EIE394_AM02.pdf

PDF 9 MB Posted Jan 16, 2018

Attached to: EIE394 F-35 Renovate 4-Bay Weather Shelter, Eielson AFB, AK
Solicitation number: W911KB-18-R-0019
Issued by: Department of the Army Corps of Engineers Engineering District Alaska

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EIE394 AM02 Updated drawings

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File	Type	Posted
JA-18-07-Det-tronics_EIE394_Redacted.pdf	PDF	Jan 17, 2018
AM03.pdf	PDF	Jan 17, 2018
Attch-EAL_Contractor_Sponsor_Form_201712.xlsx	XLSX spreadsheet	Dec 20, 2017
Amendment_1_package-EIE394.pdf	PDF	Dec 20, 2017
02_EIE394_Drawings_EN_RTA.pdf	PDF	Dec 19, 2017
A.07.23__18R0019-Final_EIE394_Solicitation.pdf	PDF	Dec 19, 2017
JA-07_Redacted_JA_Redacted.pdf	PDF	Dec 19, 2017
JA-06,_08-14_approved_Redacted.pdf	PDF	Dec 19, 2017

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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: EIE394, F-35 Renovate 4-Bay Weather Shelter, Eielson AFB, Alaska

a. This amendment provides changes to the solicitation as indicated on the continuation pages of this document.

b. PROPOSAL DUE DATE IS EXTENDED TO: 22 January 2018 at 1400 hours ALASKA TIME. Proposals shall be submitted in accordance w ith Section 00 21 00, paragraph 1.13, Proposal Submittals.

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

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY 16-Jan-2018

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-0019

X 9B. DATED (SEE ITEM 11)

19-Dec-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 X is extended, 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 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

16-Jan-2018

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:

EIE394 – AM#2

SUMMARY OF CHANGES

A. The following drawings were included in the original solicitation and are substituted for the superseded documents:

1. EIE394 – A-102

2. EIE394 – A-104

3. EIE394 – A-510

4. EIE394 – C-721

5. EIE394 – C-740

6. EIE394 – E-502

7. EIE394 – M-122

8. EIE394 – M-601

9. EIE394 – M-701

10. EIE394 – S-500

11. EIE394 – S-501

12. EIE394 – S-505

B. Added additional drawings for As-Built for Repair Hangar Doors Bldg 1335.

C. The following original specifications are revised as indicated:

1. 05 51 00 METAL STAIRS

a. Revised paragraph 1.2, SD-03 for DELETED TEXT.

b. Revised paragraph 2.2.2; 2.2.2.1; 2.2.2.2; 2.2.2.3; 2.2.2.4; 2.2.2.5; 2.2.2.6 for DELETED TEXT.

2. 08 11 13 STEEL DOORS AND FRAMES

a. Revised paragraph 1.2, SD-04 Design Data to add Design Analysis; G.

b. Added paragraph 1.4 QUALITY ASSURANCE.

c. Added paragraph 1.4.1 Design Data Requirements.

D. The following new specification is added to the project:

1. 02 82 14 HAZARDOUS MATERIALS ABATEMENT

2. 02 83 13.00 20 LEAD IN CONSTRUCTION

3. 02 84 16 HANDLING OF LIGHTING BALLASTS AND

LAMPS CONTAINING PCBs AND MERCURY

E. The following documents were included in the original solicitation and are substituted for the superseded documents:

a. EIE394 Specification Table of Content

F. SECTION 00 11 00 – STANDARD FORM (SF) 1442

The required response date/time has changed from 19-Jan-2018 02:00 PM to 22- Jan-2017 02:00 PM.

(End of Summary of Changes)

1 2 3 4 5

A-501 G4

FIRE

CORR.

JANITOR

SHOWER

VEST.

RESTROOM

ELEC

106A

114A

110A

MATCHLINE

19' - 6"19' - 6"19' - 6"19' - 6" 78' - 0"

1 / A-103

1 / A-101

23' - 8" 9' - 6" A-501

ENTRY

114 114B

WALK OFF GRILL SYSTEM (WO-1)

RELOCATE (E) BOLLARS TO HANGAR SIDE OF DOORS

METAL LOCKERS (22 COUNT) RELOCATE (E) BOLLARS TO HANGAR SIDE OF DOORS

- 0

INFILL WALL

CORNER GUARDS, TYP.

US ARMY CORPS

OF ENGINEERS

SHEET OF

Reference number:

E, A

B Y:

Re co mm en de d:

Ap pr ov ed

Da te:

B C D E F G H

-1

:1 x1

-1 :2

ALASKA DISTRICT

0 L

, S

UIT

E 4

, A

, A K 9

Ph : 9

.27

4.7

ION

2 D (K

9 (

NOT FOR CONSTRUCTION

A-102

O N

Y W

.1 2.

B-

-R -0

DESIGN

COMPLETE

E L

B, A

S K A

R E

F I R

R P

1/4" = 1'-0"A2 LEVEL 1 - FLOOR PLAN - AREA B

KEY PLAN

CBA

02 4 8134

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

PLAN NORTH

(ROTATED)

SHEET NOTES:

1. SEE DETAIL SHEET A-501 FOR STRUCTURAL BRACING WALL

PENETRATION DETAILS.

Sy m

Ac tio n De sc rip tio n

Da te

Ap pv d

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2 2

O R

G U

N O

1 2 3 4 5

E1 A-301

A4 A-302

A1 A-302

F1 A-320

D1 A-320

78' - 0" 19' - 6"19' - 6"19' - 6"19' - 6"

MECHANICAL

PLATFORM

A-320 D4

STAIR 1 (E)STAIR 2

- 9

INSURE NEW DOOR SWING CLEARS NEW BRACE

200A

INSTALL NEW GWB ON

BOTH SIDES OF (E) WALL

FRAMING TO MATCH

PARTITION TYPE A,

INSURE 1-HOUR RATED

ASSEMBLY, FROM SLAB

TO RATED CEILING.

CORNER GUARD, TYP.

US ARMY CORPS

OF ENGINEERS

SHEET OF

Reference number:

E, A

B Y:

Re co mm en de d:

Ap pr ov ed

Da te:

B C D E F G H

-1

:1 x1

-1 :2

ALASKA DISTRICT

0 L

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E 4

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, A K 9

Ph : 9

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4.7

ION

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NOT FOR CONSTRUCTION

A-104

O N

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.1 2.

B-

-R -0

DESIGN

COMPLETE

E L

B, A

S K A

R E

P L A

R M

F L O

O R

1/4" = 1'-0"A2 MECHANICAL PLATFORM - FLOOR PLAN

KEY PLAN

CBA

04 8 16268

SCALE: 1/8"=1'-0"

PLAN NORTH

(ROTATED)

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Ac tio n De sc rip tio n

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2 2

O R

G U

N O

EXTEND ROOF MEMBRANE, AND

METAL LINER FULL DEPTH OF

CLAMPING RING AND SET IN WATER

CUT OFF MASTIC

ATTACH BOX TO ROOF DECK

WITH ANGLE

SUMP PLATE MOUNTED

TO TOP OF ROOF DRAIN

BOX

FILL BOX WITH SPRAY

FOAM INSULATION

OVERFLOW DRAIN, PROVIDED WITH

2" WATER DAM

SEE ELECTRICAL FOR HEAT

TRACE; EXTEND INTO DRAIN

5FT

PRIMARY DRAIN WRAP HEAT TRACE AROUND

SUMP BEFORE ROUTING DOWN

LEADER

EXISTING MTL DECK

WATER PROOF LINER

ROOF ASSEMBLY 2

HRV

REF.

MECH.

FLASHING

ROOF MEMBRANE;

WRAP DOWN CURB

1" RIGID INSULATION

SHEATHING

ROOF ASSEMBLY 2

SPRAY FOAM INSULATION

FRTW 2X BLOCKING

PARAPET CAP TYP.

EXISTING WALL

SUBSTRATE

ROOF MEMBRANE

ROOF PENETRATION BOOT

EXISTING LIGHT FIXTURE

SS BOOT CLAMP

SECONDARY STORM

COLLAR

SEAL PENETRATION AT PARAPET CAP

SEAL BOOT AT PARAPET CAP

HRV REF.

MECH.

ACCESS

STAIR

OPENING

ROOF ASSEMBLY 2

ROOF FRAMING REF. STRUCT.

FLASHING

WRAP ROOF MEMBRANE

INTO OPENING

SPRAY FOAM INSULATION

PARAPET CAP TYP.

(E) WALL

ROOF ASSEMBLY 2

SUBSTRATE

CAP FLASHING

CONTINUOUS CLEAT

ROOF MEMBRANE; WRAP OVER

PARAPET AND DOWN WALL 2".

FASTEN AT CLEAT.

TAPERED FRTW BLOCKING

(E) PARAPET STRUCTURE

SUBSTRATE

ESCUTCHEON

HVAC REF. MECH.

ROOF ASSEMBLY 2

HRV ENCLOSURE

WRAP MEMBRANE INTO OPENING

CURB

COLLAR

EXISTING CLADDING

NEW FRTW BLOCKING

HOOD; REF. MECH,

EXISTING WALL ASSEMBLY

EXISTING CLADDING

NEW FRTW BLOCKING

HOOD; REF. MECH,

EXISTING WALL ASSEMBLY

BACKROD AND

SEALANT

PARAPET CAP TYP.

(E) WALL

ROOF ASSEMBLY 2

(E) SCUPPER

CAP EXISTING SCUPPERS

1/8" WEEP HOLES @ 3" O.C.

