W912QR20R0007-0004.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

SEE SUMMARY OF CHANGES

1. CONTRACT ID CODE PAGE OF PAGES

1 4

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

16C. DATE SIGNED

BY

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 W912QR20R0007

X 9B. DATED (SEE ITEM 11)

27-Nov-2019

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 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

16-Jan-2020

CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912QR20R0007-0004

W912QR20R0007

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:

AMDT 0004 SUMMARY OF CHANGES

Solicitation W912QR20R0007 for the construction of a columbarium at the Crown Hill Cemetery located in Indianapolis, IN is hereby modified as follows:

a. Due to an adminstrative error Drawing A2-302 is hereby replaced in its entirety.

b. The due date is hereby extended from 11:00am ET on 21 January 2020 to 1:00pm ET on 23

January 2020.

c. All other terms and conditions remain unchanged.

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 21-Jan-2020 11:00 AM to 23-Jan-2020 01:00 PM.

(End of Summary of Changes)

FINISHED FLOOR

0"

T.O. FRAMING

13' - 6"

F

CROSS-VENTED INSULATED

ROOF PANEL SECURED TO

ROOF TRUSS

PROJECTING LIMESTONE

BAND (X1)

LIMESTONE VENEER (X1)

STEEL TRUSSES, SEE

STRUCT. DWGS.

CONCRETE SLAB, SEE

STRUCTURAL

CONCRETE FOUNDATION

WALL, COORDINATE WITH

STRUCTURAL

CONCRETE FOOTING,

COORDINATE WITH

STRUCTURAL

STEEL STUD

GYPSUM BOARD, TYPE-X,

5/8"

2' - 6"

3"x VENTED FASCIA (X9)

7" x 7" METAL GUTTER

WITH LEAF GUARD (X4)

STANDING SEAM METAL ROOF (X2)

METAL SNOW GUARD (X2)

REFER TO

STRUCTURAL

FOR TRUSS

CONFIGURATION

A2-501

CONTINUOUS STAINLESS

STEEL TRIM - BEYOND

T.O. LIMESTONE BAND

10' - 8"

AIR FLOW

1" PREFINISHED

LINEAR METAL

CEILING PANELS

METAL CEILING PANEL

CROSS SUPPORT

1" PREFINISHED METAL

SOFFIT PANEL

EXTERIOR INSULATION FINISH

SYSTEM (EIFS) BASE COAT AND

FINISH COAT ON 1/2" GLASS MAT

SHEATHING

4" CONTINUOUS PERFORATED DRAIN TILE WITH

FILTER FABRIC. TIE INTO NEAREST STORM DRAIN

OR UNDER DRAIN. REFER TO CIVIL FOR LOCATION

OF STORM DRAINS. CONTRACTOR TO PROVIDE

SHOP DRAWINGS FOR CONNECTION LOCATIONS.

FINISHED FLOOR

0"

T.O. FRAMING

13' - 6"

B.O. LIMESTONE BAND

10' - 0"

A

PROJECTING LIMESTONE

BAND (X1)

LIMESTONE VENEER (X1)

CONCRETE SLAB, SEE

STRUCTURAL

CROSS-VENTED INSULATED

ROOF PANEL SECURED TO

ROOF TRUSS

LIMESTONE VENEER (X1)

STEEL STUD

GYPSUM BOARD, TYPE-X,

5/8"

ELECTRICAL OUTLET, SEE

ELECTRICAL DWGS.

CONCRETE FOUNDATION

WALL, COORDINATE WITH

STRUCTURAL

CONCRETE FOOTING,

COORDINATE WITH

STRUCTURAL

STEEL STUD

GLASS MAT GYPSUM

SHEATHING, 1/2"

STEEL STUD

WR GYPSUM BACKING

BOARD, REGULAR, 5/8"

GROUT-FILL HOLLOW

METAL FRAME

GYPSUM BOARD, TYPE-X, 5/8"

3/ 4"

A2-302

B

LIGHT FIXTURE -

COORDINATE WITH

ELECTRICAL

INSULATED METAL DOOR

REFER TO DOOR

SCHEDULE (X10)

2' - 4"2' - 4"

STRUCTURAL STEEL FRAMING

LIMESTONE VENEER

3"x VENTED FASCIA

7" x 7" METAL GUTTER

WITH LEAF GUARD (X4)

REFER TO

STRUCTURAL

FOR TRUSS

CONFIGURATION

1/2" GLASS MAT

SHEATHING

AIR FLOW

METAL CEILING PANEL

CROSS SUPPORT

1" PREFINISHED

LINEAR METAL

CEILING PANELS 1" PREFINISHED METAL

SOFFIT PANEL

/6 4"

4" CONTINUOUS PERFORATED DRAIN TILE WITH

FILTER FABRIC. TIE INTO NEAREST STORM

DRAIN OR UNDER DRAIN. REFER TO CIVIL FOR

LOCATION OF STORM DRAINS. CONTRACTOR TO

PROVIDE SHOP DRAWINGS FOR CONNECTION

LOCATIONS.

T.O. FRAMING

13' - 6"

B.O. LIMESTONE BAND

10' - 0"

A

2"x1/8" THICK STAINLESS STEEL

LIMESTONE ANCHOR / WALL TIE

SECURED INTO STEEL

STRUCTURE

STEEL 'C' BREAK METAL

SHAPE/BENT PLATE.

