amend_4.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: The submission date and time for the contractor proposal(s) has been extended to 26 Oct 2018, at 2pm CDT.

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

19-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

1. The submission date and time for the contractor proposal(s) has been extended to 26 Oct 2018, at 2pm CDT.

2. The Specification Sections noted under “CHANGES TO THE SPECIFICATIONS” have been replaced with new sections as part of refinements to the project design.

3. The Drawings noted under “CHANGES TO THE DRAWINGS” below have been replaced with new sheets as part of refinements to the project design.

CHANGES TO SOLICITATION W9126G18R1986

CHANGES TO THE SPECIFICATIONS

1. Replacement Sections - The following specification sections noted W9126G18R1986, AMENDMENT 0004, are replaced in their entirety.

00 10 00 SOLICITATION, OFFER AND AWARD, SF-1442

09 06 00 COLOR SCHEDULE

32 92 26 SPRIGGING AND SODDING

CHANGES TO THE DRAWINGS

2. Volume 1 Replacement Drawings - The following revised drawings noted W9126G18R1986, AMENDMENT 0004 below, are replaced in their entirety.

CG103 GRADING PLAN III

CU103 UTILITY PLAN III

` C-531 MISCELLANEOUS DETAILS

3. Volume 2 Replacement Drawings - The following revised drawings noted W9126G18R1986, AMENDMENT 0004 below, are replaced in their entirety.

1S-003 GENERAL STRUCTURAL NOTES AND DETAILS III

1A-107 1ST FLOOR REFLECTED CEILING PARTIAL PLAN AREA A

1A-403 MILLWORK DETAILS

1 I 602 FINISH SCHEDULE

1M-201 MAINT. BAY ELEVATIONS

1MH101 1ST FLOOR HVAC PLAN - A

1MH102 1ST FLOOR HVAC PLAN - B

4. Volume 3 Replacement Drawing - The following revised drawing noted W9126G18R1986, AMENDMENT 0004 below, is replaced in its entirety.

2S-002 GENERAL STRUCTURAL NOTES AND DETAILS II

End of Summary of Changes

Firm-Fixed Priced construction project to Construct a Tactical Equipment Maintenance Facility at Fort Hood, Texas.

This is an Unrestricted Acquisition. The construction magnitude of this project is betw een $25,000,000 to $100,000,000.

NAICS Code: 236220 FSC: Y1EA Size Standard: $36.5 million

**If the contractor fails to provide adequate and acceptable bond documents and insurance certif icate w ithin ten days af ter contract aw ard, such f ailure shall constitute ground for termination f or default w ithout the requirement for the Contracting Off icer to f irst issue a "show cause" letter. The Government w ill not allow the contractor to w ork on the project unless the bond documents and insurance certif icate have been accepted by the Contracting Off icer and a signed Notice to Proceed has been issued to the contractor.

KRISTI LIKES 817.886.1088

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 (RFP)

(IFB)

X

CALL:

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

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 ________720 calendar days after receiving aw ard, X notice to proceed. This performance period is mandatory, negotiable. (See _________________________FAR 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 __________0 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________ (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

US ARMY ENGINEER DISTRICT, FORT WORTH

ATTN: CESWF-CT

819 TAYLOR ST, ROOM 2A17

FORT WORTH TX 76102-0300

W9126G

PAGE OF PAGES

1 OF

CODE W9126G

(Title, identifying no., date):

12B. CALENDAR DAYS

(hour)

Sealed envelopes containing offers

CESWF-EC

819 TAYLOR STREET, ROOM 4A17

FORT WORTH, TX 76102

FORT WORTH TX 76102

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

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

817-886-6403FAX:TEL: 817-886-1043 TEL: 817-886-1680 FAX:

W9126G18R1986 2

27 AUGUST 2018

11 October 2018

2PM

(AM#0004

26 (AM#0004)

W9126G18R1986, AMENDMENT 0004

SECTION 00 10 00

M2ECAJMC

Line

M2ECAJMC

Rectangle

M2ECAJMC

Typewritten Text

M2ECAJMC

Line

M2ECAJMC

Rectangle

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

W9126G18R1986, AMENDMENT 0004

SECTION 09 06 00

COLOR SCHEDULE

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)

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

2.2.2.2

2.2.2.3

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

Aluminum Doors and Door Frames

Clear Anodized Aluminum.

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

2.2.2.7

2.2.2.8

2.2.2.9

Curtain Wall and Glazed Assemblies Frames

Clear Anodized Aluminum

Fascia

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

Soffits and Ceilings

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

Downspouts and Gutters

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

2.2.2.10 Metal WallLouvers

Color to match Pantone 17-1312 TPX - "Silver

Mk."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 (AM#0004) unless noted otherwise below

(AM#0004) .

2.3.2 Interior Base Finishes

Provide base materials to match the colors listed in the drawings in the INTERIOR COLOR FINISH LEGEND (AM#0004) unless noted otherwise below. (AM#0004)

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 (AM#0004) unless noted otherwise below (AM#0004) .

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 i n the drawings in the INTERIOR COLOR FINISH LEGEND ( AM#0004) unless noted otherwise below

(AM#0004) .

2.3.5 Interior Trim

Provide interior trim to match the colors listed in the drawings in the

INTERIOR COLOR FINISH LEGEND (AM#0004) unless noted otherwise below (AM#0004) .

