W912PL21B0007_Amendment0003.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.

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

0003 July 29, 2021

USACE-LOS ANGELES DISTRICT

CONTRACTING DIVISION, WEST REGION BRANCH

915 WILSHIRE BLVD, SUITE 1440

LOS ANGELES, CA 90017

W912PL21B0007

June 30, 2021

Gallery Utilities Relocation Project, vicinity Pico Rivera, Los Angeles County, CA.

Reminder: Solicitation due/bid opening date remains 05 August 2021 @ 1 p.m. local time.

See SF30 Continuation Page for Revisions.

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.

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 $

July 2021 Amendment 0003

Gallery Utilities Relocation Project W912PL21B0007 Los Angeles County, CA

SF 30 (Continuation Page)

The purpose of this Amendment is as follows: to replace Division 01 – General Requirements, Section Number 01 14 00, Work Restrictions.

SUMMARY OF CHANGES:

DIVISION 01 – GENERAL REQUIREMENTS

SECTION NUMBER SECTION TITLE

01 14 00

WORK RESTRICTIONS

Replaced in its entirety

NOTICE TO BIDDERS:

This Amendment forms a part of the Covered Contract Documents and modifies the original Bidding Documents dated June 30, 2021, and as noted below. This Amendment shall become part of the Contract Documents to the same extent as though it had been written into the body thereof and bound therein. This Amendment is applicable to the items affected and all Bidders are held responsible for the contents herein. Acknowledgement of receipt of this Amendment shall be so noted in the space provided on Standard Form 1442, Solicitation, Offer and Award. Failure to do so may subject the Bidder to disqualification.

US Army Corps of

Engineers

Los Angeles District

Specifications for

WHITTIER NARROWS DAM

SAFETY MODIFICATION PROJECT

GALLERY UTILITIES RELOCATION PROJECT

LOS ANGELES COUNTY, CA

Solicitation No. W912PL-21-B-0007

100% SUBMITTAL – AMENDMENT 3

July 27, 2021

Whittier Narrows Dam

999 Town and Country Rd Google Earth Satellite Image, 2020

Orange, CA 92868

THIS PAGE INTENTIONALLY LEFT BLANK

100% Specifications Submittal - Amendment 3

Summary of Changes

July 27, 2021

1. Language regarding work restrictions were added to 01 14 00

2. General construction sequence for SWS and LACSD has been revised in 01 14 00

3. Permit Responsibility has been revised in 01 14 00

THIS PAGE INTENTIONALLY LEFT BLANK

Whittier Narrows Dam Utilities Relocation Project Los Angeles County, California

W912PL-21-B-0007

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 10 00 SOLICITATION CONTRACT LINE ITEM (CLIN)

SCHEDULE

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS Am3

01 20 00 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

01 45 01 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 50 SURVEY CONTROL

01 74 19 CONSTRUCTION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

DIVISION 03 - CONCRETE

03 01 00 REHABILITATION OF CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 51 33 METAL LADDERS

DIVISION 08 - OPENINGS

08 31 00 ACCESS DOORS

DIVISION 09 - FINISHES

PROJECT TABLE OF CONTENTS

July 27, 2021 PROJECT TABLE OF CONTENTS Page 1 100% Submittal Amendment 0003

Whittier Narrows Dam Utilities Relocation Project

W912PL-21-B-0007

09 90 00 PAINTS AND COATINGS

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 23 PREFABRICATED PRE-ENGINEERED PRECAST

CONCRETE STRUCTURE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 22 GEOTEXTILE FABRIC

31 11 00 CLEARING AND GRUBBING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 31 13 CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE

33 40 00 STORM DRAINAGE UTILITIES

DIVISION 40 - PROCESS INTERCONNECTIONS

40 05 15 PRESSURE TESTING FOR PIPING

40 20 97 HIGH DENSITY POLYTHENE PIPE

-- End of Project Table of Contents --

July 27, 2021 PROJECT TABLE OF CONTENTS Page 2 100% Submittal

Whittier Narrows Dam Utilities Relocation Project W912PL-21-B-0007

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 GENERAL REQUIREMENTS RELATED TO OPERATION OF WHITTIER NARROWS DAM

1.3.1 Dam Operations

1.3.2 Time Extensions for Unusually Severe Weather

1.3.3 Work Restrictions

1.3.3.1 Upstream Restrictions

1.3.3.2 Downstream Restrictions

1.3.3.3 Emergency Operations

1.3.3.3.1 Groundwater Monitoring

1.3.3.3.2 Emergency Backfill

1.3.3.3.3 Phase 3: Construct Inverted Filter

1.4 SPECIAL SCHEDULING REQUIREMENTS

1.5 CONTRACTOR ACCESS AND USE OF PREMISES

1.5.1 Activity Regulations

1.5.1.1 Subcontractors and Personnel Contacts

1.5.2 Working Hours

1.5.3 Utility Cutovers and Interruptions

1.6 SECURITY REQUIREMENTS

1.7 SURFACE TRANSPORTATION

1.8 CONTRACTOR WORK AREA

1.9 ACCESS TO GALLERIES

1.10 CONTRACTOR COORDINATION

1.11 DELETED

1.12 CONTRACTOR FURNISHED PERMITS

1.13 UTILITY OWNER SUBMITTALS

1.13.1 All Utility Owners

1.13.2 City of Whittier

1.13.3 Suburban Water Systems

1.13.4 LACSD

1.14 UTILITY OWNER REVIEW PERIOD

1.15 GENERAL SEQUENCE OF WORK - CITY OF WHITTIER

1.16 GENERAL SEQUENCE OF WORK - SUBURBAN WATER SYSTEMS

1.17 GENERAL SEQUENCE OF WORK - LOS ANGELES COUNTY SANITATION DISTRICTS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

July 27, 2021 SECTION 01 14 00 Page 1 100% Submittal Amendment 0003

Am 3

Am 3

Am 3 Am 3

Am 3 Am 3

SECTION 01 14 00

WORK RESTRICTIONS

11/11

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.

LOS ANGELES COUNTY SANITATION DISTRICTS (LACSD)

LACSD 500-3.7 (2018) Bypassing Requirements, County Sanitation Districts of Los Angeles County Amendments to the Standard Specifications for Public Works Construction, 2018 Edition

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

List of Contact Personnel

1.3 GENERAL REQUIREMENTS RELATED TO OPERATION OF WHITTIER NARROWS DAM

Conduct construction operations so as not to interfere with normal operations and maintenance of Whittier Narrows Dam. Ensure that the power and other support systems for the dam and utilities are not interrupted.

Provide safe access to all facilities.

1.3.1 Dam Operations

Whittier Narrows Dam will remain in operation during the entire construction period and flood control operations will not be adjusted to accommodate construction needs. The period between November 15 and April 15 is considered the flood season. The following is a schedule of monthly anticipated adverse weather days that constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

Adverse Weather Days were determined based on the following criteria:

a. Daily Precipitation > 0.10 inch

b. Max. Daily Temperature > 110º F

c. Min. Daily Temperature < 32º F

July 27, 2021 SECTION 01 14 00 Page 2 100% Submittal

d. Days with Wind Speed > 25 mph with a 3-second duration

MONTHLY ANTICIPATED ADVERSE WEATHER DAYS FOR WHITTIER NARROWS DAM, CA*

NUMBER OF DAYS BASED UPON A 5-DAY WORK WEEK

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

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

*Observation from January 2011 - December 2020.

MONTHLY ANTICIPATED ADVERSE WEATHER DAYS FOR WHITTIER NARROWS DAM, CA*

NUMBER OF DAYS BASED UPON A 6-DAY WORK WEEK

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

4 3 4 1 1 0 0 0 0 1 2 3

*Observation from January 2011 - December 2020.

Basic Data for these determinations were obtained from NOAA daily climate summaries and the USACE precipitation gage (Whittier Narrows San Gabriel).

The estimated total number of adverse weather days for the period of August 2021 through March 2022 is 12 days which is based on a 5-day work week schedule. The estimated total number of adverse weather days for the period of April 2022 through September 2022 is 2 days which is based on a 6-day work week schedule. The estimated total number of adverse weather days for the period of October 2022 through February 2023 is 9 days which is based on a 5-day work week schedule. The total number of adverse weather days for the anticipated construction schedule from August 2021 through February 2023 is therefore 23 days.

1.3.2 Time Extensions for Unusually Severe Weather

This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the CONDITION OF CONTRACT 52.249-10, DEFAULT (FIXED PRICE CONSTRUCTION). The Contracting Officer may award a time extension under this clause, if the following conditions are satisfied:

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

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

c. During the Contract performance period, the Contractor must record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled workday.

July 27, 2021 SECTION 01 14 00 Page 3 100% Submittal

1.3.3 Work Restrictions

1.3.3.1 Upstream Restrictions

Do not perform work on the Los Angeles County Sanitation Districts (LACSD) lines upstream of the dam between October 15 and April 15. Work may be allowed to commence beginning April 1 with a 5-day clear weather forecast.

1.3.3.2 Downstream Restrictions

Perform shutdown work on the Suburban Water Systems (SWS) line between January 2 and April 1.

Do not perform shutdown work on the City of Whittier water system downstream of the dam between April 1st to October 31st. One waterline must be active at all times.

Excavation during the USACE-defined flood season is at the Contractor's risk. Provide groundwater monitoring and emergency backfill components in accordance with Section 31 00 00 EARTHWORK. Filter sand and gravel drain materials must be located on site at the designated locations prior to initiating excavation. The contractor will immediately backfill the excavations when directed to do so by the Contracting Officer as often as necessary at no additional cost. The Contracting Officer's authority to direct the contractor to backfill does not preclude the contractor's responsibility to monitor the excavations and take the necessary steps to protect the work, the utilities, and the dam.