A-510 E3

(E) WALL ASSEMBLY

(E) HVAC OPENING

INFILL FRTW FRAMING

1/2" FRTW SHEATHING

AIR BARRIER, SEAL TIGHT

TO ADJ (E) BARRIER

FLAT MTL PANEL; PT TO

MATCH ADJ SIDING

DRIP EDGE

METAL SHEET, MATCH ADJ

INTERIOR SURFACE

FILL WITH BATT INSUL

VR, SEAL TIGHT TO ADJ (E) VR

DAMPER

ROOF ASSEMBLY 2

CANT

FACTORY INSULATED

ROOF CURB

CONTINUOUS

NEOPRENE PAD

ROOFTOP HOOD

ATTACH EQUIPMENT TO

CURB PER MANUFACTURERS

RECOMENDATIONS

US ARMY CORPS

OF ENGINEERS

SHEET OF

Reference number:

E, A

B Y:

Re co mm en de d:

Ap pr ov ed

Da te:

B C D E F G H

-1

:1 x1

-1 :2

ALASKA DISTRICT

0 L

, S

UIT

E 4

, A

, A K 9

Ph : 9

.27

4.7

ION

2 D (K

9 (

NOT FOR CONSTRUCTION

A-510

L S

O N

Y W

.1 2.

B-

-R -0

DESIGN

COMPLETE

E L

B, A

S K A

R E

E X

R I O

R D

L S

12" = 1'-0"E4 ROOF DRAIN DETAIL

1 1/2" = 1'-0"G1 HRV CURB

3" = 1'-0"E1 PARAPET TYP. @ LIGHT FIXTURE

1 1/2" = 1'-0"G3 HRV OPENING

1 1/2" = 1'-0"D1 PARAPET TYP.

3" = 1'-0"E3 PARAPET CAP

1 1/2" = 1'-0"B1 HRV PENETRATION TYP.

3" = 1'-0"A5 NEW MECH. HOOD HEAD

3" = 1'-0"C5 NEW MECH. HOOD JAMB / SILL

1 1/2" = 1'-0"D3 SCUPPER INFILL

1 1/2" = 1'-0"B3 HVAC WALL INFILL

1 1/2" = 1'-0"A1 ROOF HOOD CURB

L N

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Ac tio n De sc rip tio n

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ATTACH HOT DIP GALVANIZED 4" X 4" X 1/4"

PLATE WASHER TO BOTTOM OF SECTION

WITH 1/2"-13 X 1" LG. FASTENER AND P1006

NUT. DRY-PACK GROUT BETWEEN BLOCK AND

WASHER

6" x 6" CONCRETE

CENTER SUPPORT,

HEIGHT AS REQUIRED

P1000, HG OR WITH POST

INSTALLED ANCHOR BOLTS,

KEEP 3" CLEAR OF FLOOR

PIPE ROLLER, TYP SEE

DETAIL E5/C-722

USE P1026. HG BRACKET

W/(2) 1/2"-3 X 1"LG.,

FASTENERS EG AND (2) P1006

EG NUTS, TYP.

(E) ELECTRICAL

CONDUIT TO

REMAIN, SEE

E-101

6" ST LOW END

POSITION

6" ST HIGH END

POSITION

4" S

2" DCW

3" COND

10" FW

NOTES:

1. STEAM PIPE SLOPES TO BUILDING, NOT IN DIRECTION OF UTILIDUCT AT 1"/40'-0".

2. PIPE GUIDES TO BE BOLTED TO STRUT SPACING OF GUIDES SHALL BE PER DWG. C-711

AND C-722 STEAM PIPE GUIDES MAY REPLACE A ROLLER SUPPORT. CONDENSATE PIPE

GUIDES WILL REQUIRE AN ADDITIONAL STRUT ACROSS THE UTILIDUCT. SEE DETAIL

F3/C-722.

3. PART NUMBERS ARE FOR UNISTRUT. EQUAL PRODUCTS MATCHING THE LOAD RATINGS

AND SPECIFICATIONS ARE ACCEPTABLE.

4. LOCATE PIPE SUPPORTS 10'-0" APART MAXIMUM.

GENERAL NOTES:

1. ANCHOR DETAILS ARE SUGGESTIONS ONLY. ACTUAL

CONFIGURATION AND DESIGN REQUIREMENTS SHALL

BE THE RESPONSIBILITY OF THE CONTRACTOR. SEE

DWG C-711 FOR DESIGN FORCES.

2. ALL PIPE SUPPORTS AND ANCHOR ELEMENTS SHALL

BE HOT-DIPPED GALVANIZED PER ASTM 123.

ADDITIONALLY, PIPE SUPPORTS AND ANCHORS WITHIN

6" OF THE FLOOR SHALL BE COATED WITH ASPHALT

FOR ADDITIONAL CORROSION PROTECTION. DO NOT

GALVANIZE UPPER PORTION AT FIELD WELDS.

3. WELDS ARE TO BE SHOP WELDS UNLESS NOTED

OTHERWISE.

4. THE DESIGN SHOWN IS TO RESIST FORCES, MOMENTS

AND TORSION DUE TO THE PIPE GEOMETRY AND

EXPANSION JOINT THRUST.

5. PLATE MATERIAL TO BE ASTM A36.

END VIEW

11 2"

4" TY

8" 20

8" 8"

11"

MAX

GALVANIZE LOWER

PORTION

3/16"

TYP

2" TY

DO NOT LOCATE

AT GIRTH WELD

1/4"

TYP

3/8

1/2" PLATE,

TYP

1" PLATE

1/4"

TYP

1/4"

TYP

PLAN VIEW

3/4" BASE PLATE

3/16 3/16

41 2"

2" TY

" S

11 2"1/4

1/4

TYP

3/4" PLATE

1/2" PLATE TYP

MAX

3/16

END VIEWPLAN VIEW

6" ST

3" COND

USE P1001 HG

1/2"Ø BACKER ROD

SCALE:

LID PANEL JOINT SECTION

NTSA3

1/2" X 4" CONTINUOUS NEOPRENE BEARING

PAD, 50 DUROMETERS

SCALE:

LID PANEL / WALL JOINT SECTION

NTSC3

1/2" X 4" CONTINUOUS NEOPRENE BEARING

PAD, 50 DUROMETERS

JOINT SEALANT - CONSEAL CS-1500

OR APPROVED EQUAL

1/2"Ø BACKER ROD

JOINT SEALANT - CONSEAL CS-1500

OR APPROVED EQUAL

SEE C3/C-721 FOR

LID/WALL JOINT DETAIL

1/4

1/ 2"

1/2" 1/4

1/2"

US ARMY CORPS

OF ENGINEERS

Reference number:

E, A

D R

A W

D E

S I G

N E

S U

B M

I T

T E

R E

V I E

W E

F I L

D A

T E

C O

N T

R A

C T

D W

C A

L E

C O

N T

R A

C T

O R

C I T

S T

A T

R e c o m m e n d e d

A p p r o v e d

D a t e

P R

I M

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A C

T O

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S I D

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I N

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NOT FOR CONSTRUCTION

P L

L E x x

ALASKA DISTRICT

E N

O V

A T

T H

H E

L T

K B

DESIGN

COMPLETE

E I E

L S

F B

L A

S K

S y m A c t i o n D e s c r i p t i o n D a t e

A p p v d

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B C D E F G H

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0, AN

E, A

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7.2

.74

TIO

2 D (K

REGISTERED PROFESSIONA L ENGINEER

JEFFREY D. BRACE

No. CE12292 Dec 08, 2017

T Y

P I C

I L

I D

U C

E T

A I L

C-721

J D

R M

M A

E D

C I V

I L

U T

I L

I T

SCALE:

TYPICAL UTILIDUCT DETAIL

NTSA4

SCALE:

STEAM PIPE WALL ANCHOR DETAIL

NTSF3

SCALE:

CONDENSATE PIPE WALL ANCHOR DETAIL

NTSF1SCALE:

NOT USED

NTSA1

SHEET NOTES:

ANCHOR BOLTS FOR ALL PIPE ANCHORS ARE 3/4"

HEAVY HEX HEAD ASTM 316 (FY=42 KSI) STAINLESS

STEEL.

BACKING PLATE TO MATCH BASE SIZE, GALVANIZED

AND ASPHALT COATED

/18

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(E) 14" DCW

(E) 2" CW

(E) 12" ST

(E) 6" COND

" F

A4 C-721

(E) 6" DCW

(E) 2" CW

(E) 6" S

6" S

(E) 2" DCW

(E) 4" S

3" COND

2" DCW

(E) 6" COND

(E) 12" ST

(E) 12" FW

(E) 2" CW

(E) 14" DCW

(E)

3" COND

4" S

(N)

(N) 10 FW

NOTE:

1. EXISTING ITEMS AS CONSTRUCTED IN EIE376 PROJECT.

(E) EJ-17

(E) EJ-18

(E)

(N)6" ST, 4" S, 2" DCW

(E)

TO BLDG. EIE394

(E) LIFT STATION

6" S

4" S

" F

BLDG. EIE 394

STEAM ANCHOR, SEE

DETAIL F3/C-721 & A5/C-722

SEAL PIPES AT WALL.

SEE DETAIL A1/S-505

CONDENSATE

ANCHOR SEE DETAIL

F1/C-721 & A5/C-722

FROM MANHOLE LP-34

3" COND

2" DCW

SEE MECHANICAL AND

FIRE PROTECTION FOR

CONTINUATION

PROVIDE DRIP LEG,

SEE F4/C-740

DRIP LEG TO BE LINE SIZE

DIRT LEG

MAIN STEAM LINE

6" M

O F

6" M

STRAINER

CHECK

VALVE

THREAD-O-LET

CONNECT AT

TOP OF MAIN

48" MIN.

THERMODYNAMIC TRAP,

TLV J3X SERIES FREE

FLOAT OR APPROVED EQUAL

3/4"Ø, WELD TO

THREAD-O-LET

CONDENSATE MAIN

FLOW DIRECTION

LOCATE VALVE

AT FIRST NIPPLE

OFF MAIN.

2" SCH. 80 TO SUMP

OR SAFE LOCATION

AT FLOOR.

NC2"

GATE VALVE AT

FIRST NIPPLE OFF

DRIP LEG.

