EIE405_Amendment_0002.pdf

PDF 44 MB Posted Nov 1, 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 0002 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_No_5.pdf	PDF	Nov 21, 2017
EIE405_Amendment_0004.pdf	PDF	Nov 17, 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 01-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

01-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 #02 (AM#02)

Summary of Changes

a. The following drawings are substituted for the superseded documents/sections:

Clarification of drawings changed in AM#02:

Drawings were revised to include structural revisions to enlarge manhole 519.

Other drawings were revised to add dimensions to new manholes where they were missing.

Drawings changed in AM#02:

G‐001, G‐002, G‐003, GX208, C‐101, C‐102, C‐103, C‐104, C‐105, C‐106, C‐316, C‐317, C‐324, C‐ 325, C‐328, C‐329, C‐332, C‐333, 336, C‐337, C‐340, C‐341, C‐624, S‐002, S‐121, S‐122, S‐125, S‐ 303, S‐304, S‐511, S‐512, S‐601 and E‐501

b. The following drawings are added:

S‐123, S‐124, S‐513 and E‐604

c. The following revised documents/sections are substituted for the superseded documents/sections:

The identifier “AM #02” appears before and after new and/or revised materials, except as noted below.

PROPOSAL SCHEDULE – CLIN references were revised to update a reference.

SECTION 02 61 13 – EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

‐ Paragraphs 3.4.1 and 3.6.1c were revised.

SECTION 03 30 00.00 10 – CAST‐IN‐PLACE CONCRETE

‐ Paragraphs 1.1.1, 1.1.2 and 1.2 were revised.

SECTION 33 05 29.00 29 – WATER DISTRIBUTION SYSTEMS IN UTILIDORS

‐ Paragraphs 1.4.4 and 2.1 were revised.

SECTION 33 05 33.00 29 – SEWERS IN UTILIDORS

‐ Paragraphs 2.1.1 and 2.1.3 were revised

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

‐ Paragraphs 2.2.1.4, 2.2.3, 3.3.1 and 3.3.3.2 were revised.

SECTION 33 05 41.00 29 – UTILIDOR SYSTEM

‐ Paragraphs 2.1 and 2.7 were revised.

d. The following sections are deleted:

NONE

e. Other:

Site Visit Sign‐In Roster Chemical Data Report Revised clause 52.211‐12

(End of Summary of Changes)

F-35A EXTEND STEAM-WATER

UTILIDUCT TO SOUTH LOOP

W911KB-18-R-0017

EIELSON AFB, ALASKA

FTQW180111

AM#02, 26 OCT 2017

Drawing # AF-890-181-02 Sheet 1 of 114

EIE405

US Army Corps of Engineers®

Alaska District

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

THE FOLLOWING SPECIFICATION SECTIONS CHANGED WITH THIS AMENDMENT:

01 19 30.02 29 / PARAGRAPH 1.23.2

33 05 29.00 29 / PARAGRAPH 3.16.2

33 05 37.00 29 / PARAGRAPH 2.9.3

33 05 41.00 29 / PARAGRAPH 2.11.2

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

THE FOLLOWING SPECIFICATION SECTIONS CHANGED WITH THIS AMENDMENT:

02 61 13 / PARAGRAPHS 3.4.1, 3.6.1c

03 30 00.00 10 / PARAGRAPHS 1.1.1, 1.1.2, 1.2

33 05 29.00 29 / PARAGRAPHS 1.4.4, 2.1

33 05 33.00 29 / PARAGRAPHS 2.1.1, 2.1.3

33 05 37.00 29 / PARAGRAPHS 2.2.1.4, 2.2.3, 3.3.1, 3.3.3.2

33 05 41.00 29 / PARAGRAPHS 2.1, 2.7

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#02 - EIE405, 26 OCT 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 114

22 SHEETS (IN BOLD) CHANGED IN THIS AMENDMENT

19 SHEETS (IN BOLD) CHANGED 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#02 - EIE405, 26 OCT 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 3 of 114

22 SHEETS (IN BOLD) CHANGED IN THIS AMENDMENT

3 SHEETS (IN BOLD) CHANGED ON THIS SHEET

O H

H /E

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COM

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BLDG

MH# 67

STA 78+67.97

MH# 68

STA 81+40.24

MH# 528-1

STA 82+55.31

MH# 527

STA 84+59.33

90'

30' (TYP)

100'

30' (TYP)

35' (TYP)

10' (TYP)

MH# 528

STA 83+24.96

P O

120'

45'

25'

15'

10'

25' (TYP)

CONTROL POINT TABLE

POINT #

DESCRIPTION

MANHOLE 67

MANHOLE 68

NORTHING

3899100.09

3899355.10

EASTING

1472444.16

1472348.75

PIPE DEMO MH528-1 TO MH528

UTILITY PIPE MATERIAL PIPE DIAMETER

PIPE LENGTH (FT)

WATER DUCTILE IRON 8-INCH 70

SEWER * DUCTILE IRON 8-INCH 70

STEAM STEEL 6-INCH 70

CONDENSATE STEEL 3-INCH 70

PIPE DEMO MH528 TO MH527

UTILITY PIPE MATERIAL PIPE DIAMETER

PIPE LENGTH (FT)

WATER DUCTILE IRON 8-INCH 140

SEWER * DUCTILE IRON 8-INCH 140

STEAM STEEL 6-INCH 140

CONDENSATE STEEL 3-INCH 140

PIPE DEMO MH527 TO MH525/526

UTILITY PIPE MATERIAL PIPE DIAMETER

PIPE LENGTH (FT)

WATER DUCTILE IRON 8-INCH 370

SEWER * DUCTILE IRON 8-INCH 370

STEAM STEEL 6-INCH 370

CONDENSATE STEEL 3-INCH 370

00 40' 80'

ALASKA DISTRICT

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REFERENCE

NUMBER:

SHEET OF

US ARMY CORPS

OF ENGINEERS

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

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AM#02

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

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

G i l l

T h o m a s

R M

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S o n

VERIFY SCALES: IF THIS LINE 0 2"

DOES NOT MEASURE 2", ADJUST SCALE ACCORDINGLY.

