W912PL-16-B-0005_Amendment0002_Specifications.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

0002 Aug 19, 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)

The following changes are 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 2

SF 30 BLOCK 14 CONTINUATION

SUMMARY OF CHANGES

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

Section Number

Section Title

00 10 00 CONTRACT LINE ITEM PRICING SCHEDULE

00 21 13 INSTRUCTION TO BIDDERS (PAGE 5-6)

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

SUBMITTAL REGISTER

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

EHXIBIT C2 CONCEPTUAL BIKE DETOUR PLAN

02 41 00 DEMOLITION

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

31 00 00 EARTHWORK

32 93 00 EXTERIOR PLANTING (SANTA ANA RIVER)

33 40 00 STORM DRAINAGE UTILITES

DRAWINGS

Sheet Number

Sheet Title File Number

Revision A Drawings

T-10 PROJECT ACCESS MAP AND STAGING AREAS 239/3545

C-04 P/P STA 1298+00 TO STA 1307+00 239/3549

C-09 P/P STA 1343+00 TO STA 1352+00 239/3554

C-10 P/P STA 1352+00 TO STA 1361+00 239/3555

C-17 TYPICAL SECTIONS AND CUT OFF WALL 239/3562

C-21 REST STOP 239/3566

C-22 PLAN DETAIL AT BRIDGE 239/3567

L-18 REST STOP LANDSCAPE DETAILS 239/3632

CU-03 SARI MANHOLE ACCESS ROAD PLAN AND PROFILE 239/3635

CU-04 SARI MANHOLE ACCESS ROAD TYPICAL SECTIONS 239/3636

SF 30 CONTINUATION PAGE 2 OF 2

SF 30 BLOCK 14 CONTINUATION

SUMMARY OF CHANGES

DRAWINGS – CONTINUED

Sheet Number

Sheet Title File Number

Revision B Drawings

T-02 INDEX TO CONTRACT DRAWINGS SHEET 1 239/3537

T-04 GENERAL NOTES, LEGENDS, AND ABBREVIATIONS 239/3539

SD-10 72-INCH CULVERT EXTENSION PLAN, PROFILE AND

DETAILS AT BANK STA. 1348+36.64

239/3596

M-07 MISCELLANEOUS EXISTING FEATURES 239/3610

IFB NO: W912PL-16B-0005

Amendment No. 0002

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

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

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

00 73 46 DAVIS BACON WAGES

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK AM 02

01 22 00 PRICE AND PAYMENT PROCEDURES AM 01 AM 02

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

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS AM 02

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 --

1 Amendment 0002

SECTION 00 10 00 Page

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

2 Amendment 0002

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 $

3 Amendment 0002

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

Hydroseeding - Upland and Riparian Vegetation

AC

Landscape Plant Establishment and

Maintenance - Upland and Riparian Vegetation

Maintenance of Project Site

Improvements

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

Slope Reconstruction, Rest Stop Station 1317+00 to 1322+00

Signage

Chain Link Fence and Double Swing Gates

Moist Curing Facility

Well Destruction

Bikeway Detour Plan and Implementation

ESTIMATED AMOUNT OF BASE BID : $

(Line Items 0001 through 0049)

4 Amendment 0002

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

ESTIMATED AMOUNT OF OPTION ITEMS :

(Line Items 0050-0051)

TOTAL ESTIMATED AMOUNT OF BASE BID PLUS OPTION ITEMS :

(Line Items 0001-0051)

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 - 5 Amendment 0002

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 - 6 Amendment 0002

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 --

(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 21 13 Page 1

AMENDMENT 0002

SECTION 00 21 13

INSTRUCTIONS TO BIDDERS

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995)—ALTERNATE I (FEB 1995)

52.0000-4010 INQUIRIES

DIRECTIONS FOR DELIVERY OF OFFERS

SPECIAL INSTRUCTIONS PERTAINING TO HAND-CARRIED OFFERS:

BIDDERS DESIRING TO ATTEND THE BID OPENING

CONTRACTOR RESPONSIBILITY, PRE-AWARD SURVEY INFORMATION TO BE SUBMITTED WITH

BID

OFFEROR'S CHECKLIST

SECTION 00 21 13 Page 2

SECTION 00 21 13

INSTRUCTIONS TO BIDDERS

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995)—ALTERNATE I

(FEB 1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) A pre bid meeting is scheduled for Tuesday, August 9th, 2016 commencing at 9:00 a.m. at the Upstream end of the project, at the turn around area, on top of the bank, View attached map below.

(c) People interested in attending the pre bid meeting shall contact Peter Gauer with an e-mail and Cc: Tom Koponen. The e-mail is to be received by Corps of Engineers personnel no later than 12:00 p.m. the day preceding the pre bid meeting.