UNION

TYP

3/4" TEST VALVE,

WITH PLUG

SCALE:

UTILIDUCT DRIP LEG AND TRAP DETAIL

NTSF4

3" M

. THREAD-O-LET, TYP.

US ARMY CORPS

OF ENGINEERS

Reference number:

E, A

D R

A W

D E

S I G

N E

S U

B M

I T

T E

R E

V I E

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F I L

D A

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C O

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C A

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R A

C T

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C I T

S T

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R e c o m m e n d e d

A p p r o v e d

D a t e

P R

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A C

T O

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S I D

E N

N G

I N

E E

E I E

NOT FOR CONSTRUCTION

P L

L E x x

ALASKA DISTRICT

O V

A T

T H

L T

K B

DESIGN

COMPLETE

E I E

L S

F B

L A

S K

S y m A c t i o n D e s c r i p t i o n D a t e

A p p v d

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B C D E F G H

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E, A

1 P h:

7.2

.74

TIO

2 D (K

REGISTERED PROFESSIONA L ENGINEER

JEFFREY D. BRACE

No. CE12292 Dec 08, 2017

U T

I L I D

U C

A N

H O

E T

A I L S

C-740

J D

R M

M A

E D

C I V

I L

U T

I L I T

SCALE:

MANHOLE LP-34

1/2"=1'-0"B1 SCALE:

MANHOLE

1/2"=1'-0"F1 0 1 2 4 6

1/2"=1'-0"

0 1 2 4 6

1/2"=1'-0"

SHEET NOTES:

USE FLEXIBLE JOINTS IN THE DUCTILE IRON FIRE AND

SEWER UTILITIES TO ALLOW FOR EXPANSION AND

CONTRACTION IN THE LINE.

/18

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CONTAINMENT PAD SEALED OVER DRAIN

AND SECURED IN POSITION. (C.I. AGENT POLYVINYL,

SORBWEB PLUS OR EQUAL.)

1" SCREENED STONE

GEOTEXTILE CONTAINMENT BLANKET

(C.I. AGENT POLYVINYL, SORBWEB

PLUS OR EQUAL)

SEAL CONTAINMENT BLANKET

CONDUIT PENETRATIONS.

(2) 4" SAND LAYERS

SLOPE FOR SAFETY

30" MIN

24" MIN

G E

N E

R A

L N

O T

12" MIN

PRE-MANUFACTURED OR

POURED IN PLACE PADVAULT

PER TRANSFORMER

DIMENSIONS

#4/0 BARE GROUND

CONDUCTOR

EXOTHERMIC WELD,

TYP.

TRANSFORMER

#4/0 BARE COPPER

COUNTERPOISE

PROVIDE 1" SCH 80 PVC SLEEVES

(TYPICAL) FOR GROUND CONDUCTOR

INSTALLATION. EXTEND SLEEVES 1"

MINIMUM BEYOND PADVAULT WALL ON

BOTH ENDS.

3/4"x10'-0" COPPER CLAD GROUND

ROD INSTALLED 20'-0" MINIMUM AWAY

FROM TRANSFORMER GROUND RING.

3/4"x10'-0" COPPER

CLAD GROUND ROD.

#4/0, 600V RATED INSULATED

SECONDARY NEUTRAL GROUND.

#4/0 BARE GROUND

CONDUCTOR

3/4"x10'-0" COPPER

CLAD GROUND ROD.

SECONDARYPRIMARY

REMOVE GROUND STRAP BETWEEN

SECONDARY NEUTRAL AND TRANSFORMER

CASE GROUND IF PRESENT.

CONDUCTORS FOR FEED

THROUGH TRANSFORMER NOT

SHOWN FOR CLARITY.

#4/0 MV

CONCENTRIC

NEUTRAL GROUND

S E

E N

O T

TRANSFORMER

SEE NOTE 5

TRANSFORMER

CASE GROUND

TRANSFORMER, SEE SITE PLAN

CONCRETE VAULT SIZED

AS REQUIRED

#4/0 BARE COPPER COUNTERPOISE

RING BURIED 30" BELOW GRADE, MIN.

PLACE 42" FROM PAD.

3/4"x10' LONG COPPER CLAD GROUND ROD

EXOTHERMIC WELDED TO #4/0 COPPER

COUNTERPOISE AT FOUR LOCATIONS.

SECONDARY NEUTRAL. REMOVE

GROUND BOND STRAP BETWEEN

NEUTRAL AND TRANSFORMER CASE

GROUND IF PRESENT.

GENERAL NOTES:

1. PADVAULT ASSEMBLIES INCLUDE SITE PREPARATION BEDDING AND DRAINAGE.

2. PADVAULTS MAY BE PRECAST OR POURED IN PLACE. STEEL REINFORCING SHALL

BE #5 BARS AT 12" O.C. EACH WAY MINIMUM TO STOP 1" FROM SIDES AND CABLE

OPENINGS.

3. EQUIPMENT SHALL BE SECURED TO PADVAULT IN ACCORDANCE WITH

MANUFACTURERS INSTRUCTIONS.

4. LOCATION & SIZE OF CABLE OPENING SHALL BE AS REQUIRED FOR CABLE RUN &

EQUIPMENT LAYOUT.

5. PADVAULT DIMENSIONS SHALL BE AT LEAST 12" LARGER THAN EQUIPMENT

OUTSIDE DIMENSIONS. COORDINATE DIMENSIONS WITH TRANSFORMER

MANUFACTURER, SITE CONDITIONS, ADJACENT UTILITIES AND ALL TRADES.

REFER TO CIVIL SITE PLANS.

6. BOND SYSTEM GROUND CONDUCTOR ROUTED WITH PRIMARY CONDUCTORS TO

GROUNDING ELECTRODE SYSTEM (NOT SHOWN).

7. BOND PRIMARY CONCENTRIC NEUTRALS (FOR FUTURE 12.47kV CONVERSION) TO

GROUNDING ELECTRODES.

8. PRIMARY DISTRIBUTION IS CLASSIFIED AS A SINGLE GROUND SYSTEM

OPERATING AT 7.2kV DELTA. INSTALLATION SHALL COMPLY WITH NESC AND BE SUITABLE FOR FUTURE 12.47GY/7.2kV CONVERSION WITH MINIMAL FIELD

MODIFICATIONS.

VAULT

CABLE

ENTRY

#4/0 EQUIPMENT

GROUND BOND

#4/0 MV

CONCENTRIC

NEUTRAL GROUND

#4/0 BARE GROUND

PROVIDE GROUND ROD FOR

SECONDARY NEUTRAL. GROUND

ROD SHALL BE SEPARATED FROM

PRIMARY GROUNDING ELECTRODE

SYSTEM BY 20'-0" MINIMUM PER

NESC 097D.

#4/0 INSULATED SECONDARY NEUTRAL

GROUNDING ELECTRODE CONDUCTOR.

GEOTEXTILE

CONTAINMENT

BLANKET

12"

30"

PADVAULT CONTAINMENT NOTES:

1. PROVIDE PADVAULT GEOTEXTILE CONTAINMENT BLANKET AROUND

BOTTOM OF PAD VAULT UP TO 12" BELOW GRADE. SEAL ALL AREAS

WHERE CONDUIT PENETRATE, OVERLAP LINER AROUND CONDUIT

AND SEAL WATER TIGHT.

2. FILL AREA BETWEEN PADVAULT AND LINER WITH 1" INCH

UNIFORMLY GRADED SCREEN ROCK.

3. COVER PADVAULT SUMP DRAIN WITH A GEOTEXTILE OIL

CONTAINMENT PAD TO IMPEDE PASSAGE OF OIL FROM VAULT.

4. SEAL ALL PADVAULT CONDUIT PENETRATIONS WATER TIGHT, WITH

CONCRETE GROUT OR EXPANDING FOAM.

5. SEAL ALL CONDUIT WATER TIGHT, WITH CONDUIT SEALANT OR

EXPANDING FOAM.

6. ALL EXPOSED METAL PARTS SHALL BE HOT DIPPED GALVANIZED.

PROVIDE WATER STOP AT ANY CONSTRUCTION JOINTS.

7. PROVIDE PADVAULT AND CONTAINMENT BLANKET SUBMITTAL FOR

ENGINEER REVIEW.

CONTAINMENT PAD SEALED OVER DRAIN

AND SECURED IN POSITION. (C.I. AGENT POLYVINYL,

SORBWEB PLUS OR EQUAL.)

1" SCREENED STONE

GEOTEXTILE CONTAINMENT BLANKET

(C.I. AGENT POLYVINYL, SORBWEB

PLUS OR EQUAL)

SEAL CONTAINMENT BLANKET

CONDUIT PENETRATIONS.

(2) 4" SAND LAYERS

SLOPE FOR SAFETY

US ARMY CORPS

OF ENGINEERS

Reference number:

U .S

. A R

M Y

E N

T R

C O

R P

S O

F E

N G

E R

S A

N C

H O

R A

G E

K A

D R

A W

N B

D E

N E

S U

B M

E D

R E

W E

D B

D A

T E

O N

T R

A C

T N

D W

G S

C A

C O

N T

R A

C T

O R

S T

A T

R ec om m en de d:

A pp ro ve d:

D at e:

P R

C O

N T

R A

C T

O R

R E

E N

T E

N G

E R

B C D E F G H

T S

C A

:1 x

ALASKA DISTRICT

T, S

0, A

N C

H O

R A

G E, A K

P h:

A K

C O

R A

: 3

(C O

A N

A S

N O

T E

NOT FOR CONSTRUCTION

E-502

D E

T A

F -3

R E

N O

V A

T E

-B

A Y

W E

A T

H E

R S

H E

L T

E R

L R

A L M L

R H

K B

-1 -R

-0

DESIGN

COMPLETE

L S

O N

A F

B A

L A

S K

E L E

C T

A L

E L E

C T

A L D

E T

N.T.S.A1

PADVAULT MOUNT TRANSFORMER ELEVATION VIEW

N.T.S.E1

PADVAULT MOUNT TRANSFORMER DETAIL

N.T.S.A4

PADVAULT CONTAINMENT DETAIL

T S

T A

A K

AF ALO

49 TH

REG IST ER ED P R O F ES S I O NA L ENG IN

EER

No. EE12169

LON R. JOHANNES

DEC 08, 2017

2 2 2 22

O T

E A

N D

C A

U T

S ym

A ct io n

D es cr ip tio n

D at e A pp vd

M #2

54321

UH-17

FIRE

RESTROOM

CORR.

