A.07.24_W912DW18R0004_Amendment_0006.pdf

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

Request for Proposal (RFP) No. W912DW18R0004, Missile Maintenance Dispatch Facility Amendment No. 0006

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY 16-Jul-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 W912DW18R0004

X 9B. DATED (SEE ITEM 11)

01-Jun-2018

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-Jul-2018

CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DW18R0004

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT NO. 0006

1. This Amendment No. 0006 provides for the following:

a. Revisions to technical drawings.

b. Updated SF1442 to reflect the extension of the proposal due date from 2:00:00 PM LOCAL TIME (Pacific Standard Time), 17 July 2018 to 2:00:00 PM LOCAL TIME (Pacific Standard Time), 18 July 2018.

2. The proposal submittal time and date have been extended to 2:00:00 PM LOCAL TIME (Pacific Standard Time), 18 July 2018.

3. The attached revised technical drawings are to be replaced in their entirety. Specifications changes are generally identified, for convenience, either by strikeout deletions, and double underlining of text for additions or a single dark line in the margin. All portions of the revised sections shall apply whether or not changes have been indicated.

4. NOTICE TO OFFERORS: Offerors must acknowledge receipt of all amendments including this amendment by number and date on SF1442.

5. All other terms and conditions remain unchanged.

Encl:

Technical drawings (revised)

SF1442

SECTION 00 01 10 - TABLE OF CONTENTS

The below Table of Contents has been added

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Attachment 1 MMDF_Elec_Sheets 3 16-JUL-2018 Attachment 2 MMDF_Civil_Sheets 2 16-JUL-2018 Attachment 3 MMDF_Arch_Sheets 3 16-JUL-2018

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 17-Jul-2018 02:00 PM to 18-Jul-2018 02:00 PM.

(End of Summary of Changes)

L. J. DAVIS

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Notes:

Total Est. Demand Current: 7 A

Total Conn. Current: 7 A

Total Est. Demand: 2700 VA

Total Conn. Load: 2700 VA

Receptacle 2700 VA 100.00% 2700 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

Total Amps: 11 A 6 A 6 A

Total Load: 1260 VA 720 VA 720 VA

29 SPARE 20 A 1 0 VA 0 VA -- -- SPACE 30

27 SPARE 20 A 1 0 VA 0 VA -- -- SPACE 28

25 SPARE 20 A 1 0 VA 0 VA -- -- SPACE 26

23 SPARE 20 A 1 0 VA 0 VA -- -- SPACE 24

21 SPARE 20 A 1 0 VA 0 VA -- -- SPACE 22

19 SPARE 20 A 1 0 VA 0 VA -- -- SPACE 20

17 SPARE 20 A 1 0 VA 0 VA -- -- SPACE 18

15 SPARE 20 A 1 0 VA 0 VA -- -- SPACE 16

13 SPARE 20 A 1 0 VA 0 VA -- -- SPACE 14

11 SPARE 20 A 1 0 VA 0 VA -- -- SPACE 12

9 SPARE 20 A 1 0 VA 0 VA -- -- SPACE 10

7 RECEPTACLE CER 115 20 A 1 360 VA 180 VA 1 20 A RECEPTACLE CER 115 8

5 RECEPTACLE CER 115 20 A 1 360 VA 360 VA 1 20 A RECEPTACLE CER 115 6

3 RECEPTACLE CER 115 20 A 1 360 VA 360 VA 1 20 A RECEPTACLE CER 115 4

1 RECEPTACLE CER 115 20 A 1 360 VA 360 VA 1 20 A RECEPTACLE CER 115 2

CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT

Notes:

Enclosure: Type 1 MCB Rating: 100 A

Mounting: Surface Wires: 4 Mains Rating: 100 A

Supply From: T1-CER Phases: 3 Mains Type: MCB

Location: CER 115 Volts: 120/208 Wye A.I.C. Rating: 10k

Branch Panel: L1-CER

Notes:

Total Est. Demand Current: 17 A

Total Conn. Current: 17 A

Total Est. Demand: 4000 VA

Total Conn. Load: 4000 VA

Receptacle 4000 VA 100.00% 4000 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

Total Amps: 21 A 13 A

Total Load: 2500 VA 1500 VA

29 30

27 28

25 26

23 24

21 22

19 20

17 18

15 16

13 14

11 12

9 PREACTION PANEL FIRE PUMP 122 20 A 1 500 VA 10

7 PREACTION PANEL FIRE PUMP 122 20 A 1 500 VA 8

5 PREACTION PANEL FIRE PUMP 122 20 A 1 500 VA 500 VA 1 20 A PREACTION PANEL MMT SUPERVISOR 126 6

3 FAT 20 A 1 500 VA 500 VA 1 20 A RPS 4

1 FACP 20 A 1 500 VA 500 VA 1 20 A MNCP 2

CKT Circuit Description Trip Poles A B Poles Trip Circuit Description CKT

Notes:

Enclosure: Type 1 MCB Rating: 60 A

Mounting: Surface Wires: 3 Mains Rating: 100 A

Supply From: TFA Phases: 1 Mains Type: MCB

Location: ELECTRICAL 116 Volts: 120/240 Single A.I.C. Rating: 10k

Branch Panel: LFA

LUMINAIRE SCHEDULE

TYPE DESCRIPTION LUMEN OUTPUT LAMP MOUNTING VOLT WATT COMMENTS Count

A 2 X 4 LENSED TROFFER, MINIMUM 85 CRI, WHITE FINISH, 0-10V DIMMING

DRIVER

4692 LED 277 V 39 W 69

AE SAME AS A, WITH BATTERY BACKUP 4692 LED RECESSED 277 V 39 W 19

B 2 X 4 LENSED TROFFER, MINIMUM 85 CRI, WHITE FINISH, 0-10V DIMMING

DRIVER.

3097 LED RECESSED 277 V 25 W 12

BE SAME AS B, WITH BATTERY BACKUP 3097 LED RECESSED 277 V 25 W 9

C 4' LINEAR BAY FIXTURE, BAKED ENAMEL WHITE FINISH, MINIMUM 85 CRI, 0-10V

DIMMING DRIVER.

7836 LED SURFACE/

PENDANT

277 V 66 W MTD 21'-9" AFF UON. 159

C1 LED LOWBAY, WIDE DISTRIBUTION, GLASS REFRACTOR AND REFLECTOR,

QUICK DISCONNECT, WHITE FINISH.

4557 LED SURFACE/

PENDANT

277 V 39 W SEE LIGHTING PLANS FOR MOUNTING HEIGHTS. 9

C1E SAME AS C1, WITH BATTERY BACKUP 4557 LED SURFACE/

PENDANT

277 V 39 W SEE LIGHTING PLANS FOR MOUNTING HEIGHTS. 3

CE SAME AS C, WITH BATTERY BACKUP 7836 LED SURFACE/

PENDANT

277 V 66 W MTD 21'-9" AFF UON. 31

D 6" RECESSED DOWNLIGHT, WHITE FINISH, MINIMUM 80 CRI, 0-10V DIMMING

DRIVER.

1104 LED RECESSED 277 V 12 W WET LOCATION LISTED IN SHOWER AREAS 17

DE SAME AS D, WITH BATTERY BACKUP 1104 LED RECESSED 277 V 12 W WET LOCATION LISTED IN SHOWER AREAS 8

F 4' STRIPLIGHT FIXTURE, WHITE FINISH, WHITE REFLECTOR MINIMUM 80 CRI,

0-10V DIMMING DRIVER.

