Am2_Specs_W912PL-12-B-0007.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 Aug 24, 2012

W912PL

USACE-LOS ANGELES DISTRICT

CONTRACTING DIVISION, WEST REGION BRANCH

915 Wilshire Blvd, Ste 1400

P.O. BOX 532711

LOS ANGELES, CA 90053-2325

W912PL-12-B-0007

Aug 3, 2012

Yorba Slaughter Adobe Protection, City of Chino, San Bernardino County, California

Amendment 2 is issued to:

a. CHANGE Bid Opening Date to 5 September 2012 at 1:00 PM local time.

b. REPLACE the following specifications and drawings per the attached Continuation Sheet:

Standard Form 30 – Amendment of Solicitation Page 2 of 3 Amendment No. 0002 August 24, 2012 W912PL-12-B-0007

Yorba Slaughter Adobe Protection, City of Chino, San Bernardino County, California

Block 14 – continued

a. REPLACE the following Specification Sections in the Solicitation with the enclosed Sections:

SF1442 SOLICITATION, OFFER and AWARD

00010 SECTION 00010 BID SCHEDULE

01 11 00 SECTION 01 11 00 SUMMARY OF WORK

01 22 00 SECTION 01 22 00 MEASUREMENT AND PAYMENT

31 00 00 SECTION 31 00 00 EARTHWORK

32 31 13 SECTION 32 31 13 CHAIN LINK FENCES AND GATES

35 31 19 SECTION 35 31 19 STONE, CHANNEL, SHORELINE/COASTAL PROTECTION

FOR STRUCTURES

b. REPLACE the following Plans/Drawings in the Solicitation with the enclosed Plans/Drawings:

File No. Sheet No. Drawing Title 373/291 Rev."B" T2 INDEX TO CONTRACT DRAWINGS, ABBREVIATIONS, LEGEND, AND SYMBOLS

373/292 Rev."A" T3 HORIZONTAL AND SURVEY CONTROL 373/294 Rev."A" T5 PHASE 2 CONSTRUCTION LIMITS PLAN 373/298 Rev."A" C2 POMONA RINCON ROAD PLAN AND PROFILE STA 3+29 TO STA

12+00 373/299 Rev."A" C3 POMONA RINCON ROAD PLAN AND PROFILE STA 12+00 TO STA

19+00 373/300 Rev."A" C4 POMONA RINCON ROAD PLAN AND PROFILE STA 19+00 TO STA

26+50 373/301 Rev."A" C5 DIKE PLAN STA 0+38 TO STA 14+09 373/304 Rev."A" C8 MAINTENANCE ROAD A PLAN AND PROFILE STA 1+00 TO STA 7+14 373/305 Rev."A" C9 ACCESS TRAIL RAMP AND SEGMENTAL CONCRETE BLOCK

RETAINING WALL DETAILS

373/306 Rev."B" C10 TYPICAL SECTIONS 373/309 Rev."A" C13 DIKE CROSS SECTIONS STA 1+00 TO STA 6+00 373/311 Rev."A" C15 EXCAVATION PLAN 373/312 Rev."A" C16 GRADING PLAN 1 373/313 Rev."A" C17 GRADING PLAN 2 373/315 Rev."A" S2 36" RCPP PROFILE STA 4+20 373/316 Rev."A" S3 36" RCPP PROFILE STA 12+42.11 373/317 Rev."A" S4 36" RCPP INLET STRUCTURE STRUCTURAL SECTIONS AND

DETAILS

373/318 Rev."A" S5 36" RCPP OUTLET STRUCTURE STRUCTURAL SECTIONS AND

DETAILS

373/319 Rev."A" M1 GUARD CABLE FENCE DETAILS 373/394 Rev."B" 3 SEWER IMPROVEMENTS - POMONA RINCON ROAD - STA 10+00 TO

STA 19+00

373/396 Rev."B" 5 SEWER IMPROVEMENTS - POMONA RINCON ROAD - STA 26+00 TO

STA 30+66.44

373/409 Rev."A" 1 IEBL RELOCATION AND PROTECTION PLAN – TITLE SHEET 373/410 Rev."A" 2 IEBL RELOCATION AND PROTECTION PLAN – INDEX SHEET &

CONSTRUCTION NOTES

373/411 Rev."A" 3 IEBL RELOCATION AND PROTECTION PLAN – PLAN AND PROFILE 373/412 Rev."A" 4 IEBL RELOCATION AND PROTECTION PLAN – IMPROVEMENT

Standard Form 30 – Amendment of Solicitation Page 3 of 3 Amendment No. 0002 August 24, 2012 W912PL-12-B-0007

Yorba Slaughter Adobe Protection, City of Chino, San Bernardino County, California

PLANS AND DETAILS

373/413 Rev."A" 5 IEBL RELOCATION AND PROTECTION PLAN – DETAILS

c. ADD the following Plans/Drawings to the Solicitation:

File No. Sheet No. Drawing Title

373/366 S6 36" RCPP OUTLET STRUCTURE STRUCTURAL SECTIONS AND

DETAILS

373/367 S7 36" RCPP OUTLET STRUCTURE (STA 12+42.11) STRUCTURAL

SECTIONS AND DETAILS

373/368 S8 36" RCPP OUTLET STRUCTURE (STA 12+42.11) STRUCTURAL

SECTIONS AND DETAILS

373/369 S9 CONCRETE STAIR STEPS AND RAMP PLAN, SECTION AND DETAILS

373/370 S10 CONCRETE STAIR STEPS AND RAMP SECTIONS AND DETAILS

END OF SF-30

YORBA SLAUGHTER ADOBE PROTECTION W912PL-12-B-0007

TOC - 1

Amendment No. 0002

PROJECT TABLE OF CONTENTS

DIVISION 0 - BIDDING REQUIREMENTS, CONTRACT FORMS AND CONTRACT CONDITIONS

SF1442 SOLICITATION, OFFER and AWARD (Am_2) 00010 BID SCHEDULE (Am_1) (Am_2)