JANITOR

SHOWER

RESTROOM

ELEC

UH-18

/MATCHLINE - SEE A1 M-123

/MATCHLINE - SEE A1 M-121

FT-1FT-1

CRP-1CRP-1

CUH-1

CUH-2CUH-2

T T

3" C

6" HPS

PRV's RACKED

ON THE WALL

8" LPS

1-1/4" HGS/HGR

UP TO

MECHANICAL

PLATFORM

3/4" HGR

3/4" HGS

1" HGR

1" HGS

CM-1

MS-1

6" HPS, 3" COND FOR

CONT. IN UTILIDUCT,

SEE CIVIL

4" COND

ENTRY

VEST.

1" HGR

1" HGS

FOR UNIT

HEATER PIPING

DETAIL, SEE

A5/M-502 (TYP.)

3/4" HGS/HGR

FOR CABINET UNIT

HEATER PIPING DETAIL,

SEE E3/M-502 (TYP.)

FIRE EQUIPMENT SHOWN

FOR COORDINATION.

PLUMBING

FIXTURES (TYP.)

54321

UH-19

UH-20

/MATCHLINE - SEE A1 M-123

/MATCHLINE - SEE A1 M-121

P-1AP-1A

P-1BP-1B

P-2BP-2BP-2AP-2A

AS-1AS-1

HX-2HX-1

HX-1HX-2

GMT-1GMT-1

ET-1ET-1

AS-2

MECHANICAL

PLATFORM

4" HGS2" SMS

4" HGR2" SMR

HEAT EXCHANGER

COIL PULL SPACE,

(TYP 2)

1-1/4" HGS/R

DN TO FIRST

FLOOR

3/4 HGR

3/4 HGS

4" SMS

6" HGS

4" HGS/HGR UP TO

PHC-1 FOR PIPING

DETAIL SEE

C1/M502

4" SMR

HC-6

3/4" HGS/HGR

8" LPS DN

4" COND DN

HOUSEKEEPING

PAD (TYP.)

6" HGS ET-2

6" HGR

M M

2-1/2" HGS/HGR UP

TO HC-1 FOR

PIPING DETAIL SEE

C1/M502

US ARMY CORPS

OF ENGINEERS

Reference number:

U .S

. A R

M Y

E N

T R

C O

R P

S O

F E

N G

E R

S A

N C

H O

R A

G E

K A

D R

A W

N B

D E

N E

S U

B M

E D

R E

W E

D B

D A

T E

O N

T R

A C

T N

D W

G S

C A

C O

N T

R A

C T

O R

S T

A T

R ec om m en de d:

A pp ro ve d:

D at e:

P R

C O

N T

R A

C T

O R

R E

E N

T E

N G

E R

B C D E F G H

T S

C A

:1 x

ALASKA DISTRICT

T, S

0, A

N C

H O

R A

G E, A K

P h:

A K

C O

R A

: 3

(C O

A N

A S

N O

T E

NOT FOR CONSTRUCTION

M-122

P L A

F -3

R E

N O

V A

T E

-B

A Y

W E

A T

H E

R S

H E

L T

E R

M J M

S E

W B L L

K B

-1 -R

-0

DESIGN

COMPLETE

L S

O N

A F

B A

L A

S K

M E

C H

A N

L E

V E

E C

H A

A L P

L A

T F

O R

M H

E A

P L A

N S

R E

A B

1/4" = 1'-0"A1

LEVEL 1 HEATING PLAN - AREA B

02 4 8134

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

PLAN NORTH

02 4 8134

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

PLAN NORTH

1/4" = 1'-0"A4

MECHANICAL PLATFORM HEATING PLAN - AREA B

KEY PLAN

CBA

GENERAL NOTES:

1. ROUTE ALL PIPING ABOVE THE BOTTOM CHORD OF THE ROOF

TRUSSES EXCEPT WHERE SERVING EQUIPMENT.

2. SLEEVE AND SEAL ALL WALL PENETRATIONS. PROVIDE FIRE

CAULK AS REQUIRED TO MAINTAIN ASSEMBLY RATINGS. SEE

DETAIL C3/M-502.

3. PATCH ALL OPENINGS IN WALLS RESULTING FROM DEMOLITION

WORK.

4. SEE A3/M-701 FOR STEAM AND CONDENSATE PIPING DIAGRAM.

5. SEE A/1/M-701 FOR HEATING GLYCOL AND SNOWMELT PIPING

DIAGRAM.

6. RESTROOM 108 AND ADJACENT HALLWAY ARE CLASS1/ DIV 2

RATED. ALL EQUIPMENT LOCATED IN THESE AREAS SHALL BE

LISTED FOR CLASS1/ DIV 2 USE. SEE ELECTRICAL CLASSIFICATION

PLAN.

E C

H A

N G

T S

A K

AF ALO

49 TH

REG IST ER E D P R O F ES S IO NA L ENG IN

EER

Brent L. Little

ME 12298

JAN 08, 2017

S ym

A ct io n

D es cr ip tio n

D at e A pp vd

M #2

US ARMY CORPS

OF ENGINEERS

Reference number:

U .S

. A R

M Y

E N

T R

C O

R P

S O

F E

N G

E R

S A

N C

H O

R A

G E

K A

D R

A W

N B

D E

N E

S U

B M

E D

R E

W E

D B

D A

T E

O N

T R

A C

T N

D W

G S

C A

C O

N T

R A

C T

O R

S T

A T

R ec om m en de d:

A pp ro ve d:

D at e:

P R

C O

N T

R A

C T

O R

R E

E N

T E

N G

E R

B C D E F G H

T S

C A

:1 x

ALASKA DISTRICT

T, S

0, A

N C

H O

R A

G E, A K

P h:

A K

C O

R A

: 3

(C O

A N

A S

N O

T E

NOT FOR CONSTRUCTION

M-601

S C

H E

D U

L E

F -3

R E

N O

V A

T E

-B

A Y

W E

A T

H E

R S

H E

L T

E R

M J M

S E

W B L L

K B

-1 -R

-0

DESIGN

COMPLETE

L S

O N

A F

B A

L A

S K

M E

C H

A N

S C

H E

D U

L E

H E

A T

SNOWMELT ZONE SCHEDULE

ZONE AREA (SF)

FLUID

TYPE

OUTPUT

BTU/ SQ.

FT.

TEMPERATURE

# OF

CIRCUITS

SPACING

O.C. (IN.)

TUBE

DIAMETER

(IN.)

FLOW

(GPM)

PRESSURE

DROP MAX.

(FT W.C.)

BASIS OF DESIGN

NOTESSUPPLY

(DEGREE F)

DELTA T

(DEGREE F)

MANUFACTURER MODEL

SM-1 1428 SF 60 / EG 185 130 20 10 6 3/4" 34 15 REHAU - -

SM-2 1431 SF 60 / EG 185 130 20 10 6 3/4" 34 15 REHAU - -

SM-3 1433 SF 60 / EG 185 130 20 10 6 3/4" 34 15 REHAU - -

SM-4 1428 SF 60 / EG 185 130 20 10 6 3/4" 34 15 REHAU - -

UNIT HEATER SCHEDULE

TYPE LOCATION

RATED CAPACITY

(MBH)

FLUID%/

TYPE

EGT

(F)

LGT

(F)

FLOW

(GPM)

EAT

(F)

