE PER TYPICAL

DETAIL

20" STEAM PIPE

BEYOND

20" STEAM PIPE

BEYOND

CAP PLATE PER

TYPICAL DETAIL

BASE PLATE PER

TYPICAL DETAIL. COAT

FLOOR ANCHORS WITH

ASPHALT FOR

ADDITIONAL

CORROSION

PROTECTION

SHEAR PLATE PER

TYPICAL DETAIL

SCALE:

TYPICAL CONDENSATE PIPE ANCHOR

BASE/CAP PLATE DIMENSIONS

3/4" = 1'-0"A8

10"

" PLATE

FLOOR: (4) STAINLESS STEEL

"X8" ROD W/

6" EMBED IN EPOXY,

CEILING: (4) ZINC PLATED HILTI KH-EZ

"X7"

OR EQUIVALENT

3/8X3" PLATE

TYP

5/16

C8X11.5 POST

5/8"X2"X8" PLATE

CONDENSATE PIPE

TYP

5/16

SCALE:

TYPICAL CONDENSATE PIPE ANCHOR

SHEAR PLATE CONNECTIONS

3/4" = 1'-0"A10

C8x11.5 POST

SCALE:

TYP CONDENSATE PIPE EXPANSION

ANCHOR ELEVATION

3/4" = 1'-0"A1

CEILING SLAB

FLOOR SLAB

C8X11.5 EA SIDE

STEAM PIPE

8" CONDENSATE

PIPE

S-521

A8

S-521

A8

S-521

A10

S-521

A10

CAP PLATE PER

TYPICAL DETAIL

BASE PLATE PER

TYPICAL DETAIL. COAT

FLOOR ANCHORS WITH

ASPHALT FOR

ADDITIONAL

CORROSION

PROTECTION.

SHEAR PLATE PER

TYPICAL DETAIL

K H

E

Z x

K H

E

Z x

K H

E

Z x

K H

E

Z x

STRAIGHT RUN PLAN

S-521

A1

PIPE ANCHOR LOCATION. SEE

CIVIL PLANS

C8X11.5 POST

TYP

BASE PLATE AND CAP

PLATE PER TYPICAL

DETAIL

8" CONDENSATE PIPE

BEYOND

S-521

A1

SCALE:

TYP CONDENSATE PIPE EXPANSION ANCHOR

CONNECTION TO FLOOR & CEILING SLAB PLAN

3/4" = 1'-0"E5

TYP PIPE BEND PLAN

STRAIGHT RUN PLAN

S-521

A1

PIPE ANCHOR LOCATION. SEE CIVIL

PLANS

C8X11.5 POST

TYP

8" CONDENSATE PIPE PER CIVIL. BEND VARIES

BY MANHOLE TYPE.

S-521

A1

SCALE:

TYP CONDENSATE PIPE EXPANSION ANCHOR

CONNECTION TO CONDENSATE PIPE PLAN

3/4" = 1'-0"E9

" PLATE TYP PROVIDE CURVED PLATE

MATCHING BEAM RADIUS WHEN

EXTENDS INTO RADIUS TO MAKE BASE

PLATE FIT

PIPE ANCHOR

LOCATION. SEE CIVIL

PLANS

C8X11.5 POST

8" CONDENSATE PIPE

" PLATE TYP

PIPE ANCHOR

LOCATION. SEE CIVIL

PLANS

8" CONDENSATE PIPE

BEYOND

BASE PLATE AND CAP

PLATE PER TYPICAL

DETAIL

C8X11.5 POST TYP

FIELD ADJUST LOCATIONS

SO ADJACENT ANCHORS FIT

TYP PIPE BEND PLAN

FIELD ADJUST LOCATIONS SO

ADJACENT ANCHORS FIT

TYP

5/16

ANVIL PIPE SADDLES OR

EQUIVALENT WELDED TO

PIPE TYP. FILL WITH

INSULATION

C12X20.7 CENTERED, SKEW

AS REQUIRED

PL3"X8"X

TYP

5/16

PL3"X6"X

C8X11.5 CENTERED,

SKEW AS REQUIRED

ANVIL PIPE

SADDLES OR

EQUIVALENT

WELDED TO

PIPE TYP. FILL

WITH

INSULATION

SCALE:

TYP STEAM WALL ANCHOR PLAN

3/4" = 1'-0"D1

BACKER PLATE PER

TYPICAL DETAIL COVER

W/ WATERPROOFING

S-521

G1

VARIES.

10" MAX

S-521

G1

EXISTING WALL

STEAM LINE

W27X84

REMOVE FLANGE TYP

R=

" GRIND SMOOTH

TYP

1/4 20

STEAM LINE

TYP

1/4 20

W27X84

REMOVE FLANGE TYP

R=

" GRIND SMOOTH

BACKER PLATE PER

TYPICAL DETAIL COVER

W/ WATERPROOFING

EXISTING WALL

SCALE:

TYP STEAM WALL ANCHOR SECTION

3/4" = 1'-0"F1

S-521

F1

SCALE:

TYP STEAM WALL ANCHOR BASEPLATE/BACKER PLATE

3/4" = 1'-0"G1

2'-9"

6"

DO NOT

WELD IN

FILLETS3/8

DO NOT

WELD IN

FILLETS3/8

" HDG BOLTS AS

SHOWN

" PLATE

DO NOT

WELD IN

FILLETS3/8 20

W27X84

BASE PLATE BACKER PLATE

" PLATE

6" 1'-6" 6"

1 2

1 2

NOTES:

1. SUBMIT SHOP DRAWINGS AND CALCULATIONS

FOR ANCHOR CONFIGURATIONS DIFFERENT

FROM THOSE SHOWN ON THE PLANS FOR

GOVERNMENT APPROVAL.