00100 INSTRUCTIONS TO BIDDERS

00600 REPRESENTATIONS & CERTIFICATIONS OF OFFERORS

00700 CONTRACT CLAUSES

00800 SPECIAL CONTRACT REQUIREMENTS

00850 DAVIS BACON WAGE DECISION

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK (Am_1) (Am_2) 01 22 00 MEASUREMENT AND PAYMENT (Am_1) (Am_2)

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 01.10 USACE QUALITY CONTROL SYSTEM (QCS)

01 45 01 CONTRACTOR QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20 ENVIRONMENTAL PROTECTION (Am_1)

01 57 23 STORM WATER POLLUTION PREVENTION MEASURES

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 13 00 DIVERSION AND CONTROL OF WATER

DIVISION 03 – CONCRETE

03 30 07.10 CONCRETE FOR MINOR STRUCTURES

03 36 00 GROUTING STONE PROTECTION

DIVISION 05 – METALS

05 50 15 CIVIL WORKS FABRICATIONS

DIVISION 31 – EARTHWORK

31 00 00 EARTHWORK (Am_1) (Am_2) 31 05 21 GEOGRID SOIL REINFORCEMENT (Am_1)

31 11 00 CLEARING AND GRUBBING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE

32 11 30 DECOMPOSED GRANITE

32 12 12 BITUMINOUS PAVING

32 17 23 PAVEMENT MARKINGS

32 31 13 CHAIN LINK FENCES AND GATES (Am_2)

32 92 19.16 HYDROSEEDING

32 93 00 EXTERIOR PLANTING

TOC - 2

Amendment No. 0002

DIVISION 33 – UTILITIES

33 21 00 MONUMENTATION AND INSTRUMENTATION (Am_1)

33 40 00 STORM DRAINAGE UTILITIES

33 42 26 REINFORCED CONCRETE PRESSURE PIPE, STEEL-CYLINDER TYPE

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19 STONE, CHANNEL, SHORELINE/COASTAL PROTECTION FOR STRUCTURES (Am_1) (Am_2)

-- End of Project Table of Contents –

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NUMBER 2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED PAGE OF PAGES

IMPORTANT - The "offer" section on the reverse must be fully completed by the offeror.

4. CONTRACT NUMBER 5. REQUISITION/PURCHASE REQUEST NUMBER 6. PROJECT NUMBER

7. ISSUED BY CODE 8. ADDRESS OFFER TO

9. FOR INFORMATION CALL

A. NAME B. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

SOLICITATION

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date):

11. The Contractor shall begin performance within calendar days and complete it within calendar days after receiving award, notice to proceed. This performance period is mandatory, negotiable. (See .)

12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

12B. CALENDAR DAYS

YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and copies to perform the work required are due at the place specified in Item 8 by (hour) local time (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror’s name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is, is not required.

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3212

Designed using Perform Pro, WHS/DIOR, Oct 96

1442-103 STANDARD FORM 1442 (REV. 4-85) (EG)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d)

W912PL-12-B-0007 X 03 Aug 2012 1 OF 2

USACE, Los Angeles District Contracting Division, West Region Branch 915 Wilshire Blvd P. O. Box 532711 Los Angeles, CA 90053-2325

See Item 7

Julie Ayala/Patricia Bonilla 213/452-3241 or 213/452-3255

Yorba Slaughter Adobe Protection, City of Chino, San Bernardino County, California

Project consists of geogrid reinforced earthen riprap dike and road realignment that will encircle the Adobe site, providing permanent flood protection from a flood up to the 566 elevation.

This is a 100% Small Business Set-Aside procurement.

The estimated cost range of this acquisition is $1,000,000 - $5,000,000.

BIDDERS PLEASE NOTE: This project may be delayed, cancelled or revised at any time prior to award.

10 *Sect00800

X X *Section 00800

X 10

0 1:00 PM

05 September 2012

X

Amendment 2

OFFER (Must be fully completed by offeror)

STANDARD FORM 1442 BACK (REV. 4-85)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NUMBER (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14)

CODE FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within calendar days after the date offers are due. (Insert any number equal or greater than the minimum requirement stated in 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGEMENT 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) 20B. SIGNATURE 20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24.SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) ( ) 41 U.S.C. 253(c) ( )

26. ADMINISTERED BY 27. PAYMENT WILL BE MADE BYCODE

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return copies to the issuing office.) Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and

(c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

29. AWARD. (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN

(Type or print)

30B. SIGNATURE 30C. DATE

31A. NAME OF CONTRACTING OFFICER (Type or print)

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

DUNS NO.: TAX ID NO.:

CAGE CODE NO.:

( ) - ; FAX ( ) -

SEE PRICING SCHEDULE

USACE, FINANCE CENTER

5722 INTEGRITY DRIVE, ATTN: CEFCO-AO-P

MILLINGTON, TN 38054-5005

Amendment 2

Yorba Slaughter Adobe Protection W912PL-12-B-0007 City of Chino, San Bernardino County, California