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 (AM#0004) unless noted otherwise below

(AM#0004) .

(AM#4)

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.

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.

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.

PART 3 EXECUTION

Not Used

-- End of Section --

(AM#4)

SECTION 32 92 26

SPRIGGING AND SODDING

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

TURFGRASS PRODUCERS INTERNATIONAL (TPI)

TPI GSS (1995) Guideline Specifications to Turfgrass Sodding

ASTM D4972 (2013) pH of Soils

TURFGRASS PRODUCERS INTERNATIONAL (TPI)

TPI GSS (1995) Guideline Specifications to Turfgrass Sodding

U.S. DEPARTMENT OF AGRICULTURE (USDA)

AMS Seed Act (1940; R 1988; R 1998) Federal Seed Act

DOA SSIR 42 (1996) Soil Survey Investigation Report No. 42, Soil Survey Laboratory Methods Manual, Version 3.0

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI Z60.1-2015 American Standard for Nursery Stock

1.2 DEFINITIONS

1.2.1 Stand of Turf

80-90 percent ground cover of the established species for slopes 4(H)or steeper;70-80 percent for slopes less than 4:1 and 95 percent ground cover of established species on 2 percent sloped areas.

1.3 RELATED REQUIREMENTS

Section 31 00 00 EARTHWORK, Section 32 92 31.00 44 ESTABLISHMENT OF TURF and 32 93 31.00 44 LANDSCAPE ESTABLISHMENT applies to this section for pesticide use and plant establishment requirements, with additions and modifications herein.

(AM#0004)

(AM#0004)

1.4 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Wood cellulose fiber mulch

Fertilizer

Bulk deliveries of fertilizer shall be accompanied by a certificate indicating net pounds furnished, chemical analysis name, trade name and warranty of the supplier of the fertilizer.

SD-06 Test Reports

Topsoil composition tests including reportst and recommendations.

SD-07 Certificates

State certification and approval for seed

Sod farm certification for sprigs. Indicate type of sprig in accordance with TPI GSS and ANSI Z60.1-2015.

SD-08 Manufacturer's Instructions

1.5

Erosion Control Materials

DELIVERY, STORAGE, AND HANDLING

1.5.1 Delivery

1.5.1.1 Sprig Protection

Protect from drying out and from contamination during delivery, while in 'on-site' storage, and handling during installation.

1.5.1.2 Fertilizer Delivery

Deliver to the site in original, unopened containers bearing manufacturer's chemical analysis, name, trade name, trademark, and indication of conformance to state and federal laws. Instead of containers, fertilizer may be furnished in bulk with certificate indicating the above information.

1.5.2 Storage

1.5.2.1 Sprig Storage

Lightly sprinkle with water, cover with moist burlap, straw, or other approved covering; and protect from exposure to wind and direct sunlight until planted. Provide covering that will allow air to circulate so that internal heat will not develop. Do not store longer than 24 hours. Do not store directly on concrete or bituminous surfaces.

1.5.2.2 Sod Storage

Protect from drying out and from contamination during delivery, on-site storage and installation planting operations

1.5.2.3 Seed, Fertilizer Storage

Store in cool, dry locations away from contaminants.

1.5.2.4 Topsoil

Prior to stockpiling topsoil, the areas to be stripped shall be treated with a herbicide to eradicate notious weeds. After hericide treatment, strip topsoil to a depth of 6 inches within the proposed grading limits shown on drawings. Spread topsoil on areas already graded and prepared for topsoil, or transport and deposit in stockpiles convenient to areas that are to receive an application of topsoil later. Keep topsoil separate from other excavated materials, brush, litter, objectionable weeds, roots, stones larger than 2 inches in diameter and other materials that would interfere with planting and maintenance operations.

Clear and grub existing vegetation three to four weeks prior to stockpiling topsoil.

1.5.2.5 Handling

Do not drop or dump materials from vehicles.

1.6 TIME RESTRICTIONS AND PLANTING CONDITIONS

1.6.1 Restrictions

Do not plant when the ground is frozen, snow covered, muddy, or when air temperature exceeds 90 degrees Fahrenheit.

1.7 TIME LIMITATIONS

1.7.1 Sprigging

Perform sprigging a maximum of twenty four hours after initial harvesting.

PART 2 PRODUCTS

2.1 SPRIGS

2.1.1 Classification

Healthy living stems, stolons, or rhizomes and attached roots of locally adapted grass without adhering soil, including two to three nodes and from 4 to 6 inches long. Obtain from heavy, dense certified sod as classified in the TPI GSS. Provide sprigs which have been grown under climatic conditions similar to those in the locality of the project. Coordinate harvesting and planting operations to prevent exposure of sprigs to the sun for more than 30 minutes before covering and moistening. Sprigs containing weeds or other detrimental material or that are heat damaged will be rejected.

2.1.2 Planting Dates

The following dates are guidelines. The contractor shall adjust planting based on projected weather forecast and soil temperature.

Cover Grasses

Latin Name Common Name Planting Window

Muhlenbergia lindheimeri Lindheimer Muhly February 15 to May 30

Panicum virgatum var.'Alamo'

Switchgrass February 15 to May 30

Bouteloua dactyloides var.'Prairie'

Buffalograss April 15 to November 15

2.2 SEED

2.2.1 Seed Classification

State-certified seed of the latest season's crop shall be provided in original sealed packages bearing the producer's guaranteed analysis for percentages of mixture, purity, germination, hard seed, weed seed content, and inert material. Labels shall be in conformance with AMS Seed Act and applicable state seed laws.

