W912PL-16-B-0005_Amendment03.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 2

0003 Aug 23, 2016

W912PL

U.S. Army Corps of Engineers Los Angeles District 915 Wilshire Boulevard, Suite 930 Los Angeles, California 90017-3401 Attn:Contracting Division CESPL-CT-W

SEE ITEM 6

W912PL-16-B-0005

Jul 28, 2016

Santa Ana River Mainstem, Lower Santa Ana River Channel,Reach 9-Phase 5B, Orange County, California. (W912PL-16-B-0005)

BID OPENING DATE HAS BEEN CHANGED TO SEPTEMBER 2, 2016, 1:00 PM

Other revisions incorporated by this amendment: SEE CONTINUATION PAGE

INSTRUCTIONS

Instructions for items other than those that are self-explanatory, are as follows:

Item 1 (Contract ID Code) . Insert the contract type identification code that appears in the title block of the contract being modified.

Item 3 (Effective date) .

(1)

(2)

(3)

(4)

(5)

For a solicitation amendment, change order, or administrative change, the effective date shall be the issue date of the amendment, change order, or administrative change.

For a supplemental agreement, the effective date shall be the date agreed to by the contracting parties.

For a modification issued as an initial or confirming notice of termination for the convenience of the Government, the effective date and the modification number of the confirming notice shall be the same as the effective date and modification number of the initial notice.

For a modification converting a termination for default to a termination for the convenience of the Government, the effective date shall be the same as the effective date of the termination for default.

For a modification confirming the contacting officer's determination of the amount due in settlement of a contract termination, the effective date shall be the same as the effective date of the initial decision.

(a)

(b)

(c)

(d)

(e)

(f)

Item 6 (Issued By) . Insert the name and address of the issuing office. If applicable, insert the appropriate issuing office code in the code block.

Item 8 (Name and Address of Contractor) . For modifications to a contract or order, enter the contractor's name, address, and code as shown in the original contract or order, unless changed by this or a previous modification.

Item 9, (Amendment of Solicitation No. - Dated), and 10, (Modification of Contract/Order No. - Dated ). Check the appropriate box and in the corresponding blanks insert the number and date of the original solicitation, contract, or order.

Item 12 (Accounting and Appropriation Data) .

When appropriate, indicate the impact of the modification on each affected accounting classification by inserting one of the following entries.

(2) Accounting classification Net decrease $

Include subject matter or short title of solicitation/contract where feasible.

Item 16B . The contracting officer's signature is not required on solicitation amendments. The contracting offier's signature is normally affixed last on supplemental agreements.

(i)

NOTE: If there are changes to multiple accounting classifications that cannot be placed in block 12, insert an asterisk and the words "See continuation sheet".

Item 13 . Check the appropriate box to indicate the type of modification. Insert in the corresponding blank the authority under which the modification is issued. Check whether or not contractor must sign this document. (See FAR 43.103.)

Item 14 (Description of Amendment/Modification) .

Organize amendments or modifications under the appropriate Uniform Contract Format (UCF) section headings from the applicable solicitation or contract. The UCF table of contents, however, shall not be set forth in this document Indicate the impact of the modification on the overall total contract price by inserting one of the following entries:

Total contract price increased by $

Total contract price decreased by $

Total contract price unchanged.

State reason for modification.

When removing, reinstating, or adding funds, identify the contract items and accounting classifications.

When the SF 30 is used to reflect a determination by the contracting officer of the amount due in settlement of a contract terminated for the convenience of the Government, the entry in Item 14 of the modification may be limited to --

A reference to the letter determination; and

A statement of the net amount determined to be due in settlement of the contract.

(g)

(h)

(i)

(ii)

(1)

(2)

(3)

(4)

(5)

(6)

(i)

(ii)

(iii)

STANDARD FORM 30 (REV. 10-83) BACK

(1) Accounting classification Net increase $

Santa Ana River Mainstem Lower Santa Ana River Channel Reach 9 Phase 5B Orange County, California W912PL-16-B-0005

SF 30 CONTINUATION PAGE 1 OF 1 Amendment 0003

SF 30 BLOCK 14 CONTINUATION

SUMMARY OF CHANGES

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

Section Number

Section Title

SF 1442

00 10 00 CONTRACT LINE ITEM NUMBER (CLIN) SCHEDULE

00 73 16 DISTRICT INSURANCE REQUIREMENTS

DIVISION 01 – 48 - TECHNICAL SPECIFICATIONS

Section Number Section Title

COVER

TABLE OF CONTENTS

01 11 00 SUMMARY OF WORK

01 22 00 PRICE AND PAYMENT PROCEDURES

01 45 00.00 10 CONTRACTOR QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

DRAWINGS

No changes.