5140 LED SURFACE 277 V 39 W MTD 10'-0" AFF UON. 6

FE SAME AS F, WITH A BATTERY BACKUP 5140 LED SURFACE 277 V 39 W MTD 10'-0" AFF UON. 5

G 22'-6" LINEAR STRIP, WHITE FINISH, MINIMUM 82 CRI, 0-10 DIMMING DRIVER. 7796 LED RECESSED 277 V 163 W PROVIDE DRYWALL FLANGE FOR HARD CEILING. 1

G1 9'-10" LINEAR STRIP, WHITE FINISH, MINIMUM 82 CRI, 0-10 DIMMING DRIVER. 3402 LED RECESSED 277 V 71 W PROVIDE DRYWALL FLANGE FOR HARD CEILING. 1

G2 8' LINEAR STRIP, WHITE FINISH, MINIMUM 82 CRI, 0-10 DIMMING DRIVER. 2772 LED RECESSED 277 V 58 W PROVIDE DRYWALL FLANGE FOR HARD CEILING. 2

H EXTERIOR WALL PACK, BRONZE FINISH, MINIMUM 80 CRI. 6129 LED WALL 277 V 58 W PROVIDE FIXTURE WITH FULL CUTOFF. MTD

18'-0" AFF UON.

J EXTERIOR WALL PACK, BRONZE FINISH, MINIMUM 80 CRI. 1912 LED WALL 277 V 27 W PROVIDE FIXTURE WITH FULL CUTOFF. MTD

10'-6" AFF UON.

JE SAME AS J, WITH BATTERY BACKUP 1912 LED WALL 277 V 27 W PROVIDE FIXTURE WITH FULL CUTOFF. MTD

10'-6" AFF UON.

K 2 X 4 LENSED TROFFER, MINIMUM 85 CRI, WHITE FINISH, 0-10V DIMMING

DRIVER.

3126 LED RECESSED 277 V 23 W PROVIDE DRYWALL FLANGE FOR HARD CEILING. 4

LE 8" CYLINDER DOWNLIGHT, BRONZE FINISH, MINIMUM 80 CRI, 0-10V DIMMING

DRIVER. WITH BATTERY BACKUP

2400 LED PENDANT 277 V 33 W PROVIDE SLOPED/ANGLED CEILING ADAPTER

FOR SURFACE MOUNTING FIXTURE.

SA 30' LIGHT POLE, 4 LUMINAIRE, BRONZE FINISH, BUTTON TYPE

PHOTOCONTROL, TYPE 5 DISTRIBUTION

24559 PER

LUMINAIRE

LED POLE

MOUNTED

208 V 900 W PROVIDE FIXTURE WITH FULL CUTOFF 2

SB 30' LIGHT POLE, 1 LUMINAIRE, BRONZE FINISH, BUTTON TYPE

PHOTOCONTROL, TYPE 5 DISTRIBUTION

22842 LED POLE

MOUNTED

208 V 225 W PROVIDE FIXTURE WITH FULL CUTOFF 2

SJ 30' LIGHT POLE, 1 LUMINAIRE, BRONZE FINISH, BUTTON TYPE

PHOTOCONTROL, TYPE 2 DISTRIBUTION

11807 LED POLE

MOUNTED

208 V 104 W PROVIDE FIXTURE WITH FULL CUTOFF 3

X LED 26

Notes:

Total Est. Demand Current: 12 A

Total Conn. Current: 9 A

Total Est. Demand: 9663 VA

Total Conn. Load: 7730 VA

Lighting 7730 VA 125.00% 9663 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

Total Amps: 9 A 7 A 12 A

Total Load: 2512 VA 2045 VA 3174 VA

29 SPARE 20 A 1 0 VA 0 VA -- -- SPACE 30

27 SPARE 20 A 1 0 VA 0 VA -- -- SPACE 28

25 SPARE 20 A 1 0 VA 0 VA -- -- SPACE 26

23 SPARE 20 A 1 0 VA 0 VA -- -- SPACE 24

21 SPARE 20 A 1 0 VA 0 VA -- -- SPACE 22

19 SPARE 20 A 1 0 VA 0 VA -- -- SPACE 20

17 SPARE 20 A 1 0 VA 0 VA -- -- SPACE 18

15 SPARE 20 A 1 0 VA 0 VA -- -- SPACE 16

13 SPARE 20 A 1 0 VA 0 VA -- -- SPACE 14

11 SPARE 20 A 1 0 VA 0 VA -- -- SPACE 12

9 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 10

7 LIGHTING AREA C 20 A 1 131 VA 0 VA 1 20 A SPARE 8

5 LIGHTING AREA C 20 A 1 1587 VA 1587 VA 1 20 A LIGHTING AREA C 6

3 LIGHTING AREA C 20 A 1 468 VA 1577 VA 1 20 A LIGHTING AREA B 4

1 LIGHTING AREA C 20 A 1 263 VA 2117 VA 1 20 A LIGHTING AREA B 2

CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT

Notes:

Enclosure: Type 1 MCB Rating:

Mounting: Surface Wires: 4 Mains Rating: 100 A

Supply From: HC Phases: 3 Mains Type: MLO

Location: Space 192 Volts: 480/277 Wye A.I.C. Rating: 14k

Branch Panel: HC1

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A B C D E F G H J K L M N

TMGBMGB

TYPICAL

E.8E.6

TYPICAL

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GROUND BAR

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GROUND BAR

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OVERALL GROUNDING PLAN - FLOOR

KEYNOTES

060 STATIC GROUND RECEPTACLE. REFERENCE DETAIL

B2/E-501.

062 GROUND ROD WITH TEST WELL. REFERENCE DETAIL

A4/E-501.

063 EXTEND #4 BARE GROUND CONDUCTOR FROM BUILDING

COLUMN TO FLOOR GROUNDING RECEPTACLES.

GENERAL NOTES - GROUNDING PLAN

A REFER TO DETAIL D1/ E-501 FOR GROUNDING ELECTRODE

SYSTEM DIAGRAM.

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MATCHLINE

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a a a a a a a b b b b b a a a a b b b b a a a a b b b b a a a a a b b b b b b b a b HC1-6

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C C C C C C C d

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C b

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SCALE 1/8" = 1'-0"

A1

PARTIAL LIGHTING PLAN - AREA C

GENERAL NOTES-PARTIAL LIGHTING PLANS

A CONTROL ALL EXTERIOR LIGHT FIXTURES VIA

PHOTOCELL/TIME CLOCK. REFERENCE A1/E-506.

B EXTEND UNSWITCHED PHASE CONDUCTOR FROM LOCAL

LIGHTING CIRCUIT TO EXIT SIGNS AND DESIGNATED

EMERGENCY LIGHT FIXTURES

C ALL LIGHTING CIRCUITS ARE 2#10, 1#10G IN 3/4" CONDUIT

UNLESS NOTED OTHERWISE.

SCALE 1/8" = 1'-0"

D1

MECHANICAL PLATFORM - LIGHTING

KEYNOTES

066 REFER TO C3/E-506 FOR ZONE CONTROLS DIAGRAM.

099 WALL MOUNT LIGHTING ROOM CONTROLLER AT 10' AFF.

113 PROVIDE 3-WAY SWITCH FOR MECHANICAL PLATFORM

LIGHTING.

114 MECHNICAL PLATFORM LIGHTING CONTROL IS LOCATED

ON LEVEL 1. REFERENCE D1/EL124 AND KEYNOTE #113.

121 MOUNT FIXTURE AT 10' ABOVE MECHANICAL PLATFORM

FLOOR. COORDINATE LOCATION OF FIXTURES WITH

MECHANICAL EQUIPMENT PRIOR TO INSTALLATION. (TYP.)

129 MOUNT FIXTURES IN ENCLOSED DASHED LINE AT 15'-0"

AFF.

130 MOUNT FIXTURES IN ENCLOSED DASHED LINE AT 10'-6"

AFF.

