AM_05.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)

30-105-04 EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The Solicitation for FY18 TEMF Vehicle Maintenance Shop, Fort Hood, Texas is amended as follows.

NOTICE: Proposal Recipt date is 26 Oct 2018, at 2pm CDT, as previously announced.

See SF30 Continuation Sheet(s)

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA 15C. DATE SIGNED 15B. 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 9A. AMENDMENT OF SOLICITATION NO.

W912618R1986

X 9B. DATED (SEE ITEM 11)

27-Aug-2018

10B. DATED (SEE ITEM 13)

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

23-Oct-2018

CODE

US ARMY ENGINEER DISTRICT, FORT WORTH

ATTN: CESWF-CT

819 TAYLOR ST, ROOM 2A19

P.O. BOX 17300

FORT WORTH TX 76102-0300

W9126G 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODE CODE

EMAIL: TEL:

W9126G18R1986

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

CHANGES TO SOLICITATION W9126G18R1986

CHANGES TO THE SPECIFICATIONS

1. Replacement Section - The following specification section noted W9126G18R1986, AMENDMENT 0005, are replaced in their entirety.

09 06 00 COLOR SCHEDULE

CHANGES TO THE DRAWINGS

2. Volume 1 Replacement Drawings - The following revised drawings noted W9126G18R1986, AMENDMENT

0005 below, are replaced in their entirety.

C-501 PAVING DETAIL 1

C-507 HANDICAP ACCESS DETAIL 1 AND PAVING JOINT DETAILS

End of Summary of Changes

SECTION 09 06 00

COLOR SCHEDULE

05/09

Amendment No. 0005

PART 1 GENERAL

1.1 SUMMARY

This section covers only the color of exterior and interior materials and products that are exposed to view in the finished construction. The word "color", as used herein, includes surface color and pattern. Requirements for quality, product specifications, and method of installation are covered in other appropriate sections of the specifications. Specific locations where the various materials are required are shown on the drawings if not identified in this specification. Items not designated for color in this section may be specified in other sections. When color is not designated for items, propose a color for approval.

PART 2 PRODUCTS

2.1 COLOR SCHEDULE

The color schedule information provided in the following paragraphs lists the colors, patterns and textures required for exterior and interior finishes, including both factory applied and field applied colors. Where color is shown as being specific to one manufacturer, an equivalent color by another manufacturer may be submitted for approval. Manufacturers and materials specified are not intended to limit the selection of equal colors from other manufacturers. In the case of difference between the drawings and specifications, colors identified in this specification govern.

2.2 EXTERIOR FINISHES

2.2.1 Exterior Walls

Exterior wall colors apply to exterior wall surfaces including recesses at entrances and projecting vestibules. When applicable, paint conduit to closely match the adjacent surface color. Provide wall colors to match the colors listed below.

2.2.1.1 Limestone

Indigenous Texas Limestone, Ashlar Coursing. Picture of color and size to match is available by request from architect's office.

2.2.1.2 Mortar

White

2.2.1.3 Mechanical Screen Wall Concrete Masonry Units (Integrally Colored)

W9126G18R1986, AMENDMENT 0005

Color to match Featherlite "Chalk".

2.2.1.4 Metal Wall Panels, Hardware, and Associated Trim

Color to match Pantone 13-1009 TPX - "Biscotti."

2.2.1.5 Precast Concrete

Smooth, color "Buff."

2.2.1.6 Cast Stone

Smooth, color "Buff."

2.2.1.7 Glass and Glazing

Light Bronze Tint.

2.2.1.8 Paint

Match adjacent material.

2.2.1.9 Architectural Screens

Color to match Pantone 13-1009 TPX - "Biscotti."

2.2.2 Exterior Trim

Provide exterior trim to match the colors listed below.

2.2.2.1 Steel Doors and Door Frames

Color to match Pantone 17-1312 TPX - "Silver Mink."

2.2.2.2 Aluminum Doors and Door Frames

Clear Anodized Aluminum.

2.2.2.3 Aluminum Windows (mullion, muntin, sash, trim, and sill)

Clear Anodized Aluminum.

2.2.2.4 Insulated Translucent Fiberglass Panel Wall and Skylight System Frames

Clear Anodized Aluminum

2.2.2.5 Insulated Translucent Fiberglass Panel Wall and Skylight System Panels

White

2.2.2.6 Curtain Wall and Glazed Assemblies Frames

Clear Anodized Aluminum

2.2.2.7 Fascia

Color to match Pantone 17-1312 TPX - "Silver Mink."

2.2.2.8 Soffits and Ceilings

Color to match Pantone 17-1312 TPX - "Silver Mink."