The e-mail shall include a day-time telephone number. If there are any changes to the pre bid meeting date or location, people who have registered to attend the pre bid meeting shall be informed.

Following are the USACE e-mail addresses:

Email: Peter.A.Gauer@usace.army.mil Phone: (951) 898-6153 Email: Tomas.E.Koponen@usace.army.mil Phone: (213) 452-3247

SECTION 00 21 13 Page 3

SECTION 00 21 13 Page 4

(End of provision)

52.0000-4010 INQUIRIES

Any prospective offeror desiring an explanation or interpretation of the solicitation, drawings, specifications, etc., must request it in writing soon enough to allow a reply to reach all prospective bidders/offerors before submission of their bids/offers. Oral explanations or instructions given before award of a contract are not binding. Any information given to a prospective offeror concerning a solicitation will be furnished promptly to all other prospective offerors as an amendment to the solicitation, if that information is necessary in submitting offers or if lack of it would be prejudicial to other prospective bidders/offerors.

1. All inquiries relating to this solicitation are to be submitted via Bidder Inquiry in ProjNet at https://www.projnet.org/projnet/

A. To submit and review bid inquiry items, offerors will need to be a current registered user, self register into the ProjNet system.

To access the Bid Inquiry system, go to the ProjNet web page and fill in:

- Managing Agency – USACE

- Email address

- Key Access (this is the Bidder Inquiry Key – see below for key)

- Click on “Sign In”

- You will be prompted for the answer to your secret question on the next screen

If this is your first time accessing ProjNet, you will be directed to a screen titled, “User account not found.

Please create one using the form below.” Fill in the requested information (name, company, city, phone #, etc.).

B. From this page, you may view all bidder inquiries or add an inquiry. Please note: Offerors shall only submit one question per inquiry. All inquiries containing multiple questions may be rejected.

C. Offerors will receive an acknowledgement of their question via email, followed by an answer to their question after it has been processed by our technical team.

The Solicitation Number is: W912PL-16-B-0005

The Bidder Inquiry Key is: RXJFZD-SUCPBE

2. The Bidder Inquiry System will be unavailable for new inquires up to 5 business days prior to bid/proposal submission in order to ensure adequate time is allotted to form an appropriate response and amend the solicitation if necessary.

3. Offerors are requested to review the specifications in its entirety, review the Bidder Inquiry System for answers to questions prior to submission of a new inquiry.

4. The ProjNet call center operates weekdays from 8AM to 5PM U.S. Central Time Zone (Chicago). The telephone number for the ProjNet Call Center is 800-428-HELP.

SECTION 00 21 13 Page 5

5. Responses on the Bidder Inquiry System do not revise, change, amend or supersede the provisions of the solicitation. Changes to the solicitation must be by written amendment thereto. Any Bidder Inquiry System response that can be interpreted to be in conflict with the solicitation or amendment, shall be subordinate to the conflicting provision, term, and/or note, wherever it appears in the solicitation, until revised or altered by a written amendment to the solicitation.

Additionally, offerors may not anticipate a change to the solicitation until the change, revision, correction, or alteration of the solicitation is actually made, in writing and published as an amendment to the solicitation.

DIRECTIONS FOR DELIVERY OF OFFERS

(a) Envelopes/Packages Sealed and Marked as follows: Envelopes/packages containing offers must be sealed; marked showing the time and date specified for receipt; the solicitation number; and the name and address of the Offeror.

Solicitation No.: W912PL-16-B-0005 Bid Opening Date: Refer to SF 1442, “Solicitation, Offer & Award” Block No.13A Name of the firm submitting the Offer Addressed to:

U.S. Army Corps of Engineers, Los Angeles District ATTN: Contracting Division C/O: Tom Koponen and Patricia Bonilla 915 Wilshire Blvd, Ste 930 Los Angeles, CA 90017

(b) Hand carried bids may be deposited prior to the time and date set for receipt of bids as follows:

U.S. Army Corps of Engineers, Los Angeles District ATTN: Contracting Division C/O: Tom Koponen and Patricia Bonilla (call or email) 915 Wilshire Blvd, Ste 930 Los Angeles, CA 90017

SPECIAL INSTRUCTIONS PERTAINING TO HAND‐CARRIED OFFERS:

Bidders who desire to hand-deliver their offers prior to the scheduled time/date set for receipt of bids or the day of will notify the Contracting Division to arrange for receipt of their bid by Contracting Division personnel.

Normally the contact will be the Contract Specialist designated above. In the event the Contract Specialist cannot be reached, please call the following alternative telephone numbers 213-452-3250, 3240, or 3309, in order to request assistance.