1.3.3.3 Emergency Operations

Excavation at the toe of Whittier Narrows Dam has inherent risks as the groundwater rises very rapidly in response to reservoir loading and under certain conditions will initiate internal erosion of the foundation which could undermine the integrity of the contractor's work, the utilities, and the dam.

1.3.3.3.1 Groundwater Monitoring

Groundwater monitoring will be a routine operation to inform both the contractor and emergency operations. Provide dewatering procedures as part of the Dewatering Plan defined in Section 31 00 00 EARTHWORK.

1.3.3.3.2 Emergency Backfill

Order the work, including having the equipment on site and stockpiles adjacent to the excavations so that they can be backfilled within two hours of being directed to do so. Keep the necessary equipment on site at all times during the flood season when excavations are open. Provide emergency backfilling procedures as part of the Earthwork Plan defined in Section 31 00 00 EARTHWORK.

1.3.3.3.3 Phase 3: Construct Inverted Filter

If seepage at the surface of the backfilled work is evident, the Contracting Officer may direct the construction of an inverted filter. The inverted filter consists of a 9-inch layer of filter sand placed on the ground surface, and completely confined on all sides by 18 inches of gravel drain material. When excavating during the flood season, maintain adequate quantities of filter sand and gravel drain material on site to

July 27, 2021 SECTION 01 14 00 Page 4 100% Submittal cover the surface limits of the excavations with inverted filters.

1.4 SPECIAL SCHEDULING REQUIREMENTS

The Whittier Narrows Dam will remain in operation during the entire construction period. Conduct operations so as to cause the least possible interference with normal operations of the activity.

Notify the Reservoir Operations Center a minimum of 2 weeks in advance of beginning construction work by submitting a Site Access Form, located at:

https://resreg.spl.usace.army.mil/forms/LAD_Site_Access_Form.pdf

Request permission to interrupt any Access roads, or utility service in writing a minimum of 15 calendar days prior to the desired date of interruption.

1.5 CONTRACTOR ACCESS AND USE OF PREMISES

1.5.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification. Keep the stamped set of plans and specifications at the job site and updated with record information. The set is to be available to the inspector, building official, or engineer at any time. Do not deviate from the stamped set of plans. Comply with all applicable federal, state, and local safety requirements.

1.5.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.5.2 Working Hours

Regular working hours are to consist of an 8.5 hour period or as established by the Contracting Officer, between 7 a.m. and 5 p.m., Monday through Saturday, excluding Government holidays. Government holidays consist of the following: New Year's Day, Birthday of Martin Luther King, Jr., Washington's Birthday, Memorial Day, Independence Day, Labor Day, Columbus Day, Veteran's Day, Thanksgiving Day, and Christmas Day.

Contractor personnel are restricted from working on Government holidays.

While temporary bypass pumping is operational, working hours for bypass pumping monitoring will be Monday through Sunday for 24 hours each day, or as deemed by the utility owner. Security personnel required by utility owners will also have working hours Monday through Sunday for 24 hours each day, or as deemed by the respective utility owner.

All shutdowns and tie-in work shall be coordinated and completed with utility owners during their working days and hours (typically Monday through Friday).

July 27, 2021 SECTION 01 14 00 Page 5 100% Submittal

1.5.3 Utility Cutovers and Interruptions

Perform no more than two series of interruptions for each pipeline utility owner: City of Whittier, Suburban Water Systems, and LACSD. The first interruption to be performed for temporary bypass connection and the second interruption to be performed for permanent pipeline reconnection.

Shutdown and reconnection for east gallery private pole will be coordinated by SWS.

a. Make utility cutovers and interruptions as directed by USACE in coordination with the utility owner.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruptions to utility service are limited to time limits as directed by the utility owner. See Sections 1.14 through 1.16 below for time limits for each utility owner.

1.6 SECURITY REQUIREMENTS

All Contractor and subcontractor employee(s) working on the contract who require access in or around the Whittier Narrows Dam facilities require authorization to be on site at these areas based upon a background investigation in accordance with "Homeland Security Presidential Directive 12: Policy for a Common Identification Standard for Federal Employees and Contractors" (HSPD 12). The District Security Management Office will submit contractor(s) personal information to complete the basic background investigation in order to make a recommendation to the Contracting Office of an employee's suitability for work on Government property.

The Contracting Officer has the right to deny any contractor or subcontractor employee from working on any contract based upon the results of the background investigation provided by the District Security Management Office.

1.7 SURFACE TRANSPORTATION

Use of Government facilities are on a priority basis as determined by the Government. Repair damaged Government property such as dam access road, dam entry points, fencing, gates, curb and gutters, sidewalks, bike path AC, striping, dam electrical and communication utilities, and any other equipment due to the Contractor's negligence at the Contractor's own expense.

1.8 CONTRACTOR WORK AREA

Two work areas are identified on the Construction Drawings. Work areas are to be used for laydown, staging, access to work sites, equipment, temporary contractor trailer, etc. for the project. The dam access roads and dam slopes are included as part of the work area. Do not store any materials or equipment on the dam access roads or slopes of the dam. Do not drive on dam slopes. Do not block any dam access road for more than 15 minutes. These access roads are also used by USACE personnel to access Whittier Narrows Dam and Spillway.