00010 - 1

SECTION 00010

CERTIFICATE OF OFFEROR’S PRINCIPAL

(1) IF THE OFFEROR IS PARTNERSHIP OR JOINT VENTURE, LIST FULL NAME OF ALL

PARTNERS/ JOINT VENTURERS (Add addendum as necessary):

(Company Name) (Signature) (Title)

(Company Name) (Signature) (Title)

(Company Name) (Signature) (Title)

(2) IF THE OFFEROR IS A CORPORATION, THE FOLLOWING CERTIFICATION SHOULD BE

COMPLETED:

CERTIFICATION AS TO CORPORATE PRINCIPAL

I, ______________________________, certify that I am the Secretary of the corporation named as principal in the within SF 1442; that ________________________________, who signed the SF 1442 at Block

20B on behalf of the principal, was the _________________________________of the corporation; that I know the individual’s signature and that his/her signature is genuine; and that said Offer was duly signed, sealed and attested for on behalf of said corporation by authority of its governing body.

CORPORATE PRINCIPAL

CORPORATE SEAL _________________________________

SECRETARY

(3) IF THE OFFEROR IS A LIMITED LIABILITY COMPANY/PARTNERSHIP, LIST FULL NAME OF

ALL MANAGERS BELOW (Add addendum as necessary). SIGNATURES BY ALL MANAGERS HERE SIGNIFY THAT THAT THE INDIVIDUAL WHO SIGNED THE OFFER IN BLOCK 20B OF THE SF 1442

HAS THE AUTHORITY TO BIND THE LIMITED LIABILITY COMPANY/PARTNERSHIP.

(Officer’s Name) (Signature) (Title)

(Officer’s Name) (Signature) (Title)

(Officer’s Name) (Signature) (Title)

00010 - 2

SECTION 00010

BID SCHEDULE

Estimated Unit

Item Description Quantity Unit Price Amount

0001 DIVERSION AND CONTROL OF WATER 1 JOB LS $______

0002 INLAND EMPIRE BRINE LINE RELOCATION 1 JOB LS $______

AND PROTECTION

0003 AS-BUILT DRAWINGS 1 JOB LS $______

0004 ENVIRONMENTAL PROVISIONS 1 JOB LS $______

0005 BORROW AREA ACTIVITY 1 JOB LS $______

0006 MAINTENANCE ROADS, A & B 1 JOB LS $______

0007 HISTORIC STRUCTURE INSURANCE 1 JOB LS $______

0008 PROTECTION AND MONITORING PLAN 1 JOB LS $______

Phase 1

1001 CLEAR SITE AND REMOVE OBSTRUCTIONS 1 JOB LS $______

1002 1' STRIPPING 3,650 CY $______ $______

1003 1' STRIPPING, ROADWAY 4,450 CY $______ $______

1004 FOUNDATION EXCAVATION 7,200 CY $______ $______

1005 OVER EXCAVATION, ROADWAY 2,620 CY $______ $______

1006 COMPACTED FILL 38,000 CY $______ $______

1007 COMPACTED FILL, ROADWAY 38,500 CY $______ $______

1008 SURCHARGE FILL, ROADWAY 4,400 CY $______ $______

1009 15-INCH RIPRAP 3,500 TON $______ $______

1010 BEDDING MATERIAL 2,000 TON $______ $______

1011 GEOGRID 5,200 SY $______ $______

00010 - 3

Amendment No. 0002

Estimated Unit

1012 GROUT 50 CY $______ $______

1013 SEGMENTAL CONCRETE BLOCK RETAINING WALL 1 JOB LS $______

1014 POMONA-RINCON ROAD DETOUR 1 JOB LS $______

1015 36-INCH CULVERT, DIKE STA 4+20 1 JOB LS $______

1016 INSTRUMENTATION 1 JOB LS $______

Phase 2

2001 CLEAR SITE AND REMOVE OBSTRUCTIONS 1 JOB LS $______

2002 SITE PREPARATION 1 JOB LS $______

2003 1' STRIPPING 1,200 CY $______ $______

2004 1' STRIPPING, 3,300 CY $______ $______

ROADWAY

2005 FOUNDATION EXCAVATION 3,800 CY $______ $______

2006 COMPACTED FILL 25,250 CY $______ $______

2007 COMPACTED FILL, 6,350 CY $______ $______

2008 24-INCH RIPRAP 2,700 TON $______ $______

2009 BEDDING MATERIAL FOR 24" RIPRAP 1,100 TON $______ $______

2010 ASPHALT CONCRETE PAVEMENT, 2,500 TON $______ $______

2011 ASPHALT CONCRETE PAVEMENT 300 TON $______ $______

2012 AGGREGATE BASE COURSE, 3,700 TON $______ $______

2013 AGGREGATE BASE COURSE 540 TON $______ $______

2014 PAINT STRIPING & SIGNS, ROADWAY 1 JOB LS $______

2015 ROADWAY IMPROVEMENTS 1 JOB LS $______

2016 36-INCH CULVERT, DIKE STA 12+42.11 1 JOB LS $______

2017 GUARD CABLE FENCING 2,655 LF $______ $______

00010 - 4

Amendment No. 0002

Estimated Unit

2018 SWING GATES 4 EA $______ $______

2019 INSTRUMENTATION 1 JOB LS $______

2020 MUSEUM PARKING LOT AND RAMP 1 JOB LS $______

2021 10-INCH FORCE MAIN RELOCATION 1 JOB LS $______

2022 DRY UTILITY JOINT TRENCH 1 JOB LS $______

2023 HYDROSEEDING, DIKE AREA 10.5 AC $______ $______

2024 HYDROSEEDING MAINTENANCE, DIKE AREA 10.5 AC $______ $______

2025 TOPSOIL FOR ESTHETIC TREATMENT, DIKE AREA 1500 CY $______ $______

2026 ASH TREE REMOVAL AND PLANTING 1 JOB LS $______

2027 VIEWING AREA WORK 1 JOB LS $______

2028 BEDDING MATERIAL 600 TON $______ $______

TOTAL ESTIMATED AMOUNT: $______

AC = Acre

CY = Cubic Yard

EA = Each

LF = Linear Feet

LS = Lump Sum

SY = Square Yard

Yorba Slaughter Adobe Protection W912PL-12-B-0007 City of Chino San Bernardino County, California