2.2.2 Temporary Cover Grasses

Botanical Name

Common Name Minimum Percent Pure

Seed

Minimum Percent Germination

Maximum Percent Weed Seed

Secale cereale

Rye Grain, Cereal

98 85 5%

2.3 TURF GRASS SOD

2.3.1 Classification

Nursery grown, certified as classified in the TPI GSS. Machine cut sod at a uniform thickness of 3/4 inch , excluding top growth and thatch. Each individual sod piece shall be strong enough to support its own weight when lifted by teh ends. Broken pads, irregularly shaped pieces, and torn or uneven ends will be rejected. Wire staples for anchorage shall be as recommended by sod supplier.

2.3.2 Purity

Sod species shall be genetically pure, free of weeds, pest, and diease.

2.3.3 Composition

a. Well rooted certified sod, at least 18 months old.

Buffalograss prairie, Buchloe dactyloides var. 'Prairie'

b. Sod and attached soil shall be free of noxious weeds such as but not limited to, Annual Sow-thistle, Dandelion, Dollarweed, Common Groundsel, Henbit, Spotted Spurge and Turnip-weed.

c. Mowed in production field to height of not more than two and one half (2 1/2) inches within five (5) day prior of lifting.

d. Machine cut large rolls to a depth equall to growth of fibrous roots, uniform soil thickness of 3/4 inch, plus or minus 1/4 inch.

Measurement for thickness to exclude top growth.

2.4 TOPSOIL

2.4.1 On-Site Topsoil

Surface soil stripped and stockpiled on site and modified as necessary to meet the requirements specified for topsoil in paragraph entitled "Composition". When available topsoil shall be existing surface soil stripped and stockpiled on-site in accordance with Section 31 00 00

EARTHWORK.

2.4.2 Off-Site Topsoil

Conform to requirements specified in paragraph entitled "Composition."

Additional topsoil shall be obtained from topsoil borrow areas indicated.

2.4.3 Composition

Containing from 5 to 10 percent organic matter as determined by the topsoil composition tests of the Organic Carbon, 6A, Chemical Analysis Method described in DOA SSIR 42. Maximum particle size, 3/4 inch, with maximum 3 percent retained on 1/4 inch screen. The pH shall be tested in accordance with ASTM D4972. Topsoil shall be free of sticks, stones, roots, and other debris and objectionable weed materials. Other components shall conform to the following limits:

pH 5.5 to 6.8

Soluble Salts 600 ppm maximum

2.5 FERTILIZER

2.5.1 Granular Fertilizer

Organic, granular controlled release fertilizer containing the following minimum percentages, by weight, of plant food nutrients:

5 percent available nitrogen 3 percent available phosphorus 2 percent available potassium

Fertilizer shall be applied to sod areas only. Apply fertilizer to seeded areas only afte a stand of grass is established.

2.6 WATER

Source of water shall be approved by Contracting Officer and of suitable quality for irrigation containing no element toxic to plant life.

PART 3 EXECUTION

3.1 PREPARATION

3.1.1 EXTENT OF WORK

Provide soil preparation fertilizing, and sprigging, of all newly graded finished earth surfaces, unless indicated otherwise, and at all areas inside or outside the limits of construction that are disturbed by the Contractor's operations.

3.1.2 Soil Preparation

Provide 6 inches of on-site topsoil to meet indicated finish grade. After areas have been brought to indicated finish grade, incorporate fertilizer into soil a minimum depth of 4 inches by disking, harrowing, tilling or other method approved by the Contracting Officer. Remove debris and stones larger than 3/4 inch in any dimension remaining on the surface after finish grading. Correct irregularities in finish surfaces to eliminate depressions. Protect finished topsoil areas from damage by vehicular or pedestrian traffic.

(AM#0004) Apply soil (AM#0004) conditioners at rates as determined by laboratory soil analysis of the soils at the job site. (AM#0004) For bidding purposes only apply at rates for the following:

3.1.2.2 Application Rates (AM#0004)

3.2 SPRIGGING INSTALLATION

Prior to installing sprigs, any previously prepared surface compacted or damaged shall be reworked to meet the requirements of paragraph Soil Preparation. Areas shall be sprigged as indicated.

W9126G18R1986, AMENDMENT 0004

M2ECAJMC

Line

M2ECAJMC

Line

Line

3.2.1 Installing Sprigs

The sprigging method shall be row Sprigging. Planting shall be installed to (AM#0004) shall (AM#0004) ensure even coverage.

3.2.1.1 Broadcast Sprigging

Sprigs shall be planted uniformly by hand, with mechanical equipment, or other approved method. Sprigs shall be planted to provide a minimum number of 5 viable sprigs per square yard. The distance between individual sprigs shall be a maximum 1 foot 6 inches space. Sprigs shall be forced into the soil to a minimum 3 inch depth by disk-rolling, pressing with steel matting, or other approved method.

3.2.1.2 Hydroplanting

Sprigs shall be mixed with water and uniformly applied under pressure over the entire area. Sprigs shall be covered by distributing a topdressing uniformly and evenly to a minimum 1 inch depth. Topdressing shall conform to the paragraph TOPSOIL.