2. ALL ANCHOR BOLTS MOUNTED TO UTILIDUCT

FLOOR AND MAN HOLE FLOOR SHALL BE HOT

DIPPED GALVANIZED OR STAINLESS STEEL.

3. ALL PIPE SUPPORTS AND ANCHOR ELEMENTS

SHALL BE HOT-DIPPED GALVANIZED PER ASTM

123. ADDITIONALLY, STEEL PIPE SUPPORTS AND

ANCHORS WITHIN 18" OF THE FLOOR SHALL BE

COATED PER SPECIFICATION 33 05 41.00 29

PARAGRAPH 2.8.

ALASKA DISTRICT

D A

T E

D E

S C

R I P

T I O

N A

P P

D

D E

S I G

N E

D

B

Y

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

R

E E

T

A L

A S

S

T R

I C

T

REFERENCE

NUMBER:

SHEET OF

US ARMY CORPS

OF ENGINEERS

A

B

C

D

E

F

G

H

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

J B

E R

A

L A

S

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

A N

S I

D

S I Z

E

F I L E

I S

S U

E

D

A T

E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

D R

A W

I N

G

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

A

E

L S

B

A

L A

S K

A

F

T

E N

D

S

T E

A M

W

A T

I L I D

U C

T

T

O

S

O U

O P

AM#04

N

W

K B

R

F T

Q W

E I E

A F

D r a w i n g

X

U

N I F

I E

D E

N T

E J o b s E

I E

D w g s C

A D

E

I E

S d s t s a v e d o n

A

M w a s p l o t t e d b y

H u b b e l l

E u g e n

C

A

R M

Y

C

E P

S o n

P

M

VERIFY SCALES: IF THIS LINE 0 2"

DOES NOT MEASURE 2", ADJUST SCALE ACCORDINGLY.

P I P

E

A

N C

H O

R

D

E T

A I

O

F

G

S

C H

M I D

T

S

H

A A

N

S

H

A A

N

S

H

A A

N

S T

R U

C T

U R

A L

E I E

S d w g

S-521

D E

T A

I L

V

I S

C

H O

R

N

O T

H

V

I S

C

H O

R

N

O T

H

AutoCAD SHX Text

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SCALE:

TYP DUCTILE IRON WATERLINE THRUST

BLOCK ANCHOR ELEVATION

3/4" = 1'-0"A1

CEILING SLAB

FLOOR SLAB

HSS8X8X

CENTERED

ON OUTSIDE RADIUS

OF PIPE BEND

12" DUCTILE IRON

WATER LINE

S-522

A7

S-522

A7

S-522

A10

CAP PLATE PER

TYPICAL DETAIL

BASE PLATE PER

TYPICAL DETAIL

" HOT DIPPED

GALVANIZED U-BOLT

NOTE: THRUST BLOCK

ANCHOR DOES NOT

CARRY GRAVITY LOAD.

PROVIDE SEPARATE

GRAVITY SUPPORTS

SCALE:

TYPICAL WATER LINE THRUST

BLOCK ANCHOR BASE/CAP PLATE

DIMENSIONS

3/4" = 1'-0"A7

1'-2"

1 2

1 2

" PLATE

TYP

3/16

" HDG U BOLT

SCALE:

TYPICAL WATER LINE THRUST

BLOCK ANCHOR PLAN

3/4" = 1'-0"A10

HSS8X8X5/8 POST

HSS8X8X5/8 POST

CENTERED IN BEND &

PERPENDICULAR TO

BEND

K H

E

Z x

K H

E

Z x

12" DUCTILE IRON

WATERLINE

TYP

5/16

" PLATE CHAIR BOTH

SIDES OF POST

ANCHOR LOCATION

PER PLANS

BASE PLATE PER

TYPICAL DETAIL

SCALE:

TYPICAL DUCTILE IRON THRUST

BLOCK ANCHOR

3/4" = 1'-0"A5

TYP

5/16

" HDG U BOLT

CENTERED IN PIPE

BEND. PLACE

INSULATION OVER

U-BOLT & PIPE.

HSS8X8X5/8 POST

2"

" CHAIR PLATE EACH SIDE OF PIPE.

MAY USE HDG B-LINE TYPE 3147B-14

SADDLE OR EQUIV BOLTED TO HSS AS

ALTERNATIVE.

12" DUCTILE IRON

WATERLINE

S-522

A5

BOLT EXTENDS THRU

CENTER OF POST

SCALE:

TYP CONDENSATE WALL ANCHOR PLAN

3/4" = 1'-0"D1

BACKER PLATE PER

TYPICAL DETAIL COVER

W/ WATERPROOFING

S-522

G1

VARIES

S-522

G1

EXISTING WALL

CONDENSATE PIPE

W18X35

REMOVE FLANGE TYP

R=

" GRIND SMOOTH

TYP

1/4 14

CONDENSATE PIPE

TYP

1/4 14

W18X35 REMOVE

FLANGE TYP

R=

" GRIND SMOOTH

BACKER PLATE PER

TYPICAL DETAIL COVER

W/ WATERPROOFING

EXISTING WALL

SCALE:

TYP CONDENSATE WALL ANCHOR SECTION

3/4" = 1'-0"F1

S-522

F1

SCALE:

TYP CONDENSATE WALL ANCHOR BASEPLATE/BACKER PLATE

3/4" = 1'-0"G1

DO NOT

WELD IN

FILLETS

BASE PLATE BACKER PLATE

3/4" PLATE

6" 1'-0" 6"

