EIE405_AM_1.pdf
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- Solicitation number
- W911KB-18-R-0017
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Amendment 0001 to change specifications and drawings for the EIE405 Extend Steam/Water to the South Loop, Eielson AFB, Alaska.
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Other files
| File | Type | Posted |
|---|---|---|
| EIE405_Amendment_No_5.pdf | ||
| EIE405_Amendment_0004.pdf | ||
| EIE405_Amendment_0002.pdf | ||
| Base_Pass_List_(as_of_20170926).xlsx | XLSX spreadsheet | |
| 02_EIE405-DWGS-RFP.pdf | ||
| 01_EIE405-SPECS-RFP.pdf |
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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
1 3
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 19-Oct-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
19-Oct-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 #01 (AM#01)
18 October 2017
Summary of Changes
a. The following drawings are substituted for the superseded documents/sections:
Clarification of drawings changed in AM#01:
Drawings were revised to enlarge an existing manhole and reconfigure piping within the manhole per recommendations from Eielson AFB.
Drawings changed in AM#01:
G‐001, G‐002, G‐003, GX436, GX437, GX438, GX439, GX440, C‐108, C‐110, C‐204, C‐205, C‐402, C‐ 431, C‐432, C‐433, C‐434, C‐435, C‐505, S‐301, S‐501, S‐512
b. The following drawings are added:
None
c. The following revised documents/sections are substituted for the superseded documents/sections:
The identifier “AM #01” appears before and after new and/or revised materials, except as noted below.
SECTION 01 19 30.02 29 – SPECIAL ITEMS FOR EIELSON AFB PROJECTS
‐ Paragraph 1.27.2 was added.
SECTION 33 05 29.00 29 – WATER DISTRIBUTION SYSTEMS IN UTILIDORS
‐ Paragraph 3.16.2 was deleted.
SECTION 33 05 37.00 29 – HEAT DISTRIBUTION SYSTEMS IN UTILIDORS AND MANHOLES
‐ Paragraph 2.9.3 Nonmetallic Jacket rewritten to require ASJ (All Service jacket).
SECTION 33 05 41.00 29 – UTILIDOR SYSTEM
‐ Paragraph 2.11.2 Updated access hatch quantity.
d. The following sections are deleted:
NONE
e. Other:
The bidder inquiry key is corrected to: 8ACI6E‐J7SNH5 (the 1 was corrected to an I)
f. The following documents will be revised and issued at a later date as a separate amendment:
S‐121, S‐122, S‐303, S‐304 (Structural updates to MH# 519 to be consistent with AM#01 updates to sheets C‐431 through C‐435)
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#01, 18 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
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#01 - EIE405, 18 OCT 2017
F-35A EXTEND STEAM-WATER UTILIDUCT TO SOUTH LOOP
EIELSON AFB, ALASKA
SCHEDULE OF DRAWINGS
REF.
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SHEET TITLESHT
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Drawing # AF-890-181-02 Sheet 2 of 55
22 SHEETS (IN BOLD) CHANGED IN THIS AMENDMENT
19 SHEETS (IN BOLD) CHANGED ON THIS SHEET
23 S-121 MANHOLE 519 FLOOR SLAB PLAN
24 S-122 MANHOLE 519 ROOF SLAB PLAN
25 S-123 MANHOLE LP-28 TIE IN PLANS
STRUCTURAL: SECTIONS
26 S-301 MANHOLE 528-1 SECTIONS - 1 OF 2
27 S-302 MANHOLE 528-1 SECTIONS - 2 OF 2
28 S-303 MANHOLE 519 SECTIONS - 1 OF 2
29 S-304 MANHOLE 519 SECTIONS - 2 OF 2
30 S-305 FIRE HYDRANT THRUST BLOCK SECTIONS
31 S-306 MANHOLE LP-28 TIE IN SECTIONS 1 OF 3
32 S-307 MANHOLE LP-28 TIE IN SECTIONS 2 OF 3
33 S-308 MANHOLE LP-28 TIE IN SECTIONS 3 OF 3
STRUCTURAL: DETAILS
34 S-501 TYPICAL DETAILS
35 S-502 UTILIDUCT DETAILS - 1 OF 3
36 S-503 UTILIDUCT DETAILS - 2 OF 3
37 S-504 UTILIDUCT DETAILS - 3 OF 3
38 S-511 MANHOLE DETAILS - 1 OF 2
39 S-512 MANHOLE DETAILS - 2 OF 2
40 S-521 PIPE ANCHOR DETAILS - 1 OF 3
41 S-522 PIPE ANCHOR DETAILS - 2 OF 3
42 S-523 PIPE ANCHOR DETAILS - 3 OF 3
43 S-524 UTILDUCT PIPE SUPPORT DETAILS - 1 OF 2
44 S-525 UTILIDUCT PIPE SUPPORT DETAILS - 2 OF 2
45 S-531 EXISTING UTILIDOR LID DETAILS
STRUCTURAL: SCHEDULES AND DIAGRAMS
46 S-601 MANHOLE & UTILIDUCT SCHEDULES
47 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
ALASKA DISTRICT U.S. ARMY CORPS OF ENGINEERS
W911KB-18-R-0017
AM#01 - EIE405, 18 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.
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SHEET TITLESHT
REF.