FAN BASIS OF DESIGN

NOTES

VOLTAGE PHASE HP OR W CFM SCCR MANUFACTURER MODEL

CUH-1 WALL (EXPOSED) ENTRY 114 45 60 / EG 180 150 3 60 120 V 1 1/20 370 CFM 18K MODINE C-006 1,3

CUH-2 WALL (EXPOSED) CORR. 110 45 60 / EG 180 150 3 60 120 V 1 1/20 370 CFM 18K MODINE C-006 1,3

UH-1 VERTICAL BAY 9 102 188 60 / EG 180 150 15 55 480 V 3 3/4 4820 CFM 30K MODINE V-333 1,2

UH-2 VERTICAL BAY 9 102 188 60 / EG 180 150 15 55 480 V 3 3/4 4820 CFM 30K MODINE V-333 1,2

UH-3 VERTICAL BAY 9 102 188 60 / EG 180 150 15 55 480 V 3 3/4 4820 CFM 30K MODINE V-333 1,2

UH-4 VERTICAL BAY 9 102 188 60 / EG 180 150 15 55 480 V 3 3/4 4820 CFM 30K MODINE V-333 1,2

UH-5 VERTICAL BAY 10 103 188 60 / EG 180 150 15 55 480 V 3 3/4 4820 CFM 30K MODINE V-333 1,2

UH-6 VERTICAL BAY 10 103 188 60 / EG 180 150 15 55 480 V 3 3/4 4820 CFM 30K MODINE V-333 1,2

UH-7 VERTICAL BAY 10 103 188 60 / EG 180 150 15 55 480 V 3 3/4 4820 CFM 30K MODINE V-333 1,2

UH-8 VERTICAL BAY 10 103 188 60 / EG 180 150 15 55 480 V 3 3/4 4820 CFM 30K MODINE V-333 1,2

UH-9 VERTICAL BAY 11 104 188 60 / EG 180 150 15 55 480 V 3 3/4 4820 CFM 30K MODINE V-333 1,2,4

UH-10 VERTICAL BAY 11 104 188 60 / EG 180 150 15 55 480 V 3 3/4 4820 CFM 30K MODINE V-333 1,2,4

UH-11 VERTICAL BAY 11 104 188 60 / EG 180 150 15 55 480 V 3 3/4 4820 CFM 30K MODINE V-333 1,2,4

UH-12 VERTICAL BAY 11 104 188 60 / EG 180 150 15 55 480 V 3 3/4 4820 CFM 30K MODINE V-333 1,2,4

UH-13 VERTICAL BAY 12 105 188 60 / EG 180 150 15 55 480 V 3 3/4 4820 CFM 30K MODINE V-333 1,2,4

UH-14 VERTICAL BAY 12 105 188 60 / EG 180 150 15 55 480 V 3 3/4 4820 CFM 30K MODINE V-333 1,2,4

UH-15 VERTICAL BAY 12 105 188 60 / EG 180 150 15 55 480 V 3 3/4 4820 CFM 30K MODINE V-333 1,2,4

UH-16 VERTICAL BAY 12 105 188 60 / EG 180 150 15 55 480 V 3 3/4 4820 CFM 30K MODINE V-333 1,2,4

UH-17 HORIZONTAL FIRE 106 31 60 / EG 180 150 2 60 120 V 1 1/12 730 CFM 18K MODINE HSB-47 1

UH-18 HORIZONTAL ELEC 107 31 60 / EG 180 150 2 60 120 V 1 1/12 730 CFM 18K MODINE HSB-47 1

UH-19 HORIZONTAL MECHANICAL PLATFORM 200 31 60 / EG 180 150 2 60 120 V 1 1/12 730 CFM 18K MODINE HSB-47 1

UH-20 HORIZONTAL MECHANICAL PLATFORM 200 31 60 / EG 180 150 2 60 120 V 1 1/12 730 CFM 18K MODINE HSB-47 1

NOTES:

1. FLOW RATE BASED ON 30°F DELTA, 180 DEG F EGT AND 60% ETHYLENE GLYCOL SOLUTION.

2. SPACE TEMPERATURE RECOVERY UNIT HEATER. PROVIDE WITH MANUFACTURER'S LOUVER CONE DIFFUSER.

3. TWO ROW COIL, INVERTED FLOW. RATED FOR CLASS1, DIV 2 LOCATION.

4. UNIT RATED FOR CLASS 1 DIV 2 LOCATION.

SHELL AND TUBE HEAT EXCHANGER SCHEDULE

TAG TYPE LOCATION SERVES

RATED

CAPACITY

(MBH)

TUBE SIDE SHELL SIDE BASIS OF DESIGN

NOTESFLUID

(%TYPE)

FLOW

(GPM)

Ti (F) To (F)

MIN. FOULING

FACTOR

MAX. PD

(PSI)

FLUID LB/HR

PRESS

INLET (PSIG)

PRESS OUT

(PSIG)

MIN. SCALING/

FOULING

FACTOR

MFR MODEL

HX-1 SHELL AND TUBE MECHANICAL PLATFORM 200 HIGH TEMP SYSTEM 6600 60%/EG 553 180 150 0.002 1.5 STEAM 6809 2.0 0.00 0.002 B&G QSU-247-4 1

HX-2 SHELL AND TUBE MECHANICAL PLATFORM 200 SNOW MELT SYSTEM 1500 60%/EG 136 110 130 0.002 1.5 STEAM 1513 2.0 0.00 0.002 B&G SU-145-4 1

NOTES:

1. HEAT EXCHANGER TO BE U-TYPE DESIGN.

STEAM TRAP AND PRV SCHEDULE

TAG TYPE

DESIGN

LOAD (#/HR)

UPSTREAM

PRESSURE

(PSIG)

DOWNSTREAM

PRESSURE (PSIG)

Cv SIZE

BASIS OF DESIGN

NOTES

MANUFACTURER MODEL

PRV-1 - 2774 75 17 35 2" SPIRAX 25P -

PRV-2 - 5548 75 13 56 2-1/2" SPIRAX 25P -

PRV-3 - 73 75 35 3.48 1/2" SPIRAX 25P -

ST-1 THERMODYNAMIC 4 75 0 - 1" SPIRAX TDC -

ST-2 F&T 10 15 0 - 3/4" SPIRAX FT-15 -

ST-3 F&T 6 15 0 - 3/4" SPIRAX FT-15 -

ST-4 F&T 13618 2 0 - 2" SPIRAX FTB-30 -

ST-5 F&T 3 15 0 - 3/4" SPIRAX FT-15 -

ST-6 F&T 3026 2 0 - 2" SPIRAX FT-15 -

ST-7 F&T 7 75 0 - 3/4" SPIRAX FT-75 -

ST-8 F&T 2.5 2 0 - 3/4" SPIRAX FT-15 -

ST-9 F&T 1 2 0 - 3/4" SPIRAX FT-15 -

ST-10 F&T 2 35 0 - 3/4" SPIRAX FT-15 -

STEAM CONTROL VALVE SCHEDULE

TAG SERVES

LOAD

(#/HR)

UPSTREAM

PRESSURE

(PSIG)

DOWNSTREAM

PRESSURE (PSIG)

BASIS OF DESIGN

NOTES

MANUFACTURER MODEL

CV-1 STEAM HX-1 2270 15 2 56 SPIRAX SPIRATROL SERIES ELECTRIC ACTUATION - EQUAL PERCENTAGE

CV-2 STEAM HX-1 4539 15 2 115 SPIRAX SPIRATROL SERIES ELECTRIC ACTUATION - EQUAL PERCENTAGE

CV-3 STEAM HX-2 504 15 2 14 SPIRAX SPIRATROL SERIES ELECTRIC ACTUATION - EQUAL PERCENTAGE

CV-4 STEAM HX-2 1009 15 2 35 SPIRAX SPIRATROL SERIES ELECTRIC ACTUATION - EQUAL PERCENTAGE

CONDENSATE RECEIVER PUMP SCHEDULE

TAG APPLICATION LOCATION CONDENSATE

RATE (LB/HR)

CONDENSATE

PUMP RATE

(GPM)

OPERATING

PRESSURE

(PSI)

BACK

PRESSURE

(PSI)

BASIS OF DESIGN

NOTES

MFR MODEL

CRP-1 CONDENSATE RECEIVER MECHANICAL PLATFORM 24,750 50 GPM 35 10 SPIRAX PTF4 -

T S

A K

AF ALO

49 TH

REG IST ER E D P R O F ES S IO NA L ENG IN

EER

Brent L. Little

ME 12298

JAN 08, 2017

S N

O W

M E

P A

T E

M P

S ym

A ct io n

D es cr ip tio n

D at e A pp vd

M #2

VACUUM

BREAKER

HX-2

L P

ST-6

ST-5

CV-3

CV-4

CV-1

CV-2

ST-3

VACUUM

BREAKER

ST-4

HX-1

L P

CRP-1

PRV-1

PRV-2

ST-2

ST-7

FT-1

S V

2 1

H P

PIPE TO GLYCOL

MAKE-UP TANK

SMS/SMR TO SNOWMELT

SYSTEM

HGS/HGR TO HIGH

TEMPERATURE

SYSTEM

PIPE TO GLYCOL

MAKE-UP TANK

LPC LPC

LPC

SERVICE DRAIN

BYPASS GLOBE

VALVE Cv=75

BYPASS GLOBE

VALVE Cv=150

BYPASS GLOBE

VALVE Cv=35 30 PSIG

30 PSIG

STEAM PRV LINE, SIZE EQUAL TO PRV OUTLET. ROUTE THROUGH PLATFORM FLOOR, ABOVE. PROVIDE 2" MIN.

INSULATION. INSTALL MINIMUM 12 FT. FROM FINISHED GRADE.

EXTEND STEAM VENT THROUGH PLATFORM FLOOR, ABOVE. PROVIDE 2" MIN. INSULATION THROUGH WALL AND

WEATHER PROOF FLASHING. INSTALL MINIMUM 12 FT. FROM FINISHED GRADE.

SHEET NOTES:

MS-1

ST-10

H P

HPC

CONDENSATE

RECEIVER, 20"ø

PIPE, MIN. 48"

LENGTH

CM-1

N.C.

1-1/2"

1 1/2"

1 1/2" 1 1/2"

1"3/4"

30 PSIG

2" 4"

1 1/2"

4" 4"

4" LPS

1-1/2"

3/4"

PRV-3

ST-8

ST-9

3/ 4"

DIRT LEG UTILITY

ENTRANCE PIT.

SEE CIVIL

4 HPS

5,548 LB/HR

5,141 FT/MIN

3 HPS

2,774 LB/HR

4,426 FT/MIN

6 LPS

5,548 LB/HR

6,398 FT/MIN

4 LPS

2,774 LB/HR

7,260 FT/MIN

6 HPS

8,322 LB/HR

3,395 FT/MIN

8 LPS

8,322 LB/HR

5,541 FT/MIN

8 LPS

8,322 LB/HR

5,541 FT/MIN

8 LPS

6,809 LB/HR

4,534 FT/MIN

10 LPS

6,809 LB/HR

4,931 FT/MIN

6 LPS

4,539 LB/HR

5,232 FT/MIN

4 LPS

2,270 LB/HR

5,940 FT/MIN

6 LPS

2,270 LB/HR

4,487 FT/MIN

8 LPS

4,539 LB/HR

5,181 FT/MIN

4 LPS

1,513 LB/HR

3,960 FT/MIN

3 LPS

1,009 LB/HR

4,548 FT/MIN

2 LPS

504 LB/HR

5,008 FT/MIN

4 LPS

1,513 LB/HR

6,787 FT/MIN

2.5 LPS

504 LB/HR

6,015 FT/MIN

4 LPS

1,009 LB/HR

4,525 FT/MIN

N.C.