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GX208

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PROJECT LIMITS

POLE BARN NOT

TO BE DISTURBED

Scale: 1" = 40'

DEMOLITION PLAN - STA 78+00 TO 88+00

DEMOLITION RELATED NOTES:

REMOVE AND REPLACE THE ASPHALT ROADWAY WITHIN

MAXIMUM EXTENTS SHOWN (2,100 SF, 2,100 SF, 1,500 SF AND 3,600

SF). PAVEMENT IS ASSUMED TO BE 3" THICK. MATCH EXISTING

(ME) PAVEMENT ELEVATION.

PROTECT UTILITY AND FLOODLIGHT POLES ADJACENT TO

ALIGNMENT IN PLACE.

REMOVE AND SALVAGE HYDRANT 275-90 INCLUDING LOWER

BARREL AND BASE. GOVERNMENT RETAINS OWNERSHIP RIGHTS.

NEW HYDRANT 275-90 SHALL BE INSTALLED ABOVE SAME MH.

DEMOLISH AND REPLACE NO MORE THAN 500 LINEAR FT OF

6-FOOT CHAIN-LINK SECURITY FENCING. DEMOLITION SHALL

TERMINATE AT A LINE OR CORNER POST. CONNECT NEW

FENCING TO EXISTING.

CLEAR AND GRUB IN AREAS SHOWN. CONTACT 354 CES AT

377-5182 FOR DISPOSAL LOCATION. FURTHER DETAILS CAN BE

FOUND IN SPECIFICATIONS SECTION 31 11 00.

ABANDONED POL LINES MAY BE FOUND IN THIS AREA. SEE

SECTION 01 19 30.02 29 SPECIAL ITEMS FOR EIELSON AFB

PROJECTS FOR REMOVAL AND DISPOSAL INSTRUCTIONS.

MANHOLE 528-1 REQUIRES MODIFICATION / EXPANSION. SEE CIVIL

AND STRUCTURAL SHEETS FOR FURTHER DETAILS.

REMOVE AND REINSTALL R2-1 SPEED LIMIT SIGN AT SAME

LOCATION.

REMOVE AND SALVAGE ABOVE GRADE COMPONENTS FOR

HYDRANTS 275-80 AND 275-70. ATTACH BLIND FLANGE AT BASE OF

UPPER BARREL. BELOW GRADE HYDRANT COMPONENTS SHALL

BE ABANDONED IN PLACE. GOVERNMENT RETAINS OWNERSHIP

RIGHTS. NEW HYDRANT 275-80 SHALL BE INSTALLED ADJACENT

TO MH 527. NEW HYDRANT 275-70 SHALL BE INSTALLED ABOVE MH

525/526.

REMOVE AND DISPOSE OF ALL PIPES AND APPURTENANCES IN

THE EXISTING UTILIDOR AND MANHOLES BETWEEN MH 528-1 AND

MH 519. SEE TABLES ON THIS SHEET FOR FURTHER DETAILS.

PIPE LENGTHS ARE APPROXIMATE. RETAIN AND PROTECT

COMMUNICATION CABLES WITHIN UTILIDOR. PIPE DEMOLITION

POINTS OF DEMARCATION WITHIN INDIVIDUAL MANHOLES ARE

SHOWN ON SHEETS GX407 - GX416. UTILIDOR AND MANHOLES

SHALL BE THOROUGHLY CLEANED, CRACKS SHALL BE GROUTED

AND JOINTS SEALED TO ENSURE WATER TIGHTNESS.

CONTRACTOR SHALL COORDINATE UTILITY OUTAGES WITH

CONTRACTING OFFICER. BUILDING 3446 SHALL REQUIRE

TEMPORARY WATER FOR SPRINKLER SYSTEM ONLY.

SEE SPEC 33 05 41.00 29 UTILIDOR SYSTEM REGARDING

REPLACEMENT OF DAMAGED UTILIDOR LIDS.

REMOVE AND REINSTALL RV STORAGE LOT SIGN AT SAME

LOCATION.

PROTECT BURIED COMMUNICATION CABLES AND DUCTBANKS ON

BOTH SIDES OF THE ROADWAY IN PLACE. COMMUNICATION

CABLES AND DUCTBANKS WILL BE LOCATED ABOVE PROPOSED

UTILIDUCT LIDS AT THIS LOCATION.

EXTENT OF CHAIN-LINK FENCING

DEMOLITION

CONTRACTOR

ACCESS TO LOT

ACCESS THROUGH THIS

GATE SHALL BE

MAINTAINED FOR BLDG

3406 PERSONNEL

CONTRACTOR SHALL NOTIFY

CONTRACTING OFFICER 30 DAYS PRIOR

TO USE OF THIS STAGING AREA.

PAVEMENT DAMAGED BY THE

CONTRACTOR SHALL BE REPAIRED TO

THE SATISFACTION OF THE

CONTRACTING OFFICER AT NO

ADDITIONAL COST TO THE GOVERNMENT.

HYDRANT 275-70

HYDRANT 275-80

HYDRANT 275-90

C-501

C-504

LEGEND

CLEARING & GRUBBING LIMITS

REMOVE / REPLACE

ASPHALT PAVEMENT

INSTALL TEMPORARY

FENCING

* EXISTING GRAVITY SEWER MAIN IS TRANSITE LINED STEEL PIPE. UTILIDOR LID MASTIC MAY CONTAIN ASBESTOS.