2.2.2.9 Downspouts and Gutters

Color to match Pantone 17-1312 TPX - "Silver Mink."

2.2.2.10 Metal Wall Louvers

Color to match Pantone 17-1312 TPX - "Silver Mink."

2.2.2.11 Flashings

Match adjacent material in color.

2.2.2.12 Coping

Match adjacent material in color.

2.2.2.13 Handrails

Color to match Pantone 17-1312 TPX - "Silver Mink."

2.2.2.14 Guardrails

Color to match Pantone 17-1312 TPX - "Silver Mink."

2.2.2.15 Caulking and Sealants

Match adjacent material in color.

2.2.2.16 Stringers and Stair Framing

Color to match PAC-Clad "Granite."

2.2.2.17 Bollards

Match PANTONE Process Yellow C

2.2.2.18 Metal Solar Shades

Clear Anodized Aluminum.

2.2.2.19 Metal Canopies

Clear Anodized Aluminum.

2.2.2.20 Control Joints

Match adjacent material in color.

2.2.2.21 Expansion Joint and/or Covers

Match adjacent material in color.

2.2.3 Exterior Roof

Apply roof color to exterior roof surfaces including sheet metal flashings and copings, snow guards, mechanical units, mechanical penthouses, roof trim, pipes, conduits, electrical appurtenances, and similar items.

Provide roof color to match the colors listed below.

2.2.3.1 Metal

Color to match Pantone 14-4501 TPX - "Silver Lining" or Pantone 11-0602 TPX "Snow White" or "Galvalume" color (note: do not provide exterior galvalume finish).

2.2.3.2 Penetrations

Match roof in color.

2.3 INTERIOR FINISHES

2.3.1 Interior Floor Finishes

Provide flooring materials to match the colors listed in the drawings in the INTERIOR COLOR FINISH LEGEND unless noted otherwise below.

2.3.2 Interior Base Finishes

Provide base materials to match the colors listed in the drawings in the INTERIOR COLOR FINISH LEGEND unless noted otherwise below.

2.3.3 Interior Wall Finishes

Apply interior wall color to the entire wall surface, including reveals, vertical furred spaces and columns, grilles, diffusers, electrical and access panels, and piping and conduit adjacent to wall surfaces unless otherwise specified. Paint items not specified in other paragraphs to match adjacent wall surface. Provide wall materials to match the colors listed in the drawings in the INTERIOR COLOR FINISH LEGEND unless noted otherwise below .

2.3.4 Interior Ceiling Finishes

Apply ceiling colors to ceiling surfaces including soffits, furred down areas, grilles, diffusers, registers, and access panels. In addition, apply ceiling color to joists, underside of roof deck, and conduit and piping where joists and deck are exposed and required to be painted.

Provide ceiling materials to match the colors listed in the drawings in the INTERIOR COLOR FINISH LEGEND unless noted otherwise below.

2.3.5 Interior Trim

Provide interior trim to match the colors listed in the drawings in the INTERIOR COLOR FINISH LEGEND unless noted otherwise below.

2.3.6 Interior Window Treatment

Provide window treatments to match the colors listed in the drawings in the INTERIOR COLOR FINISH LEGEND.

2.3.7 Interior Miscellaneous

Provide miscellaneous items to match the colors listed in the drawings in the INTERIOR COLOR FINISH LEGEND unless noted otherwise below.

2.3.8 Organization Storage Building Interior Finishes

All gypsum board walls must be painted to match SHERWIN WILLIAMS REPOSE GRAY SW7015. All gypsum board walls must have rubber base. All interior metal panel finishes, including liner panel finishes, must match SHERWIN WILLIAMS REPOSE GRAY SW7015. All exposed structure must be be painted to match SHERWIN WILLIAMS REPOSE GRAY SW7015. ( AM#5)All concrete surfaces above grade, including the finished concrete floor surfaces, must have floor hardener applied. Reference specification 03 30 00.00 10 CAST-IN-PLACE CONCRETE for floor hardener data and application method.(/AM#5)

2.3.9 Distribution Storage Building Interior Finishes

All interior metal panel finishes, including liner panel finishes, must match SHERWIN WILLIAMS REPOSE GRAY SW7015. All exposed structure must be be painted to match SHERWIN WILLIAMS REPOSE GRAY SW7015. (AM#5)All concrete surfaces above grade, including the finished concrete floor surfaces, must have floor hardener applied. Reference specification 03 30 00.00 10 CAST-IN-PLACE CONCRETE for floor hardener data and application method.(/AM#5)

2.3.10 POL and HAZMAT Storage Building Interior Finishes

Provide manufacturer's recommended finish.