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SHEET TITLESHT
Drawing # AF-890-181-02 Sheet 3 of 55
22 SHEETS (IN BOLD) CHANGED IN THIS AMENDMENT
3 SHEETS (IN BOLD) CHANGED ON THIS SHEET
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
P S
O
F
E
N G
I N
E E
R S
R
T R
E E
T
A L
A S
K A
I 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
C
N
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
E
L S
B
A
L A
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A
F
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S
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A M
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T
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AM#01
O
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
G
X d w g l a 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 e
J r
C
V
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
D
E M
O
P
L A
N
I S
O M
E T
R
E
W
MANHOLE 519 DEMO PLAN ISOMETRIC VIEW
SCALE: NONE
EXISTING 16" STEAM
EXISTNG 14" WATER
EXISTING 12" STEAM
EXISTING 8" CONDENSATE
EXISTING 8" RAW WATER
REMOVE 10" STEAM
REMOVE 4" CONDENSATE
REMOVE 8" WATER
EXISTING HYDRANT
EXISTING 16" STEAM
EXISTING 12" WATER
EXISTING 12" STEAM
EXISTING 8" CONDENSATE
EXISTING 8" RAW WATER
EXISTING 12" WATER VALVE
EXISTING 16" STEAM EXPANSION JOINT
EXISTING 8" CONDENSATE EXPANSION JOINT
EXISTING 8" CONDENSATE VALVE
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
G E
N E
R A
L
E I E
G
X d w g
GX436
L A
R G
E S
C A
E
W
M
A N
H O
M
O L I T
I O
N
REMOVE 4" CONDENSATE
REMOVE 4" CONDENSATE
EXPANSION JOINT
REMOVE 8" CONDENSATE
REMOVE 8" CONDENSATE
POD
POD
POD
REMOVE 16"X16" STEAM TEE
REMOVE ACCESS
EXISTING 12" STEAM EXPANSION JOINT
POD
A
M
P
L A
C E
D
S
H E
E T
G J T
REMOVE ACCESS
REMOVE12" STEAM
EXISTING 6" HYDRANT
EXISTING 12" WATER
EXISTING 14" WATER
EXISTING 14" WATER
REMOVE 8" CONDENSATE
REMOVE 8" RAW WATER
REMOVE 8"
RAW WATER
REMOVE
8" CONDENSATE
REMOVE 8" WATER
REMOVE 10" STEAM
REMOVE 8" CONDENSATE
REMOVE 8" RAW WATER
SCALE: 1/2" = 1'-0"
MANHOLE 519 DEMO PLAN (LOWER)
A2
GX439
E2
GX439
GX440
GX440
GX440
GX440
A3
D8
A9
E1
REMOVE
UTILIDOR
FLOOR / WALL
(14'-8")
REMOVE
UTILIDOR WALL
(2'-9
REMOVE
UTILIDOR
FLOOR / WALL
(4'-10")
EXISTING 8" CONDENSATE
REMOVE 8" EXPANSION JOINT
REMOVE 8"
CONDENSATE VALVE
EXISTING DRIP LEG
REMOVE DRIP LEG
POD
POD
EXISTING 8" RAW WATER
EXISTING 8" RAW WATER
EXISTING 8" CONDENSATE
POD
POD
REMOVE
UTILIDOR
FLOOR / WALL
(5'-11")
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#01
O
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
G
X 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.
M A
N H
O
D
E M
O
P
L A
N
L O
W E
R
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
G E
N E
R A
L
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G
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GX437
L A
R G
E S
C A
E
A N
H O
M
O L I T
I O
N
A
M
P
L A
C E
D
S
H E
E T
G J T
AutoCAD SHX Text
EXISTING 16" STEAM
EXISTING
12" STEAM
EXISTING 16" STEAM
EXISTING 12" STEAM
REMOVE MANHOLE ACCESS
REMOVE 10" STEAM
REMOVE 10" STEAM
REMOVE 4"
CONDENSATE
SCALE: 1/2" = 1'-0"
MANHOLE 519 DEMO PLAN (UPPER)
A2
GX439
E2
GX439
GX440
GX440
GX440
GX440
A3
D8
A9
E1
REMOVE
UTILIDOR WALL
(2'-9
REMOVE UTILIDOR
WALL / ROOF
(14'-8")
REMOVE UTILIDOR
WALL / ROOF
(4'-10")
REMOVE MANHOLE
ACCESS AND
LADDER
REMOVE
12" STEAM
REMOVE
12" STEAM
REMOVE
16"X16"
STEAM TEE
POD
POD
POD
REMOVE 12" STEAM
POD
REMOVE
UTILIDOR ROOF
(9'-4
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
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AM#01
O
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
G
X 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.
M A
N H
O
D
E M
O
P
L A
N
U
P P
E R
G
S
C H
M I D
T
B
G
O E
R I N
G
E P
P E
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G
T
A C
K E
S
G
T
A C
K E
S T
G
I L
L
G E
N E
R A
L
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G
X d w g
GX438
L A
R G
E S
C A
E
A N
H O
M
O L I T
I O
N
A
M
P
L A
C E
D
S
H E
E T
G J T
EXISTING 12" STEAM
REMOVE 12" STEAM
REMOVE 8" RAW WATER
REMOVE 8" CONDENSATE
EXISTING 8" RAW WATER
REMOVE MANHOLE ACCESS
EXISTING 16" STEAM
EXISTING 14" WATER
EXISTING 16" STEAM
REMOVE 10" STEAM
REMOVE 10" STEAM
REMOVE 8" WATER
EXISTING 8" CONDENSATE
MANHOLE SECTION
SCALE: 1/2" = 1'-0"
A2
GX439
MANHOLE SECTION
SCALE: 1/2" = 1'-0"
E2
GX439
REMOVE MANHOLE ACCESS
REMOVE
UTILIDOR ROOF
(20'-0")
REMOVE 4" CONDENSATE
EXISTING 8" CONDENSATE
POD
REMOVE 4" VALVE
REMOVE 4" EXPANSION JOINT
POD
REMOVE 10" VALVE
REMOVE 8" VALVE
REMOVE 8" WATER
REMOVE 8" VALVE
REMOVE 16"X16" TEE
REMOVE ACCESS HATCH
REMOVE 8" RAW WATER
REMOVE
UTILIDOR ROOF
(19'-4")
REMOVE
UTILIDOR ROOF
(19'-4")
REMOVE
UTILIDOR ROOF
(20'-0")
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
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D
S
T E
A M
W
A T
I L I D
U C
T
T
O
S
O U
O P
AM#01
O
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
G
X 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.