REMOVE / REPLACE

GRAVEL AREA

O R

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J G

AutoCAD SHX Text

-0 .6

-0.34%

0.20% 0.20%

-0 .6

-0.34%

S T

COMBINATION AIR VALVE

GRAVEL

ACCESS ROAD ℄

ENSURE A MIN 8"

COVER OVER RIGID

INSULATION

FROZEN

E l e v a t i o n

9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00

F G

E G

FROZEN

AP-5997

AP-5996

AP-5991

M H

L P

X I S

T I N

F L O

I N

M H

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F L O

I N

M H

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F L O

I N

M H

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F L O

I N

S T

550.69 550.24 549.86 549.57 549.36 549.23 549.19 549.20 549.20 549.20 549.19 549.18 549.16 549.14 549.13 549.11 549.09 549.07 549.05 549.02ROAD ℄

U E

WOODS

MH# 42

MH# 43

12' (TYP)

MH# LP-28

MH# 41

MH# 44

R50.0'

NORTHING: 3,893,987.94

EASTING: 1,475,743.12

AP-5991

AP-5996

AP-5997

STATION=14+00

OFFSET=-32.0 FT

STATION=15+00

OFFSET=-32.0 FT

STATION=16+00

OFFSET=-32.0 FT

STATION=17+00

OFFSET=-32.0 FT

STATION=18+00

OFFSET=-32.0 FT

STATION=19+00

OFFSET=-32.0 FT

R .0

00 40' 80'

ALASKA DISTRICT

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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 R

A W

C H

E C

K E

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B M

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F I L E

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AM#02

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X r e f P a n d P

M o d e l

F i l e d w g l a s t s a v e d o n

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

G i l l

T h o m a s

R M

E P

S o n

VERIFY SCALES: IF THIS LINE 0 2"

DOES NOT MEASURE 2", ADJUST SCALE ACCORDINGLY.

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C-101

P L A

F I L E

BLDG 713

Scale: 1" = 40'

UTILIDUCT PROFILE - STA 10+00 TO 18+00

Scale: 1" = 40'

UTILIDUCT PLAN - STA 10+00 TO 18+00

INSTALL

ACCESS GATE

INSTALL 4' CHAIN-LINK

FENCING TO

CLEARING LIMITS

LEGEND

PROJECT LIMITS

GRAVEL ACCESS ROAD

REMOVABLE KEYED

VEHICLE TRAFFIC LID

REMOVABLE

NON-TRAFFIC LID

S-502

S-503

NOTES:

1. EIE376 CONTRACTOR WILL BE WORKING IN

THIS AREA BETWEEN STA 10+00 AND 12+50

AFTER 1 OCTOBER 2018 TO CONSTRUCT A

POV PARKING LOT AND DRAINAGE SWALE.

2. NEW PIPES INSTALLED BETWEEN STA 10+00

AND STA 12+50 SHALL BE FLUSHED AND

PRESSURE TESTED BY NLT 1 OCTOBER 2018.

3. EIE405 CONTRACTOR SHALL HAVE ALL

MATERIALS, EQUIPMENT, VEHICLES AND

PERSONNEL MOVED OUT OF THIS AREA BY

NLT 1 OCTOBER 2018.

4. PRIOR TO VACATING THE AREA, EIE405

CONTRACTOR SHALL ENSURE UTILIDUCT

BETWEEN STA 10+00 AND 12+50 HAS A 1-FOOT

MINIMUM DEPTH OF CLASSIFIED MATERIAL

COVER OVER THE RIGID BOARD INSULATION.

5. EIE405 CONTRACTOR SHALL STAKE THE

CENTERLINE OF THE UTILIDUCT EVERY

25-FEET BETWEEN STA 10+00 AND 12+50 AND

IDENTIFY ON THE LATH THE COVER DEPTH.

6. GROUNDWATER SYMBOLS SHOWN ON THE

PROFILE REPRESENT THE HIGHEST

GROUNDWATER TABLE ELEVATIONS

MEASURED DURING OR AFTER DRILLING. TEST

BORINGS WERE COMPLETED BETWEEN

4-APR-2017 AND 9-APR-2017.

SEE NOTES 1-5

C-501

C-301

C-339

C-335

GRAVEL ACCESS ROAD TURNAROUND,

SEE STA 42+50 FOR DIMENSIONS

(CROSSING OVER UTILIDUCT MUST BE

BETWEEN MH#42 AND STA 14+40)

P D

A T

L L O

2 2 e v a t i o n

E l e v a t i o n

18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00

F G

E G

0.40%

GRAVEL

ACCESS ROAD ℄

ENSURE A MIN 8"

COVER OVER RIGID

INSULATION

FROZEN

AP-5995

AP-5994

M H

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F L O

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F L O

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F L O

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549.02 549.00 548.97 548.94 548.90 548.87 548.83 548.79 548.76 548.72 548.66 548.58 548.49 548.38 548.25 548.10 547.94 547.75 547.55 547.44 547.52 547.63 547.74 547.83 547.90 547.95 547.97 547.98 547.98 547.96 547.92 547.86 547.78 547.69 547.57 547.44 547.33 547.31 547.37 547.51 547.80ROAD ℄