2.3.11 Unmanned Aerial Vehicle Storage Building Interior Finishes

All interior metal panel finishes, including liner panel finishes, must match SHERWIN WILLIAMS REPOSE GRAY SW7015. All exposed structure must be be painted to match SHERWIN WILLIAMS REPOSE GRAY SW7015. (AM#5)All concrete surfaces above grade, including the finished concrete floor surfaces, must have floor hardener applied. Reference specification 03 30 00.00 10 CAST-IN-PLACE CONCRETE for floor hardener data and application method.(/AM#5)

PART 3 EXECUTION

Not Used

-- End of Section --

C-501

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PAVING NOTES:

REF

A

N.T.S.

REF

N.T.S.

REF

N.T.S.

THICKENED EDGE

3'-0"

THICKENED EDGE

3'-0"

PRIME COAT

AND NEW RIGID PAVEMENT

JUNCTURE OF NEW FLEXIBLE

REF

N.T.S.

MATERIAL

EXISTING UNDERLYING

PAVEMENT

EXISTING BITUMINOUS

CONCRETE WITHOUT A FORM

LINE AND PLACE

MATERIALS TO A NEAT

EXCAVATE EXISTING

3'-0" THICKENED EDGE

AND EXISTING FLEXIBLE PAVEMENT

JUNCTURE OF NEW RIGID

COAT

TACK

9" PORTLAND CEMENT CONCRETE(NON-REINFORCED)

1 1/2" HOT-MIX SURFACE COURSE

95 PERCENT OF LABORATORY MAXIMUM DENSITY (ASTM D 1557)

6" AGGREGATE BASE COURSE COMPACTED TO AT LEAST

100 PERCENT OF LABORATORY MAXIMUM DENSITY (ASTM D 1557)

7" AGGREGATE BASE COURSE COMPACTED TO AT LEAST

LABORATORY MAXIMUM DENSITY (ASTM D 1557)

6" RAW SUBGRADE COMPACTED TO AT LEAST 90 PERCENT OF

DRIVEWAYS TRACKED VEHICLES)

(CONCRETE HARDSTAND

PAVEMENT SECTION

TYPICAL RIGID(NON-REINFORCED)

PRIME COAT

N.T.S.

COAT

TACK

B

C

E

F

TACK COAT

REF

N.T.S.

J

TACK COAT

EXIST. CONC.

PRIME COAT

3'-0" THICKENED EDGE

EXISTING P.C. CONCRETE PAVEMENT

TO BE UNDISTURBED

MATERIAL

EXISTING UNDERLYING

3'-0" THICKENED EDGE

CONCRETE WITHOUT A FORM

LINE AND PLACE

MATERIALS TO A NEAT

EXCAVATE EXISTING

REF

K

AND EXISTING TANK TRAIL

JUNCTURE OF NEW RIGID

REF

L

SPILL CONTAINMENT BERM

TYPICAL SECTION-RIGID PAVEMENT

.2

3' - 0"

"1

CRUSHED GRAVEL

EXISTING

TANK TRAIL

LABORATORY MAXIMUM DENSITY (ASTM D 1557)

4" AGGREGATE BASE COURSE COMPACTED TO AT LEAST 95 PERCENT OF

LABORATORY MAXIMUM DENSITY (ASTM D 1557)

6" AGGREGATE SURFACE COURSE COMPACTED TO AT LEAST 100 PERCENT OF

N.T.S.

D

FENCE PERIMETER

TYPICAL GRAVEL SECTION

NON-TRACKED VEHICLES POL PARKING)

PAVEMENT SECTION (ACCESS DRIVEWAYS

TYPICAL FLEXIBLE

CP106, CP108

CP104, CP105

CP101, CP103

REF

CP106

CP103, CP105

CP101, CP102

REF

GEOTEXTILE

NONWOVEN

INSTALL 8 oz

CP101

CP101

REF

N.T.S.

3" MAX

IF REQUIRED

REINFORCING STEEL

G

THICKENED EDGE

3'-0"

3'-0" THICKENED EDGE

CP 103

CP105 CP107

CP104

EXIST. CONC.

EXISTING P.C. CONCRETE PAVEMENT

TO BE UNDISTURBED

MATERIAL

EXISTING UNDERLYING

REF

N.T.S.

3'-0" THICKENED EDGE

H

CP108

AND EXISTING RIGID PAVEMENT

JUNCTURE OF NEW FLEXIBLE

AND EXISTING RIGID PAVEMENT

JUNCTURE OF NEW RIGID

AND NEW RIGID PAVEMENT

JUNCTURE OF NEW REINFORCED

16-INCHES O.C.E.W.