OTHER CHANGES

Delete Exhibit C in Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS and replace with Exhibit C-2 per Amendment 2

IFB NO: W912PL-16-B-0005

Amendment No. 0003

U.S. ARMY CORPS OF ENGINEERS

LOS ANGELES DISTRICT

Santa Ana River Mainstem, Lower Santa Ana River Channel, Reach 9 – Phase

5B (APPROX. 1/4 MILE EAST OF VIA LOMAS

DE YORBA W. TO APPROX. 1 MILE EAST OF

GYPSUM CANYON ROAD BRIDGE)

Orange County, California

Construction Solicitation and Specifications

AUGUST 2016

PROJECT TABLE OF CONTENTS Page 1

Orange County, California W912PL-16-B-0005

PROJECT TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

SF 1442 SOLICITATION, OFFER AND AWARD

00 01 05 CERTIFICATION PAGE

00 10 00 CONTRACT LINE ITEM PRICING SCHEDULE AM 02 AM 03

00 21 00 INSTRUCTIONS

00 21 13 INSTRUCTIONS TO BIDDERS AM 02

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 70 00 CONDITIONS OF THE CONTRACT

00 73 16 DISTRICT INSURANCE REQUIREMENTS AM 03

00 73 46 DAVIS BACON WAGES

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK AM 02 AM 03

01 22 00 PRICE AND PAYMENT PROCEDURES AM 01 AM 02 AM 03

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 CONTRACTOR QUALITY CONTROL AM 03

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS AM 02 AM 03

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 30 DIVERSION AND CONTROL OF WATER

01 62 35 RECYCLED / RECOVERED MATERIALS

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AM 01 AM 02

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE AM 01 AM 02

03 36 00 GROUTING STONE PROTECTION

DIVISION 05 - METALS

05 50 15 CIVIL WORKS FABRICATIONS

DIVISION 31 – EARTHWORK

31 00 00 EARTHWORK AM 02

31 03 00 GEOTECHNICAL INSTRUMENTATION

31 05 22 GEOTEXTILES USED AS FILTERS

31 11 00 CLEARING AND GRUBBING

DIVISION 32 - EXTERIOR IMPROVEMENTS

PROJECT TABLE OF CONTENTS Page 2

32 01 30 MAINTENANCE OF PROJECT SITE IMPROVEMENTS

32 11 23 AGGREGATE BASE COURSE

31 11 30 DECOMPOSED GRANITE

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 31 13 FENCES AND GATES

32 92 19 HYDROSEEDING

32 93 00 EXTERIOR PLANTING (SANTA ANA RIVER) AM 02

DIVISION 33 -- UTILITIES

33 40 00 STORM DRAINAGE UTILITIES AM 01 AM 02

DIVISION 35 -- WATERWAY AND MARINE CONSTRUCTION

35 31 19 STONE PROTECTION AM 01

-- 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-16-B-0005 x 28 Jul 2016 1 OF 2

U.S. Army Corps of Engineers Los Angeles District 915 Wilshire Boulevard, Suite 930 Los Angeles, California 90017-3401 Attn:Contracting Division CESPL-CT-W

See Item 7

Tom Koponen/Patricia Bonilla 213-452-3247/213-452-3255

Santa Ana River Mainstem, Lower Santa Ana River Channel, Reach 9 - Phase 5B

The project consists of improvements to an existing 2.4-mile section of the north bank of the Santa Ana River Channel for the LDY-S (Lomas De Yorba-Sur -Levee), City of Yorba Linda, CA.

Improvements include replacement of the ungrouted stone bank with the 24 inch grouted stone bank and protection of an existing Santa Ana River Interceptor (SARI) sewer line and manholes. The new 24 inch grouted stone bank would have an adequate foundation depth to minimize scour and provide erosion control and support the conveyance capacity required by SARMP (Santa Ana River Mainstem Project) operations. In addition to the 24-inch grouted stone and SARI sewer line and manhole construction, the project also calls for construction of the access ramps, extension of multiple interior RCP (reinforced concrete pipe) side drains, construction of an AC (asphalt concrete) bikeway, a DG (decomposed granite) riding/hiking trail, and an ABC (aggregate base course) operation and maintenance road. The estimated cost range of construction for the bid is more than $10,000,000. Estimated duration of the project: 1,040 Calendar Days. This solicitation is an unrestricted procurement. This Procurement will be conducted under FSC CODE:

Y1KB, NAICS Code: 237990 Other Heavy and Civil Engineering Construction. The size standard for this code is $36,500,000. The acquisition will use FAR Part 14 Sealed Bidding procedures for award. All interested firms must be registered in System for Award Management (SAM) to be eligible for award of Government contracts. All offerors are advised that this project may be delayed, cancelled or revised at any time during the solicitation, selection, evaluation, negotiation and/or final award process.