M A
N H
O
D
E M
O
S
E C
T I O
O
F
G
S
C H
M I D
T
B
G
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R I N
G
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P E
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G
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A C
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S
G
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A C
K E
S T
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I L
L
G E
N E
R A
L
E I E
G
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GX439
L A
R G
E S
C A
E
A N
H O
M
O L I T
I O
N
A
M
P
L A
C E
D
S
H E
E T
G
EXISTING 8" CONDENSATE
EXISTING 8" RAW WATER
EXISTING 14" WATER
EXISTING 16" STEAM
REMOVE MANHOLE ACCESS
REMOVE 12" STEAM
REMOVE 4" CONDENSATE
REMOVE 10" STEAM
REMOVE 8"
RAW WATER
REMOVE 8" RAW WATER
EXISTING 12" STEAM
EXISTING 8" CONDENSATE
EXISTING 16" STEAM
REMOVE MANHOLE ACCESS
REMOVE 10"
STEAM
EXISTING 16" STEAM
EXISTING 6" HYDRANT LATERAL
EXISTING 12" WATER
EXISTING
14" WATER
REMOVE 8"
CONDENSATE
EXISTING 12" WATER
EXISTING 8" CONDENSATE
MANHOLE SECTION
SCALE: 1/2" = 1'-0"
GX440
MANHOLE SECTION
SCALE: 1/2" = 1'-0"
GX440
MANHOLE SECTION
SCALE: 1/2" = 1'-0"
GX440
MANHOLE SECTION
SCALE: 1/2" = 1'-0"
GX440
REMOVE 10" STEAM
REMOVE 8" WATER
REMOVE 4" CONDENSATE
REMOVE MANHOLE ACCESS
A3
D8
A9
E1
REMOVE UTILIDOR
ROOF (17'-9
REMOVE UTILIDOR
ROOF (17'-9
REMOVE
UTILIDOR WALL
(6'-6")
REMOVE
UTILIDOR WALL
(6'-6")
SAW CUT
FLOOR SLAB
SAW CUT
FLOOR SLAB
POD
EXISTING 12" EXPANSION JOINT
EXISTING
12" STEAM
REMOVE 8" WATER
EXISTING 8" EXPANSION JOINT
EXISTING 8" CONDENSATE
POD
REMOVE
16"X16"
STEAM TEE
REMOVE ACCESS HATCH
REMOVE ACCESS HATCH
REMOVE ACCESS HATCH
EXISTING 8" RAW WATER
POD
REMOVE UTILIDOR
FLOOR (13'-8")
REMOVE UTILIDOR
FLOOR (13'-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#01
O
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
G
X 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.
M A
N H
O
D
E M
O
S
E C
T I O
O
F
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
G E
N E
R A
L
E I E
G
X d w g
GX440
L A
R G
E S
C A
E
A N
H O
M
O L I T
I O
N
A
M
P
L A
C E
D
S
H E
E T
G e v a t i o n
E l e v a t i o n
78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00
F G
E G
INDUSTRIAL DRIVE
CROSSING
-0.05%
.0
-0.05%
.0
S T
A
S T
A
NO EXCAVATION IN
AREA ADJACENT
TO POLE BARN
S T
A
I N
V
ENSURE A MIN 8"
COVER OVER RIGID
INSULATION
FG
EG
AP-5981
M H
T
Y P
E
F L
O O
R
E
L E
I N
V
I N
V
M H
T
Y P
E
F L
O O
R
E
L E
I N
V
I N
V
M H
M H
M H
INSTALL 8" GRAVITY SEWER
MAIN WITH CONSTANT SLOPE
(0.25%) BETWEEN MH# 528-1 AND
MH# 525/526 USING RESTRAINED
COUPLINGS
SEE
FOR GRAVITY
SEWER INVERT
ELEVATION
M H
R
E
V
M H
R
E
V
S T
A
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
CMA-1
CMA-2
A
I
N
L
I
B
B
R
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
G
A T
E
' C
H A
IN
L
IN
K W
/ B A
R B
W
IR
E
PAVED STORAGE LOT
POLE
BARN
O
H
E
O H
E
BLDG
C
H A
I N
L I N
K
W
B
A R
B W
I R
E
MH# 528-1
MH# 528
MH# 527
MH# 67
MH# 68
P
A
V
A
D
AP-5981
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#01
O
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
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
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.
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
C I V
I L
P a n d
P
M o d e l
F i l e d w g
C-108
P L A
O
F I L E
S
LEGEND
PROJECT LIMITS
Scale: 1" = 40'
UTILIDUCT PROFILE - STA 78+00 TO 88+00
A1
NOTES:
1. EIE386 CONTRACTOR SHALL CONNECT SERVICE
UTILITY LINES TO MH #527 AFTER 30 SEPTEMBER
2018.
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.