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

A

M E

N D

M E

N T

N O

/1 /2

STORM DRAIN MH

RIM=3472.40'

INV IN(SW)=3468.44'

INV IN(SW)=3460.37'

INV IN(NW)=3468.03'

INV OUT (NW)=3460.34'

STORM DRAIN INLET

RIM=3472.10'

INV OUT(SE)=3466.29'

STORM DRAIN MH

RIM=3472.34'

INV IN(SW)=3668.10'

INV IN(SW)=3461.41'

INV IN(NE)=3468.00'

INV OUT (NE)=3461.35'

STORM DRAIN MH

RIM=3472.14'

UNABLE TO OPEN

STORM DRAIN MH

RIM=3471.94'

INV IN(NE)=3458.62'

INV IN(NW)=3459.49'

INV IN(SE)=3458.74'

INV IN(SE)=3468.04'

INV OUT(NWW)=3458.72'

STORM DRAIN MH

RIM=3472.00'

INV IN(NE)=3460.85'

INV IN(N)=3469.02'

INV IN(NW)=3469.00'

INV IN(SW)=3460.67'

INV OUT(SE)=3460.42'

STORM DRAIN INLET

RIM=3472.72'

INV OUT(SE)=3469.63'

STORM DRAIN INLET

RIM=3471.98'

INV OUT(SW)=3462.27'

UNKNOWN MH

RIM=3472.79'

INV=3460.69'

STORM DRAIN INLET

RIM=3471.86'

INV IN(SW)=3460.86'

INV OUT(NE)=3460.76'

STORM DRAIN INLET

RIM=3471.90'

INV IN(SE)=3465.48'

INV IN(NW)=3468.20'

INV OUT(NE)=3461.23'

STORM DRAIN INLET

RIM=3472.84'

INV OUT(SE)=3469.69'

SANITARY MH

RIM=3473.41'

INV IN(NW)=3458.81'

INV OUT(SE)=3458.76'

SANITARY MH

RIM=3472.39'

INV IN(NE)=3462.07'

INV OUT(NW)=3461.61'

SANITARY MH

RIM=3472.32'

INV IN(SE)=3463.55'

INV OUT(SW)=3463.35'

UNKNOWN MH'S

LOCKED

UNKNOWN MH

STANDING

WATER

SANITARY MH

RIM=3471.70'

INV IN(SE)=3461.75'

INV IN(SW)=3461.06'

INV OUT(NE)=3461.05'

SANITARY MH

RIM=3470.12'

INV IN(SW)=3462.42'

INV OUT(NE)=3459.15'

STORM DRAIN INLET

RIM=3469.73'

INV IN(NE)=3466.98'

INV IN(NE)=3456.68'

INV IN(SW)=3467.05'

INV OUT(SW)=3456.58'

STORM DRAIN INLET

RIM=3469.50'

INV IN(SE)=3456.15'

INV IN(SW)=3465.79'

INV IN(SW)=3456.17'

INV IN(NW)=3468.56'

INV OUT(NW)=3456.12'

STORM DRAIN INLET

RIM=3471.84'

INV(NE)=3467.26'

(PIPES NOT VISIBLE)

STORM DRAIN MH

RIM=3469.69'

INV IN(SW)=3467.24'

INV IN(SW)=3457.21'

INV IN(NE)=3467.14'

INV IN(NE)=3457.17'

INV OUT(SE)=3457.09'

STORM DRAIN INLET

RIM=3471.32'

INV IN(NE)=3468.41

INV OUT(SE)=3461.87'

STORM DRAIN INLET

RIM=3470.81'

INV IN(SW)=3467.84'

INV IN(NW)=3461.86'

INV IN(NE)=3458.29'

INV IN(NE)=3468.26'

INV IN(SW)=3468.26'

INV OUT(S)=3458.13'

STORM DRAIN INLET

RIM=3472.02'

INV IN(NW)=3466.32'

INV OUT(SE)=3466.25'

STORM DRAIN INLET

RIM=3469.80'

INV IN(NE)=3467.33'

INV OUT(SW)=3467.25'

STORM DRAIN MH

RIM=3471.32'

INV IN(NW)=3464.17'

INV OUT (SE)=3462.82'

" S

E R

V

IC

E L

IN

E

SANITARY MH

RIM=3472.96'

INV IN(SE)=3459.16'

INV OUT(NE)=3459.11'

STORM DRAIN INLET

RIM=3467.48'

INV OUT(SE)=3465.56'

SANITARY MH

RIM=3472.04'

INV IN(SE)=3459.69'

INV OUT(NW)=3459.62'

CONCRETE

STRUCTURE

8" CMP

15" RCP

P V

C

IR

O

N

P V

C 2"

P V C

8"

PVC

8" CMP

P V

C

15" R

CP

R C

P

P V

C

18" PVC

8" PVC

8" CMP

21" RCP

8" CMP

21" RCP

6" PVC 8" STEEL

" P

V C

P V

C

P V

C

" R

C P

" P

V C

" R

C P

18" PVC

8" PVC

X

S D

X

S D

X

SDX

SDX

S D

X

S D

X

S D

X

S D

X

S D

X S

D X

S D

X S

D X

S D

X

EUX

EUX

EUX

EU

X

EUX EUX

EUX

EUX

S S

X S

S X

S S

X

S S

X S

S X

S S

X S

S X

S S

X S

S X

S S

X S

S X

S S

X

SSX SSX SSX SSX SSX SSX SSX

S S

X

S S

X SSX

S D

X

S D

X

SDX SDX

SDX

S D

X

X

X X

X X

X X

X X

X

X X

X

X X X X

CUXCUXCUXCUX

CUXCUX

C U

X C

U X

C U

X

CUX

CUX

CUX CUX CUX

SDX

SDX

SDX

SDX

SDX

SDX

S D

X

S D

X S

D X

S D

X

SDX

WX WX W

W X

W X

W X

W X

W X

W X

W X

W X

WX

WX WX WX

W X

W X

WX

E X

E X E X E X E X E X E X E X E X E X E X E X

E U X

E U X

EUX

E U X

CUX CUX CUX CUX CUX

C U

X

G X

G X

G X

G X

G X

G X

G X

G X

G X

G X

G X

G X

CUX

CUX CUX CU

X

CUX CUX CUX

CUX

CUX

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 X X X

W X

W X

W X

W X

WX

WX

WX

WX WX WX WX WX WX WX WX WX WX WX WX W

SDX SDX

XX

X

CUX

CUX

CUX

CUX

CUX

CUX

X

S

S

S

S

S

S

S S

MW

D D D

D

D

D

D

S D

X S

D X

S D

X S

D X

S D

X

SSX

SSX

SSX

SSX

SSX

SSX

SD

X

SD

X

SD

X

SDX

SDX

SDX

SDX

W

J

J

JJ

J

J

CB

CB

CB

CBCB

CB

CB

CB

CB

CB

CB

CB

CB

CB

C

C C

E

S T

E A

M W

L I N

S

ID

E

'X ' T

U N

N E

L P

O W

E R

I N

S

ID

E

'X ' T

U N

N E

L E

U X

B1439

B1448

12" WATER

2" GAS

W X

W X

W X

W X

W X

W X

W X

W X

W A

T E

R M

A

IN

S S

X S

S X

P V

C

EX LIQUID FUEL LINE EX LIQUID FUEL LINE EX LIQUID FUEL LINE

EX LIQUID FUEL LINEEX LIQUID FUEL LINE EX LIQUID FUEL LINE

ABANDONED GAS LINE

SSX

S S

X

SDX

S D

X S

D X

S D

X

" P

V C

" R

C P

H T

H W

H T

H W

H T

H W

H T

H W

H T

H W

H T

H W

H T

H W

H T

H W

H T

H W

H T

H W

H T

H W

H T

H W

H T

H W

H T

H W

H T

H W

H T

H W

H T

H W

HTHWHTHWHTHW

HTHW

HTHW

HTHW

HTHW

H T

H W

H T

H W

8" PVC

N: 1192815.58 E: 1550423.34

N: 1192810.23 E: 1550366.92

N: 1192798.54 E: 1550441.27

N: 1192775.04 E: 1550466.73

N: 1193134.78 E: 1550676.24

N: 1193132.17 E: 1550691.14

N: 1193077.31 E: 1550753.34

N: 1192894.36 E: 1550865.34

N: 1192606.77 E: 1550598.78

N: 1192986.29 E: 1550481.78

N: 1192993.01 E: 1550494.88

N: 1192700.52 E: 1550501.41

N: 1192711.37 E: 1550511.77

N: 1192618.05 E: 1550609.45

N: 1192594.40 E: 1550633.74

N: 1192865.96 E: 1550895.19

N: 1192763.17 E: 1550457.50

N: 1193002.48 E: 1550743.60

N: 1192644.24 E: 1550681.73

N: 1192634.18 E: 1550711.52

N: 1192639.76 E: 1550716.81

N: 1192659.35 E: 1550696.28

N: 1193023.86 E: 1550763.87

N: 1193033.17 E: 1550754.05

N: 1193008.86 E: 1550749.52

N: 1192692.08 E: 1550506.58

N: 1192813.25 E: 1550387.33

N: 1192819.03 E: 1550372.94

N: 1192923.22 E: 1550839.44

N: 1192920.87 E: 1550837.20

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C K

D B

Y

US Army Corps of Engineers ®

D

C

B

A

F

IL

E N

U M

B E

R

P L

O T

S C

A L

E :P

L O

T D

A T

E

TRUE

NORTH

Ja co bs E ng in ee rin g G ro up

In c.