10 see 007300

X X *Section 00 73 00

X 10

0 1:00 PM

September 2, 2016

X

AMENDMENT 0003

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 Section 00 10 00 Solicitation Contract Line Item Number (CLIN) Schedule

USACE Los Angeles District Santa Ana Dams Resident Office 2493 Pomona-Rincon Road Corona, CA 92880-6982

USACE, Finance Center

ATTN: CEFCO-AO-D

5722 Integrity Drive Millington, TN 38054-5005

SECTION 00 10 00 Page 1 Amendment 0003

SECTION 00 10 00

Solicitation Contract Line Item Number (CLIN) Schedule

Bidding Schedule

Base Bid

Item No. Description Quantity Unit Unit

Price

Amount

Dewatering and Diversion of Water and Control

Job

JA

0002 Traffic Control Plan and Implementation

1 Job JA

0003 Demolition

1 Job JA $

Temporary Fencing

Clearing and Grubbing

Stripping and Stockpiling

Topsoil

85,000

CY

0007 Remove and Salvage Existing Stone, Process and Place Stone for Riprap Slope Protection and Grouted Stone 115,000 Ton $ $

0008 Import Stone for Riprap Slope Protection and Grouted Stone

0008A

0008B

First 10,000 Tons

Over 10,000 Tons

10,000 Ton $ $

35,000 Ton $ $

Excavation

610,000

Compacted Fill

18,500

Compacted Backfill

600,000

Bedding Material

28,500

Ton

0013 Grouting Stone 18,300 CY $ $

Concrete

Curb, Detail

A

10,100

LF

Concrete

Curb, Detail

B

7,310

LF

Toe Road

SECTION 00 10 00 Page 2 Amendment 0003

Item Description Quantity Unit

Maintenance Road

Crest Road

Bikeway

DG Trail

Permanent Access Ramps

Weep Hole Subdrain System

12,810 LF $

Sound Barrier Wall

14,450 LF $

Cable Fence

12,520 LF $

Ramp Control Gate

2 EA $

96-inch Dia. RCP Extension Outlet Structure and 1 EA

84-inch Dia. RCP Extension and

EA

Outlet Structure $ $

72-inch Dia. RCP

Extension

0029 66-inch Dia. RCP Outlet Structure

Extension and 1 EA

0030 48-inch Dia. RCP Outlet Structure

Extension and 3 EA

0031 42-inch Dia. RCP Outlet Structure

0032 36-inch Dia. RCP Outlet Structure

30-inch Dia. RCP

Extension

0034 Miscellaneous Drainage Items 1 Job JA $

0035 Geotechnical Instrumentation 1 Job JA $

SECTION 00 10 00 Page 3 Amendment 0003

0036 Installation of Survey Monuments 5 EA $ $

0037 Installation of Station Markers 25 EA $ $

0038 Temporary Irrigation - Upland and

Riparian Vegetation

47 AC $ $

0039 Exterior Planting - Upland and Riparian Vegetation

47 AC

0040 Hydroseeding - Upland and Riparian

Vegetation

47 AC $ $

0041 Landscape Plant Establishment and 47 AC $ $

Maintenance - Upland and Riparian Vegetation

0042 Maintenance of Project Site 66 AC $ $

Improvements

0043 Landscaping and Irrigation, Rest Stop Sta 1317+00 to 1322+00

0044 Slope Reconstruction, Rest Stop

Station 1317+00 to 1322+00

0045 Signage 1 Job JA $

0046 Chain Link Fence and Double Swing

Gates

0047 Moist Curing Facility 1 Job JA $

0048 Well Destruction 13 EA $ $

0049 Bikeway Detour Plan and

Implementation

ESTIMATED AMOUNT OF BASE BID : $

(Line Items 0001 through 0049)

SECTION 00 10 00 Page 4 Amendment 0003

Option Items

0050 OPTION A - SARI Manhole Protection and Access Road Inside Excavation Daylight 1 Job JA

0051 OPTION B - SARI Manhole Protection and Access Road Outside Excavation Daylight 1 Job JA

0052 Prado Office Maintenance 12 MONTH $ $

0053 Security Guard Service 12 MONTH $ $

ESTIMATED AMOUNT OF OPTION ITEMS :

(Line Items 0050-0053)

TOTAL ESTIMATED AMOUNT OF BASE BID PLUS OPTION ITEMS :

(Line Items 0001-0053)

Abbreviations:

AC = Acre

CY = Cubic Yard

EA = Each

LF = Linear Foot

JA = Job Amount

SF = Square Foot

Ton = 2000 pounds

Santa Ana River Mainstem, Lower Santa Ana River Channel, Reach 9-Phase 5B, SECTION 00 10 00 Page 5 Amendment 0003

ADDITIONAL BIDDER'S NOTES:

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

2. If a modification to a bid based on unit prices is submitted which provides for a job amount adjustment to the total estimated amount, the application of the job amount adjustment to each unit price in the Price 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 Price Schedule.