WOODS

M C

WOODS

MH# 45

MH# 46

7 5

MH# 44

MH# 47

AP-5994

AP-5995

STATION=18+00

OFFSET=-32.0 FT

STATION=19+00

OFFSET=-32.0 FT

STATION=20+00

OFFSET=-32.0 FT

STATION=21+00

OFFSET=-32.0 FT

STATION=22+00

OFFSET=-32.0 FT

STATION=23+00

OFFSET=-32.0 FT

STATION=24+00

OFFSET=-32.0 FT

STATION=26+00

OFFSET=-32.0 FT

STATION=27+00

OFFSET=-32.0 FT

STATION=28+00

OFFSET=-33.5 FT

R80.0'

WOODS

NORTHING: 3,894,539.68

EASTING: 1,475,675.49

R60.0'

NORTHING: 3,895,070.69

EASTING: 1,475,553.81

18+00

19+00

00 40' 80'

ALASKA DISTRICT

D A

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A L A

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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 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

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S O

L I C

I T

A T

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C O

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AM#02

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D w g s C

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X r e f P a n d P

M o d e l

F i l e d w g l a s t s a v e d o n

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

G i l l

T h o m a s

R M

E P

S o n

VERIFY SCALES: IF THIS LINE 0 2"

DOES NOT MEASURE 2", ADJUST SCALE ACCORDINGLY.

U T

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M I D

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P E

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C I V

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P a n d

M o d e l

F i l e d w g

C-102

P L A

F I L E

Scale: 1" = 40'

UTILIDUCT PLAN - STA 18+00 TO 28+00

Scale: 1" = 40'

UTILIDUCT PROFILE - STA 18+00 TO 28+00

INSTALL

ACCESS GATE

INSTALL 4' CHAIN-LINK

FENCING TO

CLEARING LIMITS

INSTALL 4' CHAIN-LINK

FENCING TO

CLEARING LIMITS

LEGEND

PROJECT LIMITS

GRAVEL ACCESS ROAD

REMOVABLE

NON-TRAFFIC LID

NOTE:

1. GROUNDWATER SYMBOLS SHOWN ON THE

PROFILE REPRESENT THE HIGHEST

GROUNDWATER TABLE ELEVATIONS

MEASURED DURING OR AFTER DRILLING.

TEST BORINGS WERE COMPLETED BETWEEN

4-APR-2017 AND 9-APR-2017.

C-501

C-319

C-335

C-331

C-335

GRAVEL ACCESS ROAD TURNAROUND,

SEE STA 42+50 FOR DIMENSIONS

(CROSSING OVER UTILIDUCT MUST BE

BETWEEN STA 24+50 AND MH#46)

INSTALL

ACCESS GATE

C-501

C-205

S-502

P D

A T

L L O

2 2 e v a t i o n

E l e v a t i o n

28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00

F G

E G

CARGAIN ROAD

CROSSING

-0.08%

0.15%

-0.08%

0.15%

S T

FIBER OPTIC

DUCTBANK

S T

GRAVEL

ACCESS ROAD ℄ FG

ENSURE A MIN 8"

COVER OVER RIGID

INSULATION

S T

FROZEN

AP-5993

AP-5992

AP-5990 AP-5989

M H

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F L O

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M H

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F L O

I N

M H

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F L O

I N

547.80ROAD ℄ 547.41 547.29 547.19 547.10 547.03 546.97 546.93 546.91 546.90 546.89 546.88 546.87 546.86 546.86 546.85 546.84 546.83 546.83 546.82 546.81 546.80 546.79 546.79 546.78 546.77 546.76 546.76 546.75 546.74 546.73 546.72 546.70 546.68 546.65 546.63 546.61

M W

OH/E

WOODS

BRUSH

TOP OF ASBESTOS LANDFILL BERM

OH/E

M C

MH# 48

MH# 49

MH# 50

MH# 47

AP-5989

AP-5990

AP-5992

AP-5993

STATION=28+00

OFFSET=-33.5 FT

STATION=29+10

OFFSET=28.0 FT

STATION=30+00

OFFSET=28.0 FT

STATION=31+00

OFFSET=30.0 FT

STATION=32+00

OFFSET=30.0 FT

STATION=33+00

OFFSET=30.0 FT

STATION=35+00

OFFSET=30.0 FT

STATION=36+00

OFFSET=30.0 FT

STATION=37+00

OFFSET=30.0 FT

STATION=38+00

OFFSET=30.0 FT

R40.0

NORTHING: 3,895,628.91

EASTING: 1,474,943.36

NORTHING: 3,895,776.11

EASTING: 1,475,046.96

NORTHING: 3,895,489.09

EASTING: 1,475,246.28

R90.0

NORTHING: 3,895,721.46

EASTING: 1,475,097.75

31+00

32+00

33+00

34+00

35+00

36+00

37+00

38+00

00 40' 80'

ALASKA DISTRICT

D A

T E

D E

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T I O

N A

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D E

S I G

N E

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R M

O R

N G

I N

E E

R S

E E

A L A

S K

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 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

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S O

L I C

I T

A T

I O

C O

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K I N

G A

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C R

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A M

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U C

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AM#02

K B

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Q W

E I E

A F

D r a w i n g

N I F

I E

D E

N T

E J o b s E

I E

D w g s C

A D

X r e f P a n d P

M o d e l

F i l e d w g l a s t s a v e d o n

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

G i l l

T h o m a s

R M

E P

S o n

VERIFY SCALES: IF THIS LINE 0 2"

DOES NOT MEASURE 2", ADJUST SCALE ACCORDINGLY.