T ex as R eg is te re d E ng in ee rin g F irm F

-2

M ai n

S tr ee t

F or t W or th , T

X

JE

P ro j.

N o.

F D

Z D

A N

S I

D

A S

S H

O W

N

W

D W

R

P R

O

JE

C T

N U

M B

E R

N

Z A

S

M A

L M

S T

R O

M A

IR

F

O R

C E

B A

S E

M

O N

T A

N A

F Y

M

IS

S

L E

M A

IN

T

E N

A N

C E

D

IS

P A

T C

H F

A C

IL

IT

Y S

E A

T T

L E

D

IS

T R

IC

T

S E

A T

T L E

W

A S

H

IN

G T

O N

Seattle District

M A

R

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

SHEET OF 305

N Z

A S

C D

/1

/2

:1

:5

P

M

A .F

E A

L Y

R .K

IM

K

K E

N N

E D

Y

J

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E R

S O

N s /2

-1

-0

JAMES D. EMERSON

62773

CD100

D E

M O

L

IT

IO

N

P L

A N

GENERAL NOTES

A UNDERGROUND UTILITY LOCATIONS ARE BASED UPON

PHYSICAL AND GEOPHYSICAL SURVEY DATA. ACTUAL

LOCATIONS SHOULD BE VERIFIED WITH THE APPROPRIATE

UTILITY COMPANY AND/OR CONTRACTING OFFICER PRIOR TO

DEMOLITION.

KEYNOTES

LEGEND

101 EXISTING ASPHALT TO BE REMOVED

102 EXISTING CONCRETE TO BE REMOVED

103 EXISTING STORM DRAIN LINE TO BE REMOVED

EXISTING SANITARY SEWER LINE TO BE REMOVED

106 EXISTING FENCE TO BE REMOVED

EXISTING PARKING STRIPING TO BE REMOVED

EXISTING LIGHT POSTS TO BE REMOVED

EXISTING STORM DRAIN MANHOLE TO BE REMOVED

REMOVE ASPHALT PAVEMENT

REMOVE CONCRETE PAVEMENT

EXISTING UNDERGROUND ELECTRICAL LINE TO BE REMOVED

EXISTING SIGN TO BE REMOVED

EXISTING DUMPSTER ENCLOSURE TO BE REMOVED

EXISTING STORM INLET TO BE REMOVED

112 112

REMOVE LIGHT POST

REMOVE STORM DRAIN MANHOLE

REMOVE STORM DRAIN INLET

REMOVE STORM DRAIN LINE

REMOVE SANITARY SEWER LINE

REMOVE FENCE

REMOVE UNDERGROUND ELECTRICAL LINE

EXISTING UTILITY POLES TO BE REMOVED

EXISTING OVERHEAD ELECTRICAL LINE TO BE REMOVED,

RE: ED100

REMOVE OVERHEAD ELECTRICAL LINE

REMOVE TELEPHONE POLE

D

CB

SDx

SSx

EUx

110 111

B STAGING AREA SHALL BE DESIGNATED BY THE CONTRACTING

OFFICER.

x x x

115 EXISTING CONCRETE PLANTER BOXES TO BE REMOVED

115 115

ASPHALT PAVEMENT TO REMAIN

CONCRETE PAVEMENT TO REMAIN

0 30

SCALE: 1" = 30'-0"

60SCALE 1" = 30'

DEMOLITION PLANA1

1ST AVENUE NORTH

117 PAVEMENT SAW CUT LIMITS

116 EXISTING CURB AND GUTTER TO BE REMOVED

116116

SAWCUT LIMITS

109 102

118 EXISTING WATER LINE TO BE REMOVED

Ex

119 PROTECT EXISTING SANITARY SEWER LINE

CONTRACTOR STAGING AREA120

LIMITS OF CONSTRUCTION

EXISTING FIRE HYDRANT AND FDC TO BE RELOCATED,

RE: CU100 FOR LOCATION

C CONTRACTOR SHALL COORDINATE WITH CONTRACTING

OFFICER ON LOCATIONS OF SITE CONSTRUCTION FENCE AND

SECURITY FENCE TO MAINTAIN SECURED FACILITIES.

EXISTING SANITARY SEWER MANHOLE TO BE REMOVED122

STORM DRAIN LINE TO REMAIN

SANITARY SEWER LINE TO REMAIN

FENCE TO REMAIN

UNDERGROUND ELECTRICAL LINE TO REMAIN

OVERHEAD ELECTRICAL LINE TO REMAIN

SDx

SSx

EUx x x x

Ex

CLOSE AND LOCK EXISTING PIV123

114119

PROTECT EXISTING CLEANOUT124

EXISTING CONCRETE PLANTER WALL TO BE REMOVED125

J

U L Y

A M

E N

D M

E N

T N

O

S

IT

E D

E T

A

IL

SWIDTH VARIES - 5' TYP.

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C K

D B

Y

US Army Corps of Engineers ®

D

C

B

A

F

IL

E N

U M

B E

R

P L

O T

S C

A L

E :P

L O

T D

A T

E

Ja co bs E ng in ee rin g G ro up

In c.

T ex as R eg is te re d E ng in ee rin g F irm F

-2

M ai n

S tr ee t

F or t W or th , T

X

JE

P ro j.

N o.

F D

Z D

A N

S I

D

A S

S H

O W

N

W

D W

R

P R

O

JE

C T

N U

M B

E R

N

Z A

S

M A

L M

S T

R O

M A

IR

F

O R

C E

B A

S E

M

O N

T A

N A

F Y

M

IS

S

L E

M A

IN

T

E N

A N

C E

D

IS

P A

T C

H F

A C

IL

IT

Y S

E A

T T

L E

D

IS

T R

IC

T

S E

A T

T L E

W

A S

H

IN

G T

O N

Seattle District

M A

R

M A

R K

D E

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R

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SHEET OF 305

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-1

-0

JAMES D. EMERSON

62773

PAVEMENT SECTION ON NATIVE SUBGRADE

NOTE:

1. INSTALL 4000 PSI CONCRETE.

2. BROOM FINISH CURB SURFACE. ROUND ALL SIDE EDGES AND JOINTS EDGES WITH

EDGING TOOL.

3. CONTRACTION JOINTS CUT AT 10' O.C.

4. EXPANSION JOINTS AT 50' INTERVALS.

5. THE TRANSITION LENGTH BETWEEN A NORMAL CURB SECTION AND A DROP CURB

SECTION SHALL BE 3'-0".

6. EXTEND GEOTEXTILE TO 3" BEHIND BACK OF CURB. THE GEOTEXTILE SEPARATION

FABRIC SHALL MEET THE REQUIREMENTS OF MDT SECTION 16, TABLE 716-1 FOR

GEOTEXTILE STRENGTH PROPERTY REQUIREMENTS. FOR HIGH-SURVIVABILITY

NON-WOVEN GEOTEXTILE SHALL CONFORM TO THE REQUIREMENTS OF TABLE 716-2

FOR SEPARATION GEOTEXTILE PROPERTY REQUIREMENTS.