Scale: 1" = 40'
UTILIDUCT PLAN - STA 78+00 TO 88+00
E1
SERVICE UTILIDOR
FOR EIE386 PROJECT
(SEE NOTE 1)
REMOVABLE KEYED
VEHICLE TRAFFIC LID
REMOVABLE
NON-TRAFFIC LID
NO EXCAVATION AREA
S-503
F1
S-502
E1
EXISTING
NON-REMOVABLE LID
EXISTING REMOVABLE
NON-TRAFFIC LID
INSTALL 6' CHAIN-LINK
SECURITY FENCING
C-501
F7
C-335
A3
C-331
A3
C-401
A3
C-406
A3
C-409
A3
8-INCH GRAVITY
SEWER MAIN
C-403
E2
MH# 528-2
A
C
E S
S
H
A T
G
1 1 e v a t i o n
E l e v a t i o n
98+00 99+00 100+00 101+00 102+00
F G
E G
M H
M H
FG
EG
M H
R
E
V
M H
R
E
V
X
X X
X
X
J
V V
J
J
J
J
MW
MW
MW
MW
MW
MW
MW
X
X
X
X
X
X
X
O
H
E
O H
/E
GRAVEL
GRAVEL
OH/E
O H
/E
GATE
GRAVEL
O H
E
GRAVEL
PILE
BLDG 6203
CENTRAL HEAT &
POWER PLANT
INDUSTRIAL DRIVE
G A
T E
C
H
A
I N
L
I
B
A
R
B
W
I R
E
MH# 521
BLDG
62035
GRAVEL
MH# 519-2
X
X
X
X
X X
X
X
X
X
X
X
X
X
97+00
98+00
99+00
99+50
I N
D
U
S
T
R
I
I V
E
MH# 519
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#01
O
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
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
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.
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
C I V
I L
P a n d
P
M o d e l
F i l e d w g
C-110
P L A
O
F I L E
S
LEGEND
PROJECT LIMITS
Scale: 1" = 40'
UTILIDUCT PLAN - STA 98+00 TO 99+50
E1
Scale: 1" = 40'
UTILIDUCT PROFILE - STA 98+00 TO 99+50
A1
X
INSTALL TEMPORARY SECURITY FENCING UNTIL
WORK BETWEEN STA 97+50 AND 99+50 IS COMPLETE
EXISTING REMOVABLE
NON-TRAFFIC LID
C-431
A3
M
G
MH# 519-1
INSTALL 53" SPRING LOADED
CABINET MARKER NORDIC
FLEXI-FLAG OR APPROVED EQUAL
(SEE NOTE 8)
GRAVEL ACCESS
ROAD (SEE NOTE 5)
CLASSIFIED FILL COMPACTED
TO MIN 95% DRY DENSITY
UNCLASSIFIED FILL
COMPACTED TO MIN
95% DRY DENSITY
WATERPROOF COATING
ON WALLS (TYP)
2" INSULATION
BELOW GRADE
(SEE NOTE 9)
2'
EXCAVATION LIMIT
(SEE NOTES 1, 2 AND 3)
6" - 12"
RIM ELEVATION
(SEE NOTE 6)
INSTALL MANHOLE
PLACARDS AND CONFINED
SPACE SIGNS ON THE TOP OF
EACH NEW ACCESS HATCH
INSTALL GEOTEXTILE,
CENTERED ON ROADWAY,
AFTER REMOVAL OF ORGANICS
SECTION APPLICABLE TO MANHOLES
LOCATED BETWEEN STA 45+50 AND STA 54+50
UTILIDUCT
OPENING
SEE SHEETS C-101 TO
C-110 FOR ROADWAY
FINISH GRADE ELEVATION
℄ SEE INSERT
FLOOR ELEVATION
(VARIES) SEE NOTE 6
1' MIN (TYP)
ME
MIN 12" CLASSIFIED FILL
BASE COURSE
COMPACTED TO MIN 95%
DRY DENSITY (TYP)
ME
(SEE NOTE 4)
SEE NOTE 7
VARIES - MINIMUM12' FROM NEAREST
RAIL TO PROJECT LIMIT (SHOWN)
SEE SHEETS C-101 TO C-110
NO PART OF CONSTRUCTION
EQUIPMENT SHALL CROSS PROJECT
LIMIT. RAILROAD TRACKS ARE ACTIVE.
10' (TYP)
INVERT ELEVATION
(VARIES) SEE NOTE 6
4" TOPSOIL AND SEED
(SEE L-101 TO L-110 FOR SEED TYPE)
2% MIN
4" TOPSOIL AND SEED
(SEE L-101 TO L-110 FOR SEED TYPE)
2% MIN
CLASSIFIED FILL COMPACTED
TO MIN 95% DRY DENSITY
UNCLASSIFIED FILL
COMPACTED TO MIN
95% DRY DENSITY
2" INSULATION BELOW GRADE
ON WALLS AND LIDS (TYP)
2'
EXCAVATION LIMIT
(SEE NOTES 1, 2 AND 3)
INSTALL GEOTEXTILE,
CENTERED ON ROADWAY,
AFTER REMOVAL OF ORGANICS
8" (MIN COVER)
SEE SHEETS C-101 TO C-110
FOR FINISH GRADE ELEVATION
SEE SHEETS C-101 TO C-110 FOR
ROADWAY FINISH GRADE ELEVATION @ ℄
GRAVEL ACCESS ROAD
(SEE NOTE 5)
ME
WATERPROOF COATING ON
WALLS AND LIDS (TYP)
2' MIN (TYP)
MIN 12" CLASSIFIED FILL
BASE COURSE COMPACTED
TO MIN 95% DRY DENSITY
ME
(SEE NOTE 4)
(SEE NOTE 9)
SEE NOTE 7
10' (TYP)
SECTION APPLICABLE TO UTILIDOR LOCATED
BETWEEN STA 45+50 AND STA 54+50
4" MIN
" x 4
" HOT-DIPPED
GALVANIZED
WEDGE ANCHOR
FLEXI-FLAG (ONE
PER MANHOLE)
GALVANIZED
STEEL SPRING
ACCESS
SHAFT WALL
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
D
S
T R
E E
T
A L A
S K
A
D
I 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#01
O
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
P
M w a s p l o t t e d b y
G i l l
T h o m a s
J
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.