There are existing electrical towers owned by LADWP at the project site.

Construction work is not to come within ten feet of these electrical towers and overhead power lines, whether or not the lines are located on

July 27, 2021 SECTION 01 14 00 Page 6 100% Submittal the property. Failure to comply may cause construction delays and additional expenses.

1.9 ACCESS TO GALLERIES

Contractor is responsible for the safe movement of construction traffic.

Provide a traffic handling plan per Section 01 50 00 TEMPORARY

CONSTRUCTION FACILITIES AND CONTROLS.

Access the gallery at Station 115+42 by public road (Rosemead Blvd) through the dam entry turnout, and then the dam access road through the gate as shown on the Construction Drawings. All access including deliveries of equipment and materials will be by this access road only.

Dam access road to be closed to pedestrian traffic except at bike trail that crosses dam immediately adjacent to entry gates. All vehicle traffic to exercise caution and yield to pedestrians. Do not block the access road at any time. Post temporary speed limits signs ( 10 mph ) at point of entry (near Rosemead Blvd) and at the work site exit. Travel along dam access road will be two-way travel except for large construction vehicles which will require one-way travel. Post two one-way travel signs along dam access road and provide flagmen to facilitate travel on the dam crest. Coordinate vehicle access to the work site via dam access road during multiple deliveries.

Construct a new temporary access ramp to provide access to the golf course from the top of the dam. Design the temporary access ramp in accordance with construction drawings and Section 31 00 00 EARTHWORK

Access the gallery at Station 126+60 by Rooks Road from the existing driveway entrance. Dam access road and multipurpose trail within construction limits to be closed to pedestrian traffic. All vehicle traffic to exercise caution and yield to pedestrians. Do not block access across the dam spillway at any time. Always keep the west and east entrance to the dam spillway clear from obstruction.

Provide alternative access at the Station 126+60 gallery via a new entrance from Rooks Road per construction drawings. This entrance must provide a route for LADWP maintenance vehicles consisting of HS25 series trucks to access LADWP facilities located downstream of the temporary bypass that will avoid crossing the bypass. Construction of entrance includes removal of roadway guardrail, removal of curb and gutter, installation of temporary crash cushion, grading for 30-foot wide entrance, and installation of locked gate. Obtain permit from City of Pico Rivera for performing the work. Perform grading so that slopes are 4:1 or flatter, and the transition to existing slope is a minimum length of 15 feet. Restore guardrail, curb and gutter to original condition after the temporary sewer bypass work has been completed.

1.10 CONTRACTOR COORDINATION

Coordinate with the following agencies prior to beginning construction.

Notify each agency of project schedule per paragraph Preliminary Construction Start Date Notification in Section 01 32 01 PROJECT SCHEDULE in advance of beginning construction work.

a. City of Whittier - Approval of the construction drawings by the City is completed. Comply with USACE utility agreement that is part of this Construction Contract. Comply with the submittal requirements needed prior to construction. Notify City at least ten working days prior to

July 27, 2021 SECTION 01 14 00 Page 7 100% Submittal the start of construction to arrange for inspection. Perform all construction work for City in the presence of a City representative.

Point of contact:

Ray Cordero, Water and Sewer Manager (telephone: (562) 567-9500 x9566, email: rcordero@cityofwhittier.org) and

Raul Flore, City of Whittier Civil Engineer (telephone: (562) 567-9525, email: rflore@cityofwhittier.org).

b. Suburban Water Systems (SWS) - Approval of the construction drawings by the SWS is completed. Comply with utility agreements that is part of the Construction Contract. Comply with the submittal requirements needed prior to construction. Notify SWS at least ten working days prior to the start of construction to arrange for inspection.

Point of contact:

Nathan Au, Engineering Manager (telephone: (626) 543-2561, email:

nau@swwc.com), Laura Sainz, Water Planner (telephone: (626) 543-2565) and

Jorge Lopez, VP of Engineering (telephone: (626) 733-2946, email:

jlopez@swwc.com).

c. Los Angeles County Sanitation Districts (LACSD) - Approval of the construction drawings by the LACSD is completed. Comply with USACE utility agreement that is part of this Construction Contract. Notify the construction management section head for LACSD at 562-908-4288 Ext. 2106 at least ten working days prior to the start of construction to arrange for inspection. Perform all sewer construction work for LACSD in the presence of a LACSD representative. Comply with the submittal requirements needed prior to construction.

Point of contact:

Ignacio Murillo, LACSD Construction Management Section Head (telephone:

(562) 908-4288 Ext. 2106, email: imurillo@lacsd.org) and

Ryan Honda, Property Management (telephone: (562) 908-4288 Ext. 2766, email: ryanhonda@lacsd.org).

d. City of Pico Rivera.