3.2.1.3 Row Sprigging

Sprigs shall be planted in rows spaced a maximum of 18 inches apart and to a minimum 1 inch depth, with mechanical sprig planter or other methods. Sprigs shall be placed in the rows a maximum 18 inch distance apart.

3.2.2 Mulching

3.2.2.1 Hardwood Mulch

Straw mulch shall be spread uniformly at the rate of 2 tons per acre.

Mulch shall be spread by hand, blower-type mulch spreader, or other approved method. Mulching shall be started on the windward side of relatively flat areas or on the upper part of steep slopes, and continued uniformly until the area is covered. The mulch shall not be bunched or clumped. Sunlight shall not be completely excluded from penetrating to the ground surface. All areas installed with seed shall be mulched on the same day as the seeding. Mulch shall be anchored immediately following spreading.

3.2.2.2 Mechanical Anchor

Mechanical anchor shall be a V-type-wheel land packer; a scalloped-disk land packer designed to force mulch into the soil surface; or other suitable equipment.

3.2.2.3 Wood Cellulose Fiber, Paper Fiber and Recycled Paper

Wood cellulose fiber, paper fiber, or recycled paper shall be applied as part of the hydroseeding operation. The mulch shall be mixed and applied in accordance with the manufacturer's recommendations.

W9126G18R1986, AMENDMENT 0004

Line

3.2.3 Applying Seed Over Sprigs

Seed shall be applied using either hydroseeding equipment and methods.

Seeding procedure shall ensure even coverage. Gravity feed applicators, which drop seed directly from a hopper onto the prepared soil, shall not be used.

3.2.3.1 Hydroseeding

Seed shall be mixed to ensure broadcast at the rate of 8 pounds per 1000 square feet. Seed and fertilizer shall be added to water and thoroughly mixed at the rates specified. The maximum time period for the seed to be held in the slurry shall be 24 hours. Wood cellulose fiber mulch and tackifier shall be added at the rates recommended by the manufacturer after the seed, fertilizer, and water have been thoroughly mixed to produce a homogeneous slurry. Slurry shall be uniformly applied under pressure over the entire area. The hydroseeded area shall not be rolled.

3.2.4 Rolling

The entire area shall be firmed with a roller not exceeding 90 pounds per foot roller width. Slopes over a maximum 3-horizontal-to-1 vertical shall not be rolled.

3.2.5 Finishing

A minimum 25 percent of the installed sprigs shall extend above the ground surface upon completion of the sprigging operation.

3.2.6 Erosion Control Material

Install in accordance with manufacturer's instructions, where indicated or as directed by the Contracting Officer.

3.2.7 Watering Sprigs

Watering shall be started immediately after completing each day of sprigging. Water shall be applied at a rate sufficient to ensure moist soil conditions to a minimum 1 inch depth. Run-off, puddling, and wilting shall be prevented. Unless otherwise directed, watering trucks shall not be driven over turf areas. Watering of other adjacent areas or plant material shall be prevented.

3.3 PROTECTION OF TURF AREAS

Immediately after turfing, protect area against traffic and other use.

3.4 RESTORATION

Restore to original condition existing turf areas which have been damaged during turf installation operations. Keep clean at all times at least one paved pedestrian access route and one paved vehicular access route to each building. Clean other paving when work in adjacent areas is complete.

-- End of Section --

CG103

G

R A

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G P

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N

40'10'0 20'

L

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M E

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D O D

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P .E

:1

7:1

TO

:1

SLOPE

VARI

ES

GF

GROUND

EXISTING

GRADE

FINISHED

A A

DITCH SECTION A-A

3. SEE SHEET C-530 FOR BIO-RETENTION POND DETAILS.

2. SEE SHEET C-002 FOR GENERAL NOTES AND LEGEND.

1. SEE SHEET C-001 FOR GENERAL NOTES.

NOTE:

c c c

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N D

20' CIRCULATION LANE

QUALITY POND

WATER

BIO-RENTENTION

U.S. BUFFER

WATERS OF THE

W

W

G

T A

N K W

A S

H L

A K

E

B B

B B

B B

B B

B B

B B

B B

B B

B B

B

ST

SO

ST

SO

ST

SO

A -3

W

W

ABANDONED POWER BOX

D

BOOSTER PUMP

WP

P4

P5

P5

P5

P5

P5

P5

P5

P5

P5

P5

P5

P5

P4

112.

H

P4

C

C

H

G F .7

F F .3

G

F .7

F F .3

TC 888.62

MATCH LINE CG101

MATCH LINE CG103

MATCH LINE CG103

MATCH LINE CG105

M A

T C

H L

IN

E C

G

M A

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H L

IN

E C

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M A

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H L

IN

E C

G

M A

T C

H L

IN

E C

G

887.72 880.74

887.19

887.19 887.56

TC 887.72

FL=886.12

E=3107249.99

N=10390721.06

DITCH

GRADING LIMITS

S S S S

8'

S S S

S S S

8'

TOP=887.00

E=3107377.76

N=10390702.78

1' WIDE DITCH

TOP=885.66

E=3107426.71

N=10391044.93

1' WIDE DITCH

TOP=885.72

E=3107425.55

N=10391045.09

1' WIDE DITCH

TOP=885.52

E=3107495.59

N=10391036.25

1' WIDE DITCH

LIMITS

CONSTRUCTION

CONSTRUCTION LIMITS

GRADING LIMITS

889890

883.00

FL=883.00

E=3107295.07

N=10391036.14

DITCH

881.50 881.50

US Army Corps

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CU103

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40'10'0 20'

9'

L A

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EXISTING UTILITIES SHOWN.