U T

I L I D

U C

C H

M I D

E P

P E

R T

I L

C I V

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P a n d

M o d e l

F i l e d w g

C-103

P L A

F I L E

Scale: 1" = 40'

UTILIDUCT PLAN - STA 28+00 TO 38+00

Scale: 1" = 40'

UTILIDUCT PROFILE - STA 28+00 TO 38+00

GRAVEL ACCESS ROAD TURNAROUND,

SEE STA 42+50 FOR DIMENSIONS

(CROSSING OVER UTILIDUCT MUST BE

BETWEEN STA 30+00 AND MH#48)

PLACE SANDBAGS BETWEEN RIGID

BOARD INSULATION AND DUCTBANK

FOR THE WIDTH OF UTILIDUCT

PROTECT UTILITY

POLE / MONITORING

WELL IN PLACE

PROTECT UTILITY

POLE IN PLACE

WETLANDS

LEGEND

PROJECT LIMITS

GRAVEL ACCESS ROAD

REMOVABLE KEYED

VEHICLE TRAFFIC LID

REMOVABLE

NON-TRAFFIC LID

S-502

S-503

NOTE:

1. GROUNDWATER SYMBOLS SHOWN ON THE

PROFILE REPRESENT THE HIGHEST

GROUNDWATER TABLE ELEVATIONS

MEASURED DURING OR AFTER DRILLING.

TEST BORINGS WERE COMPLETED BETWEEN

4-APR-2017 AND 9-APR-2017.

C-311

C-335

C-205

P D

A T

L L O

2 2 e v a t i o n

E l e v a t i o n

38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00

F G

E G

0.10%

0.05%

0.30%

0.25%

0.10%

0.05%

0.30%

0.25%

GRAVEL

ACCESS ROAD ℄

ENSURE A MIN 8"

COVER OVER RIGID

INSULATION

AP-5988

AP-5987

M H

Y P

F L

O O

L E

I N

M H

Y P

F L

O O

L E

I N

M H

Y P

F L

O O

L E

I N

M H

Y P

F L

O O

L E

I N

ROAD ℄ 546.61 546.58 546.56 546.53 546.51 546.49 546.46 546.44 546.42 546.39 546.37 546.35 546.32 546.30 546.28 546.25 546.23 546.21 546.18 546.16 546.13 546.11 546.08 546.04 546.01 545.97 545.92 545.85 545.78 545.69 545.59 545.47 545.35 545.21 545.06 544.90 544.73 544.56 544.41 544.28 544.17

WOODS

OH/E

O H/E

OH/E

WOODS

TOP OF ASBESTOS LANDFILL BERM

BRUSH

WOODS

E O

WOODS

BRUSH

MH# 51

MH# 52

MH# 53

MH# 54

30'

20'

AP-5987

AP-5988

FLUSHED WATER

DISCHARGE POINT

MIN 50-FEET FROM MH

90°

125'

STATION=39+00

OFFSET=30.0 FT

STATION=40+00

OFFSET=30.0 FT

STATION=41+00

OFFSET=30.0 FT

STATION=42+00

OFFSET=30.0 FT

STATION=44+00

OFFSET=30.0 FT

STATION=45+00

OFFSET=30.0 FT

STATION=46+00

OFFSET=30.0 FT

STATION=47+00

OFFSET=30.0 FT

R70.0'

R75.0'

R80.0

R 15' (TYP)

NORTHING: 3,896,085.27

EASTING: 1,474,539.76

NORTHING: 3,896,280.88

EASTING: 1,474,259.35

NORTHING: 3,896,584.57

EASTING: 1,473,966.49

STATION=43+00

OFFSET=30.0 FT

40+00

41+00

42+00

43+00

00 40' 80'

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

N G

I N

E E

R S

E E

A L A

S K

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 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

S K

E N

T E

A M

A T

I L I D

U C

O U

O P

AM#02

K B

F T

Q W

E I E

A F

D r a w i n g

N I F

I E

D E

N T

E J o b s E

I E

D w g s C

A D

X r e f P a n d P

M o d e l

F i l e d s t s a v e d o n

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

G i l l

T h o m a s

R M

E P

S o n

VERIFY SCALES: IF THIS LINE 0 2"

DOES NOT MEASURE 2", ADJUST SCALE ACCORDINGLY.

U T

I L I D

U C

C H

M I D

E P

P E

R T

I L

C I V

I L

P a n d

M o d e l

F i l e d w g

C-104

P L A

F I L E

Scale: 1" = 40'

UTILIDUCT PLAN - STA 38+00 TO 48+00

Scale: 1" = 40'

UTILIDUCT PROFILE - STA 38+00 TO 48+00

GRAVEL ACCESS ROAD

TURNAROUND, TYPICAL

DIMENSIONS (FIELD LOCATE)

NOTES:

1. PROJECT LIMIT ADJACENT TO TRACKS IS A

MINIMUM 12-FEET FROM NEAREST RAIL.

2. GROUNDWATER SYMBOLS SHOWN ON THE

PROFILE REPRESENT THE HIGHEST

GROUNDWATER TABLE ELEVATIONS MEASURED

DURING OR AFTER DRILLING. TEST BORINGS

WERE COMPLETED BETWEEN 4-APR-2017 AND

9-APR-2017.

PROTECT UTILITY

POLE IN PLACE

PROTECT UTILITY

POLE IN PLACE

LEGEND

WETLANDS

PROJECT LIMITS

GRAVEL ACCESS ROAD

REMOVABLE

NON-TRAFFIC LID

C-204

C-307

C-335

C-319

DE-CHLORINATED WATER MAY BE

DISCHARGED TO THIS 250' x 250' SQUARE AREA

DISCONTINUOUS

PERMAFROST MAY BE

FOUND BETWEEN STA

39+00 AND 42+50

S-502

P D

A T

L L O

2 2 e v a t i o n

E l e v a t i o n

48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00

F G

E G

QUARRY ROAD CROSSING

-0.30%

-0 .7

-0.05%

-0.30%

-0 .7

-0.05%

S T

INSTALL 24-INCH

CPEP CULVERT

IE EAST: 542.25

IE WEST: 542.25

(FIELD LOCATE TO

LOW POINT ON EAST

SIDE OF UTILIDUCT)