Point of contact:

Julia Gonzalez, City of Pico Rivera Deputy Director (direct: (562) 801-4447, office: (562) 801-4332, email:

juliagonzalez@pico-rivera.org).

e. Pico Rivera Golf Club.

Point of contact:

Greg Lake, Pico Rivera Golf Club General Manager (telephone: (562) 716-6860, email: glake.picoriveragc@gmail.com).

f. Los Angeles County Department of Parks and Recreation (LACDPR).

Point of contact:

Natasha Krakowiak, LACDPR Park Planner (telephone: (626) 588-5313, email: NKrakowiak@parks.lacounty.gov).

July 27, 2021 SECTION 01 14 00 Page 8 100% Submittal

g. Los Angeles County Flood Control District (LACFCD).

Point of contact:

Eden Berhan, LACFCD Civil Engineer (telephone: (626) 418-0495, email:

EBERHAN@dpw.lacounty.gov)

h. Los Angeles County Department of Public Works (LACDPW)

Point of contact:

Matt Suska, Los Angeles County Public Works Bikeway Coordinator (telephone: 626-458-3960, cell phone: 818-679-2264, email:

MSUSKA@dpw.lacounty.gov).

1.11 DELETED

1.12 CONTRACTOR FURNISHED PERMITS

Obtain and pay for all permits necessary for the project. Include in the Bid, all costs associated with conforming to the requirements of all permits regardless of which party furnished the permits. In addition, obtain and pay for all other permits necessary for construction of the Work, including but not limited to, encroachment permits, OSHA permits, building permits, work permits, and be responsible for coordinating all approvals and acquiring the permits. Furnish proof of insurance as required by each Permit. Permits for the permanent work are the responsibility of the Contractor.

The following permits for the permanent work are the responsibility of the Contractor:

(1) Cal/OSHA Excavation Permit.

(2) Obtain and pay for a City of Pico Rivera Business License.

(3) City Haul Route Permit. Obtain City permit or approval regarding hauling. Submit a haul route plan to the City of Pico Rivera.

(4) Los Angeles Department of Water and Power - Apply for a temporary entry access permit for the work within the LADWP 120-foot wide easements at each of the galleries.

Alex Castillo, Real Estate Services, LADWP. 221 N. Figueroa Street Room 1600, Los Angeles, CA 90012. (213) 202-0509.

Alex.Castillo@ladwp.com.

(5) AQMD permit or CARB certification for portable engines.

(6) USACE will submit permit registration documents (PRDs) along with appurtenant fee, under the Construction Activities Storm Water General Permit (2009-0009-DWQ). Under this permit, prepare and submit the storm water pollution prevention plan (SWPPP) to USACE for inclusion in the PRDs. Permit coverage does not begin until the PRDs and annual fee are received by the State Water Resources Control Board (SWRCB) and a Waste Discharger Identification (WDID) number is assigned and sent by their Storm Water Multi-Application and Report Tracking System

(SMARTS).

(a) The project may be eligible for a Small Construction Rainfall

July 27, 2021 SECTION 01 14 00 Page 9 100% Submittal

Erosivity Waiver. EPA's Small Construction Erosivitiy Waiver applies to sites between 1 and 5 acres that demonstrate that there are no adverse water quality impacts. The waiver is based on low erosivity potential. To qualify, the Legally Responsible Person (LRP) is to complete the electronic Notice of Intent (NOI) and sediment risk form through the SWRCB's SMARTS system, certifying that the construction activity will take place during a period when the value of the rainfall erosivity factor is less than five. If a small construction site does not complete construction by the completion date given on the waiver certification, recalculate the rainfall erosivity factor for the new project duration and submit through the SMARTS system to the SWRCB at least 30 days before the waiver expires. If the new R factor is five or above, obtain coverage under Order No. 2009 0009-DWQ NPDES No. CAS000002.

(b) Development and implementation of an SWPPP and monitoring program are required to be in place by the start of construction. File notice prior to the start of construction. There is a filing fee of $317 (also the annual fee) for a 1-acre sized project and $200 plus a surcharge for projects that qualify for the low erosivity waiver. These fees are subject to change by the SWRCB; processing time is approximately one month.

(c) Submit the PRDs to SWRCB SMARTS database, located at https://smarts.waterboards.ca.gov/smarts/faces/SwSmartsLogin.xhtml.

(d) Comply with the permit requirements and obtain and pay the fees involved with the supplementary work permits. Contractor is responsible for providing construction/Contractor supplemental information for finalization of permits.

(7) Southern California Edison (SCE) - Complete the permit process by providing the supplemental information to obtain the final permit.

Coordinate with SWS and SCE for the processing of removing the electrical service to the existing SWS Chlorination Monitoring Facility and for the installation of the new electrical service for facility.

Point of contact:

Judith Grissmeyer, Transmission Department Senior Project Manager (telephone: 626-827-9605, email: Judith.Grissmeyer@sce.com)

1.13 UTILITY OWNER SUBMITTALS

Utility owners will require review of the submittals identified below.