3" 6"

6 HPS

8,322 LB/HR

3,395 FT/MIN

8" LPS

1-1/2"

6" HPS

1 1/2"

1" LPC

AS-1

ET-1

SECURELY ANCHOR BOLT ALL

EQUIPMENT THROUGH

HOUSEKEEPING PAD TO

FLOOR STRUCTURE

ANCHOR BOLT (TYP) FOR

ANCHORAGE INFORMATION SEE

STRUCTURAL

APIPE TO

GMT-1

P-1B

1-1/2 HIGH VOLUME GLYCOL

DRAIN WITH FILL CONNECTION

AND THREADED CAP

HGS

HGRHGR

HGS

HGS/R

TO/FROM

HX-1

AS-2

ET-2

GMT-1

SECURELY ANCHOR BOLT ALL

EQUIPMENT THROUGH

HOUSEKEEPING PAD TO

FLOOR STRUCTURE

ANCHOR BOLT (TYP) FOR

ANCHORAGE INFORMATION SEE

STRUCTURAL

3-1/2" CONC.

HOUSEKEEPING

PAD (TYP)

APIPE TO

GMT-1

P-2A

P-2B

SMS

SMRSMR

SMS

SMS/R

TO/FROM

HX-2

SMS/R TO/FROM

BUILDING SYSTEM

HX-2

1 GMT-1 SERVES BOTH HIGH TEMP AND SNOWMELT SYSTEMS.

NOTE:

HIGH VOLUME GLYCOL DRAIN

WITH FILL CONNECTION AND

THREADED CAP

FLEX CONNECTION

(TYP).

TO GLYCOL

MAKEUP TANK

GMT-1

HIGH TEMP

SNOWMELT

P-1A

FLEX

CONNECTION, TYP

TO HIGH

TEMP

SYSTEM

HGS/R TO/FROM

BUILDING SYSTEM

6" HGS 6" HGS

4" SMS4" SMS

US ARMY CORPS

OF ENGINEERS

Reference number:

U .S

. A R

M Y

E N

T R

C O

R P

S O

F E

N G

E R

S A

N C

H O

R A

G E

K A

D R

A W

N B

D E

N E

S U

B M

E D

R E

W E

D B

D A

T E

O N

T R

A C

T N

D W

G S

C A

C O

N T

R A

C T

O R

S T

A T

R ec om m en de d:

A pp ro ve d:

D at e:

P R

C O

N T

R A

C T

O R

R E

E N

T E

N G

E R

B C D E F G H

T S

C A

:1 x

ALASKA DISTRICT

T, S

0, A

N C

H O

R A

G E, A K

P h:

A K

C O

R A

: 3

(C O

A N

A S

N O

T E

NOT FOR CONSTRUCTION

M-701

G R

A M

F -3

R E

N O

V A

T E

-B

A Y

W E

A T

H E

R S

H E

L T

E R

M J M

S E

W B L L

K B

-1 -R

-0

DESIGN

COMPLETE

L S

O N

A F

B A

L A

S K

M E

C H

A N

G R

A M

H E

A T

N.T.S.A3

STEAM SYSTEM PIPING DIAGRAM

N.T.S.A1

HEATING PIPING DIAGRAM

2 2 2 2 2

E S

C H

A N

G E

T S

A K

AF ALO

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EER

Brent L. Little

ME 12298

JAN 08, 2017

S ym

A ct io n

D es cr ip tio n

D at e A pp vd

M #2

(E) CONC STEM WALL TO REMAIN

(E) STRIP FOOTING TO REMAIN

(E) 8" HANGAR

SLAB W/ #4 @

16" O.C.

1' - 8 5/8" 2' - 0"

7' - 0" 3' - 0"

DEMO EXTENTS

FIN.FLR. EL.-0'1/2"

FIN FLR. EL. 0'-0"

INTERIOR FACE OF

HANGAR DOOR

DEMO EXTENTS

1/4" R

(E) 3" ACC PAVEMENT

OVER 6" BASE COURSE

OVER CLASSIFIED FILL

(E) FILL

(E) 8" HANGAR SLAB

(E) CONC STEM WALL TO REMAIN

(E) STRIP FOOTING TO REMAIN

(E) 8" HANGAR

SLAB

2' - 0"

NEW HEATED SLAB

PER F2/S-500

FIN FLR. EL. 0'-0"

INTERIOR FACE OF

HANGAR DOOR(E) 3" ACC PAVEMENT

OVER 6" BASE COURSE

OVER CLASSIFIED FILL

7' - 0" 3' - 0"

PROVIDE #5 EPOXY DOWEL @ 12" O.C.

WITH 4" EMBED AND STD HOOK

THICKENED

SLAB EDGE

S-500

NOTE 4

NOTES:

1. REINFORCEMENT & HEAT TUBES NOT SHOWN FOR CLARITY.

2. SEE DETAIL F1/S-500 FOR TYPICAL DOWEL PLACEMENT DETAILS.

3. DISCONTINUE REINFORCEMENT AT JOINT.

4. PROVIDE 1"x1'-6" SMOOTH EPOXY COATED DOWEL AT 12" O.C. AT SLAB MID-

DEPTH. OIL HALF OF DOWEL TO PREVENT BOND TO NEW SLAB SECTION

S-500

NOTES:

1. HEAT TUBES NOT SHOWN FOR CLARITY.

2. DISCONTINUE REINFORCEMENT AT JOINT.

2" 2"

REINFORCEMENT

PER F2

S-500

NOTES:

1. SEALANT SHALL BE POURABLE SEALANT MEETING ASTM D 5893.

2. JOINT SEAL SHALL BE APPLIED SUBSEQUENT TO FLOOR COATING.

3. SEE SLAB PLANS FOR HANGAR BAY JOINT LOCATIONS.

+/-1/16"

1/2"

1/ 8"

1/4" CHAMFER

JOINT SEAL W/ BACKER ROD, NOTE 1

CONSTRUCTION BUTT JOINT

HANGAR BAY JOINT

DEPTH PER MANUFACTURER

RECOMMENDATIONS, 1.5" MIN

1/4" CHAMFER

INITIAL

SAWCUT

1/8"

JOINT SEAL W/ BACKER ROD, NOTE 1

DEPTH PER MANUFACTURER

RECOMMENDATIONS, 1.5" MIN

NOTES:

1. SEALANT SHALL BE POURABLE SEALANT MEETING ASTM D 5893.

2. JOINT SEAL SHALL BE APPLIED SUBSEQUENT TO FLOOR COATING.

3. SEE SLAB PLANS FOR HANGAR BAY JOINT LOCATIONS.

HANGAR BAY JOINT

1/ 8"

+/-1/16"

1/2"

+/-1/16"

1/2"

1/4" CHAMFER

PREFORMED NON-

EXTRUDING EXPANSION

JOINT MATERIAL

JOINT SEAL W/ BACKER ROD, NOTE 1

DEPTH PER MANUFACTURER

RECOMMENDATIONS, 1.5" MIN

NOTES:

1. SEALANT SHALL BE POURABLE SEALANT MEETING ASTM D 5893.

2. JOINT SEAL SHALL BE APPLIED SUBSEQUENT TO FLOOR COATING.

3. SEE SLAB PLANS FOR HANGAR BAY JOINT LOCATIONS.

HANGAR BAY JOINT

12"

TYP

12"

TYP 8'-0" SLAB

12"

PLANNED

CONTRACTION JOINT

S-500

ADJACENT SLAB

PREFORMED NON-EXTRUDING

EXPANSION JOINT FILLER MATERIAL

NOTE 2

NOTES:

1. REINFORCEMENT AND HEAT

TUBES NOT SHOWN FOR CLARITY.

2. PROVIDE 1"x1'-6" SMOOTH EPOXY

COATED DOWEL AT 12" O.C. AT

SLAB MID-DEPTH. DRILL AND

EPOXY TO (E) SLAB PER GENERAL

NOTES W/6" EMBED. OIL HALF

DOWEL TO PREVENT BOND TO

NEW SLAB.

3. DISCONTINUE REINFORCEMENT

AT JOINT.

#5 @ 12" O.C. E.W.

CENTER REINFORCEMENT

3" FROM SURFACE

PCC PAVEMENT

HEAT TUBING, CENTERED 6" FROM SURFACE

SEE MECHANICAL

INSULATION, NOTE 1

4" AGGREGATE BASE COURSE

12" CLASSIFIED MATERIAL

NOTES:

1. PROVIDE 2" 60 PSI MIN RIGID

INSULATION UNDER HEATED

SLABS.

EXISTING CLASSIFIED FILL

6x6 W1.4xW1.4 WELDED WIRE FABRIC

US ARMY CORPS

OF ENGINEERS

Reference number:

U .S

. A R

M Y

E N

T R

C O

R P

S O

F E

N G

E R

S A

N C

H O

R A

G E

K A

D R

A W

N B

D E

N E

S U

B M

E D

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W E

D B

D A

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O N

T R

A C

T N

D W

G S

C A

C O

N T

R A

C T

O R

S T

A T

R ec om m en de d:

A pp ro ve d:

D at e:

P R

C O

N T

R A

C T

O R

R E

E N

T E

N G

E R

B C D E F G H

T S

C A

:1 x

ALASKA DISTRICT

T, S

0, A

N C

H O

R A

G E, A K

P h:

A K

C O

R A

: 3

(C O

A N

A S

N O

T E

NOT FOR CONSTRUCTION

S-500

D E

T A

F -3

R E

N O

V A

T E

-B

A Y

W E

A T

H E

R S

H E

L T

E R

M C

H U

B D R

K B

-1 -R

-0

DESIGN

COMPLETE

L S

O N

A F

B A

L A

S K

S T

R U

C T

U R

A L

F O

U N

D A

N D

E T

3/4" = 1'-0" A4

SLAB SECTION - DEMO

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

3/4" = 1'-0"

HEATED SLAB SECTION

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

N.T.S.

CONSTRUCTION JOINT DETAIL

N.T.S.

CONTRACTION JOINT DETAIL

N.T.S.

CONSTRUCTION JT SEALANT DETAIL

N.T.S.

CONTRACTION JT SEALANT DETAIL

N.T.S.