BIDDERS DESIRING TO ATTEND THE BID OPENING

SECTION 00 21 13 Page 6

Bidders desiring to attend the bid opening are advised to arrive at a minimum 30 minutes prior to bid opening for a security screening (see below) in order to gain access to the bid room. No more than 2 visitors per firm will be permitted within the building/ bid room. No exceptions will be made. The bidder(s) attending the bid opening is responsible for compliance with the security requirements and shall ensure that any company representative are aware of these special procedures.

Bidders attending a bid opening must report to the 11th floor of 915 Wilshire and are required to provide a valid Federal or State ID to the security guards on the 11th floor. State-issued driver’s licenses and identification cards from Illinois, New Mexico, Missouri, Washington and Minnesota can only be used to obtain entry with a second form of Federal or State ID; these States' drivers license's do not comply with federal standards.

Visitors are prohibited from entering our facility with any prohibited items, which include explosives, (including pistols, rifles, etc.), ammunition, weapons such as switch blades, controlled substances, and alcoholic beverages (open containers) and will be subject to scanning by a metal detector. Your point of contact for this bid opening is Contract Specialist at 213-452-3308 OR 3255.

In order to determine a contractor's responsibility for purposes of contract award in accordance with FAR Part 9, a statement regarding previous experience in performing comparable work and information related to their business organization, financial resources, and/or plant to be used in performing the work is required. In accordance with FAR 9 Determination of responsibility of the offeror by the Contracting Officer, please provide the following information in order to perform a pre-award survey on your firm:

1. List of projects completed for the past three years, including dollar value of each correct.

2. List of projects in progress, percentage of work completed, including dollar value of each contract.

3. The name and qualifications of the employee designated to act as the Project Superintendent/Manager for this contract.

4. Copy of latest financial statement.

5. General description of your firm

Please include this information with your bid.

OFFEROR'S CHECKLIST

All information required by the terms of the Solicitation must be furnished. MISTAKES OR OMISSIONS CAN BE COSTLY. Important items for you to check are included in but not limited to, those listed below. This checklist is furnished only to assist you in submitting a complete Bid. Check as you read.

|_|Have you acknowledged all amendments?

|_| I s your SF-1442, Certificate of Corporate Principal and Pricing Schedule (Section 00 10 00), properly completed and signed?

SECTION 00 21 13 Page 7

[ ] Is a bid bond included with your bid? (A late bid bond is treated the same as a late bid.)

[ ] Is your bid bond in the proper amount? (20% of total bid price or $3,000,000 whichever is less)

[ ] Is the bond properly signed by both the Offeror and Surety and are all required seals affixed?

[ ] Is the name in which you submitted the bid the same on your bid as on your bid bond?

[ ] Are all erasures or corrections initialed by the person signing the bid?

[ ] Have you restricted your bid by altering the provisions of the solicitation?

[ ] Is the envelope containing your bid properly identified that it is a bid and does it contain the correct solicitation number and bid due date and time?

[ ] Is your preaward survey information(Section 00 21 13, Contractor Responsibility, Pre-Award Survey Information To Be Submitted With Bid) included with your bid?

[ ] Will your bid arrive on time? Late hand-carried bids will not be considered. Late bids or modifications will be handled in accordance with FAR 52.214-1 Submissions,Modifications, Revisions, and Withdrawals of bids.

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 0002

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 0002

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

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

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.

SECTION 01 11 00 Page 3 Amendment 0002

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.

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

SECTION 01 11 00 Page 4 Amendment 0002 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.

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

SECTION 01 11 00 Page 5 Amendment 0002

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.

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

SECTION 01 11 00 Page 6 Amendment 0002

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

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

SECTION 01 11 00 Page 7 Amendment 0002

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 Chickey (213)452-3590

Villa Del Rio HOA, Golden West Property Management Manager Kim-Marie Bryant (714)220-5920

Yorba Linda Apartment Homes Manager Ashley Wang (714)701-8960

State Parks and Recreation (951) 443-2423 Inland Empire District

1.8.2 Points of Contact - Utilities

Municipal Water District (MWD) (714)963-3058

Orange County Sanitation District (OCSD)Fountain Valley, CA Mon - Fri (714) 962-2411, EXT: 5052 Saturday/Emergency (714) 962-2411, EXT: 220

Rancho California Water (909)296-6900 District Engineering Services Division

Southern California Edison Santa Ana, CA (714) 973-5481 Fax # (714) 796-9999

Southern California Gas Company Redlands, CA (909) 335-7851

Sprint with Nextel Rialto, CA (909) 421-1259 Fax # (909) 873-8022

Time Warner Cable Ontario, CA (909) 975-3423

TW Telecom Ontario, CA (909) 456-3600

Underground Service Alert (USA) (800)422-4133

Yorba Linda Water District (YLWD) (714) 701-3102

1.8.3 Excavation Work

Notify the Contracting Officer at least 15 days prior to starting excavation work. Notify the local underground service alert and obtain field markings for existing utilities a minimum of 48 hours prior to starting excavation work.