COORDINATE WITH

STRUCTURAL

STAINLESS STEEL PIN DOWELED

INTO LIMESTONE

RIGID INSULATION

PANELS

STRUCTURAL STEEL

TUBE FRAMING. REFER

TO STRUCTURE

6" STL. STUD

STRUCTURAL STEEL

TUBE. REFER TO

STRUCTURE

1/16" (16 GA.) THICK POLISHED STAINLESS

STEEL WITH GRAIN RUNNING PARALLEL

WITH FACADE

CONTINUOUS STAINLESS STEEL

CLIP WITH MECHANICAL

FASTENERS AT 8" O.C.

CONTINUOUS SEALANT

WEEP

7" x 7" PREFINISHED

METAL GUTTER (X4)

CONTINUOUS THRU-WALL FLASHING

PRE-ENGINEERED ROOF TRUSS,

COORDINATE WITH STRUCTURAL

PREFINISHED METAL

VENTED FASCIA COVER (X9)

GUTTER STRAP AT 30" O.C.

GUTTER BRACKET AT 30"

O.C.

PERFORATED METAL

INSECT SCREEN

CONTINUOUS PRE-FINISHED

METAL DRIP EDGE

2' - 4"

PROJECTING LIMESTONE

BAND (X1)

PREFINISHED METAL

VENTED FASCIA

GYP BD.

1" PREFINISHED METAL

SOFFIT PANEL

FLUID APPLIED OR SELF-ADHERING

AIR-VAPOR BARRIER IN WALL ON

SHEATHING (AIR-VAPOR BARRIER)

1/2" MAT GLASS

SHEATHING

AIR SPACE

1 1/2"

CONTINUOUS STAINLESS STEEL DRIP

6" METAL STUDS

LIMESTONE COLUMN BEYOND

2"

EXTERIOR INSULATION FINISH

SYSTEM (EIFS) BASE COAT AND

FINISH COAT ON 1/2" GLASS MAT

SHEATHING

CONTINUOUS 'J' BEAD

BY EIFS INSTALLER

PREFINISHED METAL

SNOWGUARD (X2)

CROSS-VENTED INSULATED

ROOF PANEL SECURED TO

ROOF TRUSS

STANDING SEAM

METAL ROOF (X2)

AIR SPACE

RIGID INSULATION

ROOF SHEATHING,

COORDINATE WITH

STRUCTURAL

AIR FLOW

STONE

STEEL

STUD

EXTERIOR SHEATHING

STAINLESS STEEL WIND

ANCHOR

STEEL STUD FLANGE

VERIFY THAT SHIMS ARE

BE LARGE ENOUGH TO

DISTRIBUTE THE LOAD

3/8" DIA. BOLT - A307 STEEL

PLATE WASHER

STONESTEEL

STUD

A2-302

RECESS SHEATHING WHERE

CRUSHING WILL OCCUR

FROM LOAD

STONESTEEL

STUD

EXTERIOR SHEATHING

STAINLESS STEEL

DOVETAIL STRAP

ANCHOR

STEEL STUD FLANGE

SHIMS

3/8" DIA. BOLT - A307 STEEL

PLATE WASHER

STONESTEEL

STUD

COMPRESSIBLE MATERIAL

COMPRESSIBLE MATERIAL

SETTING MORTAR

POINTING MORTAR

US Army Corps of Engineers

U.S. ARMY CORPS OF ENGINEERS

LOUISVILLE DISTRICT ENGINEERING DIVISION

600 DR. MARTIN LUTHER KING, JR. PLACE

LOUISVILLE, KY 40202-2239

(502) 315-6368 PHONE

CONSULTANTS: ARCHITECT/ENGINEERS:

Consultants in Architecture, Engineering, Planning, and the Environment

Cincinnati Office 1880 Waycross Road Cincinnati, Ohio 45240

(513) 595-7915 Fax (513) 595-7939

Jacobs Engineering Group Inc.

Building Number

Project Number

Drawing Number o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

817CM3020

10/01/2019

CROWN HILL

NATIONAL CEMETERY - PHASE 1

INDIANAPOLIS, INDIANA

CERTIFIED FINAL (RTA)

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked Drawn

CE

RT

IF

IE

D

FI

NA

L (

RT

A)

NATIONAL CEMETERY

ADMINISTRATION

DESIGN AND

CONSTRUCTION

SERVICE

1/ 9/

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0:

A M

C :\U se rs

\h 2e dd ra h\ D oc um en ts

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5_ v2

8_ A_

SH

EL

TE

R

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rv t

A2-302C. MUDD S.

HICKERSON

WALL SECTIONS

SHELTER

3/4" = 1'-0"A2-301

4 WALL SECTION - 1

3/4" = 1'-0"A2-301

30 WALL SECTION - 2

1 1/2" = 1'-0"A2-302

5 SOFFIT AND WALL DETAIL

1 1/2" = 1'-0"

2 LIMESTONE CONNECTION DETAIL

6" = 1'-0"A2-302

1 LIMESTONE ANCHOR DETAIL

MARK REVISION DATE

1 Revision 1 Date 1