Submit these submittals to USACE to provide to the indicated utility owner.

1.13.1 All Utility Owners

a. Preliminary Construction Start Date, per Section 01 32 01 PROJECT

SCHEDULE.

b. Periodic Schedule Update, per Section 01 32 01 PROJECT SCHEDULE.

c. Warranties, per Section 01 78 00 CLOSEOUT SUBMITTALS.

d. Instructions, per Section 01 78 00 CLOSEOUT SUBMITTALS.

July 27, 2021 SECTION 01 14 00 Page 10 100% Submittal

e. As-built Drawings, per Section 01 78 00 CLOSEOUT SUBMITTALS.

f. Record Drawings, per Section 01 78 00 CLOSEOUT SUBMITTALS.

g. Final Approved Shop Drawings, per Section 01 78 00 CLOSEOUT SUBMITTALS.

h. Pressure Testing Procedures, per Section 40 05 15 PRESSURE TESTING FOR

PIPING.

i. Shop Drawings, per Section 40 05 15 PRESSURE TESTING FOR PIPING.

j. Test Bulkhead Locations and Calculations, per Section 40 05 15

PRESSURE TESTING FOR PIPING.

k. Test Records, per Section 40 05 15 PRESSURE TESTING FOR PIPING.

1.13.2 City of Whittier

a. City of Whittier Flow Bypass Plan, per Section 01 50 00 TEMPORARY

CONSTRUCTION FACILITIES AND CONTROLS.

b. Pipe, Fittings, Joints and Couplings, per Section 33 11 00 WATER

UTILITY DISTRIBUTION PIPING.

c. Valves, per Section 33 11 00 WATER UTILITY DISTRIBUTION PIPING.

d. Pipe Restraint, per Section 33 11 00 WATER UTILITY DISTRIBUTION PIPING.

e. Disinfection and Pressure Testing Procedures, per Section 33 11 00

WATER UTILITY DISTRIBUTION PIPING.

f. Bacteriological Samples Results, per Section 33 11 00 WATER UTILITY

DISTRIBUTION PIPING.

g. Hydrostatic Test, per Section 33 11 00 WATER UTILITY DISTRIBUTION

PIPING.

h. Propeller Meters, per Section 33 11 00 WATER UTILITY DISTRIBUTION

PIPING.

i. Welder Certification, per Section 33 11 00 WATER UTILITY DISTRIBUTION

PIPING.

j. Ductile Iron Piping, per Section 33 11 00 WATER UTILITY DISTRIBUTION

PIPING.

k. Copper Pipe for Service Lines, per Section 33 11 00 WATER UTILITY

DISTRIBUTION PIPING.

1.13.3 Suburban Water Systems

a. SWS Flow Bypass Plan, per Section 01 50 00 TEMPORARY CONSTRUCTION

FACILITIES AND CONTROLS.

b. Drawings of Precast Structure, per Section 13 34 23 PREFABRICATED

PRE-ENGINEERED PRECAST CONCRETE STRUCTURE.

c. Pipe, Fittings, Joints and Couplings, per Section 33 11 00 WATER

UTILITY DISTRIBUTION PIPING.

July 27, 2021 SECTION 01 14 00 Page 11 100% Submittal

d. Valves, per Section 33 11 00 WATER UTILITY DISTRIBUTION PIPING.

e. Flow Meter, per Section 33 11 00 WATER UTILITY DISTRIBUTION PIPING.

f. Pipe Restraint, per Section 33 11 00 WATER UTILITY DISTRIBUTION PIPING.

g. Disinfection and Pressure Testing Procedures, per Section 33 11 00

WATER UTILITY DISTRIBUTION PIPING.

h. Bacteriological Samples Results, per Section 33 11 00 WATER UTILITY

DISTRIBUTION PIPING.

i. Hydrostatic Test, per Section 33 11 00 WATER UTILITY DISTRIBUTION

PIPING.

j. Lining and Coating, per Section 33 11 00 WATER UTILITY DISTRIBUTION

PIPING.

k. Propeller Meters, per Section 33 11 00 WATER UTILITY DISTRIBUTION

PIPING.

l. Welder Certification, per Section 33 11 00 WATER UTILITY DISTRIBUTION

PIPING.

m. Steel Piping, per Section 33 11 00 WATER UTILITY DISTRIBUTION PIPING.

n. Copper Pipe for Service Lines, per Section 33 11 00 WATER UTILITY

DISTRIBUTION PIPING.