00010 - 5

BIDDERS NOTES:

1. Prices must be submitted on all individual line items of the Price Schedule, Base and Options; otherwise, the Offer may be considered nonresponsive and shall be rejected.

2. The lump sum “LS” line items in the Price Schedule are not “Estimated Quantity” line items and are not subject to the “Variation in Estimated Quantity” contract clause.

3. Contract Clause 52.232-27, “Prompt Payment for Construction Contracts” requires that the name and address of the contractor official, to whom payment is to be sent, be the same as that in the contract or in a proper Notice of Assignment.

4. The Contracting Officer who signs the task order will be the Principal Contracting Officer for the task order. However, any Contracting Officer assigned to the Los Angeles District, contracting within their authority, may take formal action on the task order when the Principal Contracting Officer is unavailable and the action needs to be taken.

5. Amounts and prices shall be indicated in either words or figures, NOT BOTH.

6. Payment of Electronic Funds Transfer (EFT) is the mandatory method of payment. The Contractor’s attention is directed to Contract Clause 52.232-33 “Mandatory Information for Electronic Funds Transfer.”

7. The Offeror shall distribute indirect costs (overhead, profit etc.,) over all items in the Price Schedule. The Government will review all submitted Price Schedules for any unbalancing of the items. Any submitted Price Schedule determined to be unbalanced may be considered unacceptable and may cause the Offeror to be ineligible for award.

8. The Contractor shall furnish all plant, labor, material, equipment, etc., (excluding any Government furnished material that is detailed within this IFB), necessary to perform all work in strict accordance with the terms and conditions set forth in this solicitation, to include all attachments thereto.

9. All extensions of the unit prices shown will be subject to verification by the Government. In cases of variation between the unit price and extension, the unit price will be considered to be the bid.

10. If a bid or modification to a bid based on unit prices is submitted which provides for a lump sum adjustment to the total amount, the application of the lump sum adjustment to each unit price in the Schedule must be stated. If it is not stated, the bidder agrees that the lump sum adjustment shall be applied on a pro-rata basis to every unit price in the Schedule.

11. All quantities not identified as Lump Sum are considered to be estimated.

(End of Section)

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Protection

1.1.2 Protection of Existing Historic Property

1.2 PUBLIC UTILITIES, NOTICES, AND RESTRICTIONS

1.2.1 General

1.2.2 Relocation or Removal by others

1.2.3 Utilities Not Shown

1.2.4 Coordination

1.2.5 Notices

1.2.5.1 Utilities to be Relocated or Protected

1.2.5.2 Telephone Lines

1.2.5.3 Existing Bench Marks and R/W Markers

1.2.5.4 Spill Reporting

1.2.6 Restrictions

1.2.6.1 Representatives of Other Agencies

1.2.6.2 Environmental Restrictions

1.2.6.3 Working Hours

1.2.6.4 Water for Construction

1.3 ACCESS, HAUL ROADS, AND TEMPORARY CULVERTS

1.3.1 Traffic Control Plan

1.3.2 Public and Private Roads

1.3.3 Haul Roads

1.3.4 Temporary Culverts

1.4 TRAFFIC SAFETY

1.4.1 Warning Devices

1.4.2 Rock and Gravel

1.5 SCRAP MATERIAL

1.6 ARCHAEOLOGICAL FINDINGS DURING CONSTRUCTION

1.7 POST-CONSTRUCTION CLEANUP AND OBLITERATION

1.8 PERMITS

1.8.1 General

1.8.1.1 National Pollutant Discharge Elimination System (NPDES)

Permit

1.8.1.2 Discharge Permit

1.8.1.3 City of Chino Permits

1.8.1.4 CalTrans Permit

1.9 REQUIRED INSURANCE

1.9.1 General

1.9.2 Insurance

1.9.3 Insurance Policy

1.9.4 Liability Insurance

1.9.5 Fire and Extended Coverage

1.9.6 Worker's Compensation

SECTION 01 11 00 Page 1

1.9.6.1 Procuring of Required Policy

1.9.6.2 Contractor Agrees to Indemnify

1.10 PROTECTION AND MONITORING MEASURES

1.10.1 Temporary Construction Easement

1.10.2 Historic Structure Insurance

1.10.3 Protection and Monitoring Plan

1.10.4 Payment

1.11 PROGRESS PAYMENTS

1.11.1 Partial Pay Estimates

1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.12.1 Anticipated Adverse Weather Days

1.12.2 Documentation

1.13 STANDARD PLANS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 2

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes constructing an earthen dike revetted with riprap and raising and realigning the existing Pomona Rincon Road. The oonstructed dike and roadway will completely encircle the protected area. The project will include excavation, backfill, roadway paving, drainage culverts, and landscaping.