EXPANSION JOINT SEALANT DETAIL

N.T.S.

DOWEL BAR LAYOUT DETAIL

N.T.S.

DOWELED EXPANSION JOINT DETAIL

N.T.S.

HEATED PCC APRON/HANGAR SLAB DETAIL

S ym

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D es cr ip ti o n D at e

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49 TH

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EER

MATTHEW C. STIELSTRA

No. SE13651

DEC 08, 2017

E V

D H

E A

T E

D P

C C

B D

E T

E N

E D

B E

D G

T Y

THICKENED

SLAB EDGE,

TYP

CONC SLAB W/ LIGHT BROOM FINISH

APPROX. ANCHOR BOLT LOCATION

ANCHORS SHALL BE 3/4"ø x 6" EMBED (MIN)

ADHESIVE ANCHORS TYP OF (6)

OUTLINE OF

GENERATOR

ENCLOSURE

E R

G E

N E

R A

T O

1' - 6"

1' - 0" 1' - 0"

14' - 1"

FIELD VERIFY GENERATOR SKID DIMENSION

12' - 1"

S K

N S

S-501

TYP

#4 @ 12" O.C. MAX E.W.

24" (MIN) CLASSIFIED FILL (2) #4 CONT @

THICKENED EDGES, TYP

(E) GENERATOR ENCLOSURE

3/4" CHAMFER, TYP

APRON

PROVIDE 90° HOOK AT

EACH END OF EACH BAR,

TYP

1' - 6"3"

US ARMY CORPS

OF ENGINEERS

Reference number:

U .S

. A R

M Y

E N

T R

C O

R P

S O

F E

N G

E R

S A

N C

H O

R A

G E

K A

D R

A W

N B

D E

N E

S U

B M

E D

R E

W E

D B

D A

T E

O N

T R

A C

T N

D W

G S

C A

C O

N T

R A

C T

O R

S T

A T

R ec om m en de d:

A pp ro ve d:

D at e:

P R

C O

N T

R A

C T

O R

R E

E N

T E

N G

E R

B C D E F G H

T S

C A

:1 x

ALASKA DISTRICT

T, S

0, A

N C

H O

R A

G E, A K

P h:

A K

C O

R A

: 3

(C O

A N

A S

N O

T E

NOT FOR CONSTRUCTION

S-501

D E

T A

F -3

R E

N O

V A

T E

-B

A Y

W E

A T

H E

R S

H E

L T

E R

M C

H U

B D R

K B

-1 -R

-0

DESIGN

COMPLETE

L S

O N

A F

B A

L A

S K

S T

R U

C T

U R

A L

F O

U N

D A

N D

E T

3/4" = 1'-0" A5

GENERATOR SLAB PLAN

3/4" = 1'-0" A1

GENERATOR SLAB SECTION

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

S ym

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49 TH

REG IST ER ED P R O F ES S I O NA L ENG IN

EER

MATTHEW C. STIELSTRA

No. SE13651

DEC 08, 2017

E M

E S

V E

R E

N C

H D

DEMO (E) CAST-IN-PLACE

PORTION OF UTILIDOR LID.

UTILIDOR WALLS TO REMAIN.

REPLACE LID PORTION PER

SECTION DETAIL

AFTER INSTALLATION OF

UTILIDOR PIPING.

4' - 5" 10" 5' - 6" 10"

13' - 2"

10"

5/ 8"

S-505

NEW DEMO

DEMO (E) 8-INCH CMU WALL

CLOSURE (BELOW). REPLACE

CLOSURE WALL WITH 8-INCH

CAST-IN-PLACE CONCRETE WALL

PER SECTION DETAIL.

10" VARIES 10"

DEMO (E) CAST-IN-PLACE

CONCRETE LID. WALLS TO REMAIN

DEMO (E) 8-INCH CMU

WALL CLOSURE. PIPE PENETRATIONS

NOT SHOWN FOR CLARITY

10" VARIES 10"

REPLACED UTILIDOR LID

#4 @ 18" O.C. E.W. TOP

#5 @ 4" O.C. BOT

#5 @ 12" O.C.

BOT CONT

#5 DRILLED-IN EPOXY DOWEL

@ 12" O.C. W/ STD HOOK2"

2" C

LR6"

1/ 2"

5" 5"

ROUGHEN SURFACE TO 1/4"

AMPLITUDE, CLEAN & APPLY

BONDING AGENT PRIOR TO

CASTING FRESH CONC.

BENTONITE WATER STOP

(E) CONC UTILIDOR

WALL

(E) CONC UTILIDOR

SLAB FOOTING

TYP

PIPING PER CIVIL.

PROVIDE LINK-SEAL

WITH CENTURY LINE

SLEEVE OR EQUAL

MODULAR SEAL AND

SLEEVE AT EACH PIPE

PENETRATION. BARS

CONFLICTING WITH PIPE

PENETRATIONS SHALL

BE BENT AND

CONTINUOUS AROUND

PIPE PENETRATIONS

PROVIDE NEW 8-INCH CONC.

CLOSURE WALL WITH #5 @

18" O.C. EACH WAY. DRILL &

EPOXY BARS TO (E)

UTILIDOR WITH 6" EMBED.

TOP OF VERT BARS SHALL

BE CAST-IN NEW LID WITH

STANDARD HOOK

(E) CONC. SLAB

ON GRADE

PROVIDE CLASS B

LAP SPLICE

#4 AT 18" O.C. E.W. DRILL &

EPOXY W/ 4" EMBED

E Q

AND REPLACEMENT

EXTENT OF DEMO CLEAN AND APPLY

BONDING AGENT

PRIOR TO CASTING

NEW CONC

(E) FLOOR DECKING

EDGE OF EQUIPMENT

3/4" CHAMFER

24"

(E) CONC FILL

SLAB

#4 DIAA X

AT 12" O.C. EACH EDGE,

2 1/4" MIN. EMBEDMENT

#4 AT 12" O.C.

EACH WAY, TOP

ROUGHEN SURFACE TO

1/4" AMPLITUDE. CLEAN AND

APPLY BONDING AGENT

SEE ELEC/MECH. DWGS

FOR SIZE AND LOCATION

HOUSEKEEPING PAD ON

SLAB ON GRADE

EDGE OF EQUIPMENT

3/4" CHAMFER

(E) CONC SLAB

ON GRADE

#4 DIAA X

AT 12" O.C. EACH EDGE,

2 1/4" MIN. EMBEDMENT

#4 AT 12" O.C.

EACH WAY, TOP

ROUGHEN SURFACE TO

1/4" AMPLITUDE. CLEAN

AND APPLY BONDING

AGENT

SEE ELEC/MECH. DWGS

FOR SIZE AND LOCATION

24"

HOUSEKEEPING PAD ON

MEZZANINE

(E) CONC. SLAB

ON GRADE

PROVIDE CLASS B

LAP SPLICE

#4 AT 18" O.C. E.W.

DRILL & EPOXY W/

4" EMBED

CLEAN AND APPLY

BONDING AGENT

PRIOR TO CASTING

NEW CONC

WALK OFF GRILLE

PER ARCH

E Q

US ARMY CORPS

OF ENGINEERS

Reference number:

U .S

. A R

M Y

E N

T R

C O

R P

S O

F E

N G

E R

S A

N C

H O

R A

G E

K A

D R

A W

N B

D E

N E

S U

B M

E D

R E

W E

D B

D A

T E

O N

T R

A C

T N

D W

G S

C A

C O

N T

R A

C T

O R

S T

A T

R ec om m en de d:

A pp ro ve d:

D at e:

P R

C O

N T

R A

C T

O R

R E

E N

T E

N G

E R

B C D E F G H

T S

C A

:1 x

ALASKA DISTRICT

T, S

0, A

N C

H O

R A

G E, A K

P h:

A K

C O

R A

: 3

(C O

A N

A S

N O

T E

NOT FOR CONSTRUCTION

S-505

D E

T A

F -3

R E

N O

V A

T E

-B

A Y

W E

A T

H E

R S

H E

L T

E R

M C

H U

B D R

K B

-1 -R

-0

DESIGN

COMPLETE

L S

O N

A F

B A

L A

S K

S T

R U

C T

U R

A L

U T

O R

A N

D C

O N

C D

E T

1/4" = 1'-0" A1

UTILIDOR PLAN - DEMO

PLAN NORTH

02 4 8134

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

KEY PLAN

CBA

3/4" = 1'-0" D2

UTILIDOR LID SECTION - DEMO

3/4" = 1'-0"

UTILIDOR LID SECTION

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

012 2

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

N.T.S.

SLAB ON GRADE (NOT AIRFIELD) REPAIR

N.T.S.

TYPICAL HOUSEKEEPING PADS

N.T.S.