1.13.4 LACSD

a. LACSD Flow Bypass Plan, per Section 01 50 00 TEMPORARY CONSTRUCTION

FACILITIES AND CONTROLS.

b. Emergency Spill Response Plan, per Section 01 50 00 TEMPORARY

CONSTRUCTION FACILITIES AND CONTROLS.

c. Specialty Bypass Pumping Information, per Section 01 50 00 TEMPORARY

CONSTRUCTION FACILITIES AND CONTROLS.

d. Resume of Key Personnel, per Section 01 50 00 TEMPORARY CONSTRUCTION

FACILITIES AND CONTROLS.

e. Polyurethane Protective Coating, per Section 09 90 00 PAINTS AND

COATINGS.

f. Installation Drawings, per Section 33 30 00 SANITARY SEWERAGE.

g. Precast Concrete Manholes, per Section 33 30 00 SANITARY SEWERAGE.

h. Frames, Covers, and Gratings, per Section 33 30 00 SANITARY SEWERAGE.

i. Gravity Pipe, per Section 33 30 00 SANITARY SEWERAGE.

j. Water Extraction Test, per Section 33 30 00 SANITARY SEWERAGE.

k. Water Instrument Test, per Section 33 30 00 SANITARY SEWERAGE.

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l. Air Pressure Test, per Section 33 30 00 SANITARY SEWERAGE.

m. Portland Cement, per Section 33 30 00 SANITARY SEWERAGE.

n. Gaskets, per Section 33 30 00 SANITARY SEWERAGE.

1.14 UTILITY OWNER REVIEW PERIOD

Utility owners are to review submittals that pertain to their facilities.

All submittals will be provided to USACE to provide to the pertinent utility owner for review. The following review periods are required for each utility owner:

a. City of Whittier. Submittal review is 10 working days.

b. Suburban Water Systems (SWS). Submittal review is 10 working days.

c. Los Angeles County Sanitation Districts (LACSD). Submittal review is 20 working days; RFI response is 15 working days; and field changes are to be reviewed as submittals with a review period of 20 working days.

1.15 GENERAL SEQUENCE OF WORK - CITY OF WHITTIER

The sequence of construction for the City of Whittier owned facilities is limited to the gallery at Station 115+42 and confined to the City of Pico Rivera golf course. The general construction sequence for the two City of Whittier waterlines is listed below. A copy of City of Whittier's Referenced Specifications are attached at the end of this document with language pertinent to this project highlighted in yellow. In the event of conflicting language, the USACE specifications govern.

a. Coordinate with the City of Whittier in advance of installation of bypass system. City of Whittier approval of City of Whitter Flow Bypass Plan is required prior to construction as defined in Section

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS.

b. Begin construction of the temporary access ramp as indicated on the plans and in accordance with Section 31 00 00 EARTHWORK.

c. Remove and dispose of trees and brush as indicated on the plans and as required by Section 31 11 00 CLEARING AND GRUBBING.

d. Begin construction of temporary bypass pipelines (2) around the proposed USACE trench improvement area. Construct bypass piping to near points of connections and protect in place and keep the existing waterlines operational during by bypass installations. Pressure test both bypass pipes per section 40 05 15 PRESSURE TESTING FOR PIPING.

e. Begin shutdown of the City of Whittier's well pumps for the 36-inch RCP ( 26-inch HDPE pipe inside) and drain the facility downstream (City of Whittier treatment plant) to an elevation below the invert of the existing pipe at the work area. The City of Whittier will be responsible for shutting down the well pumps in coordination with the Contractor. Contractor is responsible for draining of the pipeline in coordination with the City of Whittier. The exact location of control valves are to be determined in the field by the City of Whittier Engineer and approved by the Contracting Officer. Determine water level in pipeline by tapping pipe near the gallery. Coordinate in

July 27, 2021 SECTION 01 14 00 Page 13 100% Submittal advance this effort with the City of Whittier, City of Pico Rivera, and the City of Pico Rivera golf course management and maintenance groups. Coordinate with City of Pico Rivera for water and power shutdown at the golf course.

f. Begin construction of temporary bypass connections for the 36-inch RCP ( 26-inch HDPE pipe inside). Remove and dispose interfering portions of existing RCP and HDPE pipes and make tie connections per the construction drawings. Limit the shutting of the wells, draining of pipeline, and bypass tie-in connections (2) to a 12-hour duration.

g. Coordinate with the City of Whittier and activate the well facilities and the bypass pipeline to resume transmission of water via bypass to the City's water treatment facility.

h. Begin shutdown of the 30-RCP ( 26-inch HDPE) pipeline (other pipe) same as step e above.

i. Begin construction of temporary bypass connections same as step f above.

j. Activate well facilities same as step g above.

k. Begin excavations for installation of the filter diaphragm per the construction drawings. Remove and dispose of inferring portions of all existing utilities.

l. Install filter diaphragm to the grades of permanent waterlines per the construction drawings.

m. Install the new City of Whittier pipelines (2) and backfill per construction drawings. Pressure test new pipelines and flush/drain facilities prior to permanent connections. Continue installation of the filter diaphragm to finished grades.

n. Begin shutdown of the City of Whittier's well pumps and drain facility, same as step e above. Only shutdown one facility at a time to make the permanent connections. Shutting down of both City of Whittier pipelines concurrently is not allowed.

o. Begin construction of permanent connections per the construction drawings. Limit tie-in duration to 12-hours.

p. Activate the well facilities same as step g above.

q. Begin shutdown of the other City of Whittier's well pumps and drain facility 30-inch RCP with 26-inch HDPE pipe inside), same as step e above.

r. Begin construction of permanent connections per the construction drawings. Limit tie-in duration to 12-hours.

s. Activate well facilities same as step g.

t. Remove and dispose of bypass piping (2) and restore area to existing conditions. Leaving bypass piping in place and abandoning is not allowed.

u. Continue USACE trench improvements.