1 2

1 2

W18X35

DO NOT

WELD IN

FILLETS3/8

DO NOT

WELD IN

FILLETS1/4

3/8

2'-3"

6"

3/4" HDG BOLTS AS

SHOWN

3/4" PLATE

SCALE:

TYP DUCTILE IRON WATERLINE WALL ANCHOR PLAN

3/4" = 1'-0"D6

BACKER PLATE PER

TYPICAL DETAIL COVER

W/ WATERPROOFING

VARIES

S-522

G6

EXISTING WALL

DUCTILE IRON PIPE

PIPE

W18X35

BACKER PLATE PER

TYPICAL DETAIL COVER

W/ WATERPROOFING

EXISTING WALL

SCALE:

TYP DUCTILE IRON WATER LINE WALL ANCHOR SECTION

3/4" = 1'-0"F6

S-522

F6

SCALE:

TYP DUCTILE IRON PIPE WALL ANCHOR BASEPLATE/BACKER PLATE

3/4" = 1'-0"G6

DO NOT

WELD IN

FILLETS

BASE PLATE BACKER PLATE

3/4" PLATE

6" 1'-0" 6"

1 2

1 2

W18X35

DO NOT

WELD IN

FILLETS3/8

DO NOT

WELD IN

FILLETS1/4

3/8

2'-3"

6"

3/4" HDG BOLTS AS

SHOWN

3/4" PLATE

TYP

5/16

" HDG U BOLT

CENTERED IN PIPE

BEND. PLACE

INSULATION OVER

U-BOLT & PIPE.

3/4" SADDLE PLATE

" CHAIR PLATES

" HDG U-BOLTS FULLY TENSIONED TURN OF

NUT METHOD

2"

SCALE:

TYP DUCTILE IRON CONNECTOR PLATE SADDLE PLAN

3/4" = 1'-0"C7

NOTES:

1. SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR ANCHOR CONFIGURATIONS

DIFFERENT FROM THOSE SHOWN ON THE PLANS FOR GOVERNMENT APPROVAL.

2. ALL ANCHOR BOLTS MOUNTED TO UTILIDUCT FLOOR SHALL BE GALVANIZED, ZINC

PLATED OR STAINLESS STEEL. USE HOT DIPPED GALVANIZED WHERE SHOWN.

3. ALL PIPE SUPPORTS AND ANCHOR ELEMENTS SHALL BE HOT-DIPPED GALVANIZED PER

ASTM 123. ADDITIONALLY, STEEL PIPE SUPPORTS AND ANCHORS WITHIN 18" OF THE

FLOOR SHALL BE COATED PER SPECIFICATION 33 05 41.00 29 PARAGRAPH 2.8.

BASE PLATE

TYP

3/16

2'-3"

6"

7/8" HDG U-BOLTS.

TENSIONED TURN OF

THE NUT METHOD.

3/4" PLATE

ANCHOR

UTILIDUCT

2" MIN U-BOLT AND MANUFACTURERED

CHAIR. (2) SHOWN.

MATCH PIPE OFFSET

SIZE PLATE

TO ACCEPT

PIPE SADDLE

MATCH

PIPE SLOPE

U-BOLT PIPE ANCHOR WITH CHAIR. TRIM

INSULATION TO ALLOW U-BOLT AND CHAIR TO

CONTACT WITH THE PIPE. REINSULATE OVER

ANCHOR HARDWARE TO MATCH ADJOINING

INSULATION SURFACE.

SCALE:

TYP DUCTILE IRON SEWER / SUMP DISCHARGE

WALL ANCHORS

3/4" = 1'-0"C10

3/4" CHAIR PLATES

MIDWAY BETWEEN

BOLTS

W18X35 BEYOND. WELD PER DETAIL G6

FLOOR: (6) STAINLESS STEEL

"X8"

ROD W/ 6" EMBED IN EPOXY,

CEILING: (6) ZINC PLATED HILTI

KH-EZ

"X7" OR EQUIVALENT

" SHEAR PLATE

BETWEEN CHAIRS

SHEAR PLATE

TYP3/16

3/4" PLATE

W18X35 SPACER,

WELD PER G1/S-522

BOLTS @ BACKER PLATE PER

G1/S-522

3/4"X27" PLATE MATCHES WIDTH

OF CHAIR. WELD PER G1/S-522

ALASKA DISTRICT

D A

T E

D E

S C

R I P

T I O

N A

P P

D

D E

S I G

N E

D

B

Y

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

R

E E

T

A L

A S

S

T R

I C

T

REFERENCE

NUMBER:

SHEET OF

US ARMY CORPS

OF ENGINEERS

A

B

C

D

E

F

G

H

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

J B

E R

A

L A

S

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

A N

S I

D

S I Z

E

F I L E

I S

S U

E

D

A T

E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

D R

A W

I N

G

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

A

E

L S

B

A

L A

S K

A

F

T

E N

D

S

T E

A M

W

A T

I L I D

U C

T

T

O

S

O U

O P

AM#04

N

W

K B

R

F T

Q W

E I E

A F

D r a w i n g

X

U

N I F

I E

D E

N T

E J o b s E

I E

D w g s C

A D

E

I E

S d s t s a v e d o n

P

M w a s p l o t t e d b y

H u b b e l l

E u g e n

C

A

R M

Y

C

E P

S o n

P

M

VERIFY SCALES: IF THIS LINE 0 2"

DOES NOT MEASURE 2", ADJUST SCALE ACCORDINGLY.