7. EXTEND GRAVEL TO THE END OF THE EXCAVATION. GRAVEL EXTENSION BEYOND

THE EDGE OF THE FABRIC WILL BE AT NO ADDITIONAL COST TO THE GOVERNMENT.

NOTE:

1. INSTALL 4000 PSI CONCRETE.

2. BROOM FINISH CURB SURFACE. ROUND ALL SIDE EDGES AND JOINTS EDGES WITH

EDGING TOOL.

3. CONTRACTION JOINTS CUT AT 10' O.C.

4. EXPANSION JOINTS AT 50' INTERVALS.

5. THE TRANSITION LENGTH BETWEEN A NORMAL CURB SECTION AND A DROP CURB

SECTION SHALL BE 3'-0".

6. EXTEND GEOTEXTILE TO 3" BEHIND BACK OF CURB. THE GEOTEXTILE SEPARATION

FABRIC SHALL MEET THE REQUIREMENTS OF MDT SECTION 16, TABLE 716-1 FOR

GEOTEXTILE STRENGTH PROPERTY REQUIREMENTS. FOR HIGH-SURVIVABILITY

NON-WOVEN GEOTEXTILE SHALL CONFORM TO THE REQUIREMENTS OF TABLE 716-2

FOR SEPARATION GEOTEXTILE PROPERTY REQUIREMENTS.

7. EXTEND GRAVEL TO THE END OF THE EXCAVATION. GRAVEL EXTENSION BEYOND THE

EDGE OF THE FABRIC WILL BE AT NO ADDITIONAL COST TO THE GOVERNMENT.

TYPICAL ASPHALT PAVEMENT SECTION

NTS

A3

CS500

CS100

P E

D E

S T

R

IA

N

R A

M P

L A

Y D

O W

N

FINISHED STREET SURFACE TO BE

8" ABOVE OR FLUSH WITH GUTTER LIP

GEOTEXTILE

SEPARATION FABRIC

1-1/2" MINUS GRAVEL

BASE COURSE (CRUSHED)

3"

2" 9"

24"

FINISHED STREET SURFACE TO BE

FLUSH WITH GUTTER LIP

1-1/2" GRAVEL BASE

COURSE (CRUSHED)

GEOTEXTILE

SEPARATION FABRIC

3"

24"

9.5"

2"6

P E

D E

S T

R

IA

N

R A

M P

L A

Y D

O W

N

CONCRETE SIDEWALK

NTS

A5

CS500

CS100

CATCH CURB AND GUTTER

NTS

C1

CS500

CS100

SIDEWALK RAMP

NTS

B3

CS500

CS100

SPILL CURB AND GUTTER

NTS

A1

CS500

CS100

NOTES:

1. COMPACT ALL SUBGRADE TO 95% AS DETERMINED BY ASTM D1557.

2. THE GEOTEXTILE SEPARATION FABRIC SHALL MEET THE REQUIREMENTS OF MDT SECTION 16, TABLE 716-1 FOR GEOTEXTILE STRENGTH PROPERTY REQUIREMENTS. FOR HIGH-SURVIVABILITY

NON-WOVEN GEOTEXTILE SHALL CONFORM TO THE REQUIREMENTS OF TABLE 716-2 FOR

SEPARATION GEOTEXTILE PROPERTY REQUIREMENTS.

4" ASPHALT - 2 LIFTS

6" - 1.5" MINUS CRUSHED GRAVEL

GEOTEXTILE SEPARATION FABRIC

14" COMPACTED SUBBASE

COMPACTED SUBGRADE

SURFACE FINISHED

AS SPECIFIED,

CROSS SLOPE @ MIN. 2%

SIDEWALK

SIDEWALK

AT PAVEMENT

GRADE

SMOOTH TRANSITION

TO PAVEMENT

1:12 MAX 1:12 MAX

5' MIN

SEE PLANS

1:12 MAX

TOP OF CURB +6"

SIDEWALK

TOP OF CURB +6"2'

+0

+6"

+0

' M

IN

S E

E P

L A

N S

TOP OF CURB +6"

ISOLATION JOINT ALL

AROUND

SCORE JOINT (TYP)

GUTTER

CURB

BACK OF

WALKWAY

:1

M

A X

S L O

P E

M A

X

2" MAX (TYP)

5'-0" (TYP) 4'-0"

V A

R

IE

S P

E R

P L A

N

NOTES:

1. DETECTABLE WARNINGS SHALL CONSIST OF RAISED

TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 IN (23

MM), A HEIGHT OF NOMINAL 0.2 IN (5 MM) AND A

CENTER-TO-CENTER SPACING OF NOMINAL 2.35 IN (60 MM) AND

SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES,

EITHER LIGHT-ON-DARK, OR DARK-ON-LIGHT. THE MATERIAL

USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF

THE WALKING SURFACE. DETECTABLE WARNINGS USED ON

INTERIOR SURFACES SHALL DIFFER FROM ADJOINING WALKING

SURFACES IN RESILIENCY OR SOUND-ON-CANE CONTACT.

4'-0"

CROSSWALK

STRIPING

ACCESS (ADA)

RAMP

MIDPOINT OF

ARC

CENTERPOINT

OF ARC

CURB & GUTTER

SIDEWALK

INTERSECTION SIDEWALK

NTS

C4

CS500

CS100

1"-3" GRAVEL COBBLE,

PLACE AT 4" MIN DEPTH

- SEE PLANS SIDEWALK

GRAVEL COBBLE

NTS

B5

CS500

CS100

SLOPE

CL

SLOPE

NOTE:

1. BOLLARD IS TO MATCH EXISTING ON BASE.

2. BOLLARDS SHALL BE SPACED PER ARCH PLANS.

CLEAN AND PAINT

YELLOW WITH TWO

COATS OIL BASE ENAMEL

6" DIA. PIPE

FILL SOLID WITH CONCRETE

FINISHED GRADE

CONCRETE CAP

16" DIA. CONCRETE

FOOTING

8"

BOLLARD DETAIL

NTS

A4

CS500

CS100

AGGREGATE BASE

COURSE

PRIME COAT

TACK COAT

HAND TOOLED

1/4" RADIUS ALL

EDGES (TYP)

NOTE:

TRUNCATED DOMES SHALL BE 34" THICK RED RUBBER

MATS, PRESTRESSED WITH STAINLESS STEEL

TENDONS. CONTRACTOR SHALL COORDINATE COLOR

WITH CONTRACTING OFFICER PRIOR TO ORDERING

MATERIALS. SURFACE APPLIED TEMPLATES OR FORMS

THAT ARE REMOVED ARE NOT ACCEPTABLE.

DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE

PREDOMINANT DIRECTION OF TRAVEL TO PERMIT

WHEELS TO ROLL BETWEEN DOMES.

THERE SHALL BE A MINIMUM OF 70 PERCENT

CONTRAST IN LIGHT REFLECTANCE BETWEEN THE

DETECTABLE WARNING AND AN ADJOINING SURFACE.

TYPICAL DOME SECTION

TYPICAL DOME LAYOUT

CURB LINE

.2

0.4"

0.9"

2.35" TYP EACH WAY

NEAR FULL WIDTH OF SIDEWALK

TRUNCATED DOMES

NTS

C5

CS500

CS100

3"

3"

CS500

J

U L Y

A M

E N

D M

E N

T N

O

4'-0"

A-323

A3

COL

REFER TO DETAIL C1/A-321 FOR

TYPICAL NOTES & DIMENSIONS

COL

REFER TO DETAIL C1/A-321 FOR

TYPICAL NOTES & DIMENSIONS

COL

REFER TO DETAIL C1/A-321 FOR

TYPICAL NOTES & DIMENSIONS

321 398 324 319 322 320 349 327

/8

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A

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G . P E R

R Y

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16 5 9 2

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

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C K

D B

Y

US Army Corps of Engineers ®

D

C

B

A

F

IL

E N

U M

B E

R

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

Ja co bs E ng in ee rin g G ro up

In c.

T ex as R eg is te re d E ng in ee rin g F irm F

-2

M ai n

S tre et F or t W or th

, T X

JE

P ro j.

N o.