CONNECTION POINTS, EXISTING SIZES AND MATERIALS OF

6. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL

UTILITY CONSTRUCTION DETAILS.

5. SEE SHEETS C-508 THRU C-524 FOR WATER AND WASTEWATER

COMMUNICATIONS PLANS.

4. SEE ELECTRIC SITE PLANS FOR EXTERIOR ELECTRIC AND

PIV LOCATIONS.

WALL FOR ALL BUILDINGS. SEE FIRE PROTECTION PLANS FOR

3. POST INDICATOR VALVES ARE LOCATED ON THE EXTERIOR

2. SEE SHEET C-002 FOR LEGEND.

1. SEE SHEET C-001 FOR GENERAL NOTES.

NOTES:

c c c

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A L

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U

IL

D

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G H

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QUALITY POND

WATER

BIO-RENTENTION

W A

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R

MATCH LINE CU101

MATCH LINE CU103

MATCH LINE CU103

MATCH LINE CU105

M A

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C H

6" WATER

10'

W

G A

S

W

E=3107663.45 N=10391054.68 6"x6" TEE WATER

E=3107823.56 N=10391039.84 6" x 6" TEE

E=3107327.39 N=10391095.52 8" x 8" TEE

E=3107299.49 N=10390900.54 8" x 8" TEE

E=3107359.48 N=10391090.93

HYDRANT

NEW FIRE

E=3107330.32 N=10391116.05

8" WATER

PI BEND

E=3107394.57 N=10391106.86

PI BEND 8" WATER

BUFFER

W.O.T.U.S.

E=3107663.45 N=10391054.68

HYDRANT

NEW FIRE

8" WATER

W A

T E

R

B B

B B

B B

B B

B B

B B

B B

B B

B B

B

ST

SO

A -3

W

W

PIV

MOUNTED

WALL

TO 8" FIRE

CONNECT

WATER

AMERICAN

POD FOR

5-FT LINE

E=3107817.26 N=10390995.78

HYDRANT

NEW FIRE

S

T O

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B -1

18" S T O

R M "B

1-1A 1"

24" STORM "A2-1"

"A -2

" S

T O

M

S

T O

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B -1

36" STORM "B1-2A"

"B -3

" S

T O

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LIMITS

GRADING

P4 P4

P5

P5

P5

P5

P5

P5

P5

P5

P5

P5

P5

P5

P5

P5

P5

P5

P4

112.

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ABANDONED POWER BOX

US Army Corps

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C-531

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c c c c c c cc c cc c d d

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SECTION

SECTION

PIPE GUARD DETAIL

C-531

EXTERIOR

ARCHITECTURAL

MATCH

REINFORCING AT 16" O.C.

AND HORIZONTAL JOINTS

BARS VERTICAL @ 16" O.C.

8" x 8" x 16" CMU W/#4 w/ JOINTS TO RECEIVE SEALANT

PRECAST CONCRETE COPING

IN BOND BEAM

2 - #4 BARS CONT.

LAP LENGTHS

SEE STRUCTURAL FOR

#4 DOWELS @ 16" O.C.,

CONTAINING REINFORCEMENT

GROUT ALL CELLS

BOND BEAM

BETWEEN COPING AND

#4 ANCHORS @ 18" O.C.

@ CAP

FLASHING

G R

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M

IN

/2

DIA.

CONCRETE CAP

YELLOW

BE PAINTED SAFETY

BOLLARDS SHALL

FOOTING

NEW CONCRETE

A N.T.S.

THICKENED EDGE

3'-0"

TYP

6"

3" MIN.

/2

SEE SHEET C-503

EXPANSION JOINT

/2

10'-0"

3 LABORATORY MAXIMUM DENSITY (ASTM D 1557)

6" RAW SUBGRADE COMPACTED TO AT LEAST 90 PERCENT OF

95 PERCENT OF LABORATORY MAXIMUM DENSITY (ASTM D 1557)

6" AGGREGATE BASE COURSE COMPACTED TO AT LEAST

12-INCHES O.C.E.W.

6" PORTLAND CEMENT REINFORCED WITH NO. 4 BARS SPACED

/2

AND SCREEN WALL

2-DUMPSTER PAD

CONCRETE.

THE CONTRACTOR SHALL USE 3,000 PSI

NOTE:

1'-0"

#4 STIRRUPS @ 12" O.C.

BOTTOM

2 - #5 BARS TOP &

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

6" CONC. SLAB W/

C-531

N O

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G R

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IS

H E

D B

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-6

TURFED AREA

AND BOTTOM OF WALL (BW) ELEVATIONS

2. ON CG103 FOR DUMPSTERS PAD SEE TOP OF WALL(TW)

1. 1'-6" BELOW FINISHED GRADE.

NOTE:

C

D

REF

CP107

CP105

NOTE:

PADS ONLY, ALL OTHERS SHALL BE 12".

PROVIDE 4" DIA. PIPE GUARDS @ DUMPSTER

(SEE NOTE)

CONCRETE FILLED

GALVANIZED STEEL PIPE

4" OR 12" DIA. SHEDULE 80

N.T.S.