P I P

E

A

N C

H O

R

D

E T

A I

O

F

G

S

C H

M I D

T

S

H

A A

N

S

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A A

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S

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A A

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AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

DETAIL NOTE:

STEEL, HOLD DOWN ANCHOR CLAMP. COLD GALVANIZE WITH COLD

GALVANIZING COMPOUND; DRY FILM THICKNESS 3 MIL (MIN). SET ALL

THREAD IN PRE-DRILLED HOLE GROUTED WITH STRUCTURAL EPOXY

ADHESIVE. PROVIDE FULL CONTACT BETWEEN PIPE AND CLAMP ABOVE

PIPE SPRINGLINE. COMPRESS TOP CLAMP LUGS WITH HEX HEAD BOLTS.

WHEN TIGHTENING DO NOT OVERSTRESS THE BOLTS.

HOLD DOWN ANCHOR CLAMP

FLEXIBLE GROOVED AND

SHOULDER JOINT COUPLING.

INSTALL ADJACENT TO

SUPPORT, TYP.

SEWER

MAIN

CONCRETE SUPPORT BLOCK

SHALL PROVIDE 12" (MIN) OR DIA

OF PIPE, WHICHEVER IS GREATER,

OF BEARING LENGTH.

HEIGHT VARIES

TO GRADE PIPE.

UTILIDUCT

DUCTILE IRON SS MAIN. 16"ø

CLASS 53 DIP SHOWN

CAST IN PLACE CONCRETE

BLOCK SUPPORT

TIE AROUND PERIMETER OF BLOCK

SUPPORT

BOND CONC BLOCK SUPPORT TO UTILIDUCT

FLOOR WITH HIGH MODULUS, HIGH

STRENGTH, EPOXY BONDING ADHESIVE.

SEE SECTIONS TO LOCATE. LOCATION TO

KEEP FITTINGS AND JOINTS WITHIN

UTILIDUCT AND MAINTAIN 1'-6" CLEAR

WALKING PATH

CONCRETE

SUPPORT BLOCK

INSTALL CONCRETE SUPPORT BLOCK

BOTH SIDES OF JOINT

EXISTING SS PIPE

TYPICALLY TRANSITE.

ROD AND PIPE CLAMP

RESTRAINING SYSTEM AT

COUPLING JOINT.

LONG BARREL

TRANSITION COUPLING

SCALE:

SS MAIN TRANSITION COUPLING TYPICAL

NTSG1

SCALE:

SS TYP CAST IN PLACE BLOCK SUPPORT

NTSA1

NEW CEMENT LINED

DUCTILE IRON PIPE #4 AROUND BLOCK

PERIMETER

#4 DOWELS IN STRUCTURAL

EPOXY ADHESIVE 2 1/2"

EMBEDMENT

1-1/2" DEEP @

RADUIS OF PIPE

SCALE:

CONC. PEDESTAL DETAIL

3/4"=1'-0"G5

CAST IN PLACE CONCRETE

BLOCK SUPPORT

GALVANIZED B-LINE B3088T

STAND OR EQUIVALENT

GALVANIZED B-LINE

B3092 ADJUSTABLE

PIPE SADDLE WITH

YOKE OR EQUIVALENT

K H

E

Z x

K H

E

Z x

(4) STAINLESS STEEL

HUS-HR 10x85 SCREW

ANCHORS W/ WASHERS

OR EQUIV EA BASE

PLATE TYP

SCALE:

TYPICAL MANHOLE PIPE SUPPORTS

3/4"=1'-0"A8

NOTE:

SIZE SUPPORT TO ADEQUATELY SUPPORT LOAD. SUPPORT PIPES AND EXPANSION

JOINTS FROM FLOOR. PROVIDE SUPPORTS MATCHING PIPE SIZE FOR UNINSULATED

PIPE. PROVIDE SUPPORTS MATCHING INSULATION OUTSIDE DIAMETER FOR INSULATED

PIPE. PROVIDE INSULATION SHIELDS AND SADDLES FOR INSULATED PIPE. SPACE PIPE

SUPPORTS PER MANUFACTURER REQUIREMENTS.

GALVANIZED SADDLE

FOR CONDENSATE.

GALVANIZED

INSULATION SHIELD

FOR DUCTILE IRON.

GALVANIZED B-LINE

B3114 OR EQUIV, SIZED

FOR PIPE.

4X4X

" STAINLESS

STEEL PLATE WASHER

ON TOP OF CEILING

SLAB

STAINLESS STEEL

THREADED ROD

MATCHES ROLLER

PAINT WITH

ASPHALT

CONDENSATE OR

DUCTILE IRON PIPE

ONLY.

CONSEAL CS101

UNDER PLATE

WASHER

SCALE:

TYPICAL 20" STEAM FLOOR ANCHOR

3/4"=1'-0"D8

5/16

2*H

1'-0"

H

HSS4X4X

EA END

STOP HSS BELOW

INSULATION

HSS TO BASE

PLATE. OMIT

WELD IN

FILLETS

5/16

"2

12" EA END

5/16 2-12

TYP

5/16

(6) 1

" STAINLESS

STEEL THREADED ROD

W/ 9

" EMBEDMENT

EACH END OF BASE

PLATE.

TYP

5/16

1'-0

" 2

" PLATE BOTH SIDES

OF PIPE

1"X12

" BASE PLATE

NOTE: PLACE ANCHOR ON BOTH SIDES OF PIPE BEND, WHERE PIPE CHANGES

DIRECTION. MAY USE FULL HEIGHT CHANNEL ANCHORS SHOWN ON S-521 AS

ALTERNATIVE.