F

D Z

D

A

N S

I D

A S

S H

O W

N

R

B

E S

A N

C O

N

W

D

W

R

P R

O

JE

C T

N U

M B

E R

: N

ZA

S

M A

L M

S T

R O

M A

IR

F

O R

C E

B A

S E

M

O N

T A

N A

M

IS

S

IL

E M

A

IN

TE

N

A N

C E

D

IS

P A

TC

H

F A

C

IL

IT

Y

(M M

D F)

S E

A T

T L E

D

IS

T R

IC

T

S E

A T

T L E

W

A S

H

IN

G T

O N

Seattle District

M

A R s /2

-1

-0

/1

/2

:2 :0

P

M

R P

E R

R Y

E .N

E N

T W

IG

A-321

J H

U N

E Y

C U

T T

W A

L L

S E

C T

IO

N

D E

T A

IL

S

N Z

A S

A

-3

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

C1

TYPICAL HIGH BAY ROOF EAVE DETAIL

KEYNOTES

202 6-1/2" x 6-1/2" PREFINISHED METAL GUTTERS &

DOWNSPOUTS W/ BOOTS; REFER TO PLUMBING & CIVIL

DRAWINGS

299 HORIZONTAL JOINTS WILL ALIGN WITH PANELS LOCATED

AROUNT THE CORNER.

313 FLUID APPLIED AIR BARRIER AT EXTERIOR FACE OF

FIBERGLASS MAT SHEATHING IN WALLS AS INDICATED

PER LIMITS OF AIR BARRIER REFER TO GI006

315 1/2" FIBERGLASS MAT SHEATHING

316 8" - ZEE GIRT

317 SHEET APPLIED VAPOR BARRIER ON INTERIOR SIDE OF

WALL STUDS AS INDICATED PER LIMITS OF VAPOR

BARRIER; REFER TO GI006

318 5/8" GYPSUM WALLBOARD

319 CONTINUOUS EXTERIOR GRADE WOOD BLOCKING

320 STEEL BEAM; REFER TO STRUCTURAL DRAWINGS

321 STEEL BAR JOIST; REFER TO STRUCTURAL DRAWINGS

322 METAL DECK; REFER TO STRUCTURAL DRAWINGS

323 CONT. 20 GAUGE MTL CLOSURE PLATE; MIN 0'-2" WIDER

THAN SCHEDULED PARTITION PARALLEL TO DECK & MIN

2" WIDER THAN PARTITION ALLOWING FULL ATTACHMENT

TO BOTTOM OF ADJACENT FLUTE

324 FILL CAVITY W/ INSULATION

325 LINEAR METAL SOFFIT

326 CONTINUOUS PREFINISHED FASCIA W/ FORMED DRIP

EDGE

327 STANDING SEAM METAL ROOF SYSTEM, 1'-4" x 2" HIGH

PANELS, STRIATION W/ PENCIL RIBS.

328 3 5/8" CONT. MTL STUD LADDER FRAMING

329 CONT. EXTERIOR GRADE 2x4 WOOD NAILERS

330 7 3/4" x 6" X 1/4" CONT. BENT PLATE DECK CLOSURE

331 8", R-20 BATT INSULATION IN WALL CAVITY

336 8" STRUCTURAL METAL STUDS @ 1'-0" O.C.; REFER TO

STRUCTURAL DRAWINGS

344 CONTINUOUS METAL RUNNER; REFER TO STRUCTURAL

DRAWINGS

345 CONTINUOUS METAL STUD DEFLECTION TRACK; REFER

TO STRUCTURAL DRAWINGS

347 CONTINUOUS METAL FLASHING; TURN FLASHING UP WALL

MIN 12". SEAL FLASHING AT OVERLAP JOINTS

349 ROOF MOUNTED SNOW GUARDS

351 18 GA MIN. SUPPORT PLATE

355 1'-0" WIDE CONCEALED FASTENER VERTICAL METAL

PANEL SIDING

357 2 1/2", R-16 MIN, CONTINUOUS INSULATION

358 MECHANICALLY FASTENED CONT. SLOPED BIRD NESTING

& LANDING DETERRENT AT ALL ROOF EAVES & GABLES;

PRE FINISHED ALUMINUM TO MATCH EX-5.

359 8" METAL STUD INFILL FRAMING BETWEEN GIRTS @ 24"

O.C.

360 VERTICAL 3/4" DEEP 16 GA. SUBGIRT @ 2'-0" O.C.

361 1'-0" WIDE CONCEALED FASTENER HORIZONTAL METAL

PANEL SIDING

362 3/4" DEEP 16 GA. SUBGIRT @ 2'-0" O.C.

363 6" R-35 MIN ROOF INSULATION BOARD

365 CONT. METAL SIDING CLOSURE

368 STEEL LINTEL; REFER TO STRUCTURAL

384 (2) LAYERS 3/4" EXTERIOR GRADE PLYWOOD FASCIA

BOARDS

385 PROTECTION BOARD

386 ROOF PANLE CLIP

387 ROOF UNDERLAYMENT PER MANUFACTURER'S

REQUIREMENTS

395 PROVIDE SELF-ADHERED ROOF UNDERLAYMENT

MEMBRANE ON EXTERIOR FACE OF PROTECTION BOARD

TO EXTEND FROM EDGE OF ROOF UP TO 3'-0" BEYOND

THE LINE OF THE EXTERIOR FACE OF THE EXTERIOR

WALL TO OVERLAP WITH THE FLUID APPLIED AIR

BARRIER, AND DOWN THE FASCIA AND ONTO THE SOFFIT

FIBER GLASS MAT SHEATHING AND OVERLAP WITH THE

AIR BARRIER.

396 COMPOSITE CLADDING CLIP @ 24" O.C. PER CLADDING

ENGINEER

397 3 5/8" MTL STUD LAP FRAMING @ 16" O.C.

398 LAP VAPOR BARRIER ONTO UNDERSIDE OF DECK 6" MIN.

& SEAL W/ CONTINUOUS FLASHING TAPE

399 CONT. STEEL PLATE; REFER TO STRUCTURAL

461 STANDING SEAM MTL ROOF "Z" CLOSURE W/ 3/4" TURN-UP

478 6" R-13 BATT INSULATION

479 6" WALL STUDS @ 16" O.C.

480 PROVIDE FLUID APPLIED AIR BARRIER ON EXTERIOR

FACE OF THE ROOF PROTECTION BOARD OVER THE

ENTIRE SURFACE OF THE ROOF AS INDICATED PER THE

LIMITS OF AIR BARRIER.

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

C2

TYPICAL LOW BAY ROOF EAVE DETAIL

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

A1

TYPICAL LOW BAY ROOF EAVE DETAIL

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

A3

TYPICAL LOW BAY ROOF EAVE DETAIL

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

A

D D

E N

D U

M

/1

/2

C

M

REFER TO DETAIL A1/A-321 FOR

TYPICAL NOTES & DIMENSIONS

COL

REFER TO DETAIL A1/A-321 FOR

TYPICAL NOTES & DIMENSIONS

A-323

A4

COL

A-323

D4

SIM

O V

E R

L A

P

OVERLAP

2"

354354

A-323

D1

SIM

R E

G

IS

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ERED ARCH

IT

E

C T

S T

A T E

O F T EX

A S

R I

C H

A

R D

G . P E R

R Y

J R

16 5 9 2

SCALE: 3/64"=1'-0"

1632 32

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C K

D B

Y

US Army Corps of Engineers ®

D

C

B

A

F

IL

E N

U M

B E

R

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

Ja co bs E ng in ee rin g G ro up

In c.

T ex as R eg is te re d E ng in ee rin g F irm F

-2

M ai n

S tre et F or t W or th

, T X

JE

P ro j.

N o.