3. Prices must be submitted on all individual items of the Solicitation, Contract Line Item Number (CLIN) Schedule. Failure to do so may cause the bid to be determined “non-responsive.”

4. For the purpose of initial evaluation of bids, the following will be utilized in resolving arithmetic discrepancies found on the face of the Price Schedule as submitted by the bidder:

a. Obviously misplaced decimal points will be corrected;

b. In case of discrepancy between the unit price and the extended price, the unit price will govern;

c. Apparent errors in extensions of unit prices will be corrected;

d. Apparent errors in addition of lump sum and extended prices will be corrected.

5. For the purpose of bid evaluation, the Government will proceed on the assumption that the bidder intends the bid to be evaluated on the basis of unit prices the totals arrived at by the resolution of arithmetic discrepancies as provided above and the bid will be so reflected on the abstract of bids.

6. The job amount "JA" line items in the Price Schedule are not "Estimated Quantity" line items and are not subject to the "Variation in Estimated Quantity" contract clause.

7. The 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.

8. Principal Contracting Officer. The Contracting Officer who signs this contract will be the Principal Contracting Officer for this contract.

However, any Contracting Officer assigned to the Los Angeles District, Contracting within his authority, may take formal action on this contract when the Principal Contracting Officer is unavailable and the action needs to be taken.

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

10. The bidder/offeror shall distribute indirect costs (overhead, profit, bond, etc) over all items in the Contract Line Item Number (CLIN) Schedule. The Government will review all submitted Solicitation, Contract Line Item Number (CLIN) Schedules for any unbalancing of the items. Any submitted Solicitation, Contract Line Item Number (CLIN) Schedule determined to be unbalanced may cause the bidder to be ineligible for award.

Santa Ana River Mainstem, Lower Santa Ana River Channel, Reach 9-Phase 5B, SECTION 00 10 00 Page 6 Amendment 0003

11. The bidder shall furnish all plant, labor, material, equipment, etc., necessary to perform all work in strict accordance with the terms and conditions set forth in the contract in include all attachments thereto.

12. Some quantities are ESTIMATED, the bidders prices MUST BE FIRM.

13. Bidder is cautioned to check his Price Schedule carefully prior to submission. If the Price Schedule contains unit prices, they should be round off to the second decimal point only NOT EXTENDED FURTHER.

14. Payment of Electronic Funds Transfer (EFT) is the mandatory method of payment. The Contractors attention is directed to Contract Clause NO. 52.232-

33 “Mandatory Information for Electronic Funds Transfer” located in Section

00 70 00 Conditions of the Contract.

15. Contractor is required to fill in Cage code, TIN and DUNS Number in Block No. 14 on Standard Form 1442, the Name and Address Block.

252.236-7008 Contract Prices - Bidding Schedules (Dec 1991)

a. The Government's payment for the items listed in the CLIN Schedule shall constitute full compensation to the Contractor for --and

(1) Furnishing all plant, labor, equipment, appliances, and materials;

(2) Performing all operations required to complete the work in conformity with the drawings and specifications.

b. The Contractor shall include in the prices for the items listed in the Pricing Schedule all costs for work in the specifications, whether or not specifically listed in the Pricing Schedule.

52.217-5 Evaluation of Options (Jul 1990)

Except when it is determined in accordance with FAR 17.206(b) not to be in the Government’s best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement.

Evaluation of options will not obligate the Government to exercise the option(s).

-- End of Section –

SECTION 00 73 16 Page 1 Amendment 0003

DISTRICT INSURANCE REQUIREMENTS FOR

SANTA ANA RIVER MAINSTEM

LOWER SANTA ANA RIVER CHANNEL REACH 9-PHASE 5B

Within 10 days of receiving Notice of Award, the Contractor agrees to purchase all required insurance at Contractor’s expense, and to deposit with the Orange County Flood Control District (“District” acting either directly or through authorized agents within the scope of the particular duties delegated to them), Certificates of Insurance, including all endorsements required herein, necessary to satisfy the District that it has met the requirements of the insurance provisions.

Contractor agrees to keep such insurance coverage, Certificates of Insurance, and endorsements on deposit with the District during the entire term of this Contract. The Contractor prior to start of work shall provide the District with the declarations pages of all required insurances, showing all endorsements, and a complete certified copy of the policy(ies). The Contractor shall furnish to the District a new copy of these documents within ten (10) working days upon Contractor’s receipt whenever there is a change to such insurance documents. The District reserves the right to request the declaration pages showing all the endorsements and a complete certified copy of the policy.

In addition, all subcontractors performing work on behalf of Contractor pursuant to this Contract shall obtain insurance coverage subject to the same terms and conditions as set forth herein for Contractor. The District reserves the right to request the declarations pages showing all endorsements and a complete certified copy of the subcontractor’s policy.