The Yorba Slaughter Adobe Protection will be constructed in phases, mainly for the purpose of preloading a portion of the foundation on which the relocated road section will be constructed and allowing the anticipated settlement to occur. Following completion of the Phase 1 road embankment surcharge, it is estimated that the required settlement for the portion of the roadway between Station 7+60 to 12+00 will occur over a period of approximately 7 to 10 months. The actual time required to complete the settlement may vary. Based upon the actual settlement, the Contracting Officer will notify the Contractor as to when he may proceed with Phase 2.

The Government will notify the Contractor 30 calendar days prior to the start of Phase 2. The Contractor shall incorporate this time and phasing into their construction schedule and sequencing.

Phase 1 is defined as Sta 3+80 to Sta 10+60 of the dike and Sta. 7+60 to Sta. 19+00 of the roadway. Phase 2 will complete the construction of the dike and roadway.

1.1.2 Protection

1.1.2 Protection of Existing Historic Property

Before beginning any work, the Contractor shall survey the historical structures and examine the drawings and specifications to determine the extent of the work. The Contractor shall take necessary precautions to avoid damage to existing historic items, such as the Adobe Museum, rubble wall, and winery barn, that are to remain in place in accordance with SECTION 01 57 20 ENVIRONMENTAL PROTECTION. Care will also be taken to avoid damage to the cactus on the northeast corner of the property. The Contractor shall construct and maintain shoring, bracing and supports, as required.

1.2 PUBLIC UTILITIES, NOTICES, AND RESTRICTIONS

1.2.1 General

The approximate location of all pipe lines, power and communication lines, and other utilities known to exist within the limits of the work are indicated on the drawings. The sizes, locations, and names of owners of such utilities are given from available information, but their accuracy is not guaranteed. Except as otherwise indicated on the drawings, all

SECTION 01 11 00 Page 3 existing utilities will be left in place and the Contractor shall conduct his operations in such a manner that the utilities will be protected from damage at all times, or arrangements shall be made by the Contractor for their relocation at the Contractor's own expense. The Contractor shall be responsible for any damage to utilities known to exist and shall reimburse the owners for such damage caused by his operations.

1.2.2 Relocation or Removal by others

Utilities to be relocated or removed not as part of this contract are designated "To be Relocated by Others" or "To be Removed by Others", respectively. Utility relocations shown on the drawings as "By Others" are expected to be completed prior to the start of Phase 2 of this contract, or as otherwise indicated on the drawings, and should be protected from damage. Utilities shown on the plans and not so designated will be left in place and be subject to the provisions of the CONTRACT CLAUSE: PROTECTION OF EXISTING VEGETATION, STRUCTURES, UTILITIES, AND IMPROVEMENTS. The Contractor may make arrangements with the owner for the temporary relocation and restoration of utilities not designated to be relocated, or for additional work in excess of the work needed to relocate utilities designated for relocation at no additional cost to the Government.

1.2.3 Utilities Not Shown

If the Contractor encounters, within the construction limits of the entire project, utilities not shown on the plans and not visible as of the date of this contract and if such utilities will interfere with construction operations, he shall immediately notify the Contracting Officer in writing to enable a determination by the Contracting Officer as to the necessity for removal or relocation. If such utilities are left in place, removed or relocated, as directed by the Contracting Officer, the Contractor shall be entitled to an equitable adjustment for any additional work or delay.

1.2.4 Coordination

The Contractor shall consult and cooperate with the owner of utilities that are to be relocated or removed by others to establish a mutual performance schedule and to enable coordination of such work with the construction work. These consultations shall be held as soon as possible after award of the contract or sufficiently in advance of anticipated interference with construction operations to provide required time for the removal or relocation of affected utilities.

The Contractor shall be responsible for coordinating their activities with other contractors performing work in the area. This shall include, but is not limited to, coordination with contractor for the Women's Prison dike project.

1.2.5 Notices

1.2.5.1 Utilities to be Relocated or Protected

The Contractor shall notify the Contracting Officer, in writing, 14 calendar days prior to starting work near any utility to be relocated or protected. On each relocation, notification shall include dates on which the Contractor plans excavation, by-pass work, removal work and/or installation work, as applicable. The Contractor shall also notify the following representatives of utility owners not less than 30 days, unless otherwise specified, prior to start of work in the vicinity of their

SECTION 01 11 00 Page 4 respective utilities:

City of Chino Mr. Dennis Donahue, Civil Engineering Manager Telephone: (909) 464-8314

Southern California Gas Company Mr. Michael Jacob, Planning Associate Telephone: (909) 335-7755

Southern California Edison Company Mr. Ron Torres Telephone: (909) 930-8432

City of Chino Hills Mr. Steven Nix, City Engineer Telephone: (909) 364-2600

Verizon Ms. Estella Donoso Telephone: (909) 469-6336

Santa Ana Watershed Project Authority Mr. David Ruhl Telephone: (951) 354-4223

Time Warner Cable Mr. Keith Klump Telephone: (714) 936-7290

Crown Castle (formerly NextG Networks, Inc.)

Mr. Peter Matkowski Telephone: (626) 320-0996

The contractor shall notify San Bernardino County and all affected utilities 14 days in advance of any planned utility outages or disruption of utility services. If outages to the facility is expected to be longer than 2 hours, the contractor will be responsible for providing power for the duration of the outage.

1.2.5.2 Telephone Lines

The Contractor shall notify the contracting officer, 60 calendar days prior to permanent installation of all telephone lines.

1.2.5.3 Existing Bench Marks and R/W Markers

The Contractor shall notify the Contracting Officer, in writing, 7 days in advance of the removal of any bench mark or right-of-way marker.