SECTION 01 11 00 Page 8 Amendment 0002

1.8.4 Utility Interruption

Notify the Contracting Officer at least 15 days prior to any utility interruption.

1.8.5 Land Surveying

See paragraph CONTRACTOR SURVEYS for additional noticing requirements.

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

Contain all work within the Temporary Construction Easement (TCE), unless otherwise directed.

1.9.2 Work Hours

The Contractor must restrict all construction activities, including start-up and warming of equipment, to the following schedule:

Monday through Saturday 7:00 a.m. to 6:30 p.m.

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

1.9.3 Construction Vehicle Speed

Limit construction vehicle speeds to 25 mph unless otherwise approved.

1.9.4 Reach 9, Phase 5A Coordination

The Reach 9, Phase 5A Contractor currently occupies the jobsite from approximately the existing siphon structure to the downstream work limit, as indicated. The Contractor will not have access nor be allowed to perform any work within this area until authorized.

1.9.5 Access Ways to Existing OCSD Sanitary Sewers, Manholes, Odor Control Station and Siphon Structure

Preserve existing access roads and ways to sanitary sewers, manholes, odor control station and the siphon structure located within and adjacent to the jobsite. Coordinate with, and allow 24 hour - 7 days per week access by OCSD and YLWD contractors and personnel. If access is restricted due the the Contractor's operation, the restriction will be allowed for a maximum duration of 7 calendar days. Notify the OCSD and Contracting Officer 7 days prior to restricted access. At all times, provide for emergency access by OCSD and YLWD contractors and personnel. Where additional access is required by the Contracting Officer, coordinate Contractor operations with OCSD and YLWD.

SECTION 01 11 00 Page 9 Amendment 0002

1.9.6 Orange County Flood Control District Coordination

a. Coordinate with OCFD and their contractors performing rock removal work within the jobsite.

b. Coordinate with OCFD for potential pedestrian bridge construction at the upstream end of the project. The bridge is a part of the Santa Ana River Trail Project. The Contracting Officer will notify the Contractor of the bridge construction schedule and any required coordinative efforts.

1.9.7 Neff Ranch Coordination

Coordinate with Neff Ranch personnel for access and operation of their citrus groves. Provide and maintain a minimum 15 foot wide, graded access road through the Staging Area.

1.9.8 Environmental Restrictions

Refer to Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS for additional restrictions.

1.9.9 Burning

Burning will not be permitted.

1.10 PERMITS

1.10.1 General

Refer to the Contract Clause: Permits and Responsibilities which requires the Contractor to obtain all required licenses and permits, including, but not limited to the permits specified below. Submit permits prior to work performed in execution of the permit.

1.10.2 USACE Site Access Form

For work inside the Santa Ana River, complete the Site Access Form located:

http://www.spl.usace.army.mil/Missions/CivilWorks/ReservoirRegulation.aspx

1.10.3 Encroachment Permit Riders

Obtain encroachment permit riders for the following existing permits:

Orange County Parks Encroachment Permit No. 2016-01029 and City of Yorba Linda Encroachment Permit No. EP16-297. Obtain encroachment permits from Yorba Linda Water District, Orange County Sanitation District, and other agencies as required

1.10.4 Haul Route Permit

Obtain haul route permits from State and local agencies as required

1.10.5 Permits for Road Closures and Traffic Control

Obtain road closure and traffic control permit from the applicable highway authority, as required.

1.10.6 Temporary Utility Connection Permit

Obtain sewer, water, and power connection permits from utility purveyors, SECTION 01 11 00 Page 10 Amendment 0002 as required.

1.10.7 Environmental Permits

1.10.7.1 National Pollutant Discharge Elimination System (NPDES) Storm Water Construction Permit

File a Notice of Intent with the California Regional Water Quality Control Board. Obtain a stormwater permit.

1.10.7.2 Dewatering Discharge Permit

Obtain a dewatering discharge permit from the California Regional Water Quality Control Board.

1.10.7.3 Air Quality Permit

Obtain a permit to operate from the Southern California Air Quality Management District.

1.10.7.4 Health Department Permits

Obtain permits for construction of dewatering wells, supply wells and inclinometers and destruction of existing monitoring wells. Obtain from the Orange County Health Care Agency, Environmental Health.

1.11 GOVERNMENT-INSTALLED WORK

The Government may perform the work during the contract performance period;

the Contractor must coordinate and make allowances for:

a. Field Surveying

b. Environmental Monitoring

c. Geotechnical Sampling and Testing

1.12 SALVAGE MATERIAL AND EQUIPMENT

Salvage and store items indicated for salvage. Additional items may be designated by the…