Contractor agrees to ensure that all subcontractor performing work on behalf of the Contractor shall be covered under Contractor’s insurance as an Additional Insured or maintain insurance subject to the same terms and conditions as set forth herein for Contractor. Contractor agrees it shall not allow subcontractors to work if subcontractors have less than the required level of coverage or that its policy does not include all the Additional Insureds as noted below. Contractor agrees to make the insurance requirements a part of its agreement with all of its subcontractors, to obtain each subcontractor’s proof of insurance prior to the start of its work, and to provide the proofs to the District. At all reasonable times, the District may require revalidation of Contractor’s or a subcontractor’s proof of insurance.

All self-insured retentions (SIRs) or deductibles shall be clearly stated on the Certificate of Insurance. If no deductibles or SIRs apply, indicate this on the Certificate of Insurance with a “0” by the appropriate line of coverage. Any deductible or self-insured retention (SIR) in an amount in excess of $25,000 ($5,000 for automobile liability), which shall be specifically approved by the District Executive Office (CEO)/Office of Risk Management. Contractor shall be responsible for reimbursement of any deductible to the insurer. Any SIRs or deductibles shall be clearly stated on the Certificate of Insurance. Upon notice of any actual or alleged claim or loss arising out of a subcontractor’s work hereunder, the subcontractor shall immediately satisfy in full the SIR provisions of the policy in order to trigger coverage for the Contractor and all Additional Insureds.

If the Contractor or any of the Contractor’s subcontractors fail to maintain insurance acceptable to the District for the full term of this Contract, the Government may at its option terminate this Contract.

Qualified Insurer

The policy or policies of insurance must be issued by an insurer with a minimum rating of A- (Secure A.M. Best’s Rating) and VIII (Financial Size Category) as determined by the most current

SECTION 00 73 16 Page 2 Amendment 0003 edition of the Best’s Key Rating Guide/Property-Casualty/United States or ambest.com. It is preferred, but not mandatory, that the insurer be licensed to do business in the state of California (California Admitted Carrier).

If the insurance carrier does not have an A.M. Best Rating of A-/VIII, the District retains the right to approve or reject a carrier after a review of the company’s performance and financial ratings.

The policy or policies of insurance maintained by the Contractor shall provide the minimum limits and coverage as set forth below:

Coverage Minimum Limits

Commercial General Liability $10,000,000 per occurrence $10,000,000 aggregate

Automobile Liability including coverage for owned, non-owned and hired vehicles

$1,000,000 per occurrence

Workers’ Compensation Statutory Employers’ Liability Insurance $1,000,000 per occurrence Environmental/Pollution Liability

$1,000,000 per occurrence

Required Coverage Forms

The Commercial General Liability coverage shall be written on Insurance Services Office (ISO) form CG 00 01, or a substitute form providing liability coverage at least as broad.

The Business Auto Liability coverage shall be written on ISO form CA 00 01, CA 00 05, CA 00 12, CA 00 20, or a substitute form providing liability coverage as broad.

Required Endorsements

The Commercial General Liability policy shall contain the following endorsements, which shall accompany the Certificate of Insurance:

1) An Additional Insured endorsement using ISO form CG 2010 or CG 2033 or a form at least as broad naming the District and members of the Board of Supervisors, its elected and appointed officials, officers, employees and agents, the Orange County Flood Control District, County of Orange, City of Yorba Linda, Orange County Sanitation District, Yorba Linda Water District, and Villa del Rio Homeowners’ Association, and Neff Ranch, Ltd. as Additional Insureds.

2) A primary non-contributing endorsement evidencing that the Contractor’s insurance is primary and any insurance maintained by the District shall be excess and non-contributing.

3) A Products and Completed Operations endorsement using ISO Form CG2037 (ed.

10/01) or a form at least as broad, or an acceptable alternative is the ISO from CG2010 (ed. 11/85).

SECTION 00 73 16 Page 3 Amendment 0003

The Workers’ Compensation policy shall contain a waiver of subrogation endorsement waiving all rights of subrogation against the District and members of the Board of Supervisors, its elected and appointed officials, officers, employees and agents when acting within the scope of their appointment or employment.

All insurance policies required by this Contract shall waive all rights of subrogation against the District and members of the Board of Supervisors, its elected and appointed officials, officers, agents and employees when acting within the scope of their appointment or employment.

All insurance policies required by this Contract shall give the District thirty (30) calendar days written notice in the event of cancellation and ten (10) business days for non-payment of premium and provide a copy of the cancellation notice to the District. This shall be evidenced by policy provisions or an endorsement separate from the Certificate of Insurance. Failure to provide written notice of cancellation may constitute a material breach of the Contract, upon which the Government may suspend or terminate this Contract.

The Commercial General Liability policy shall contain a severability of interests clause (standard in the ISO CG 001 policy).

