Am02_W912PL-15-B-0008.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

Offers 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 your 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 APPROPIRATION DATA (If required)

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

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

CHECK ONE 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.

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.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

1 3

0002 Jul 16, 2015

USACE, Los Angeles District 915 Wilshire Boulevard, Suite 930 Los Angeles, California 90017-3401 Attn:Contracting Division CESPL-CT-E

W912PL-15-B-0008

Jun 23, 2015

F-4 Channel Rehabilitation Project,Clark County, Nevada

The purpose of this amendment is to replace the following 2 drawings:

* Sheet T1 - Map and Index to Contract Drawings

* Sheet M1 - Chain Link Fencing and Maintenance Road Details

GENERAL

CIVIL

214/470

214/471 POST AND CABLE SAFETY RAILING DETAILS

CHAIN LINK FENCING AND MAINTENANCE ROAD DETAILS

GENERAL NOTES, ABBREVIATIONS, SYMBOLS AND ESTABLISHED CONTROL POINTS

INDEX TO CONTRACT DRAWINGS

VICINITY MAP, PROJECT LOCATION MAP AND

WORK LIMITS AND STAGING AREA

214/462

214/463

CROSS SECTIONS, STA. 26+50.000 TO STA. 25+50.000

STRUCTURAL

PLAN AND PROFILE, STA. 26+64.000 TO STA. 25+24.766

TYPICAL SECTION

214/464

214/465

214/466

214/467

214/468

214/469

GENERAL STRUCTURAL NOTES AND DETAILS

CHANNEL WALL SCHEDULE, DETAILS AND INVERT ACCESS LADDER DETAILS

BOX CONDUIT SCHEDULE, SIDE DRAIN TABULATION AND DETAILS

SAHARA AVENUE

L A S

V E

G A S

B L

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M A

IN

DESERT RD

FLAMINGO ROAD

TROPICANA AVE

P A

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IS

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P A

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W A

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WARM SPRINGS

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SUNSET ROAD

B U

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SAHARA

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WINDMILL LANE

WIGWAM AVE

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DIAMOND

BLUE

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CHARLESTON

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BLUE DIAMOND DETENTION BASIN

F-2 DEBRIS BASIN

F-1 CHANNEL

T r o p i c a n a

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F-4 DEBRIS BASIN

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OQUENDO ROAD

PATRICK LANE

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PROJECT LOCATION MAP

PROJECT

LOCATION

DETENTION BASIN

R-4

DEBRIS BASIN

F-1

TITLE

MISCELLANEOUS

M1

214/461

M2

CONTRACT DRAWINGS

INDEX TO

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F-4 CHANNEL REHABILITATION

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t im e a m p m f il e n a m e

JUNE 2015

C3

C1

C2

S1

S2

S3

SHEET NO.FILE NO.

DISTRICT

Steve Sisolak, Chair

Larry Brown, Vice-Chair

Tom Collins

Susan Brager

Chris Giunchigliani

Mary Beth Scow

Lawrence Weekly

County Commissioners

County Manager

Don Burnette

M1 x x x x x x x x x x x x x x x x x x x

FENCE LOCATION

x x x x x x x x x x x x x x x x x x x

R/W LINE

CHANNEL

R/W FENCE LOCATION

PIPE /CABLE

SAFETY RAILING

OR CHAIN LINK FENCE

SAFETY RAILING

OR CHAIN LINK FENCE

PIPE /CABLE

LINE POST

IN BOTH DIRECTIONS

PANEL TO JOIN POST

RAIL AND TRUSS WIRE

FOR CORNERS, TYPICAL

NOTE

PIPE WITH GALV. CAP

SEE DETAIL "Z" (TYP.)

ADJUSTABLE TIGHTENER & FITTINGS

6 GAGE DOUBLE TRUSS WIRE WITH

NOT TO SCALE

DETAIL "Z"

3. CHAIN LINK FABRIC SHALL BE INSTALLED ON OUTSIDE FACE

2. CHAIN LINK FENCE POST SHALL BE INSTALLED VERTCALLY.

AT 600 C.C.

WIRE WITH 14 GA WIRE TIES

7 GA. SPRING STEEL TENSION

14 GA. WIRE TIES @ 350 C.C.3

TYPICAL RAIL & TRUSS WIRE PANEL

3000 MAXIMUM SPACING3000 MAX. ON STRAIGHT SECTIONS OF WALL

1500 MAX. ON CURVED SECTIONS

2235 LONG STD. GALV.

11 GA. WIRE TIES @ 650 C.C. (TYP.)

END OR GATE POST DETAIL

FABRIC

CHAIN LINK

ENGAGE EACH FABRIC LINK

STRETCHER BAR TO

GROUND LINE

CHANGES EXCEEDING 5%.

THE FENCE LINE AND AT GRADE

300 METER INTERVALS ALONG

INSTALLED AT NO MORE THAN

INTERMEDIATE POSTS TO BE

NOTE

NOT TO SCALE

FENCING

OF POST (FACE OPPOSITE CHANNEL FACE).

EQUIVALENT, HAVING 150 MIN. TAKE UP.

1. ADJUSTABLE TIGHTENERS SHALL BE TURNBUCKLE OR

NOTE:

2%

CUT SLOPE

FILL SLOPE

NOT TO SCALE

WALL

CHANNEL

BITUMINOUS PRIME COAT

SEE DETAIL "C"

100 AGGREGATE BASE COURSE

WALL

CHANNEL

TACK COAT

BITUMINOUS

DETAIL C

NOT TO SCALE

TYP.

EDGE

THICKENED

METRIC DIMENSIONING UNITS

AS DECIMAL NUMBERS ALWAYS INDICATE METERS.

ALWAYS INDICATE MILLIMETERS. DIMENSIONS EXPRESSED

SYMBOL. DIMENSIONS EXPRESSED AS WHOLE NUMBERS

DIMENSIONS ON THE DRAWING DO NOT SHOW THE UNIT

50 ASPHALT CONCRETE

CONCRETE

50 ASPHALT

BASE COURSE

100 AGGREGATE

CHAIN LINK FABRIC

9 GAGE 50 MESH, 1830

LINE POST 40 DIA.

PIPE WITH GALV. CAP

50 DIA. X 2235 HIGH STD. GALV.

CORNER, TERMINAL,OR INTERMEDIATE POSTS

32 STD. GALV. PIPE RAIL /W

5 X 20 MIN.

STRETCHER BAR

TOP AND BOTTOM OF FABRIC)

(380 O.C. MAX AND WITHIN 100 FROM

TENSION BAND

DOME CAP

GALV.

LINE POST

FABRIC

CHAIN LINK

NOT TO SCALE

MAINTENANCE ROAD

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CUT SLOPE

FILL SLOPE

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WALL

CHANNEL

150 AGGREGATE BASE COURSE

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FABRIC

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TYPE II MAINTENANCE ROAD DETAIL

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FILL SLOPE

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WALL

CHANNEL

PIPE/CABLE

SAFETY RAILING

BASE COURSE

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S VARIES

TYPE II MANWAY DETAIL

GALV. ROUND HEAD RIVET

100 DIA POST WITH 6 DIA

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E t im e a m p m f il e n a m e

JUNE 2015