1.2.5.4 Spill Reporting

The Contractor shall notify the Contracting Officer immediately after all spills, regardless of quantity, including all personnel exposures. The Contractor shall submit a written notification not later than 7 calendar days after the initial notification. The written notification shall include the following:

a. Item spilled, leaked or releases in an unauthorized manner

SECTION 01 11 00 Page 5

(Identification,Quantity and Manifest Numbers).

b. Whether the amount spilled, leaked or released in an unauthorized manner is EPA reportable and, if reported, a copy of the report.

c Exact location of the spill, leak or unauthorized release.

d. Nature of exposure to personnel.

e. Containment procedures initiated.

f. Anticipated cleanup and disposal procedures.

g. Disposal location of spill, leak or unauthorized release residue.

1.2.6 Restrictions

1.2.6.1 Representatives of Other Agencies

Personnel representing owners and agencies may be present for various portions of the work. However, the Contractor will be responsible only to the Contracting Officer.

1.2.6.2 Environmental Restrictions

Refer to specification Section 01 57 20 Environmental Protection for restrictions. Many of the environmental restrictions limit the contractor from working in specific areas for extended periods of several months.

1.2.6.3 Working Hours

The Contractor shall restrict all construction activities, including warming equipment, to the following schedule:

Monday through Friday 7 a.m. to 7 p.m.

Saturday upon approval by contracting officer 9 a.m. to 6 p.m.

Access to the job site will be allowed 30 minutes prior to starting time unless otherwise approved by the Contracting Officer. No work will be permitted on Sundays or Federal Holidays.

1.2.6.4 Water for Construction

Reference is made to the clause of the contract entitled "Permits and Responsibilities," which obligates the Contractor to obtain all required licenses and permits for construction, including water for construction.

The Contractor shall be responsible for obtaining and paying all costs and fees associated with the acquisition of water for construction. Water rights within the Prado Basin are owned by the Orange County Water District (OCWD). The Contractor shall not intercept existing surface or subsurface flows at any time during the contract performance period. All water from dewatering activities, once tested and permitted by the California Regional Water Quality Control Board(CRWQCB), Santa Ana Region, (see Section 01 57 20 ENVIRONMENTAL PROTECTION, paragraphs 1.2.3(a) and 1.4.2) shall be returned to the streambed or other areas approved by the Contracting Officer.

SECTION 01 11 00 Page 6

1.3 ACCESS, HAUL ROADS, AND TEMPORARY CULVERTS

1.3.1 Traffic Control Plan

The Contractor shall develop a Traffic Control Plan and obtain approval from the City of Chino and Caltrans prior to construction. The plan shall include details of truck haul routes.

1.3.2 Public and Private Roads

When it is necessary to operate on existing roads outside the construction area, all necessary permits shall be obtained from the appropriate private or public authority. Work shall be conducted in such manner so as to obstruct and inconvenience traffic on existing roads outside the construction limits as little as possible. Spillage of earth, dusty materials, boulders, and mud on project roads or other road will not be permitted. If spillage cannot be prevented, the spillage shall be immediately removed and such areas shall be kept clear throughout the workday. At the conclusion of each workday, such traveled areas shall be cleared of spillage, boulders, and mud.

1.3.3 Haul Roads

All haul and access roads within the construction area, including the borrow area, shall be maintained regularly to provide vehicular access for the Government's vehicles and the Contractor's vehicles and equipment during the contract performance period. Road maintenance shall include:

clearing and disposal of rock/mud slides on the roads and drainage ditches, repair of washouts, repair of potholes and ruts, regrading, and any surface treatment as needed to allow for continuous uninterupted passage for all equipment and vehicles. Prior to any alterations of any road alignment the Contractor shall receive approval from the Contracting Officer. Road maintenance and alterations shall be performed by the Contractor at no additional cost to the Government.

1.3.4 Temporary Culverts

Temporary culverts shall be placed as necessary to maintain positive flows throught the project to prevent ponding and to keep all haul roads passable. Culverts shall be corrugated metal pipe of adequate diameter.

Dump stone or other energy dissipating structures shall be provided at all outlets of culverts to prevent undermining of pipe. Exact locations of the culverts shall be subject to approval by the Contracting Officer.

All culverts within the construction area, including the borrow areas, shall be maintained to provide unrestricted flow through the culverts.

Culvert maintenance shall include debris cleaning, repair of failures, and extension of culverts due to road alterations. Culvert maintenance shall be performed by the Contractor at no additional cost to the Government.

1.4 TRAFFIC SAFETY

1.4.1 Warning Devices

In accordance with Contract Clause ACCIDENT PREVENTION, signs, barricades, and warning devices shall be provided, installed, and maintained as are required for protection of vehicular traffic at any location where operations interfere with public or private roads. Signs, barricades, lights, and signals shall be in conformance with Part VI of the U.S.

SECTION 01 11 00 Page 7

Department of Transportation Manual on Uniform Traffic Control Devices for Streets and Highways.

1.4.2 Rock and Gravel

Rock and gravel for use as a stabilizer for haul roads, staging areas, or other areas within the project limits shall be subject to approval by the Contracting Officer.

1.5 SCRAP MATERIAL

Materials indicated to be removed and not indicated to be salvaged, stored or reinstalled are designated as scrap and shall become the property of the Contractor and be removed from the site of work. The Contractor by signing this contract hereby acknowledges that he made due allowance for value, if any, of such scrap in the contract price.