Insurance certificates shall be forwarded to:

OC Public Works Santa Ana River project Division

P.O. Box 4048 Santa Ana, CA 92702-4048 Phone: (714) 647-3964 Fax: (714) 967-0886

If the Contractor fails to provide the insurance certificates and endorsement within 10 calendar days of Notice of Award, the Government may rescind the award without advanced notice to the Contractor and make award to the next qualified offeror.

The Government expressly retains the right to require Contractor to increase or decrease insurance of any of the above insurance types throughout the term of this Contract by a Contract modification. The Government, at any time during the execution of this Contract, may recommend an increase or decrease in coverage as appropriate to protect adequately the District.

District shall notify Contractor in writing of changes in the insurance requirements. If Contractor does not deposit copies of acceptable certificates of insurance and endorsements with District incorporating such changes within thirty (30) calendar days of written receipt of such notice, this Contractor may be in breach without further notice to Contractor, and District shall be entitled to all legal remedies.

The procuring of such required policy or policies of insurance shall not be construed to limit Contractor's liability hereunder, nor to fulfill the indemnification provisions and requirements of this Contract, nor in any way to reduce the policy coverage and limits available from the insurer.

Indemnification:

SECTION 00 73 16 Page 4 Amendment 0003

To the maximum extent allowable by law, the Contractor agrees to indemnify, defend, and hold the County of Orange, its elected and appointed officials, officers, employees, agents and those special districts and agencies for which the County of Orange’s Board of Supervisors acts as the governing Board (“County Indemnitees”) harmless from any loss, injury, liability claims, demands, costs and expenses whether incurred by or made against County Indemnitees of any kind or nature, including but not limited to personal injury or property damage, arising from or related to the services, products or other performance provided by the Contractor pursuant to this contract. This indemnity applies even in the event of County Indemnitees’ concurrent fault, except that nothing in this indemnification provision shall be construed to require the Contractor to indemnify County Indemnitees for losses caused by County Indemnitees’ active negligence, sole negligence, willful misconduct, or defects in design furnished by them.

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

10/15

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

1.3.2 Location

1.4 DOCUMENTS PROVIDED BY THE GOVERNMENT

1.4.1 Geotechnical Information

1.4.2 As Built Drawings

1.4.2.1 Santa Ana River Interceptor (SARI)Yorba Linda Spur

1.4.2.2 Lomas De Yorba-Sur Levee, Dated June 1981

1.4.2.3 Gypsum Canyon Road Bridge, Dated August 1987

1.4.2.4 Santa Ana Trial Improvements - Weir Canyon Road to Gypsum

Canyon Road, Dated December 2006

1.4.3 Biological Opinion

1.5 SUPERVISION BY THE CONTRACTOR

1.5.1 Contract Authority

1.5.2 Minimum Communication Requirements

1.5.3 Superintendent Qualifications

1.5.4 Non-Compliance Actions

1.5.5 Preconstruction Meeting

1.5.6 Electronic Mail (e-mail) Addresses

1.6 EXISTING WORK

1.7 EXISTING UTILITIES

1.7.1 Underground Utilities

1.7.2 Surface Utilities

1.7.3 SARI Sewer Siphon, Odor Control Structure, Sewer Mains, Manholes and Laterals

1.7.4 Unknown Utilities

1.7.5 Potholing

1.7.6 Interruption of Existing Utilities Services

1.7.7 Coordination

1.8 NOTICES

1.8.1 Points of Contact - General

1.8.2 Points of Contact - Utilities

1.8.3 Excavation Work

1.8.4 Utility Interruption

1.8.5 Land Surveying

1.8.6 Notify the Yorba Linda Apartment homes and Villa Del Rio

Communities prior to the commencement of work. Coordinate and administer a public awareness meeting with the two communities.