E X
C A
V A
T I O
N
O
F
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
C I V
I L
E I E
C d w g
C-204
S E
C T
I O
N S
NOTES:
1. MUCH OF THE SOIL ALONG THE PROJECT ALIGNMENT WILL REQUIRE TESTING
FOR CHEMICAL CONTAMINATION. THE CONTRACTOR SHALL SUBMIT A SAMPLING
AND ANALYSIS PLAN TO THE CONTRACTING OFFICER FOR APPROVAL. SPECIFIC
INSTRUCTIONS, REGARDING EXCAVATION AND HANDLING OF POTENTIALLY
CONTAMINATED MATERIAL, CAN BE FOUND IN SECTION 02 61 13 / PARAGRAPH
3.4.1.
2. TRENCH WALL SLOPES WILL VARY WITH SURFACE COVERING AND SOIL
CHARACTERISTICS. SLOPE OR SHORE IN COMPLIANCE WITH EM 385-1-1, SAFETY
AND HEALTH REQUIREMENTS MANUAL.
3. DEWATERING FOR NEW UTILIDUCT CONSTRUCTION SHALL CONTINUE UNTIL
REMOVABLE LIDS ARE INSTALLED. DEWATERING FOR NEW MANHOLE
CONSTRUCTION SHALL CONTINUE UNTIL ROOFS ARE CONSTRUCTED AND WALLS
ARE BACKFILLED.
4. IF UNSATISFACTORY MATERIAL IS FOUND AT LIMITS OF EXCAVATION THE
CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER PRIOR TO PLACING
BACKFILL OR REMOVING THE UNSATISFACTORY MATERIAL. SEE SPECIFICATION
31 00 00 PARAGRAPH 3.2 FOR FURTHER GUIDANCE. FOR BIDDING PURPOSES,
THE CONTRACTOR SHALL ASSUME FROZEN SOILS TO A DEPTH OF 12 FT UNLESS
OTHERWISE NOTED IN THE DRAWINGS.
5. AT A MINIMUM, THE TOP 6-INCHES OF GRAVEL ACCESS ROAD MATERIAL SHALL
MEET THE E-1 SURFACE COURSE GRADATION REQUIREMENTS IDENTIFIED IN
ADOT&PF HIGHWAY SPECIFICATIONS (2015), SECTION 703. COMPACT TO MIN
100% DRY DENSITY IN ACCORDANCE WITH ASTM D 1557.
6. SEE SHEETS C-101 THROUGH C-108 FOR MANHOLE RIM, MANHOLE FLOOR AND
UTILIDUCT INVERT (FLOOR) ELEVATIONS. MANHOLE DIMENSIONS CAN BE FOUND
ON SHEETS C-301 - C-343. SEE SHEET S-601 FOR UTILIDUCT DIMENSIONS AND
REINFORCEMENT SPECIFICATIONS.
7. GRADE AREA BETWEEN GRAVEL ACCESS ROAD AND UTILIDUCT, FROM STA
45+50 TO 54+50, TO DRAIN TOWARDS RELIEF CULVERTS TO BE INSTALLED AT STA
52+25 AND STA 53+25.
8. FLEXI-FLAG SHALL BE ATTACHED TO THE ACCESS SHAFT WALL ON THE HINGED
SIDE OF THE ACCESS HATCH. FLEXI-FLAGS SHALL NOT BE ATTACHED TO
EXISTING MANHOLES.
9. ADJUST GRADE OF SIDE SLOPES TO ENSURE FG MEETS EG OR EDGE OF GRAVEL
ROADWAY AT A HORIZONTAL DISTANCE OF BETWEEN 10-15 FT FROM PROJECT
ALIGNMENT (UTILIDUCT CENTERLINE). SIDE SLOPES SHALL BE NO STEEPER
THAN 2:1.
10. BETWEEN MH 528-1 AND MH 519, WHERE EXCAVATION IS ALLOWED, THE
CONTRACTOR SHALL EXCAVATE TO A MINIMUM OF ONE FOOT BELOW THE TOP
OF THE UTILIDOR WALL TO PREVENT STORMWATER OR SNOW MELT RUN-OFF
FROM ENTERING THE UTILIDOR.
Scale: NTS
CROSS SECTION OF MANHOLE & ACCESS ROAD
E1
Scale: NTS
CROSS SECTION OF UTILIDUCT & ACCESS ROAD
A1
E1
C-505
A1
C-505
INSERT
C
L A
R I F
Y
F
L A
G
L
G
INSTALL 53" SPRING LOADED
CABINET MARKER NORDIC
FLEXI-FLAG OR APPROVED EQUAL
(SEE NOTE 7)
GRAVEL ACCESS
ROAD (SEE NOTE 5)
CLASSIFIED FILL COMPACTED
TO MIN 95% DRY DENSITY
UNCLASSIFIED FILL
COMPACTED TO MIN
95% DRY DENSITY
WATERPROOF COATING
ON WALLS (TYP)
2" INSULATION
BELOW GRADE
(SEE NOTE 8)
2'
EXCAVATION LIMIT
(SEE NOTES 1, 2 AND 3)
6" - 12"
RIM ELEVATION
(SEE NOTE 6)
INSTALL MANHOLE
PLACARDS AND CONFINED
SPACE SIGNS ON THE TOP OF
EACH NEW ACCESS HATCH
INSTALL GEOTEXTILE,
CENTERED ON ROADWAY,
AFTER REMOVAL OF ORGANICS
UTILIDUCT
OPENING
SEE SHEETS C-101 TO
C-110 FOR ROADWAY
FINISH GRADE ELEVATION
℄ SEE INSERT
FLOOR ELEVATION
(VARIES) SEE NOTE 6
1' MIN (TYP)
ME
MIN 12" CLASSIFIED FILL
BASE COURSE
COMPACTED TO MIN 95%
DRY DENSITY (TYP)
ME
(SEE NOTE 4)
10' (TYP)
INVERT ELEVATION
(VARIES) SEE NOTE 6
4" TOPSOIL AND SEED
(SEE L-101 TO L-110 FOR SEED MIX TYPE)