SLAB ON GRADE REPAIR @ WALK OFF GRILLE

S ym

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49 TH

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EER

MATTHEW C. STIELSTRA

No. SE13651

DEC 08, 2017

R C

U R

E W

FA5004-15-R-C003

EIELSON AFB, ALASKA

ATTACHMENT JA-5

DRAWINGS

dmckenzie Snapshot

ATTACHMENT JA-5

DRAWINGS

ATTACHMENT JA-5

DRAWINGS

ATTACHMENT JA-5

DRAWINGS

ATTACHMENT JA-5

DRAWINGS

ATTACHMENT JA-5

DRAWINGS

ATTACHMENT JA-5

DRAWINGS

ATTACHMENT JA-5

DRAWINGS

ATTACHMENT JA-5

DRAWINGS

ATTACHMENT JA-5

DRAWINGS

ATTACHMENT JA-5

DRAWINGS

ATTACHMENT JA-5

DRAWINGS

ATTACHMENT JA-5

DRAWINGS

ATTACHMENT JA-5

DRAWINGS

ATTACHMENT JA-5

DRAWINGS

ATTACHMENT JA-5

DRAWINGS

ATTACHMENT JA-5

DRAWINGS

ATTACHMENT JA-5

DRAWINGS

dmckenzie Snapshot dmckenzie Callout Removed the existing standoff flashings and center the doors in the openings. New, custom made standoff flashings will be required to ensure a weather tight seal TYP.

dmckenzie Arrow dmckenzie Cloud dmckenzie Callout Modify Drain Pipe by removing combo fitting and installing regular 90 degree fitting to gain clearance above the counterweight dmckenzie Callout Modify Drain Pipe by removing combo fitting and installing regular 90 degree fitting to gain clearance above the counterweight dmckenzie Arrow dmckenzie Arrow dmckenzie Cloud

Cloud

ATTACHMENT JA-5

DRAWINGS

ATTACHMENT JA-5

DRAWINGS

ATTACHMENT JA-5

DRAWINGS

ATTACHMENT JA-5

DRAWINGS

ATTACHMENT JA-5

DRAWINGS

ATTACHMENT JA-5

DRAWINGS

dmckenzie Snapshot dmckenzie Line dmckenzie Callout Cut holes thru the existing sheetrock walls between Bay’s 9/10 and Bay’s 11/12 and weld TS 5” extending the horizontal run of the TS Truss to weld them together creating the diaphragm. We would need to procure more TS, cut, patch and fire caulk the sheetrock walls.

Cloud

ATTACHMENT JA-5

DRAWINGS

ATTACHMENT JA-5

DRAWINGS

AM#2 F-35 RENOVATE 4-BAY WEATHER SHELTER (B1335) EIE394

SECTION TABLE OF CONTENTS

DIVISION 02 - EXISTING CONDITIONS

SECTION 02 82 14.00 10

AM#2... HAZARDOUS MATERIALS ABATEMENT ...AM#2

PART 1 AM#2...GENERAL

1.1 REFERENCES

1.1.1 Planning and Execution of Work

1.2 SUBMITTALS

1.3 SUMMARY

1.3.1 Scope of Work

1.4 QUALIFICATIONS

1.4.1 Supervisors and Workers

1.4.2 Designated Industrial Hygienist

1.4.3 Independent Testing Laboratory

1.4.4 Citations on Previous Projects

1.5 HAZARDOUS MATERIALS WORK PLAN

1.6 MEDICAL REQUIREMENTS

1.7 TRAINING

1.8 RESPIRATORY PROTECTION PROGRAM

1.8.1 Respiratory Fit Testing

1.8.2 Respirator Selection and Use Requirements

1.9 HAZARD COMMUNICATION PROGRAM

1.10 LICENSES, PERMITS, AND NOTIFICATIONS

1.11 PERSONAL PROTECTIVE EQUIPMENT

1.12 HYGIENE FACILITIES AND PRACTICES

1.13 REGULATED AREAS

1.14 SIGNS AND LABELS

1.15 LOCAL EXHAUST VENTILATION

1.16 TOOLS

1.17 AIR MONITORING EQUIPMENT

1.18 EXPENDABLE SUPPLIES

1.19 CONFINED SPACE COMPLIANCE PROGRAM

PART 2 PRODUCTS

2.1 ENCAPSULANTS

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 ASBESTOS ABATEMENT

3.3 LEAD BASED PAINT REMOVAL

3.4 CRITICAL BARRIERS

3.5 METHODS OF COMPLIANCE

3.6 FINAL CLEANING AND INSPECTION

3.7 LOCKDOWN

3.8 EXPOSURE ASSESSMENT AND AIR MONITORING

3.8.1 General Requirements

3.8.2 Environmental Air Monitoring During Abatement

Section 02 82 14.00 10 Page 1

3.8.3 Final Clearance Air Monitoring

3.8.3.1 Final Clearance Requirements, NIOSH PCM Method

3.8.3.2 Air Clearance Failure

3.8.4 Air-Monitoring Results and Documentation

3.9 CLEARANCE CERTIFICATION

3.10 CLEANUP AND DISPOSAL

-- End of Section Table of Contents --

Section 02 82 14.00 10 Page 2

SECTION 02 82 14.00 10

AM#2... HAZARDOUS MATERIALS ABATEMENT ...AM#2

PART 1 AM#2...GENERAL

1.1 REFERENCES

The planning and execution of work by the Contractor shall comply with the current edition of the following guides, standards, and codes. In the case of discrepancies between the following guides, standards, and codes, and the RFP Design Requirements, the more stringent shall apply. The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

1.1.1 Planning and Execution of Work

The planning and execution of work by the Contractor shall comply with the current, or as noted, editions of the following guides, standards, and codes. In the case of discrepancies between the following guides, standards, and codes, and the RFP Design Requirements, the more stringent shall apply.

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI Z9.2 Fundamentals Governing the Design and Operation of Local Exhaust Systems

ANSI Z87.1 Occupational and Educational Eye and Face Protection

ANSI Z88.2 Respiratory Protection

ASTM INTERNATIONAL (ASTM)

ASTM E 119 Fire Tests of Building Construction and Materials

ASTM D 1331 Surface and Interfacial Tension of Solutions of Surface-Active Agents

ASTM E 1368 Visual Inspection of Asbestos Abatement Projects

ASTM E 1553 Practice for Collection of Airborne Particulate Lead During Abatement and Construction Activities

ASTM E 1613 Standard Method for Determination of Lead by Inductively Coupled Plasma Atomic Emission Spectrometry (ICP-AES), Flame Atomic Absorption Spectrometry (FAAS), or Graphite Furnace Atomic Absorption Spectrometry (GFAAS) Techniques

Section 02 82 14.00 10 Page 3

ASTM E 1644 Practice for Hot Plate Digestion of Dust Wipe Samples for the Determination of Lead

ASTM E 1726 Sample Digestion of Soils for the Determination of Lead by Atomic Spectrometry

ASTM E 1727 Field Collection of Soil Samples for Lead Determination by Atomic Spectrometry Techniques

ASTM E 1728 Field Collection of Settled Dust Samples Using Wipe Sampling Methods for Lead Determination by Atomic Spectrometry Techniques

ASTM E 1729 Field Collection of Dried Paint Samples for Lead Determination by Atomic Spectrometry Techniques

ASTM E 1741 Preparation of Airborne Particulate Lead Samples Collected during Abatement and Construction Activities for Subsequent Analysis by Atomic Spectrometry

ASTM E 1792 Wipe Sampling Materials for Lead in Surface Dust

ASTM D 4397 Polyethylene Sheeting for Construction, Industrial, and Agricultural Applications

COMPRESSED GAS ASSOCIATION (CGA)

CGA G-7 Compressed Air for Human Respiration

CGA G-7.1 Commodity Specification for Air

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 701 Methods of Fire Tests for Flame-Resistant Textiles and Films

NATIONAL INSTITUTE FOR OCCUPATIONAL SAFETY AND HEALTH (NIOSH)

NIOSH Pub No. 84-100 NIOSH Manual of Analytical Methods

STATE OF ALASKA ADMINISTRATIVE CODE (AAC)

8 AAC 61 Occupational, Health and Environmental Control, Toxic and Hazardous Substances

18 AAC 60 Environmental Conservation - Solid Waste Management

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

EPA 340/1-90-018 Asbestos/NESHAP Regulated Asbestos Containing Materials Guidance

Section 02 82 14.00 10 Page 4

EPA 340/1-90-019 Asbestos/NESHAP Adequately Wet Guidance

EPA 560/5-85-024 Guidance for Controlling Asbestos-Containing Materials in Buildings

Ref Id Ref Title

UNDERWRITERS LABORATORIES (UL)

UL 586 High-Efficiency, Particulate, Air Filter Units

UNIFIED FACILITIES GUIDE SPECIFICATION (UFGS)

Section 02 82 14.00 10 Asbestos Hazard Control Activities

Section 02 83 13.00 20 Lead in Construction

U S AIR FORCE, EIELSON AIR FORCE BASE

HMWMP Hazardous Waste/Hazardous Material

Management Plan

FW 32-7005 Hazardous Materials Management

WDBPWS EIELSON AFB PLAN Waste Disposal/Borrow Pit Worksheet

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

EP 1110-1-11 (1997; Change 1) Asbestos Abatement Guideline Detail Sheets

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

29 CFR 1910.134 Respiratory Protection

29 CFR 1910.141 Sanitation

29 CFR 1910.147 Control of Hazardous Energy (Lock Out/Tag Out)

29 CFR 1926.1101 Asbestos

29 CFR 1926.32 Safety and Health Regulations for Construction - Definition

40 CFR 61 National Emission Standards for Hazardous Air Pollutants

40 CFR 763 Asbestos

42 CFR 84 Approval of Respiratory Protective Devices

49 CFR 107 Hazardous Materials Program Procedures

Section 02 82 14.00 10 Page 5

49 CFR 171 General Information, Regulations, and Definitions

49 CFR 172 Hazardous Materials Table, Special Provisions, Hazardous Materials Communications, Emergency Response Information, and Training Requirements

49 CFR 173 Shippers - General Requirements for Shipments and Packagings

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Hazardous Materials Abatement Plan; G

SD-02 Shop Drawings

Design Drawings; G

SD-03 Product Data

Asbestos Waste Shipment Records Weight Bills and Delivery Tickets

SD-05 Design Data

Design Analysis; G

Specifications; G

1.3 SUMMARY

1.3.1 Scope of Work

The Contractor shall assume that are known hazardous materials at this project site. For hazardous materials that are encountered during the construction of this project, the Contractor shall immediately contact the Contracing Officer and the requirements stated in this specification shall apply. Although asbestos was not identified during the survey, other hazardous building materials were identified including mercury, refrigerants, glycols, AFFF, and potentially PCBs and lead paint (see Technical Memorandum of Asbestos Hazard Materials Survey included as an attachment to 01 57 20.01 29)

1.4 QUALIFICATIONS

1.4.1 Supervisors and Workers

The Contractor shall use only properly qualified and trained supervisors

Section 02 82 14.00…

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