1.9 RESTRICTIONS

1.9.1 Temporary Construction Easement

1.9.2 Work Hours

1.9.3 Construction Vehicle Speed

SECTION 01 11 00 Page 1 Amendment 0003

1.9.4 Reach 9, Phase 5A Coordination

1.9.5 Access Ways to Existing OCSD Sanitary Sewers, Manholes, Odor

Control Station and Siphon Structure

1.9.6 Orange County Flood Control District Coordination

1.9.7 Neff Ranch Coordination

1.9.8 Environmental Restrictions

1.9.9 Burning

1.10 PERMITS

1.10.1 General

1.10.2 USACE Site Access Form

1.10.3 Encroachment Permit Riders

1.10.4 Haul Route Permit

1.10.5 Permits for Road Closures and Traffic Control

1.10.6 Temporary Utility Connection Permit

1.10.7 Environmental Permits

1.10.7.1 National Pollutant Discharge Elimination System (NPDES)

Storm Water Construction Permit

1.10.7.2 Dewatering Discharge Permit

1.10.7.3 Air Quality Permit

1.10.7.4 Health Department Permits

1.11 GOVERNMENT-INSTALLED WORK

1.12 SALVAGE MATERIAL AND EQUIPMENT

1.12.1 Existing Stone Slope Protection

1.12.2 Existing Signage

1.12.3 Existing Timber Hitching Posts and Rails

1.12.4 Deleted

1.13 SCRAP MATERIAL

1.14 CONTRACTOR SURVEYS

1.14.1 Survey Standards

1.14.2 Survey Firm Acceptance

1.14.3 Survey Control and Datum

1.14.4 Positioning System

1.14.5 Survey Data

1.14.6 Pre and Post Construction Surveys

1.14.7 Progress Payments

1.15 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.15.1 Documentation

1.16 PROGRESS PAYMENTS

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

Orange County Parks Encroachment Permit No. 2016-01029

City of Yorba Linda Encroachment Permit No. EP16-297

-- End of Section Table of Contents --

SECTION 01 11 00 Page 2 Amendment 0003

SECTION 01 11 00

SUMMARY OF WORK

10/15

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. References are available online at:

http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

EM 1110-1-1000 (2002)Photogrammetric and LiDAR Mapping

EM 1110-1-1002 (2012) Survey Markers and Monumentations

EM 1110-1-1003 (2011) NAVSTAR Global Positioning System Surveying

EM 1110-1-1004 (2002) Engineering and Design - Geodetic and Control Surveying

EM 1110-1-1005 (2007) Control and Topographic Surveying

EM-1110-1-2909 (1997) Geospatial Data and System

ERDC/ITL TR-09-2 (2015)A/E/C CADD STANDARD

1.2 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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals Permits Surveying Equipment And Processing Software Credentials and Qualifications Name, model, and year of manufacture of the electronic equipment and software; the manufacturer's stated accuracies; the last time equipment was calibrated; and capability of the equipment and software proposed for use Corner Records and Record of Surveys Potholing Records

SD-07 Certificates

Partial Pay Estimates; G

SECTION 01 11 00 Page 3 Amendment 0003

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

The work generally includes grouted stone and riprap bank revetment, side drain extensions, paving, grading, clearing, fencing, protection of the existing SARI line and sewer lines, well deconstruction and incidental related work.

1.3.2 Location

The work is located in the Santa Ana River Mainstem, Reach 9-Phase 5B, Orange County, City of Yorba Linda and generally between North bank stations 1271+50 and 1402+00. The specific location is indicated on the Contract drawings.

1.4 DOCUMENTS PROVIDED BY THE GOVERNMENT

A hard copy of the plans and specifications, including all amendments, revisions, and modifications will be provided to the Contractor. These documents must be kept at the job site during the Contract performance period and be accessible to the Contracting Officer. In addition, the following information is provided.

1.4.1 Geotechnical Information

Santa Ana River Mainstem Lower Santa Ana River Channel Reach 9 Phase 5B Design Documentation Report - Appendix B Geotechnical Study Report, Dated June 2016

1.4.2 As Built Drawings

1.4.2.1 Santa Ana River Interceptor (SARI)Yorba Linda Spur, Dated December

1.4.2.2 Lomas De Yorba-Sur Levee, Dated June 1981

1.4.2.3 Gypsum Canyon Road Bridge, Dated August 1987

1.4.2.4 Santa Ana Trial Improvements - Weir Canyon Road to Gypsum Canyon Road, Dated December 2006

1.4.3 Biological Opinion

Reinitiation of Formal Section 7 Consultation on the Santa Ana River Mainstem Flood Control Project to Address Proposed Reach 9 Bank and Bridge Protection Components (Phases 4, SA, 58, and BNSF Bridge Project) along the Santa Ana River in San Bernardino, Riverside and Orange Counties, California, FWS-OR-08B0408-15F0592, Dated July 23, 2015

1.5 SUPERVISION BY THE CONTRACTOR

1.5.1 Contract Authority

In addition to "FAR 52.236-6, Superintendence by the Contractor", appoint a site representative, satisfactory to the Contracting Officer, who has the authority to negotiate and execute supplemental agreements to the Contract.

Contracting authority must include agreements up to $100,000.

SECTION 01 11 00 Page 4 Amendment 0003

1.5.2 Minimum Communication Requirements

Provide a minimum of one qualified superintendent, and competent alternate, capable of reading, writing, and conversing fluently in the English language. The superintendent or alternate must be on the job-site at all times during the Contract performance period. In addition, the Quality Control (QC) representative must also be capable of reading, writing, and conversing in the English language.

1.5.3 Superintendent Qualifications

The project superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project.

1.5.4 Non-Compliance Actions

The project superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the Contract and for failure to manage the project to insure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.5.5 Preconstruction Meeting

After award of the Contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work must also attend.