SECTION APPLICABLE TO MANHOLES
LOCATED BETWEEN STA 13+00 AND STA 28+00
AND BETWEEN STA 29+10 AND STA 45+50
2% MIN
4" TOPSOIL AND SEED
(SEE L-101 TO L-110 FOR SEED MIX TYPE)
CLASSIFIED FILL COMPACTED
TO MIN 95% DRY DENSITY
UNCLASSIFIED FILL
COMPACTED TO MIN
95% DRY DENSITY
2" INSULATION BELOW GRADE
ON WALLS AND LIDS (TYP)
2'
EXCAVATION LIMIT
(SEE NOTES 1, 2 AND 3)
INSTALL GEOTEXTILE,
CENTERED ON ROADWAY,
AFTER REMOVAL OF ORGANICS
SEE SHEETS C-101 TO C-110
FOR FINISH GRADE ELEVATION
SEE SHEETS C-101 TO C-110 FOR
ROADWAY FINISH GRADE ELEVATION @ ℄
GRAVEL ACCESS ROAD
(SEE NOTE 5)
ME
WATERPROOF COATING ON
WALLS AND LIDS (TYP)
2' MIN (TYP)
MIN 12" CLASSIFIED FILL
BASE COURSE COMPACTED
TO MIN 95% DRY DENSITY
ME
(SEE NOTE 4)
(SEE NOTE 8)
10' (TYP)
8" (MIN COVER)
2% MIN
SECTION APPLICABLE TO UTILIDUCT LOCATED
BETWEEN STA 13+00 AND STA 28+00 AND
BETWEEN STA 29+10 AND STA 45+50
4" MIN
" x 4
" HOT-DIPPED
GALVANIZED
WEDGE ANCHOR
FLEXI-FLAG (ONE
PER MANHOLE)
GALVANIZED
STEEL SPRING
ACCESS
SHAFT WALL
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#01
O
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
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.
E X
C A
V A
T I O
N
O
F
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
C I V
I L
E I E
C d w g
C-205
S E
C T
I O
N S
NOTES:
1. MUCH OF THE SOIL ALONG THE PROJECT ALIGNMENT WILL REQUIRE TESTING
FOR CHEMICAL CONTAMINATION. THE CONTRACTOR SHALL SUBMIT A SAMPLING
AND ANALYSIS PLAN TO THE CONTRACTING OFFICER FOR APPROVAL. SPECIFIC
INSTRUCTIONS, REGARDING EXCAVATION AND HANDLING OF POTENTIALLY
CONTAMINATED MATERIAL, CAN BE FOUND IN SECTION 02 61 13 / PARAGRAPH
3.4.1.
2. TRENCH WALL SLOPES WILL VARY WITH SURFACE COVERING AND SOIL
CHARACTERISTICS. SLOPE OR SHORE IN COMPLIANCE WITH EM 385-1-1, SAFETY
AND HEALTH REQUIREMENTS MANUAL.
3. DEWATERING FOR NEW UTILIDUCT CONSTRUCTION SHALL CONTINUE UNTIL
REMOVABLE LIDS ARE INSTALLED. DEWATERING FOR NEW MANHOLE
CONSTRUCTION SHALL CONTINUE UNTIL ROOFS ARE CONSTRUCTED AND WALLS
ARE BACKFILLED.
4. IF UNSATISFACTORY MATERIAL IS FOUND AT LIMITS OF EXCAVATION THE
CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER PRIOR TO PLACING
BACKFILL OR REMOVING THE UNSATISFACTORY MATERIAL. SEE SPECIFICATION
31 00 00 PARAGRAPH 3.2 FOR FURTHER GUIDANCE. FOR BIDDING PURPOSES,
THE CONTRACTOR SHALL ASSUME FROZEN SOILS TO A DEPTH OF 12 FT UNLESS
OTHERWISE NOTED IN THE DRAWINGS.
5. AT A MINIMUM, THE TOP 6-INCHES OF GRAVEL ACCESS ROAD MATERIAL SHALL
MEET THE E-1 SURFACE COURSE GRADATION REQUIREMENTS IDENTIFIED IN
ADOT&PF HIGHWAY SPECIFICATIONS (2015), SECTION 703. COMPACT TO MIN
100% DRY DENSITY IN ACCORDANCE WITH ASTM D 1557.
6. SEE SHEETS C-101 THROUGH C-108 FOR MANHOLE RIM, MANHOLE FLOOR AND
UTILIDUCT INVERT (FLOOR) ELEVATIONS. MANHOLE DIMENSIONS CAN BE FOUND
ON SHEETS C-301 - C-343. SEE SHEET S-601 FOR UTILIDUCT DIMENSIONS AND
REINFORCEMENT SPECIFICATIONS.
8. FLEXI-FLAG SHALL BE ATTACHED TO THE ACCESS SHAFT WALL ON THE HINGED
SIDE OF THE ACCESS HATCH. FLEXI-FLAGS SHALL ONLY BE ATTACHED TO NEW
ACCESS SHAFTS. THERE ARE A TOTAL OF 59 NEW ACCESS SHAFTS.
9. ADJUST GRADE OF SIDE SLOPES TO ENSURE FG MEETS EG OR EDGE OF GRAVEL
ROADWAY AT A HORIZONTAL DISTANCE OF BETWEEN 10-15 FT FROM PROJECT
ALIGNMENT (UTILIDUCT CENTERLINE). SIDE SLOPES SHALL BE NO STEEPER
THAN 2:1.
10. BETWEEN MH 528-1 AND MH 519, WHERE EXCAVATION IS ALLOWED, THE
CONTRACTOR SHALL EXCAVATE TO A MINIMUM OF ONE FOOT BELOW THE TOP
OF THE UTILIDOR WALL TO PREVENT STORMWATER OR SNOW MELT RUN-OFF
FROM ENTERING THE UTILIDOR.
