Amendment0002_186118.pdf

P-1481

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

Replace draw ing S-101 w ith the one attached to this amendment.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 21-Mar-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 N4008518B6118

X 9B. DATED (SEE ITEM 11)

05-Mar-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 is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 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

21-Mar-2018

CODE

NAVFAC MID ATLANTIC

ROICC CAMP LEJEUNE

1005 MICHAEL ROAD

CAMP LEJEUNE NC 28547-2521

N40085 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N4008518B6118

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

(End of Summary of Changes)

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S-101

PLAN NOTES

GRAPHIC SCALE

KEY NOTES

F.9.0 F.9.0 F.9.0

F.9.0 F.9.0 F.9.0

F.6.0

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F.6.0F.6.0

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SCALE:

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PEMB BRACED FRAME LOCATION

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PEMB BRACED FRAME LOCATION

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DEPARTMENT OF THE NAVY

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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DES

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DESCRIPTION

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DATE

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SATISFACTORY TO DATE

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APPROVED

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ACTIVITY

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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OF

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EPROJECT NO.

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MARINE CORPS IPT

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NAVAL STATION NORFOLK, VIRGINIA

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MCB CAMP LEJEUNE

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JACKSONVILLE, NC

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EMILY SYLVESTER EMILY.SYLVESTER@USMC.MIL

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DESIGN MANAGER

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G. COOKE

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BRANCH MANAGER

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CHIEF ENGINEER

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B. FORBES

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FIRE PROTECTION

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FOUNDATION PLAN

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RFS

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RFS

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RFS

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AS NOTED

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1. TOP OF SLAB-ON-GRADE ELEVATION IS 0'-0", UNLESS TOP OF SLAB-ON-GRADE ELEVATION IS 0'-0", UNLESS OTHERWISE NOTED. 2. TOP OF FOOTING ELEVATION IS -2'-0", UNLESS OTHERWISE TOP OF FOOTING ELEVATION IS -2'-0", UNLESS OTHERWISE NOTED. 3. SLAB-ON-GRADE SHALL BE 5" THICK CONCRETE REINFORCED SLAB-ON-GRADE SHALL BE 5" THICK CONCRETE REINFORCED WITH WWF 6X6 SHEETS-W2.1 X W2.1 LOCATED 1 1/2" BELOW THE TOP OF SLAB. SLAB SHALL BE PLACED ON 10 MIL VAPOR RETARDER OVER 6" POROUS FILL. MESH IN SHEETS. 4. COORDINATE DOOR LOCATIONS WITH ARCHITECTURAL DRAWINGS. COORDINATE DOOR LOCATIONS WITH ARCHITECTURAL DRAWINGS. 5. ALL COLUMN DIMENSIONS SHALL BE SET AS REQUIRED BY THE ALL COLUMN DIMENSIONS SHALL BE SET AS REQUIRED BY THE PRE-ENGINEERED METAL BUILDING DESIGNER.

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1. EDGE OF CONCRETE. EDGE OF CONCRETE. 2. EDGE OF SLAB. EDGE OF SLAB. 3. #6 HAIRPIN MIDDLE OF SLAB TYP. #6 HAIRPIN MIDDLE OF SLAB TYP. 4. CANOPY COLUMN BY PEMB MFR, SEE ARCH FOR DETAIL. CANOPY COLUMN BY PEMB MFR, SEE ARCH FOR DETAIL. 5. 2'-0" x 3'-0" 6 TOTAL CONCRETE PIER. SEE TYP. PIER 2'-0" x 3'-0" 6 TOTAL CONCRETE PIER. SEE TYP. PIER DETAIL ON S-301. 6. 3'-0" x 3'-0" 6 TOTAL CONCRETE PIER. PIER DETAIL ON 3'-0" x 3'-0" 6 TOTAL CONCRETE PIER. PIER DETAIL ON F-301. 7. 2'-0" x 2'-0" 2 TOTAL CONCRETE PIER. 3 #6 VERTICAL EACH 2'-0" x 2'-0" 2 TOTAL CONCRETE PIER. 3 #6 VERTICAL EACH SIDE. SEE TYP. PIER DETAIL ON S-301. 8. PORTAL FRAME COLUMN. PORTAL FRAME COLUMN. 9. EXTERIOR CONCRETE SLAB ON GRADE. SEE SHEET S-302 AND EXTERIOR CONCRETE SLAB ON GRADE. SEE SHEET S-302 AND CIVIL DRAWINGS FOR MORE INFORMATION. 10. " PRE-FORMED EXPANSION JOINT MATERIAL. 12" PRE-FORMED EXPANSION JOINT MATERIAL. 11. DOOR. SEE ARCH. DOOR. SEE ARCH. 12. EXTERIOR SLAB WITH TURN-DOWN. SEE DETAIL D4 SHEET EXTERIOR SLAB WITH TURN-DOWN. SEE DETAIL D4 SHEET S-302.

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