NOTES:

1. SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR ANCHOR CONFIGURATIONS

DIFFERENT FROM THOSE SHOWN ON THE PLANS FOR GOVERNMENT APPROVAL.

2. ALL ANCHOR BOLTS MOUNTED TO UTILIDUCT FLOOR SHALL BE GALVANIZED, ZINC

PLATED OR STAINLESS STEEL. USE HOT DIPPED GALVANIZED WHERE SHOWN.

3. ALL PIPE SUPPORTS AND ANCHOR ELEMENTS SHALL BE HOT-DIPPED GALVANIZED PER

ASTM 123. ADDITIONALLY, STEEL PIPE SUPPORTS AND ANCHORS WITHIN 18" OF THE

FLOOR SHALL BE COATED PER SPECIFICATION 33 05 41.00 29 PARAGRAPH 2.8.

SCALE:

TYPICAL CEILING HUNG OR WALL HUNG ALIGNMENT GUIDE

3/4"=1'-0"F9

PIPE & ALIGNMENT

GUIDE PER PLAN

CENTERED OVER

W18X35 ANCHOR

1/2"X27" PLATE MATCHES WIDTH

OF ALIGNMENT GUIDE WELD PER

G1/S-522

P E

R

S E

C T

I O

N S

BOLTS @ BACKER PLATE PER

G1/S-522

BASE PLATE PER G1/S-522

CEILING SLAB OR WALL

W18X35 SPACER, WELD PER G1/S-522

V A

R I E

S

S-522

F6

DUCTILE IRON PIPE PIPE

" CHAIR PLATES

" HDG U-BOLTS FULLY TENSIONED TURN OF

NUT METHOD

FLOOR: (8) STAINLESS STEEL

"X8"

ROD W/ 6" EMBED IN EPOXY

" SHEAR PLATE

BETWEEN CHAIRS

FLOOR SLAB

S-522

G6

S-522

C7

SCALE:

TYP DUCTILE IRON WATERLINE FLOOR ANCHOR

ELEVATION

3/4" = 1'-0"E5

ALASKA DISTRICT

D A

T E

D E

S C

R I P

T I O

N A

P P

D

D E

S I G

N E

D

B

Y

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

R

E E

T

A L

A S

S

T R

I C

T

REFERENCE

NUMBER:

SHEET OF

US ARMY CORPS

OF ENGINEERS

A

B

C

D

E

F

G

H

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

J B

E R

A

L A

S

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

A N

S I

D

S I Z

E

F I L E

I S

S U

E

D

A T

E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

D R

A W

I N

G

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

A

E

L S

B

A

L A

S K

A

F

T

E N

D

S

T E

A M

W

A T

I L I D

U C

T

T

O

S

O U

O P

AM#04

N

W

K B

R

F T

Q W

E I E

A F

D r a w i n g

X

U

N I F

I E

D E

N T

E J o b s E

I E

D w g s C

A D

E

I E

S d s t s a v e d o n

P

M w a s p l o t t e d b y

H u b b e l l

E u g e n

C

A

R M

Y

C

E P

S o n

P

M

VERIFY SCALES: IF THIS LINE 0 2"

DOES NOT MEASURE 2", ADJUST SCALE ACCORDINGLY.

P I P

E

A

N C

H O

R

D

E T

A I

O

F

G

S

C H

M I D

T

S

H

A A

N

S

H

A A

N

S

H

A A

N

S T

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S d w g

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AutoCAD SHX Text

AutoCAD SHX Text 45°

AutoCAD SHX Text 45°

NOTES:

1. PLACE SUPPORTS @ 10' OC MAXIMUM.

2. SEE UNISTRUT NOTES ON SHEET S-001.

3. SEE C-200 SHEETS FOR PIPE LOCATIONS.

UNISTRUT P3258 HG OR EQUIVALENT

EMBEDDED IN WALL @ 10' OC MAXIMUM

K H

E

Z x

K H

E

Z x

UNISTRUT P1026 HG

OR EQUIVALENT

UNISTRUT P1026 HG OR EQUIVALENT

UNISTRUT P1026 HG

OR EQUIVALENT

UNISTRUT P2072 HG BASE

PLATE OR EQUIVALENT

CENTERED UNDER STEAM

(4) HILTI STAINLESS STEEL

HUS-HR 10x105 OR

EQUIVALENT

UNISTRUT P1026 HG

OR EQUIVALENT

UNISTRUT P1026 HG OR EQUIVALENT

UNISTRUT 2474-3

HG ROLLER OR

EQUIVALENT

3 4

7 8

UNISTRUT P2476 HG ROLLER OR

EQUIVALENT TYP

2"X4"X6" PTFE PAD CENTERED OVER

STRUT W/

" COUNTERSUNK BOLT TO

UNISTRUT. NOTCH INSULATION.

GALVANIZED B-LINE B2400 PIPE STRAP OR EQUIV BOLTED TO

UNISTRUT. SIZE TO FIT OVER GALV INSULATION SHIELD &

BOLT TO UNISTRUT. FABRICATE FOR STEAM SIMILAR TO

B-LINE 2400-24 TO FIT OVER 26" Ø INSULATION TYP.