E1
C-505
A1
C-505
INSERT
Scale: NTS
CROSS SECTION OF UTILIDUCT & ACCESS ROAD
A1
Scale: NTS
CROSS SECTION OF MANHOLE & ACCESS ROAD
E1
C
L A
R I F
Y
F
L A
G
L
G
1 1
EXISTING 4" STEAM
EXISTING 6" SEWER
EXISTING 8" WATER
REMOVE 4" STEAM VALVE
EXISTING ACCESS
(528-1)
REMOVE 8" WATER VALVE
NEW 20" STEAM
NEW 8" CONDENSATE
NEW 12" WATER
NEW SUMP
DISCHARGE LINE
NEW 8" WATER
NEW 8" WATER
NEW 4" STEAM
NEW 8" CONDENSATE
EXPANSION JOINT
NEW STEAM DRIP LEG
NEW 8" CONDENSATE
EXISTING 2" CONDENSATE
REMOVE 2" CONDENSATE VALVE
UP TO NEW FIRE HYDRANT
NEW 6" HYDRANT LINE
NEW 6" HYDRANT VALVE
NEW 8" SEWER
NEW 2"
CONDENSATE
NEW 12" WATER
NEW 8" SEWER
NEW 20" STEAM
EXPANSION JOINT
NEW 20" STEAM
NEW ACCESS
(528-2)
NEW 20" STEAM VALVE
NEW 8" CONDENSATE VALVE
NEW 12" WATER VALVE
SCALE: 1/2" = 1'-0"
MANHOLE 528-1 NEW PLAN
A2
C-403
E2
A2
E2
C-404
C-404
C-403
A2
C-405
E2
C-405
A8
C-405
E8
C-405
6'-0"
1'-4"
20'-4"
1'-0"
19'-4"
11'-0"
4'-0"
4'-0"
POD
POD
ANCHOR
ANCHOR
NEW TRAP ASSEMBLY
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.
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#01
O
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
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.
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-402
L A
R G
E
S
C A
E
A N
H O
L E
S
S
T
O
A
M
D
A
C C
E S
S
N U
M B
S
I G
N A
T I O
N
G J T
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#01
O
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
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.
M A
N H
O
N
A
N
I S
O M
E T
R
E
W
MANHOLE 519 NEW PLAN ISOMETRIC VIEW
SCALE: NONE
EXISTING 16" STEAM
EXISTNG 14" WATER
EXISTING 12" STEAM
EXISTING 8" CONDENSATE
EXISTING 8" RAW WATER
NEW 20" STEAM
NEW 8" CONDENSATE
NEW 12" WATER
EXISTING HYDRANT
EXISTING 16" STEAM
EXISTING 12" WATER
EXISTING 12" STEAM
EXISTING 8" CONDENSATE
EXISTING 8" RAW WATER
EXISTING 12" WATER VALVE
EXISTING 16" STEAM EXPANSION JOINT
EXISTING 8" CONDENSATE EXPANSION JOINT
EXISTING 12" STEAM EXPANSION JOINT
NEW ACCESS
NEW 12" STEAM VALVE
NEW 8" CONDENSATE VALVE
NEW 12"
WATER VALVE
NEW 20"
STEAM VALVE
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-431
L A
R G
E
S
C A
E
A N
H O
L E
S
S
T
O
A3
NEW MANHOLE
NEW 20" STEAM
NEW 12" STEAM
NEW 12" STEAM VALVE
NEW 8" CONDENSATE EXPANSION JOINT
POD
POD
POD
POD
NEW 12" STEAM
NEW 12" STEAM
POD
NEW 8" ALIGNMENT GUIDE
A
M
P
L A
C E
D
S
H E
E T
G
7'-0"
9'-9
7'-0"
18'-0"
5'-3" 4'-11
8'-0"
5'-0"
EXISTING 6"
HYDRANT
EXISTING 12" WATER
EXISTING
14" WATER
EXISTING 14" WATER
EXISTING 8" CONDENSATE
EXISTING 8" RAW WATER
REMOVE LINE INSIDE MANHOLE
AND CAP EXISTING LINE IN UTILIDOR
NEW 20" STEAM
EXISTING 8" RAW WATER
REMOVE LINE INSIDE MANHOLE
AND CAP EXISTING LINE IN UTILIDOR
NEW 12" WATER
NEW 12" WATER VALVE
EXISTING 8"
CONDENSATE VALVE
NEW 8" CONDENSATE
NEW DRIP LEG
NEW 8" CONDENSATE VALVE
NEW 8" CONDENSATE VALVE
EXISTING 8" CONDENSATE
EXISTING EXPANSION JOINT
NEW 8" CONDENSATE
NEW DRIP LEG
NEW CONDENSATE ANCHOR
NEW TRAP
ASSEMBLY
NEW TRAP ASSEMBLY
NEW STEAM
DRIP LEG
NEW 12" EXPANSION JOINT
POD
POD
NEW 8" ALIGNMENT GUIDE
NEW 20" ALIGNMENT GUIDE
GENERAL MANHOLE NOTES:
1. SEE SHEET S-601 FOR FLOOR, WALL AND ROOF DIMENSIONS AND FOR
REINFORCEMENT 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.
SCALE: 1/2" = 1'-0"
MANHOLE 519 NEW PLAN (LOWER)
A5
C-434
E2
C-434
A3
C-435
D8
C-435
A9
C-435
E1
C-435
NEW CONDENSATE
ANCHOR
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#01
O
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
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.