3" BUTTERFLY VALVE

3" PIPE

FLOW

STORM DRAIN SYSTEM

SURFACE INLET TO

CURB, SEE SHEET C-502

STANDARD BARRIER TYPE

JOINTS (SEE SHEET C-501)

WITH FUEL RESISTANT

CONCRETE PAVEMENT

9" NONREINFORCED

D

REF

CU104

POL PARKING AREA

DRAIN AND VALVE FOR

9"

N.T.S.

C

REF

X

GRADE

FINISHED

N.T.S.

B

SCHEMATIC

FLEXIBLE CONNECTION

6" 6"

TT

D

C-531SEE DETAIL C-503

EXPANSION JOINT

CONTRACTION JOINT

V A

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IE

S .0

T

O

.1

24'

11'

2'-6" 3.5' 1'-4"

1'

IN SLAB STEEL (TYP)

- PROVIDE 3" CLEAR COVER

THROUGH SLAB NO REINF. STEEL

PROVIDE 3/4" EXP. JOINT

4" PIPE GUARD (TYP)

C

C-531

COLOR SCHEDULE.

SECTION 09 06 00

SEE SPECIFICATION

INTEGRALLY COLORED CMU

OR EQUAL)

JOINT - ( EBAA IRON, INC.

FLEXIBLE EXPANSION

FORCED BALANCED

BUILDING

STRUCTURAL FILL

NON-EXPANSIVE

COMPACTED

GRADE

FINISHED

EDGE OF BUILDING

LIMITS OF THE BUILDING.

CAPABLE OF 4 INCHES OF MOVEMENT AT THE

BE FITTED WITH A FLEXIBLE CONNECTION

ALL WATER AND SEWER SERVICE LINE SHALL

US Army Corps

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STEEL JOIST NOTES:

1. DESIGN, FABRICATION AND ERECTION OF JOISTS, JOIST EXTENTIONS, JOIST SUBSTITUTES, AND JOIST GIRDERS

SHALL CONFORM TO THE CURRENT SJI STANDARD SPECIFICATIONS.

2. JOISTS, JOIST EXTENSIONS, JOIST SUBSTITUTES, AND JOIST GIRDERS SHALL BE AS SHOWN ON THE PLANS FOR

THE INDICATED SLOPES AND THE FOLLOWING CRITERIA:

A. DEAD LOAD: ACTUAL WEIGHT OF ROOF/FLOOR SYSTEM WITH MECHANICAL, ELECTRICAL AND

ARCHITECTURAL ITEMS. DEAD LOAD SHALL NOT BE LESS THAN 20 psf.

B. LIVE LOAD: AS INDICATED IN THE "TEMF DESIGN CRITERIA" WITH A LIVE LOAD DEFLECTION OF LESS THAN L/360.

C. GROSS WIND COMPONENT AND CLADDING UPLIFTS ARE SHOWN IN "WIND COMPONENTS AND CLADDING TABLE". FOR ASD DESIGN METHOD, NET UPLIFT IS DETERMINED USING 60% OF THE ACTUAL DEAD LOAD.

UPLIFTS NOT SPECIFIED SHALL BE 10 psf MINIMUM.

D. ANY CONCENTRATED LOADS OVER 50 lbs INCLUDING BUT NOT LIMITED TO MECHANICAL AND ELECTRICAL ITEMS. REFER TO STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS FOR EQUIPMENT LOCATION AND

APPROXIMATE EQUIPMENT WEIGHT.

3. THE CONTRACTOR SHALL COORDINATE LOCATIONS AND WEIGHTS OF MECHANICAL AND ELECTRICAL EQUIPMENT

WITH THE JOIST MANUFACTURER BEFORE JOISTS ARE FABRICATED.

4. JOISTS, JOIST SUBSTITUTES, AND JOIST GIRDERS AT COLUMN GRID LINES SHALL BE DESIGNED FOR AN AXIAL LOAD OF 4,000 lbs.

5. JOIST BRIDGING SHALL BE PROVIDED BY THE JOIST MANUFACTURER AS REQUIRED.

6. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS.

METAL DECKING NOTES:

1. MATERIALS:

THE FOLLOWING ARE MINIMUMS

FLOOR DECK ........................................................................... ASTM A 653, SS, GRADE 50 (Fy = 50 ksi), G90 GALVANIZED ROOF DECK ............................................................................. ASTM A 653, SS, GRADE 33 (Fy = 33 ksi), G90 GALVANIZED CLOSURE PLATES/ANGLES ................................................... ASTM A 653, SS, GRADE 33 (Fy = 33 ksi), G90 GALVANIZED

2. MECHANICAL PROPERTIES:

THE FOLLOWING ARE MINIMUMS

FLOOR DECK:

TYPE ........................................................................................ 1.0 WR FORM DECK THICKNESS ............................................................................. 20 GAGE FASTENER PATTERN ............................................................. 36/3, 5/8" PUDDLE WELD OR EQUAL NO. OF SIDE LAP FASTENERS .............................................. 4, #10 TEK SCREWS OR EQUAL

ROOF DECK:

TYPE ........................................................................................ 1.5 WR ROOF DECK THICKNESS ............................................................................. 20 GAGE FASTENER PATTERN ............................................................. 36/5, #12 TEK SCREWS OR EQUAL NO. OF SIDE LAP FASTENERS .............................................. 5, #10 TEK SCREWS OR EQUAL

3. PROVIDE METAL DECKING AND CLOSURE PLATES/ANGLES IN COMPLIANCE WITH SDI "DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS, ROOF DECKS AND CELLULAR METAL FLOOR DECK WITH ELECTRICAL

DISTRIBUTION", LATEST EDITION AND SDI "DIAPHRAGM DESIGN MANUAL" LATEST EDITION.