1.6 ARCHAEOLOGICAL FINDINGS DURING CONSTRUCTION

Should the Contractor or any of his employees in the performance of this contract find or uncover any archaeological remains, he shall notify the Project Engineer immediately. Such notification will be a brief statement in writing giving the location and nature of the findings. Should the discovery site require archaeological studies resulting in delays and/or additional work, the Contractor will be compensated by an equitable adjustment under the General Provisions of the contract.

1.7 POST-CONSTRUCTION CLEANUP AND OBLITERATION

The Contractor shall obliterate all signs of temporary construction facilities such as haul roads, access roads, work areas, structures, foundations of temporary structures, stockpiles of excess or waste materials, or any other vestiges of construction as directed by the Contracting Officer. Excavation, filling, regrading and plowing of roadways and other construction areas will require the areas to be restored to near natural conditions, which will permit the growth of vegetation thereon. All areas disturbed within the construction and borrow sites and along the haul route shall be graded and filled as required to prevent ponding.

1.8 PERMITS

1.8.1 General

Reference is made to the clause of the contract entitled "Permits and Responsibilities," which obligates the Contractor to obtain all required licenses and permits, including, but not necessarily limited to the following specified hereinbelow.

1.8.1.1 National Pollutant Discharge Elimination System (NPDES) Permit

The Contractor shall apply and obtain coverage under the General Construction Permit, (Order No. 2009-0009-DWQ) as modified by Order No.

2010-2014 DWQ (GCP) from the California State Water Resources Control Board, Division of Water Quality. The GCP requires, among other things, the development and implementation of Storm Water Pollution Prevention Plan (SWPPP), which shall be maintained on-site throughout the construction period. Each covered construction activity must obtain coverage under this permit by submitting Permit Registration Documents (PRD's) to the State

SECTION 01 11 00 Page 8

Board in accordance with the requirements of the GCP. The PRD's shall identify the Contractor as the Legally Responsible Person (LRP).

Contractor shall comply with the requirements of SECTION 01 57 23: STORM

WATER POLLUTION PREVENTION MEASURES.

1.8.1.2 Discharge Permit

If Groundwater pumping and discharge is required, the Contractor shall first obtain necessary permits from the CRWQCB, Santa Ana Region, pay all associated fees, and adhere to all permit conditions which may include preliminary and continued testing of water to be discharged.

1.8.1.3 City of Chino Permits

The Contractor shall apply for and obtain a Right of Way Encroachment Permit and a Detour/Lane Closure Permit from the City of Chino for the improvements to Pomona Rincon Road. All asssociated fees shall be paid by the Contractor. A copy of the permit applications are attached at the end of this section.

1.8.1.4 CalTrans Permit

The Contractor shall apply for and obtain a Transportation Permit from State of California, Department of Transportation for access on Euclid Avenue. All asssociated fees shall be paid by the Contractor. A copy of the permit information is attached at the end of this section.

1.9 REQUIRED INSURANCE

1.9.1 General

The Contractor shall maintain insurance in full force and effect throughout the term of this contract. The policy or policies of insurance maintained by the Contractor shall provide the limits and coverages as set forth herein below.

1.9.2 Insurance

Insurance shall be in force the first day of the term of this contract.

1.9.3 Insurance Policy

Each insurance policy required by this contract shall contain the following clauses:

a. "This insurance shall not be canceled, limited in scope of coverage or non-renewed until after 30 days written notice has been given to (1) Riverside County Flood Control and Water Conservation District, Attn: Albert Martinez, 1995 Market Street, P.O. Box 1033, Riverside, CA 92502-1033, (2) San Bernardino County Flood Control District, Attn: Kevin Blakeslee, 825 East Third Street, San Bernardino, CA 92415-0835, (3) Orange County Flood Control District, Attn: Lance Natsuhara, 300 North Flower Street., P.O. Box 4048, Santa Ana, CA 92702-4048 and, (4) County of San Bernardino Risk Management Department, Attn: John Eisle, 222 W.

Hospitality Lane, San Bernardino, CA 92415.

b. "All rights of subrogation are hereby waived against the County of Riverside, San Bernardino, and Orange and the members of the Board

SECTION 01 11 00 Page 9 of Supervisors and elective or appointive officers or employees, when acting within the scope of their employment or appointment, and County Districts and their Board or Commissions which are governed by the County Board of Supervisors".

c. "As respects operation of the named insured performed on behalf of the Government, the following are added as additional insureds:

1. The San Bernardino County Flood Control District, County of San Bernardino, Orange County Flood Control District, County of Orange, Riverside County Flood Control and Water Conservation District, County of Riverside, and City of Chino.

d. "It is agreed that any insurance maintained by the Orange County Public Works will apply in excess of, and not contribute with, insurance provided by this policy.

LIABILITY INSURANCE

COVERAGE MINIMUM LIMITS

Comprehensive General Liability $10,000,000 combined single limit including Completed Operation per occurrence.

and a Broad Form Property Endorsement and Comprehensive Automobile Liability

Worker's Compensation Statutory

1.9.4 Liability Insurance

Any liability insurance required by this contract shall not contain exclusions or endorsements which eliminate or limit coverage for the following:

a. Claims of liability for bodily injury or property damage caused by, resulting from, attributable or contributed to, or aggravated by the subsidence or other movement of soils or land as a result of landslide, consolidation, expansion, creep, shifting, sinking, or mud flow;

b. Claims of liability for bodily injury or property damage caused by, resulting from, attributable or contributed to, or aggravated by the actual, alleged, or threatened discharge, dispersal, release or escape of any pollutants;

c. Completed Operations coverage;

d. Products coverage;

e. Broad Form Property Damage coverage;

f. Blanket Contractual coverage.