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v. Restore west gallery site to existing or better conditions. Remove all temporary construction facilities and controls except for temporary access ramp which will remain in place for the dam modifications work.

Hydroseed golf course per Section 32 92 19 SEEDING.

1.16 GENERAL SEQUENCE OF WORK - SUBURBAN WATER SYSTEMS

The sequence of construction for the Suburban Water Systems (SWS) owned facilities is limited to the gallery at Station 126+60. SWS and LACSD utilities occupy the same gallery and are generally within the same construction area. The general construction sequence for the SWS facility is listed below and is to be done concurrently with the LACSD waste waterline work. Removal of the dam toe drain, Relief Well (RW 137) and associated 6-inch VCP lateral drain will need to be performed before the SWS temporary bypass is constructed. Restoration of these facilities are required to be performed after the bypass is removed. During this period, the toe drain, relief well and associated lateral drain will not be operational. A copy of SWS's Referenced Specifications are attached at the end of this document with language pertinent to this project highlighted in yellow. In the event of conflicting language, the USACE specifications govern.

a. Coordinate with SWS in advance of installation of bypass system. SWS approval of SWS Flow Bypass Plan is required prior to construction as defined in Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS.

b. Begin removal of 18-inch dam toe drain and relief well with 6-inch lateral VCP (RW 137). Removal must be completed prior to temporary bypass construction.

c. Begin construction of temporary bypass pipeline around the proposed USACE trench improvement area. Construct bypass piping to near points of connections. Pressure test, disinfect, flush bypass pipe per section 40 05 15 PRESSURE TESTING FOR PIPING.

d. Begin shutdown of the SWS's well pumps for the waterline and drain the facility downstream to an elevation below the invert of the existing pipe at the work area. The SWS will be responsible for shutting down the well pumps and draining the pipeline from a downstream PRV facility in coordination with the Contractor. Determine water level in pipeline by tapping pipe or using an existing outlet near the gallery.

Coordinate in advance this effort with SWS. Contractor must request shutdown date 21 calendar days in advance.

e. Begin construction of temporary bypass connections for the 36-inch RCCP pipe and the 26"/18" steel pipes. Remove and dispose interfering portions of existing pipe, make tie connections, and provide temporary thrust restraint per the construction drawings. Limit the shutting of the wells, draining of pipeline, and bypass tie-in connections to a 24-hour duration limiting tie-in connections to a duration of 12 continuous working hours. The bypass trench may be partially backfilled, and the joints left exposed for the initial leakage test and continual pressure test until the installation of the permanent SWS waterline.

f. Coordinate with the SWS and activate the well facilities and the bypass pipeline to resume transmission of domestic water via bypass to

July 27, 2021 SECTION 01 14 00 Page 15 100% Submittal the SWS distribution system.

g. Coordinate waterline bypass work with bypass work of the LACSD waste waterline. See Section 1.17 step d to step m below to begin LACSD bypass pipeline work.

h. Relocate private power pole as shown on the drawings. Begin demolition work of facilities per the construction drawings. SWS will coordinate shutdown and reconnection of private pole prior to start of demolition work.

i. In the following year work window, begin excavations for installation of the filter diaphragm per the construction drawings. Remove and dispose of inferring portions of all existing utilities.

j. Install filter diaphragm to the grades of permanent waterline and wastewater pipe per the construction drawings.

k. Install permanent SWS pipelines, cradles, and backfill per the construction drawings.

l. Air soap test all waterline joints, disinfect, and flush permanent pipe per section 40 05 15 PRESSURE TESTING FOR PIPING.

m. Continue installation of the filter diaphragm to finished grades.

n. Begin shutdown of the SWS's well pumps and drain facility, same as step d above.

o. Begin construction of permanent waterline connections. Limit tie-in connections to a duration of 24 continuous working hours.

p. Coordinate with the SWS and activate the well facilities and the bypass pipeline to resume transmission of domestic water via bypass to the SWS distribution system.

q. Remove and dispose of bypass piping and restore area to existing conditions. Leaving bypass piping in place and abandoning is not allowed.

r. Restore the 18-inch dam toe drain and relief well with 6-inch lateral VCP (RW 137) as shown on construction drawings.

s. Continue USACE trench improvements and installation of other facilities per the construction drawings.

t. Restore east gallery site to existing or better conditions after all SWS and LACSD work has been completed. Remove all temporary construction facilities and controls.

1.17 GENERAL SEQUENCE OF WORK - LOS ANGELES COUNTY SANITATION DISTRICTS

The sequence of construction for the Los Angeles County Sanitation Districts (LACSD) owned…