4. BEAR DECKING 2 in MINIMUM AT SUPPORTS. LAP DECKING AT ENDS 2 in MINIMUM AND CENTER LAPS OVER

SUPPORTS.

5. WELD METAL DECKING IN COMPLIANCE WITH ANSI/AWS D1.3 USING E60XX ELECTRODES MINIMUM. WELDERS

SHALL BE CERTIFIED AS REQUIRED BY AWS.

6. SUBMIT COMPLETE METAL DECKING SHOP DRAWINGS TO THE CONTRACTING OFFICER FOR REVIEW. SHOP

DRAWINGS SHALL INDICATE ICC REPORT NUMBER, IF APPLICABLE.

7. ALL DECKING SHALL BE CONTINUOUS OVER AT LEAST 2 SPANS UNLESS OTHERWISE NOTED.

8. WHERE NO SPECIFIC SUPPORT IS INDICATED, PROVIDE CONTINUOUS L3X3X1/4 OR EQUIVALENT BENT PLATE AS

REQUIRED TO SUPPORT DECK EDGES.

9. FLOOR DECK: PROVIDE FLASHING AND CLOSURE PLATES AT ENDS OF DECK UNITS AROUND COLUMN OPENINGS

AND PERIMETER LOCATIONS REQUIRING CONCRETE UNLESS OTHERWISE NOTED OR SHOWN.

10. ROOF DECKS: DO NOT SUSPEND PIPING, DUCT WORK, UTILITIES, SUSPENDED CEILINGS, LIGHT FIXTURES OR

OTHER LOADS FROM ROOF DECKING.

ABBREVIATIONS:

ALT ALTERNATE

ACI AMERICAN CONCRETE INSTITUTE

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AISI AMERICAN IRON AND STEEL INSTITUTE

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AB ANCHOR BOLT

ARCH ARCHITECT, ARCHITECTURAL

@ AT (MEASUREMENT)

B PL BASE PLATE

BM BEAM

BRG BEARING

BF BOTH FACES

BOT BOTTOM

BLDG BUILDING

CL CENTER LINE

CLR CLEAR

COL COLUMN

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CONN CONNECTION

CONT CONTINUOUS

CJ CONTROL OR CONSTRUCTION JOINT

COORD COORDINATE

DL DEAD LOAD

DET DETAIL

DIA DIAMETER

DWG(S) DRAWING(S)

EA EACH

EF EACH FACE

ES EACH SIDE

EW EACH WAY

EL ELEVATION

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXP BT EXPANSION BOLT

EJ EXPANSION JOINT

EXT EXTERIOR

FS FAR SIDE

FIN FLR FINISHED FLOOR

FF EL FINISHED FLOOR ELEVATION

FDTN FOUNDATION

ft FEET

GA GAGE

GALV GALVANIZED

HORIZ HORIZONTAL

IBC INTERNATIONAL BUILDING CODE

IJ ISOLATION JOINT

in INCH(ES) k KIP(S)

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

MFR('S) MANUFACTURER('S)

MCJ MASONRY CONTROL JOINT

MAX MAXIMUM

MECH MECHANICAL

MIN MINIMUM

I MOMENT OF INERTIA

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OCEW ON CENTER EACH WAY

OPP OPPOSITE

lb(s) POUND(S) plf POUNDS PER LINEAR FOOT psf POUNDS PER SQUARE FOOT pcf POUNDS PER CUBIC FOOT

PEMB PRE-ENGINEERED METAL BUILDING

QTY QUANTITY

R RADIUS

RC REINFORCED CONCRETE

REINF REINFORCEMENT

REBAR REINFORCING STEEL BARS

REQ(D) REQUIRE(D)

ROT ROTATED

SJ SAW JOINT

SCHED SCHEDULE

SIM SIMILAR

SQ SQUARE

sf SQUARE FEET sq in SQUARE INCH(ES) sq yd SQUARE YARD

SSMR STANDING SEAM METAL ROOF

SDI STEEL DECK INSTITUTE

SJI STEEL JOIST INSTITUTE

STRCT STRUCTURAL

THRU THROUGH

T&B TOP AND BOTTOM

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOW TOP OF WALL

TL TOTAL LOAD

TYP TYPICAL

UFC UNIFORM FACILITIES CRITERIA

UON UNLESS OTHERWISE NOTED

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

yd YARD

SPECIAL INSPECTION NOTES:

1. SPECIAL INSPECTOR: EMPLOYED BY THE CONTRACTOR ACTING AS THE GOVERNMENTS AGENT (IBC SECTION

1704.1).

2. REPORTS: PREPARED BY THE INSPECTOR, SIGNED BY AN ENGINEER AND SUBMITTED TO THE CONTRACTING OFFICER. ALL DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR

CORRECTION; THEN, IF NOT CORRECTED, TO THE CONTRACTING OFFICER.