(FIELD LOCATE TO

LOW POINT ON EAST

SIDE OF UTILIDUCT)

GRAVEL

ACCESS ROAD ℄

ENSURE A MIN 8"

COVER OVER RIGID

INSULATION

INSTALL 12 INCH

CPEP CULVERT

IE EAST: 543.55

IE WEST: 543.50

INSTALL 12 INCH

CPEP CULVERT

IE EAST: 543.55

IE WEST: 543.50

AP-5986

AP-5985

M H

Y P

F L

O O

L E

I N

M H

Y P

F L

O O

L E

I N

M H

Y P

F L

O O

L E

I N

S T

ROAD ℄ 544.17 544.07 544.00 543.94 543.90 543.88 543.88 543.90 543.94 543.99 544.06 544.13 544.20 544.27 544.36 544.56 544.90 545.33 545.68 545.68 545.32 544.86 544.64 544.80 545.35 546.23 547.16

WOODS

BRUSH

WOODS

GRAVEL

PAD

MH# 55

MH# 56

MH# 57

MH# 58

GRAVEL

PAD

AP-5985

AP-5986

STATION=48+00

OFFSET=31.5 FT

STATION=49+00

OFFSET=24.4 FT

STATION=50+00

OFFSET=24.6 FT

STATION=52+00

OFFSET=28.0 FT

STATION=53+00

OFFSET=27.9 FT

STATION=54+00

OFFSET=29.9 FT

R135.0'

R35.0'

NORTHING: 3,896,840.24

EASTING: 1,473,801.84

NORTHING: 3,897,060.06

EASTING: 1,473,612.65

48+00

49+00

50+00

35'

00 40' 80'

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

N G

I N

E E

R S

E E

A L A

S K

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 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

S K

E N

T E

A M

A T

I L I D

U C

O U

O P

AM#02

K B

F T

Q W

E I E

A F

D r a w i n g

N I F

I E

D E

N T

E J o b s E

I E

D w g s C

A D

X r e f P a n d P

M o d e l

F i l e d s t s a v e d o n

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

G i l l

T h o m a s

R M

E P

S o n

VERIFY SCALES: IF THIS LINE 0 2"

DOES NOT MEASURE 2", ADJUST SCALE ACCORDINGLY.

U T

I L I D

U C

C H

M I D

E P

P E

R T

I L

C I V

I L

P a n d

M o d e l

F i l e d w g

C-105

P L A

F I L E

Scale: 1" = 40'

UTILIDUCT PLAN - STA 48+00 TO 58+00

Scale: 1" = 40'

UTILIDUCT PROFILE - STA 48+00 TO 58+00

INSTALL MANUAL

SWING GATE

RELOCATE R15-1

GRADE CROSSING

SIGN HERE

INSTALL ROADSIDE SUMP ALARM ON R15-1

SIGNPOST A MIN 5' ABOVE FINISH GRADE,

FACING ROADWAY

PLACE BOULDERS

(EACH SIDE OF GATE)

INSTALL 12"

CPEP CULVERTS

INSTALL24" CPEP

CULVERT EXTENSION

LEGEND

WETLANDS

PROJECT LIMITS

GRAVEL ACCESS ROAD

REMOVABLE KEYED

VEHICLE TRAFFIC LID

REMOVABLE

NON-TRAFFIC LID

S-502

S-503

SEE INSERT

NOTE:

1. GROUNDWATER SYMBOLS SHOWN ON THE

PROFILE REPRESENT THE HIGHEST

GROUNDWATER TABLE ELEVATIONS

MEASURED DURING OR AFTER DRILLING.

TEST BORINGS WERE COMPLETED BETWEEN

4-APR-2017 AND 9-APR-2017.

C-501

C-503

C-204

C-319

C-335

C-323

INSERT

GRAVEL ACCESS ROAD TURNAROUND,

SEE STA 42+50 FOR DIMENSIONS

(CROSSING OVER UTILIDUCT MUST BE

BETWEEN STA 50+50 AND MH#55)

DE-CHLORINATED WATER MAY BE

DISCHARGED TO THIS 250' x 250'

SQUARE AREA (SEE C-104)

P D

A T

L L O

2 2 e v a t i o n

E l e v a t i o n

58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00

F G

E G

-0.18%

0.24%

0.25%

-0.18%

0.24%

0.25%

ENSURE A MIN 8"

COVER OVER RIGID

INSULATION

AP-5983

AP-5984

M H

Y P

F L

O O

L E

I N

M H

Y P

F L

O O

L E

I N

M H

Y P

F L

O O

L E

I N

M H

Y P

F L

O O

L E

I N

M H

F L

O O

L E

I N

M H

Y P

F L

O O

L E

I N

ESU-2

O H

WOODS

H E

C O

COM

BRUSH

I N

T R

I A

I V

L D

MH# 58

MH# 59

MH# 60

MH# 61

MH# 62

AP-5983

AP-5984

00 40' 80'

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

N G

I N

E E

R S

E E

A L A

S K

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 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

S K

E N

T E

A M

A T

I L I D

U C

O U

O P

AM#02

K B

F T

Q W

E I E

A F

D r a w i n g

N I F

I E

D E

N T

E J o b s E

I E

D w g s C

A D

X r e f P a n d P

M o d e l

F i l e d s t s a v e d o n

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

G i l l

T h o m a s

R M

E P

S o n

VERIFY SCALES: IF THIS LINE 0 2"

DOES NOT MEASURE 2", ADJUST SCALE ACCORDINGLY.