7 1/2" PORTLAND CEMENT(REINFORCED)WITH NO. 4 BARS SPACED

/2

CP103

CP101

/2

PAVEMENT SECTION

TYPICAL RIGID(REINFORCED)

CP107

CP105, CP106

SEE C-503

JOINT

EXPANSION

SEE C-503

JOINT

EXPANSION

US Army Corps

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DETECTABLE WARNINGS

GENERAL NOTES FORWARNING SURFACE

DETECTABLE

AND USUAL

4" MAX

LANDING

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6" MIN

CURB

FACE OF

SURFACE ON LANDING AT STREET EDGE.

TYPICAL PLACEMENT OF DETECTABLE WARNING

PLAN

SECTION

M A

X

:1

WIDTH IN 20'-0"

6'-0" SIDEWALK

NARROW BACK TO

RAMP

8'-0"

6'-0"

CURB

TERMINATE

6'-0"

CURB

TERMINATE

6'-0"

S

LO

P E

1:10

S

LO

P E 1

:1

NOT EXCEED 1:10

FLARED SLOPE SHALL

N.T.S.

ACCESSIBLE RAMP DETAIL

" JOINT SEALANT4

3" X8

BUTT JOINT

PAVEMENT

BITUMINOUS

GUTTER LINE

SLOPE TO MEET

TO 6" HIGH

VARIES FROM 0"

CURB BEYOND

GRADE

FINISHED

CONC. WALK

4" THICK

LIP OF GUTTER

CURB

BACK OF

SIDE (TYP.)

FLARED

A

C-507

B

B

C-507

MANUFACTURER'S PRODUCT MANUAL FOR PROPER INSTALLATION.

7. FOR OTHER MATERIALS, REFER TO THE

CORNER RADIUS.

DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE

MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB.

EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A

6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE

ACCESS ROUTE ENTERS THE STREET.

FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE PEDESTRIAN

DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND THE

5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN

RAMP TYPE.

FOR THE DETECTABLE WARNING SURFACE FOR EACH CURB

4. SHEET C507 INDICATE THE APPROXIMATE DIMENSIONS

TRAVEL WHEN ENTERING THE STREET.

3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN

NOT ALLOW WATER TO ACCUMULATE.

2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND

UNLESS SPECIFIED ELSEWHERE IN THE PLANS.

DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED CONCRETE,

INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED

SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES,

CONSISTS OF RAISED TRUNCATED DOMES. THE

1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAT

REF

CS-106

B

REF

CS-106 N.T.S.

DETECTABLE WARNINGS

JOINT SEALANT

BUTT JOINT

d

CONSTRUCTION JOINTS

(SEE NOTE 2)

THICKENED EDGE

3'-0" MIN

JOINT SEALANT

THRU PAVMT.

PROJECTING

STRUCTURE

OR OTHER

MANHOLE

JOINT FILLER

3/4" NON-EXTRUDING

3"

EXPANSION JOINTS

AT STRUCTURES

NOTE: SEE JOINT SEALANT DETAILS D/502.

N.T.S.

(NON-REINFORCED PAVEMENTS)

JOINT SEALANT

BUTT JOINT

d

CONSTRUCTION JOINTS

(NON-REINFORCED PAVEMENTS)

3" MAX3" MAX

N.T.S.

(REINFORCED PAVEMENTS)

JOINT SEALANT

d

CONTRACTION JOINT

(REINFORCED PAVEMENT)

d

JOINT SEALANT

CONTRACTION JOINT

(NON-REINFORCED PAVEMENT)

/8

/2 /8

/8

3" MAX 3" MAX

/8

/2 /8

/8

\TRANSVERSETRANSVERSE

LONGITUDINAL

LONGITUDINAL

/2 /8

/2 /8

12" O.C. (ONE END PAINTED AND OILED)

3/4" DOWEL BAR 16" LENGTH

2'-6" LONG @ 2'-6" O.C. (LONG.)

(TRANS.) OR #5 DEF. STEEL TIE BAR

3/4" DOWEL - ONE END PAINTED AND OILED

2'-6" LONG @ 2'-6" O.C. (LONG.)

(TRANS.) OR #5 DEF. STEEL TIE BAR

1" DOWEL - ONE END PAINTED AND OILED

PAINTED AND OILED)

12" O.C. (ONE END

1" DOWEL BAR 16" LENGTH

/2

/2

/2

16" O.C.E.W

#4 BARS AT

US Army Corps

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