1.5.6 Electronic Mail (e-mail) Addresses

Establish and maintain electronic mail (e-mail) capability along with the capability to open electronic attachments including text files, pdf files, and other similar formats. Within 10 days after Contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this Contract including, but not limited to Contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use e-mail to notify the Contractor of site access conditions when emergency conditions warrant, such as hurricanes or terrorist threats.

Multiple e-mail addresses are not allowed. Promptly notify the Contracting Officer, in writing, of any changes to this e-mail address.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail within its own organization including subcontractors, suppliers, and field offices.

SECTION 01 11 00 Page 5 Amendment 0003

1.6 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

c. Restore existing aggregate base roads around the existing Neff Ranch Citrus groves, that are damaged or altered by the Contractor's operations.

d. Remove Neff Ranch citrus trees and portions of the existing irrigation system within the limits of TCE as required. Identify trees to be removed and allow Neff Ranch 30 days to relocate affected trees.

Restore the irrigation system prior to the completion of construction, as directed.

1.7 EXISTING UTILITIES

1.7.1 Underground Utilities

The approximate location of existing utilities, known to exist within the limits of the work, are indicated on the drawings. The sizes and locations indicated are approximate and are given from available information. Verify the existing location in the field. Notify the local underground service alert and obtain field markings prior to work near any existing utility.

The names of known utility purveyors are included in paragraph NOTICES.

1.7.2 Surface Utilities

Notify the local utility purveyors prior to work near any existing utility.

Flag, sign, and place barriers in areas of potential conflict with the work. At all times, ensure safe clearances for workmen, equipment and staging of materials. The names of known utility purveyors are included in paragraph NOTICES.

1.7.3 SARI Sewer Siphon, Odor Control Structure, Sewer Mains, Manholes and Laterals

Exercise caution to avoid conflict and damage to existing OCSD and YLWD facilities, and ensure facilities remain in service at all times.

a. SARI Yorba Linda Spur Siphon and Odor Control Structure, owned and operated by OCSD.

b. Sewer Mains and Laterals, owned and operated by YLWD.

1.7.4 Unknown Utilities

Notify the Contracting Officer immediately in writing if unknown utilities are discovered that may affect the work. The Contracting Officer will make a determination as to how to proceed with the work.

SECTION 01 11 00 Page 6 Amendment 0003

1.7.5 Potholing

Perform potholing and submit the potholing records to the Contracting Officer, prior to excavation or work near existing underground utilities.

Potholing information at each pothole location must contain:

Owner of utility Horizontal and vertical location by coordinates and elevation on project datum.

Depth of Cover Size, material, and description of pipe conduit, or facility

1.7.6 Interruption of Existing Utilities Services

Perform the work under this Contract with a minimum of interruption and outage time for all utilities. For each relocation, by-pass, removal, or abandonment, schedule work in a continuous effort, with minimum impact to utility service. Obtain written permission from utility purveyors for work affecting their facilities and submit to the Contracting Officer.

1.7.7 Coordination

Existing utilities may be relocated, removed, or abandoned by others per separate Contract. Coordinate and cooperate with the utility purveyors and their contractors. Establish a mutual understanding of work schedules and use of the project site. Notify the Contracting Officer in writing of all proposed coordination activities.

1.8 NOTICES

1.8.1 Points of Contact - General

a. List of Contractor Contacts

Prior to the start of work, provide the Contracting Officer with names, addresses and 24-hour phone numbers of the Contractor's project engineers, superintendents and foremen.

b. List of Government/Agency Contacts

Agency Contact Telephone

Burlington Northern Santa Fe (BNSF) Railway Emergency (800)832-5452 Community Issues (323)267-4041

California Highway Patrol (714)567-6000 Office 675 - Santa Ana

California State Department of Transportation (909)383-4631 (Caltrans), District 8, San Bernardino, CA

City of Yorba Linda Police Department (714)779-7098 Fire Department (714)573-6000 Public Works/Engineering Department (714)961-7170

EMERGENCY 911

SECTION 01 11 00 Page 7 Amendment 0003

Frank R. Bowerman (FRB) Landfill (714)834-4000

Neff Ranch (Owner/Operator of Citrus Groves) Mr. Don Neff (949)336-8911

Olinda Landfill (714)993-0372

Orange County Sheriff Non-emergency (714)647-7000 Animal Control (714)935-6848

Orange County Health Care Agency Environmental Health (714)433-6000

Orange County Parks (949) 585-6429

Orange County Public Works (714)647-3999 OC Flood Division

South Coast Air Quality Management District (909)396-2000

State Water Resources Control Board (951)782-4130 Santa Ana Region

U.S.Army Corps of Engineers, Los Angeles District Resident Engineer Peter Gauer (951)898-6153 Project Engineer Fernando Cano (951)898-6151 Geotechnical Section Steve…