U T

I L I D

U C

C H

M I D

E P

P E

R T

I L

C I V

I L

P a n d

M o d e l

F i l e d w g

C-106

P L A

F I L E

LEGEND

PROJECT LIMITS

Scale: 1" = 40'

UTILIDUCT PLAN - STA 58+00 TO 68+00

Scale: 1" = 40'

UTILIDUCT PROFILE - STA 58+00 TO 68+00

REMOVABLE

NON-TRAFFIC LID

C-335

C-327

C-335

NOTE:

1. GROUNDWATER SYMBOLS SHOWN ON THE

PROFILE REPRESENT THE HIGHEST

GROUNDWATER TABLE ELEVATIONS

MEASURED DURING OR AFTER DRILLING.

TEST BORINGS WERE COMPLETED BETWEEN

4-APR-2017 AND 9-APR-2017.

S-502

P D

A T

L L O

2 2

NEW 20" STEAM

NEW 12" WATER

NEW 4" SUMP DISCHARGE LINE

NEW 8" CONDENSATE

RETURN

NEW CONDENSATE RETURN

ALIGNMENT GUIDE

NEW STEAM ALIGNMENT GUIDE

NEW CONDENSATE RETURN

ALIGNMENT GUIDE

NEW STEAM

EXPANSION

JOINT

NEW 45° ELBOWS

NEW 2'x2'x2' SUMP PIT

NEW SUMP PUMP

NEW ACCESS LADDER

NEW ACCESS OPENING

NEW STEAM DRIP LEG

NEW TRAP ASSEMBLY

NEW 22.5° ELBOWS

NEW 20" STEAM

NEW 12" WATER

NEW 4" SUMP DISCHARGE LINE

NEW 8" CONDENSATE

RETURN

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

MANHOLE TYPE C (22.50° L) NEW PLAN

6'-6"

18'-6

22'-8"

3'-0"

5'-10

4'-11

22.50°

NEW UTILIDUCT

ALIGNMENT

NEW UTILIDUCT

ALIGNMENT

C-317

C-318

4'-0"

NEW ACCESS LADDER

NEW 4" EXPANSION JOINT

ANCHOR

(TYPICAL)

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.

SUMP STROBE

ALARM FOUNDATION

FLOOR ANCHOR

NEW MANHOLE LOCATIONS

MH TYPE

MH NUMBER

MH# 64

POINT

NORTHING

3898469.39

3898485.35

EASTING

1472704.30

1472694.42

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

N G

I N

E E

R S

E E

A L

A 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 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

S K

E N

T E

A M

A T

I L I D

U C

O U

O P

AM#02

K B

F T

Q W

E I E

A F

D r a w i n g

N I F

I E

D E

N T

E J o b s E

I E

D w g s C

A D

I E

C d s t s a v e d o n

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

G i l l

T h o m a s

R M

E P

S o n

VERIFY SCALES: IF THIS LINE 0 2"

DOES NOT MEASURE 2", ADJUST SCALE ACCORDINGLY.

M A

N H

A B

R I Z

Z I O

O E

R I N

E P

P E

R T

A C

K E

A C

K E

S T

I L

C I V

I L

E I E

C d w g

C-316

L A

R G

C A

A N

H O

L E

E N

S I O

N S

G J T

NEW 4" SUMP DISCHARGE LINE

NEW 8" CONDENSATE

RETURN

NEW STEAM ALIGNMENT GUIDE

NEW CONDENSATE RETURN

ALIGNMENT GUIDE

NEW 45° ELBOWS

NEW 2'x2'x2' SUMP PIT

NEW 45° ELBOWS

NEW ACCESS LADDER

NEW ACCESS

NEW ACCESS OPENING

NEW STEAM EXPANSION JOINT

NEW STEAM DRIP LEG

NEW TRAP

ASSEMBLY

NEW 20" STEAM

NEW 12" WATER

NEW 22.5° ELBOWS

NEW 4" SUMP DISCHARGE LINE

NEW 8" CONDENSATE

NEW 22.5° ELBOWS

NEW CONDENSATE EXPANSION JOINT

NEW CONDENSATE RETURN

ALIGNMENT GUIDE

NEW 2" GATE VALVE

NEW 2" UNION

NEW 2" CHECK VALVE

NEW MANHOLE SECTION

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

C-317

NEW MANHOLE SECTION

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

C-317

2'-4"

3'-6"

1'-2"

7'-0"

NEW 4" EXPANSION JOINT

NEW 4'x4' ACCESS HATCH

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

N G

I N

E E

R S

E E

A L

A 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 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

S K

E N

T E

A M

A T

I L I D

U C

O U

O P

AM#02

K B

F T

Q W

E I E

A F

D r a w i n g

N I F

I E

D E

N T

E J o b s E

I E

D w g s C

A D

I E

C d s t s a v e d o n

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

G i l l

T h o m a s

R M

E P

S o n

VERIFY SCALES: IF THIS LINE 0 2"

DOES NOT MEASURE 2", ADJUST SCALE ACCORDINGLY.