SCALE:

TYPICAL PIPE SUPPORT @ NEW UTILIDUCT

SCALE: 3/4"=1'-0"F1

UNISTRUT P5500 HG

POST

20" STEAM

8" CONDENSATE RETURN

12" WATER

8" SEWER

20" STEAM

ROLLER. SEE

F1/S-523

12" WATER

20" STEAM

8" CONDENSATE RETURN

12" WATER

UNISTRUT P2558-40 HG OR EQUIV PIPE

STRAP WITH HDG WASHERS

UNISTRUT OR EQUIVALENT GALVANIZED

PIPE STRAP SIZED FOR CONDUIT USED

UNISTRUT 5501 HG

BEAM OR EQUIVALENT

K H

E

Z x

K H

E

Z x

20" STEAM

12" WATER

8" CONDENSATE

SUMP DISCHARGE

K H

E

Z x

K H

E

Z x

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

3 4

7 8

UNISTRUT P1026 HG

OR EQUIVALENT

TYP

UNISTRUT 5501 HG

BEAM OR EQUIVALENT

@ 10' OC

POST. SEE

F1/S-523

UNISTRUT P1026 HG

OR EQUIVALENT

TYP

UNISTRUT P2476 HG ROLLER

OR EQUIVALENT

TYP

UNISTRUT P1026 HG

OR EQUIVALENT

TYP

UNISTRUT 5501 HG

BEAM OR EQUIVALENT

@ 10' OC

POST. SEE

F1/S-523

UNISTRUT P1026 HG

OR EQUIVALENT

TYP

UNISTRUT 2474-3 HG

ROLLER OR

EQUIVALENT

12 GAGE ANCHOR

STRAP SEE F1/S-523

12 GAGE ANCHOR

STRAP SEE F1/S-523

12 GAGE ANCHOR STRAP

SEE F1/S-523

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

ELECTRICAL CONDUIT

KH-EZ 1/2"x3 1/2"

HILTI STAINLESS STEEL HUS-HR 10x85

SCREW ANCHORS OR EQUIV TYP

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

12 GAGE ANCHOR STRAP

SEE F1/S-523

8" CONDENSATE RETURN

UNISTRUT 2474-3 HG

ROLLER OR

EQUIVALENT

12 GAGE ANCHOR

STRAP SEE F1/S-523

2"X4"X6" PTFE PAD.

SEE F1/S523.

2"X4"X6" PTFE PAD.

SEE F1/S523.

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

K H

E

Z x

K H

E

Z x

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

SCALE:

TYPICAL PIPE SUPPORT BETWEEN MH 526

AND MH 524

3/4"=1'-0"A1

SCALE:

TYPICAL PIPE SUPPORT BETWEEN MH

528-1 AND MH 526

SCALE: 3/4"=1'-0"F8

UNISTRUT P1000DS HG SUPPORT

STRUT OR EQUIV @ 10' OC

UNISTRUT OR EQUIVALENT

GALV PIPE STRAP SIZED

FOR CONDUIT USED

SCALE:

TYPICAL PIPE SUPPORT BETWEEN MH 524

AND MH 523

3/4"=1'-0"A6 SCALE:

TYPICAL PIPE SUPPORT BETWEEN MH 524

AND MH 523

3/4"=1'-0"A10

NOTES:

1. PLACE SUPPORTS @ 10' OC MAXIMUM.

2. SEE A6/S-523 FOR INFORMATION NOT SHOWN.

3. SEE C-200 SHEETS FOR PIPE LOCATIONS.

ELECTRICAL CONDUIT

KH-EZ 1/2"x3 1/2"

UNISTRUT P1000DS HG

SUPPORT STRUT OR

EQUIV @ 10' OC

UNISTRUT OR EQUIVALENT

GALV PIPE STRAP SIZED

FOR CONDUIT USED

20" STEAM

ROLLER. SEE

F1/S-523

K H

E

Z x

K H

E

Z x

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

UNISTRUT P1026 HG

OR EQUIVALENT

TYP

UNISTRUT 5501 HG

BEAM OR EQUIVALENT

@ 10' OC

POST. SEE

F1/S-523

UNISTRUT P1026 HG

OR EQUIVALENT

TYP

3 4

7 8

8" CONDENSATE RETURN

UNISTRUT 2474-3 HG

ROLLER OR

EQUIVALENT

12 GAGE ANCHOR

STRAP SEE F1/S-523

12" WATER

12 GAGE ANCHOR STRAP

SEE F1/S-523

2"X4"X6" PTFE PAD.

SEE F1/S523.

UNISTRUT OR EQUIVALENT

GALV PIPE STRAP SIZED

FOR CONDUIT USED

NOTES:

1. PLACE SUPPORTS @ 10' OC MAXIMUM.

2. ELECTRICAL CONDUIT MAY BE RELOCATED AROUND

SEWER TO ALLOW SEWER TO FIT.

3. SEE C-200 SHEETS FOR PIPE LOCATIONS.

" GALV U-BOLT

DRILL HOLE

UNISTRUT P1775 HG OR

EQUIV TYP

ELECTRICAL CONDUIT

DRILL HOLE

KH-EZ 1/2"x3 1/2"

KH-EZ 1/2"x3 1/2"

HILTI STAINLESS STEEL

HUS-HR 10x85 SCREW

ANCHORS OR EQUIV TYP

UNISTRUT P2558-35 HG OR

EQUIVALENT PIPE STRAP WITH

HDG WASHERS

UNISTRUT P1775 HG OR

EQUIV TYP

UNISTRUT P1775 HG OR

EQUIV TYP

DRILL HOLE

UNISTRUT P2558-35 HG

OR EQUIVALENT PIPE

STRAP WITH HDG

WASHERS

UNISTRUT P1000DS HG

SUPPORT STRUT OR

EQUIV @ 10' OC

ELECTRICAL CONDUIT

NOTES:

1. PLACE SUPPORTS @ 10' OC MAXIMUM.

2. ELECTRICAL CONDUIT MAY BE RELOCATED AROUND SUMP DISCHARGE TO

ALLOW SUMP DISCHARGE TO FIT.