1.9.5 Fire and Extended Coverage

The Contractor shall purchase a course of construction property insurance policy to cover structures (excluding reinforced concrete structures) being

SECTION 01 11 00 Page 10 built under the terms of this contract to at least 90 percent of their replacement cost. As a minimum, coverage shall be provided for replacement cost and for fire and the extended coverage perils.

1.9.6 Worker's Compensation

Each liability and worker's compensation insurance policy required by this contract shall contain clause numbers 1.9..3 (a.) and 1.9.3 (c.) above, and the following clause: "It is agreed that any insurance maintained by the County of Riverside, San Bernardino, and Orange will apply in excess of, and not contribute with, insurance provided by this policy."

1.9.6.1 Procuring of Required Policy

The procuring of such required policy or policies of insurance shall not be construed to limit Contractor's liability hereunder not to fulfill the indemnification provisions and requirements of this contract.

1.9.6.2 Contractor Agrees to Indemnify

Contractor agrees to indemnify and save harmless agency, its officers, employees, agents and volunteers from and against any and all claims, actions, losses, damages and/or liability arising out of this contract from any cause whatsoever, including the acts, errors or omissions of any person, except where such indemnification is prohibited by law.

1.10 PROTECTION AND MONITORING MEASURES

1.10.1 Temporary Construction Easement

Orange County is the process of obtaining a Temporary Construction Easement for the Adobe property. The Contractor shall comply with all applicable conditions of the signed easement. A copy of the most recent draft is attached at the end of this section.

1.10.2 Historic Structure Insurance

The Contractor shall maintain throughout the duration of the Project a minimum of $2,000,000 insurance coverage which specifically insures Orange County for the protection, repair, and restoration of the Museum structures, artifacts, and other Museum items and contents and names the County of San Bernardino as additional insured; the certificate of insurance for said policy shall be delivered to County of San Bernardino prior to commencing of any work allowed herein.

1.10.3 Protection and Monitoring Plan

The Contractor shall formulate and prepare a Museum Site Preservation Plan in accordance with SECTION 01 57 20 ENVIRONMENTAL PROTECTION, which includes, among other things, a base line report, and an inventory of Museum items ("Protection and Monitoring Plan"). The Contractor shall implement and complete the Protection and Monitoring Plan to the satisfaction of the Museum Director.

1.10.4 Payment

Payment for acquiring and maintaining insurance coverage specifically for the Museum will be made as specified in the SECTION 01 22 00, MEASUREMENT

AND PAYMENT.

SECTION 01 11 00 Page 11

1.11 PROGRESS PAYMENTS

1.11.1 Partial Pay Estimates

Partial pay estimates shall be submitted every month. The following items shall be submitted with the partial pay estimates to ensure prompt payment:

a. Project schedule Narrative and Earnings Monthly update reports.

b. Safety report(s) in accordance with OSHA, CALOSHA, and the Corps of Engineers' EM 385-1-1.

c. Updated/current submittal register as specified in Section 01 33 00 SUBMITTAL PROCEDURES, paragraph: Submittal Register (ENG FORM 4288).

d. Quality Control Reports as specified in Section 01 45 01 USACE QUALITY CONTROL, paragraph: Documentation.

1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the Contract Clause entitled: DEFAULT (FIXED PRICE CONSTRUCTION). In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

(a) The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipation for the project location during any given month.

(b) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

1.12.1 Anticipated Adverse Weather Days

The following schedule of monthly anticipated adverse weather delays will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities. Adverse Weather Days were determined based on the daily precipitation greater than .10 inch

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS BASED ON FIVE (5) DAY

WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

5 3 3 1 1 0 0 0 1 1 2 5

1.12.2 Documentation

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally

SECTION 01 11 00 Page 12 scheduled work. Actually adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day. The number of actual adverse weather days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in the subparagraph above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Contract Clause entitled: DEFAULT (FIXED PRICE CONSTRUCTION).

1.13 STANDARD PLANS

The standard plans for the chain link fence and gate are attached at the end of this section.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 13

DETOUR/LANE OR SIDEWALK CLOSURE

APPLICATION/PERMIT

CITY OF CHINO

13220 Central Avenue, Chino, CA 91710 (909) 591-9824 Fax (909) 590-5535

Work Location:

Project No:

Start Date:

Expiration Date:

Extension Date:

Work to be Performed:

Lane Closure Sidewalk Closure Full Closure Detour

Applicant:

Address:

Contact Person:

City: State: Zip: Telephone:

Telephone: Fax: Insurance Expiration:

Authorized representative who may be reached in an emergency (24 hours) Name (Please Print): Emergency Telephone

Address: City:

Representative Signature Date

Limit of Roadway Affected Date Requested Streets Affected From To Closed Reopened

Road/Lane Closures shall be limited to the hours of 8:30 a.m. to 3:30 p.m. weekdays unless otherwise approved by the Director of Public Works.

Where a road closure involves public utilities as part of the relocation or construction, a letter from each utility company involved shall be attached confirming completion of their work on or before the above reopening date.

Posting procedure for full roadway closures is as follows: The contractor shall post signs with street name, dates of road closure and reopening (See Standard Drawing 835, City of Chino Standard Drawings & Specifications). Posting schedule for Major, Primary and Secondary Streets is fourteen (14) days prior to road closure and five (5) days for Local and Collector Streets. In all cases, contractor shall post signs in advance of the project limits (as shown on approved lane closure/detour plans) and all signs shall remain posted until street reopening.