M A

N H

T I O

A B

R I Z

Z I O

O E

R I N

E P

P E

R T

A C

K E

A C

K E

S T

I L

C I V

I L

E I E

C d w g

C-317

L A

R G

C A

A N

H O

L E

E N

S I O

N S

NEW 4" SUMP DISCHARGE LINE

NEW 8" CONDENSATE

RETURN

NEW CONDENSATE RETURN

ALIGNMENT GUIDE

NEW STEAM ALIGNMENT GUIDE

NEW CONDENSATE RETURN

ALIGNMENT GUIDE

NEW STEAM EXPANSION JOINT

NEW 45° ELBOWS

NEW 2'x2'x2'

SUMP PIT

NEW SUMP PUMP

NEW CONDENSATE EXPANSION JOINT

NEW ACCESS LADDER

NEW ACCESS OPENING

NEW ACCESS LADDER

NEW ACCESS OPENING

NEW STEAM

DRIP LEG

NEW TRAP ASSEMBLY

NEW 45° ELBOWS

NEW 45°

ELBOWS

NEW 20" STEAM

NEW 12" WATER

NEW 4" SUMP DISCHARGE LINE

NEW 8" CONDENSATE

RETURN

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

MANHOLE TYPE E (45.00° L) NEW PLAN

6'-6"

14'-4"

22'-8"

4'-8"

6'-7

5'-2

NEW UTILIDUCT

ALIGNMENT

45.00°

NEW UTILIDUCT ALIGNMENT

C-325

C-326

4'-0"

ANCHOR

(TYPICAL)

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.

SUMP STROBE

ALARM FOUNDATION

FLOOR ANCHOR

NEW MANHOLE LOCATIONS

MH TYPE

MH NUMBER

MH# 57

POINT

NORTHING

3897154.08

3897161.48

EASTING

1473508.03

1473491.80

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

N G

I N

E E

R S

E E

A L

A 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 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

S K

E N

T E

A M

A T

I L I D

U C

O U

O P

AM#02

K B

F T

Q W

E I E

A F

D r a w i n g

N I F

I E

D E

N T

E J o b s E

I E

D w g s C

A D

I E

C d s t s a v e d o n

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

G i l l

T h o m a s

R M

E P

S o n

VERIFY SCALES: IF THIS LINE 0 2"

DOES NOT MEASURE 2", ADJUST SCALE ACCORDINGLY.

M A

N H

A B

R I Z

Z I O

O E

R I N

E P

P E

R T

A C

K E

A C

K E

S T

I L

C I V

I L

E I E

C d w g

C-324

L A

R G

C A

A N

H O

L E

E N

S I O

N S

G J T

NEW 4" SUMP DISCHARGE LINE

NEW 8" CONDENSATE

RETURN

NEW STEAM ALIGNMENT GUIDE

NEW CONDENSATE RETURN

ALIGNMENT GUIDE

NEW 45° ELBOWS

NEW 2'x2'x2' SUMP PIT

NEW 45° ELBOWS

NEW ACCESS LADDER

NEW ACCESS

NEW STEAM EXPANSION JOINT

NEW STEAM DRIP LEG

NEW TRAP ASSEMBLY

NEW 20" STEAM

NEW 12" WATER

NEW 45° ELBOWS

NEW 4" SUMP DISCHARGE LINE

NEW 8" CONDENSATE

NEW 45° ELBOWS

NEW 2" GATE VALVE

NEW 2" UNION

NEW 2" CHECK VALVE

NEW CONDENSATE EXPANSION JOINT

NEW CONDENSATE RETURN

ALIGNMENT GUIDE

NEW MANHOLE SECTION

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

C-325

NEW MANHOLE SECTION

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

C-325

2'-4"

3'-6"

1'-2"

7'-0"

NEW 4" EXPANSION JOINT

NEW 4'x4' ACCESS HATCH

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

N G

I N

E E

R S

E E

A L

A 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 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

S K

E N

T E

A M

A T

I L I D

U C

O U

O P

AM#02

K B

F T

Q W

E I E

A F

D r a w i n g

N I F

I E

D E

N T

E J o b s E

I E

D w g s C

A D

I E

C d s t s a v e d o n

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

G i l l

T h o m a s

R M

E P

S o n

VERIFY SCALES: IF THIS LINE 0 2"

DOES NOT MEASURE 2", ADJUST SCALE ACCORDINGLY.

M A

N H

T I O

A B

R I Z

Z I O

O E

R I N

E P

P E

R T

A C

K E

A C

K E

S T

I L

C I V

I L

E I E

C d w g

C-325

L A

R G

C A

A N

H O

L E

E N

S I O

N S

NEW 4" SUMP DISCHARGE LINE

NEW 8" CONDENSATE

RETURN

NEW CONDENSATE RETURN

ALIGNMENT GUIDE

NEW STEAM ALIGNMENT GUIDE

NEW CONDENSATE RETURN

ALIGNMENT GUIDE

NEW STEAM EXPANSION JOINT

NEW 45° ELBOWS

NEW 2'x2'x2' SUMP PIT

NEW SUMP PUMP

NEW CONDENSATE EXPANSION JOINT

NEW ACCESS LADDER

NEW ACCESS

OPENING

NEW ACCESS

LADDER

NEW ACCESS

OPENING

NEW STEAM

DRIP LEG

NEW TRAP

ASSEMBLY

45° ELBOWS

NEW 45°

ELBOWS

NEW 20" STEAM

NEW 12" WATER

NEW 4" SUMP DISCHARGE LINE

NEW 8" CONDENSATE

RETURN

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

MANHOLE TYPE F (45.00° R) NEW PLAN

6'-6"

14'-4"

22'-8"

4'-8"

6'-7

5'-2

NEW UTILIDUCT

ALIGNMENT

45.00°

NEW UTILIDUCT

ALIGNMENT

C-329

C-330

4'-0"

NEW 4"

EXPANSION

JOINT

ANCHOR

(TYPICAL)

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.

SUMP STROBE

ALARM FOUNDATION

FLOOR ANCHOR

NEW MANHOLE LOCATIONS

MH TYPE

MH NUMBER

MH# 59

POINT

NORTHING

3897342.68

3897359.38

EASTING

1473093.97

1473087.72

ALASKA DISTRICT

D A

T E

D E

S C

R I P

T I O

N…

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

File details come from the government source that posted it. Updated Nov 14, 2017.