3. SEE C-200 SHEETS FOR PIPE LOCATIONS.

NOTES:

1. PLACE SUPPORTS @ 10' OC MAXIMUM.

2. ELECTRICAL CONDUIT MAY BE RELOCATED AROUND SUMP

DISCHARGE TO ALLOW SUMP DISCHARGE TO FIT.

3. SEE C-200 SHEETS FOR PIPE LOCATIONS.

HILTI STAINLESS STEEL

HUS-HR 10x85 SCREW

ANCHORS OR EQUIV TYP

HILTI STAINLESS STEEL HUS-HR 10x85

SCREW ANCHORS OR EQUIV TYP

HILTI STAINLESS STEEL

HUS-HR 10x85 OR EQUIV TYP

HILTI STAINLESS

STEEL HUS-HR

10x85 SCREW

ANCHORS OR

EQUIV TYP

HILTI STAINLESS STEEL

HUS-HR 10x85 SCREW

ANCHORS OR EQUIV TYP

HILTI STAINLESS STEEL

HUS-HR 10x85 OR EQUIV TYP

UNISTRUT P1773 HG OR

EQUIVALENT BRACKET

DRILL

HOLE

ALASKA DISTRICT

D A

T E

D E

S C

R I P

T I O

N A

P P

D

D E

S I G

N E

D

B

Y

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

R

E E

T

A L

A S

S

T R

I C

T

REFERENCE

NUMBER:

SHEET OF

US ARMY CORPS

OF ENGINEERS

A

B

C

D

E

F

G

H

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

J B

E R

A

L A

S

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

A N

S I

D

S I Z

E

F I L E

I S

S U

E

D

A T

E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

D R

A W

I N

G

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

A

E

L S

B

A

L A

S K

A

F

T

E N

D

S

T E

A M

W

A T

I L I D

U C

T

T

O

S

O U

O P

AM#04

N

W

K B

R

F T

Q W

E I E

A F

D r a w i n g

X

U

N I F

I E

D E

N T

E J o b s E

I E

D w g s C

A D

E

I E

S d s t s a v e d o n

A

M w a s p l o t t e d b y

H u b b e l l

E u g e n

C

A

R M

Y

C

E P

S o n

P

M

VERIFY SCALES: IF THIS LINE 0 2"

DOES NOT MEASURE 2", ADJUST SCALE ACCORDINGLY.

U T

I L D

U C

T

P

I P

E

S

U P

P O

T

A I

O

F

G

S

C H

M I D

T

S

H

A A

N

S

H

A A

N

S

H

A A

N

S T

R U

C T

U R

A L

E I E

S d w g

S-524

D E

T A

I L

V

I S

M

P

D

I S

C H

A R

H

EF-45

ESU-4

OH/E

OH/E

OH/E

OH/E

O H

E

OH/E

OH/E

OH/E

WOODS

COM

COM

COM

COM

COM

COM

COM

COM

COM

COM

COM

INDUSTRIAL DRIVE

C

O

M

C

O

M

G

R

A

V

A

D

MH# 63

MH# 65

68+00

69+00

70+00

73+00

74+00

75+00

76+00

77+00

78+00

GRAVEL SHOULDER

P

A

V

A

D

G

R

A

V

A

D

G R

A V

E L

R

O A

D

P

A

V

A

D

MH# 66

MH# 64

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

V

V

V

V

V

E

O

H /E

O

H /E

O H

/E

O H

/E

O H

/E

O H

/E

O H

E

G

R

A

V

A

D

GRAVEL AREA

WOODS

O

H E

O

H

E

GRAVEL

UE

U E

U

E

U

E

U

E

C

O

M

COM

COM

C O

M

C O

M

C O

M

C O

M

IN

D

U S

T R

IA

L D

R

IV

E

G R

A V

E L S

H O

U L D

E R

C

O

M

C O

M

C O

M

C O

M

C O

M

C O

M

PAVED STORAGE LOT

POLE

BARN

O

H

E

O H

E

BLDG

MH# 67

MH# 68

MH# 528-1

MH# 528

MH# 527

P

A

V

A

D

00 40' 80'

ALASKA DISTRICT

D A

T E

D E

S C

R I P

T I O

N A

P P

D

D E

S I G

N E

D

B

Y

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

R

E E

T

A L

A S

S

T R

I C

T

REFERENCE

NUMBER:

SHEET OF

US ARMY CORPS

OF ENGINEERS

A

B

C

D

E

F

G

H

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

J B

E R

A

L A

S

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

A N

S I

D

S I Z

E

F I L E

I S

S U

E

D

A T

E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

D R

A W

I N

G

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

A

E

L S

B

A

L A

S K

A

F

T

E N

D

S

T E

A M

W

A T

I L I D

U C

T

T

O

S

O U

O P

AM#04

N

W

K B

R

F T

Q W

E I E

A F

D r a w i n g

X

U

N I F

I E

D E

N T

E J o b s E

I E

D w g s C

A D

E

I E

E d s t s a v e d o n

A

M w a s p l o t t e d b y

H u b b e l l

E u g e n

C

A

R M

Y

C

E P

S o n

A

M

VERIFY SCALES: IF THIS LINE 0 2"

DOES NOT MEASURE 2", ADJUST SCALE ACCORDINGLY.