F

D Z

D

A

N S

I D

A S

S H

O W

N

R

B

E S

A N

C O

N

W

D

W

R

P R

O

JE

C T

N U

M B

E R

: N

ZA

S

M A

L M

S T

R O

M A

IR

F

O R

C E

B A

S E

M

O N

T A

N A

M

IS

S

IL

E M

A

IN

TE

N

A N

C E

D

IS

P A

TC

H

F A

C

IL

IT

Y

(M M

D F)

S E

A T

T L E

D

IS

T R

IC

T

S E

A T

T L E

W

A S

H

IN

G T

O N

Seattle District

M

A R s /2

-1

-0

/1

/2

:2 :0

P

M

D e s ig n e r

A u th o r

A-322

C h e c k e r

W A

L L

S E

C T

IO

N

D E

T A

IL

S

N Z

A S

A

-3

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

B1

TYPICAL LOW BAY ROOF GABLE DETAIL

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

C3

TYPICAL LOW BAY ROOF GABLE DETAIL

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

C2

TYPICAL LOW BAY ROOF GABLE DETAIL

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

C1

TYPICAL HIGH BAY ROOF GABLE DETAIL

KEYNOTES

324 FILL CAVITY W/ INSULATION

325 LINEAR METAL SOFFIT

326 CONTINUOUS PREFINISHED FASCIA W/

FORMED DRIP EDGE

327 STANDING SEAM METAL ROOF SYSTEM, 1'-4"

x 2" HIGH PANELS, STRIATION W/ PENCIL

RIBS.

328 3 5/8" CONT. MTL STUD LADDER FRAMING

329 CONT. EXTERIOR GRADE 2x4 WOOD NAILERS

330 7 3/4" x 6" X 1/4" CONT. BENT PLATE DECK

CLOSURE

331 8", R-20 BATT INSULATION IN WALL CAVITY

336 8" STRUCTURAL METAL STUDS @ 1'-0" O.C.;

REFER TO STRUCTURAL DRAWINGS

337 METAL DECK CLOSURE

344 CONTINUOUS METAL RUNNER; REFER TO

STRUCTURAL DRAWINGS

345 CONTINUOUS METAL STUD DEFLECTION

TRACK; REFER TO STRUCTURAL DRAWINGS

347 CONTINUOUS METAL FLASHING; TURN

FLASHING UP WALL MIN 12". SEAL FLASHING

AT OVERLAP JOINTS

351 18 GA MIN. SUPPORT PLATE

353 CONT. CONCRETE CURB; REFER TO

STRUCTURAL

354 CONT. SEALANT

355 1'-0" WIDE CONCEALED FASTENER VERTICAL

METAL PANEL SIDING

356 WALL BRACE BEYOND PER SPECIFICATION

357 2 1/2", R-16 MIN, CONTINUOUS INSULATION

358 MECHANICALLY FASTENED CONT. SLOPED

BIRD NESTING & LANDING DETERRENT AT

ALL ROOF EAVES & GABLES; PRE FINISHED

ALUMINUM TO MATCH EX-5.

359 8" METAL STUD INFILL FRAMING BETWEEN

GIRTS @ 24" O.C.

360 VERTICAL 3/4" DEEP 16 GA. SUBGIRT @ 2'-0"

O.C.

361 1'-0" WIDE CONCEALED FASTENER

HORIZONTAL METAL PANEL SIDING

362 3/4" DEEP 16 GA. SUBGIRT @ 2'-0" O.C.

365 CONT. METAL SIDING CLOSURE

374 WALL CONSTRUCTION AS SCHEDULED

375 8 x 8 x 16 CMU AS SCHEDULED W/ HORZ

REINFORCING @ 24" O.C.; REFER TO

STRUCTURAL DRAWINGS

379 12" x 4" PRECAST PAPAPET CAP

380 GABLE FLASHING W/ "J" CLOSURE

381 CONT. CLEAT

382 SELF-ADHERING RUBBER FLASHING UNDER

BASE COURSE OF CMU; EXTEND UP WALL

MIN 8" & DOWN FACE OF CONCRETE MIN 1".

383 COVER FLASHING; 1" MIN

384 (2) LAYERS 3/4" EXTERIOR GRADE PLYWOOD

FASCIA BOARDS

387 ROOF UNDERLAYMENT PER

MANUFACTURER'S REQUIREMENTS

395 PROVIDE SELF-ADHERED ROOF

UNDERLAYMENT MEMBRANE ON EXTERIOR

FACE OF PROTECTION BOARD TO EXTEND

FROM EDGE OF ROOF UP TO 3'-0" BEYOND

THE LINE OF THE EXTERIOR FACE OF THE

EXTERIOR WALL TO OVERLAP WITH THE

FLUID APPLIED AIR BARRIER, AND DOWN THE

FASCIA AND ONTO THE SOFFIT FIBER GLASS

MAT SHEATHING AND OVERLAP WITH THE

AIR BARRIER.

396 COMPOSITE CLADDING CLIP @ 24" O.C. PER

CLADDING ENGINEER

398 LAP VAPOR BARRIER ONTO UNDERSIDE OF

DECK 6" MIN. & SEAL W/ CONTINUOUS

FLASHING TAPE

399 CONT. STEEL PLATE; REFER TO STRUCTURAL

449 INTERIOR WALL CONSTRUCTION AS

SCHEDULED

462 WATER STOP

463 TURN CMU BACK AT ENDS

476 SET BASE FLASHING IN CONTINUOUS FULL

DEPTH BED OF MASTIC

480 PROVIDE FLUID APPLIED AIR BARRIER ON

EXTERIOR FACE OF THE ROOF PROTECTION

BOARD OVER THE ENTIRE SURFACE OF THE

ROOF AS INDICATED PER THE LIMITS OF AIR

BARRIER.

KEYNOTES

137 STANDING SEAM METAL ROOF SYSTEM, 1'-4"

x 2" HIGH PANELS, STRIATION W/ PENCIL

RIBS; PROVIDE FIELD FORMED CONTINUOUS

PANELS TO AVOID END LAPPING.

302 CONCRETE FLOOR SLAB; REFER TO

STRUCTURAL DRAWINGS

304 FINISH GRADE; REFER TO CIVIL DRAWINGS

306 4 x 8 x 16 CMU WAINSCOTING AS SCHEDULED

W/ METAL WALL TIES @ 24" O.C.; SECURE

TIES TO WALL FRAMING

307 MORTAL NET

308 CONTINUOUS METAL FLASHING W/ PLASTIC

WEEP HOLES @ 32" O.C.; TURN FLASHING UP

WALL 12" . SEAL FLASHING AT OVERLAP

JOINTS

309 4" PRECAST ACCENT WATERTABLE W

FORMED DRIP EDGE

310 BACKER ROD & SEALANT

311 GROUT COLLAR SOLID

313 FLUID APPLIED AIR BARRIER AT EXTERIOR

FACE OF FIBERGLASS MAT SHEATHING IN

WALLS AS INDICATED PER LIMITS OF AIR

BARRIER REFER TO GI006

315 1/2" FIBERGLASS MAT SHEATHING

317 SHEET APPLIED VAPOR BARRIER ON

INTERIOR SIDE OF WALL STUDS AS

INDICATED PER LIMITS OF VAPOR BARRIER;

REFER TO GI006

318 5/8" GYPSUM WALLBOARD

320 STEEL BEAM; REFER TO STRUCTURAL

DRAWINGS

322 METAL DECK; REFER TO STRUCTURAL

DRAWINGS

323 CONT. 20 GAUGE MTL CLOSURE PLATE; MIN

0'-2" WIDER THAN SCHEDULED PARTITION

PARALLEL TO DECK & MIN 2" WIDER THAN

PARTITION ALLOWING FULL ATTACHMENT TO

BOTTOM OF ADJACENT FLUTE

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

B2

CMU ACCENT BAD DETAIL

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

A1

HIGH BAY WALL BASE DETAIL

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

B3

VERTICAL SIDING

PANEL LAP JOINT DETAIL

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

B4

HORIZONTAL SIDING

PANEL LAP JOINT DETAIL

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

A3

LOW BAY WALL BASE @ CMU DETAIL

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

A2

LOW BAY WALL BASE DETAIL

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

A4

MECHANICAL YARD WALL CAP

M A

R K

D E

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T

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E A

P P

R

A

D D

E N

D U

M

/1

/2

1'-0"