M A
N H
O
N
A
N
L O
W E
R
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
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A C
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S T
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I L
L
C I V
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E I E
C d w g
C-432
L A
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S
C A
E
A N
H O
L E
S
S
T
O
A
M
P
L A
C E
D
S
H E
E T
G
9'-9
7'-0"
18'-0"
5'-3"
4'-11
8'-0"
5'-0"
EXISTING 16" STEAM
EXISTING 12" STEAM
EXISTING 16" STEAM
EXISTING 12" STEAM
NEW MANHOLE
ACCESS
(MH 519)
NEW 12" WATER
NEW 8" CONDENSATE
NEW 12" STEAM VALVE
NEW 20" STEAM
NEW 20" STEAM VALVE
NEW STEAM DRIP LEG
NEW
DRIP
LEG
EXISTING FIRE HYDRANT
EXISTING STEAM EXPANSION JOINT
NEW 20" x 20" STEAM TEE
NEW STEAM ANCHOR
NEW WATER ANCHOR
NEW 12" STEAM VALVE
NEW 12" STEAM
NEW 12" STEAM
POD
POD
POD
NEW 20"X12" ECCENTRIC REDUCERS, ROTATED
AS NEEDED TO MATCH PIPE ELEVATIONS.
NEW STEAM ANCHOR
POD
NEW 16" STEAM VALVE
SCALE: 1/2" = 1'-0"
MANHOLE 519 NEW PLAN (UPPER)
NEW MANHOLE
ACCESS (MH 519-1)
NEW 20" x 16" ECCENTRIC REDUCER
NEW CONDENSATE ANCHOR
5'-4"
8'-0"
4'-8"
C-434
A3
C-435
D8
C-435
A9
C-435
E1
C-435
A5 E2
C-434
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#01
O
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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
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.
M A
N H
O
N
A
N
U
P P
E R
G
S
C H
M I D
T
B
G
O E
R I N
G
E P
P E
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G
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A C
K E
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G
T
A C
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S T
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I L
L
C I V
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E I E
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C-433
L A
R G
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S
C A
E
A N
H O
L E
S
S
T
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A
M
P
L A
C E
D
S
H E
E T
G
NEW 8" CONDENSATE
NEW 8" CONDENSATE
EXISTING 8" RAW WATER
REMOVE LINE INSIDE MANHOLE
AND CAP EXISTING LINE IN UTILIDOR
EXISTING 16" STEAM
EXISTING 14" WATER
NEW
20" STEAM
NEW 20" STEAM
NEW 12" WATER
NEW 12" WATER VALVE
NEW 16" STEAM VALVE
NEW 12" WATER
NEW 20" STEAM VALVE
NEW 12" STEAM
NEW 8" CONDENSATE
NEW DRIP LEG
NEW 8" CONDENSATE VALVE
NEW 14"x12" REDUCER
POD
POD
NEW 8" EXPANSION JOINT
EXISTING 8" CONDENSATE
NEW 12" WATER
NEW 20 x 20"
STEAM TEE
EXISTING 2O" STEAM
NEW 20" ALIGNMENT GUIDE
POD
NEW 12" ALIGNMENT GUIDE
NEW 8" ALIGNMENT GUIDE
NEW 4'x4' ACCESS HATCH
MANHOLE SECTION
SCALE: 1/2" = 1'-0"
A5
C-434
MANHOLE SECTION
SCALE: 1/2" = 1'-0"
E2
C-434
NEW 4'x4' ACCESS HATCH
NEW ACCESS
NEW ACCESS
6'-6"
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
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D
S
T E
A M
W
A T
I L I D
U C
T
T
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AM#01
O
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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
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.
M A
N H
O
N
C
T I O
O
F
G
S
C H
M I D
T
B
G
O E
R I N
G
E P
P E
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A C
K E
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A C
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L
C I V
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L A
R G
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C A
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A N
H O
L E
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S
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A
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P
L A
C E
D
S
H E
E T
G
EXISTING 8" CONDENSATE
EXISTING 8" RAW WATER
EXISTING 14" WATER
EXISTING 16" STEAM
NEW ACCESS
NEW 12" WATER VALVE
EXISTING 8" RAW WATER
REMOVE LINE INSIDE MANHOLE
AND CAP EXISTING LINE IN UTILIDOR
EXISTING 12" STEAM
EXISTING 8" CONDENSATE
NEW 16" STEAM
NEW 12" STEAM VALVE
EXISTING 6" HYDRANT LATERAL
EXISTING 12" WATER
EXISTING 12" WATER
NEW 20" STEAM
NEW 12" WATER
NEW 20" STEAM VALVE
EXISTING 12" STEAM EXPANSION JOINT
EXISTING 8" CONDENSATE EXPANSION JOINT
NEW DRIP LEG
NEW ACCESS
NEW 16" STEAM VALVE
EXISTING 12" WATER VALVE
EXISTING 14" WATER
NEW DRIP LEG
NEW 8" CONDENSATE
NEW 8" CONDENSATE VALVE
NEW 20" STEAM
NEW 12" WATER
NEW 8" CONDENSATE
NEW ACCESS
NEW TRAP ASSEMBLY
POD
POD
EXISTING 16" STEAM
EXISTING 16" EXPANSION JOINT
NEW 12" STEAM VALVE
NEW 16"x16"
STEAM TEE
NEW 8" CONDENSATE
NEW 12" STEAM
NEW 20" STEAM
NEW 8" CONDENSATE VALVE
NEW 4'x4' ACCESS HATCH
NEW 4'x4' ACCESS HATCH
NEW 4'x4' ACCESS HATCH
NEW 8" CONDENSATE
POD
NEW DRIP LEG
MANHOLE SECTION
SCALE: 1/2" = 1'-0"
A3
C-435
MANHOLE SECTION
SCALE: 1/2" = 1'-0"
D8
C-435
MANHOLE SECTION
SCALE: 1/2" = 1'-0"
A9
C-435
MANHOLE SECTION
SCALE: 1/2" = 1'-0"
E1
C-435
POD
6'-6"
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…
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