U T

I L I D

U C

T

S

T

O

G

S

C H

M I D

T

S

G

E P

P E

R T

T

G

I L

L

T

G

I L

L

E L E

C T

R I C

A L

E I E

E d w g

E-104

P L A

N S

Scale: 1" = 40'

MANHOLES 63 THRU 66

00 40' 80'

Scale: 1" = 40'

MANHOLES 67 THRU 527

NOTES:

DEMO EXISTING 3-25kVA TRANSFORMER BANK

(120-208 V SECONDARY) AND REPLACE WITH

3-15kVA TRANSFORMER BANK PER DETAILS ON

SHEETS E-502 (DETAIL 5) AND E-603 (DETAILS 1

REPLACE EXISTING SINGLE PHASE OVERHEAD

D

E

D

E

LINES WITH POLY X QUADRAPLEX #6 ALUMINUM.

ENSURE NEW UTILIDUCT IS ROUTED UNDER

PROVIDE WEATHER HEAD, CONDUIT, ENCLOSED

CIRCUIT BREAKER, AND WIRES PER DETAIL 5 ON

E-601. SPLICE INTO SERVICE CONDUCTORS

PROVIDED FOR MANHOLE.

AND 2). UTILIZE SAME EXISTING CROSS-ARM ON

POLE P1/2-11 TO MOUNT NEW TRANSFORMER

BANK.

FROM TRANSFORMER BANK TO POLE. RETAIN

AND RE-USE EXISTING POLE HARDWARE.

A

M

V

S

T

O

N

O T

M L M

EXISTING COMM LINES. AVOID SPLICING.

4 4

A

M

V

S

T

O

N

O T

M L M

AutoCAD SHX Text N

AutoCAD SHX Text N

AutoCAD SHX Text

ELECTRIC SUMP PUMP,

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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

EIE405 AM#04

SECTION TABLE OF CONTENTS

DIVISION 02 - EXISTING CONDITIONS

SECTION 02 61 13

EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

PART 1 GENERAL

1.1 MEASUREMENT AND PAYMENT

1.1.1 Measurement

1.1.2 Payment

1.1.2.1 Excavation and Transportation

1.1.2.2 Backfilling

1.1.2.3 Stockpiling

1.2 REFERENCES

1.3 DESCRIPTION OF WORK

1.3.1 Scheduling

1.3.2 Work Plan

1.3.3 Other Submittal Requirements

1.4 SUBMITTALS

1.5 REGULATORY REQUIREMENTS

1.5.1 Permits, Licenses, and Acknowledgments

1.5.2 Air Emissions

1.5.3 Chemical Testing

PART 2 PRODUCTS

2.1 SPILL RESPONSE MATERIALS

2.2 BACKFILL

PART 3 EXECUTION

3.1 SURVEYS

3.2 EXISTING STRUCTURES AND UTILITIES

3.3 CLEARING

3.4 CONTAMINATED MATERIAL REMOVAL

3.4.1 Excavation

3.4.2 Shoring

3.4.3 Dewatering

3.5 CONFIRMATION SAMPLING AND ANALYSIS

3.6 CONTAMINATED AND POTENTIALLY CONTAMINATED MATERIAL STORAGE

3.6.1 Stockpiles

3.6.2 Roll-Off Units (Not Used)

3.6.3 Liquid Storage

3.7 SAMPLING

3.7.1 Sampling of Stored Material

3.7.2 Sampling Liquid

3.7.3 Sampling Beneath Storage Units

3.8 SPILLS

3.9 BACKFILLING

3.9.1 Confirmation Test Results

3.10 CLOSURE REPORT

Section 02 61 13 Page 1

-- End of Section Table of Contents --

Section 02 61 13 Page 2

SECTION 02 61 13

EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

PART 1 GENERAL

1.1 MEASUREMENT AND PAYMENT

1.1.1 Measurement

Measurement for excavation and onsite transportation shall be based on the actual number of cubic yards of contaminated material in-place prior to excavation. Determination of the volume of contaminated material excavated shall be based on cross-sectional volume determination reflecting the differential between the original elevations of the top of the contaminated material and the final elevations after removal of the contaminated material. Measurement for backfilling of excavated areas shall be based on in-place cubic yards of compacted fill. Measurement for construction of stockpile areas shall be based on the number of square yards of stockpile liner constructed.

1.1.2 Payment

1.1.2.1 Excavation and Transportation

Compensation for excavation, onsite transportation of contaminated material, and transporation and disposal will be paid as a unit cost. This unit cost shall include any other items incidental to excavation and handling not defined as having a specific unit cost.

1.1.2.2 Backfilling

Compensation for backfill soil, transportation of backfill, backfill soil conditioning, backfilling, compaction, and geotechnical testing will be paid as a single unit cost.

1.1.2.3 Stockpiling

Compensation for construction of stockpile areas will be paid for as a unit cost. This unit cost shall include all aspects of grading, preparation, handling, placement, maintenance, removal, treatment, and disposal of stockpile cover materials and liner materials and all other items incidental to construction of stockpiles. Note that all soils excavated in certain areas of the site (even with photoionization detector (PID) instrument reading below 20 ppm) will require stockpiling on liners and analytical samples must be collected to determine deposition of soils.

Refer to Excavation drawing in the appendices for details regarding areas with presumed soil contamination. A stockpile cross-section detail is attached to specification 01 57 20.01 29.

1.2 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.

Section 02 61 13 Page 3

ASTM INTERNATIONAL (ASTM)

ASTM D5434 (2012) Field Logging of Subsurface Explorations of Soil and Rock

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

STATE OF ALASKA ADMINISTRATIVE CODE (AAC)

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1926 Safety and Health…