/8

/8

1" 1"

LINE OF WALL

DRIP

EDGE 6"

/8

/8

4 3/8" 1 5/8"

1"

LINE OF

WALL

DRIP

EDGE

2'-2"

/8

/8

1'-0 7/8" 3/8" 1'-0 7/8"

1" 1"

LINE OF WALL LINE OF WALL

SEALANT JOINT

DRIP

EDGE

/2

8" MTL STUDS

@ SCHEDULED

VAPOR BARRIER

5/8" GWB

ZINC CONTROL

JOINT

DEFLECTION TRACK

AS SCHEDULED

8" MTL STUDS

@ SCHEDULED

EXTERIOR CONSTRUCTION

AS SCHEDULED

8X2 STEEL TUBE, REFER TO

STRUCTURAL DRAWINGS

METAL DECK; REFER TO STRUCTURAL

DRAWINGS

3 1/2" x 5" CONTINUOUS STEEL ANGLE

DECK CLOSURE

6" R-35 MIN ROOF INSULATION BOARD

1/2" PROTECTION BOARD

PROVIDE SELF-ADHERED ROOF

UNDERLAYMENT MEMBRANE ON EXTERIOR

FACE OF PROTECTION BOARD TO EXTEND

FROM EDGE OF ROOF UP TO 3'-0" BEYOND

THE LINE OF THE EXTERIOR FACE OF THE

EXTERIOR WALL TO OVERLAP WITH THE

FLUID APPLIED AIR BARRIER, AND DOWN

THE FASCIA AND ONTO THE SOFFIT FIBER

GLASS MAT SHEATHING AND OVERLAP

WITH THE AIR BARRIER.

STANDING SEAM METAL ROOF SYSTEM

AS SCHEDULED

CONT. 2x WD NAILERS

6" x 5" PREFINISHED

DOWNSPOUT LEADER

PREFINSIHED DOWNSPOUT

LEADER STRAP @ 24" O.C.

1'-0" WIDE CONCEALED FASTENER

VERTICAL METAL PANEL SIDING

2 1/2", R-16 MIN, CONTINUOUS

INSULATION

EXPANSION JOINT CAP; EXTEND UP WALL

12" MIN.

CONTINUOUS RUBBER MEMBRANE,

EXTEND UP WALL AND ONTO ADJACENT

ROOF 1'-0" MIN. PROVIDE EXCESS RUBBER

@ 3 TIMES THE WIDTH OF THE JOINT TO

ACCOMMADATE MOVEMENT

EXPANSION PLATE

RIVET @ 6" O.C., MAX

SEPARATION PLATE

MODIFIED J-CHANNEL, FILL RECIEVER

WITH URETHANE SEALANT

2" MIN PRECOMPRESSED EXPANDING

COMPRESSION SEAL IN JOINT BETWEEN

ROOF & ADJACENT WALL; PROVIDE

FIELD-INSTALLED SILICONE CAULK

ALONG EXTERIOR JOINT

EXPANSION JOINT CAP; EXTEND UP

WALL 12" MIN.

CONTINUOUS METAL FLASHING; TURN

FLASHING UP WALL 12" MIN. CAULK

FLASHING AT OVERLAP JOINTS

CONTINUOUS RUBBER MEMBRANE; EXTEND

UP WALL AND ONTO ADJACENT ROOF 1'-0"

MIN. PROVIDE EXCESS RUBBER @ 3 TIMES

THE WIDTH OF THE JOINT TO

ACCOMMADATE MOVEMENT

DOUBLE BEAD BUTYL TAPE

WALL CONSTRUCTION AS SCHEDULED

2" MOVEMENT

/4

/2

2" 3" 2"

R E

G

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T

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C T

S T

A T E

O F T EX

A S

R I

C H

A

R D

G . P E R

R Y

J R

16 5 9 2

6"6"

SCALE: 3"=1'-0"

04 2

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C K

D B

Y

US Army Corps of Engineers ®

D

C

B

A

F

IL

E N

U M

B E

R

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

Ja co bs E ng in ee rin g G ro up

In c.

T ex as R eg is te re d E ng in ee rin g F irm F

-2

M ai n

S tre et F or t W or th

, T X

JE

P ro j.

N o.

F

D Z

D

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SCALE 3" = 1'-0"

D1

CAST STONE MECHANICAL YARD WALL CAP PROFILE

SCALE 3" = 1'-0"

D4

CAST STONE WATER TABLE / SILL PROFILE

SCALE 3" = 1'-0"

D2

CAST STONE WING WALL CAP PROFILE

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

C1

CONTROL JOINT DETAIL

SCALE 3" = 1'-0"

A1

BUILDING CONTROL JOINT @ RAKE

SCALE 3" = 1'-0"

A3

ENLARGED TYPICAL HIGH BAY ROOF EAVE DETAIL

SCALE 3" = 1'-0"

A4

ENLARGED HIGH BAY- GABLE

KEYNOTES

202 6-1/2" x 6-1/2" PREFINISHED METAL GUTTERS & DOWNSPOUTS

W/ BOOTS; REFER TO PLUMBING & CIVIL DRAWINGS

313 FLUID APPLIED AIR BARRIER AT EXTERIOR FACE OF

FIBERGLASS MAT SHEATHING IN WALLS AS INDICATED PER

LIMITS OF AIR BARRIER REFER TO GI006

315 1/2" FIBERGLASS MAT SHEATHING

322 METAL DECK; REFER TO STRUCTURAL DRAWINGS

324 FILL CAVITY W/ INSULATION

325 LINEAR METAL SOFFIT

326 CONTINUOUS PREFINISHED FASCIA W/ FORMED DRIP EDGE

327 STANDING SEAM METAL ROOF SYSTEM, 1'-4" x 2" HIGH PANELS, STRIATION W/ PENCIL RIBS.

328 3 5/8" CONT. MTL STUD LADDER FRAMING

329 CONT. EXTERIOR GRADE 2x4 WOOD NAILERS

330 7 3/4" x 6" X 1/4" CONT. BENT PLATE DECK CLOSURE

351 18 GA MIN. SUPPORT PLATE

363 6" R-35 MIN ROOF INSULATION BOARD

380 GABLE FLASHING W/ "J" CLOSURE

381 CONT. CLEAT

384 (2) LAYERS 3/4" EXTERIOR GRADE PLYWOOD FASCIA BOARDS

385 PROTECTION BOARD

387 ROOF UNDERLAYMENT PER MANUFACTURER'S REQUIREMENTS

395 PROVIDE SELF-ADHERED ROOF UNDERLAYMENT MEMBRANE

ON EXTERIOR FACE OF PROTECTION BOARD TO EXTEND FROM

EDGE OF ROOF UP TO 3'-0" BEYOND THE LINE OF THE EXTERIOR

FACE OF THE EXTERIOR WALL TO OVERLAP WITH THE FLUID

APPLIED AIR BARRIER, AND DOWN THE FASCIA AND ONTO THE

SOFFIT FIBER GLASS MAT SHEATHING AND OVERLAP WITH THE

AIR BARRIER.

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Provide all labor, materials, equipment, services, and incidentals required to perform all w ork for the project entitled: "Missile Maintenance Dispatch Facility" at Malmstrom Air Force Base, Montana.

All offers submitted shall be in strict accordance w ith the solicitation documents and any amendments issued, as applicable.

In accordance w ith DFARS 236.204, the order of magnitude for this project is estimated to be in the range of $10,000,000.00 to $25,000,000.00.

A pre-proposal site-visit is scheduled on 26 June 2018 at 1000 AM MDT. Contractors are required to sign up in advance in order to gain access to the base. See Section 00 21 16 for more information.

This requirement is set-aside competitively for SBA Section 8(a) Certified Small Business concerns.

LORRAINE WAREHIME 206-764-6662

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

01-Jun-2018

(RFP)

(IFB)

X

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________690 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________52.211-10

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________5 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________18 Jul 2018 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time of fers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______120 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX:TEL: TEL: FAX:

W912DW18R0004 72

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

SF1442

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