3. THE SPECIAL INSPECTION IS TO BE CONTINUOUS DURING THE PERFORMANCE OF THE WORK UNLESS

OTHERWISE NOTED.

4. CERTIFICATION: THE INSPECTOR SHALL BE CERTIFIED BY THE CONTRACTING OFFICER TO PERFORM THE TYPES OF SPECIAL INSPECTIONS SPECIFIED. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING

SPECIAL INSPECTION SHALL BE COMPLETED AND SUBMITTED TO THE CONTRACTING OFFICER.

5. OFF-SITE FABRICATION:

A. SUBMIT APPLICATION TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO FABRICATION.

B. SUBMIT A CERTIFICATE OF COMPLIANCE FOR OFF-SITE FABRICATION TO THE CONTRACTING OFFICER

PRIOR TO ERECTION OF PRE-FABRICATED COMPONENTS.

ITEM CONTINUOUS

(REF. NOTE 3)

PERIODIC

(REF. NOTE 3)

SOILS:

GRADING, EXCAVATION & FILL

FINAL FOUNDATION PREPARATION

CONCRETE:

REINFORCING PLACEMENT

REINFORCING WELDING

REINFORCING COUPLING

ANCHOR BOLTS & INSERTS

MATERIAL VERIFICATION

PREPARATION OF TEST SPECIMENS

CONCRETE PLACEMENT

EPOXY & EXPANSION ANCHOR PLACEMENT

CURING

STRUCTURAL STEEL:

HIGH STRENGTH BOLTING

WELDING OF ANCHORS & STUDS

WELDING OF STAIRS & RAILING SYSTEMS

STEEL DECK WELDING

EMBEDED PLATES

DETAIL CONFORMANCE

SHOP WELDING (REF. NOTE 2):

SINGLE PASS FILLET WELDS < 5/16 in.

FILLET WELDS > 5/16 in.

PARTIAL & COMPLETE PENETRATION WELDS

FIELD WELDING:

SINGLE PASS FILLET WELDS < 5/16 in.

FILLET WELDS > 5/16 in.

PARTIAL & COMPLETE PENETRATION WELDS

COLD-FORMED STEEL FRAMING WELDS

FLOOR & ROOF DECK WELDS

PRE-FABRICATED CONSTRUCTION

CONCRETE MASONRY

OPEN-WEB STEEL JOISTS & JOIST GIRDERS

OTHER:

COMMENTS

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

REFERENCE NOTE 10

RECORD SLUMP, AIR CONTENT, AND TEMPERATURE

REFERENCE NOTE 8

REFERENCE NOTE 4

REFERENCE NOTE 5

REFERENCE NOTE 5

REFERENCE NOTE 6

REFERENCE NOTE 5

REFERENCE NOTE 5

REFERENCE NOTE 6

REFERENCE NOTE 7

REFERENCE NOTE 9 & 10

REFERENCE NOTE 11

SPECIAL INSPECTION PROGRAM NOTES:

1. THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, REFER TO THE PROJECT SPECIFICATIONS AND THE SPECIFIC GENERAL NOTES SECTIONS. THE TESTING AGENCY SHALL SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE CONTRACTOR AND CONTRACTING OFFICER. ANY MATERIALS WHICH FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS.

2. SPECIAL INSPECTION IS NOT REQUIRED FOR AND APPROVED FABRICATOR PER IBC SECTION 1704.2.5.

3. CONTINUOUS SPECIAL INSPECTION MEANS THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION (IBC SECTION 1702). PERIODIC SPECIAL INSPECTION MEANS THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM ALL WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE.

4. THE STEEL FRAME SHALL BE INSPECTED TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS, SUCH AS BRACING, STIFFENING MEMBER LOCATIONS, AND PROPER APPLICATION OF JOINT DETAILS AT EACH

CONNECTION.

5. ALL WELDS SHALL BE VISUALLY INSPECTED IN ACCORDANCE WITH AWS D1.1

6. ALL COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY OR BY USE OF COMPARABLE METHOD.

7. INSPECTION OF PRE-FABRICATED CONSTRUCTION SHALL BE THE SAME AS IF THE MATERIAL USED IN CONSTRUCTION TOOK PLACE ON SITE. CONTINUOUS INSPECTION WILL NOT BE REQUIRED DURING PRE-FABRICATION IF THE APPROVED AGENCY CERTIFIES THE

CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE.

8. INSPECTION/TESTING SHALL BE IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S ICC REPORT AND SHALL INCLUDE AS A MINIMUM: VERIFICATION OF HOLE DEPTH AND DIAMETER, CLEAN OUT, ALL MATERIALS AND INSTALLATION TORQUE.

9. MASONRY SPECIAL INSPECTION SHALL COMPLY WITH SPECIFICATIONS AND TMS 402-13/ACI 530-13/ASCE 5-13, LEVEL B SPECIAL INSPECTION. WHERE INSPECTION REQUIREMENTS CONFLICT BETWEEN THE SPECIFICATIONS AND TMS 402-13/ACI 530-13/ASCE 5-13

LEVEL B SPECIAL INSPECTION, THE SPECIFICATIONS SHALL GOVERN.

10. REINFORCEMENT IN ALL STRUCTURAL MEMBERS SHALL BE VISUALLY INSPECTED AND APPROVED ON THE DAY PRIOR TO ANY

SCHEDULED…