Amendment A004.pdf

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 or (c) By separate letter or electronic communication 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 you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

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

3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

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

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

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.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

IT MODIFIES THE CONTRACT/ORDER NUMBER 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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)

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)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, 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)

Previous edition unusable

2. AMENDMENT/MODIFICATION NUMBER

A004 CA FLAP SCR T5(1)

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: STEPHANIE NAVARRO

6905001

6982AF23B000033

1/18/2024

0*

*See Item 14

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

*FAILURE TO ACKNOWLEDGE THIS AMENDMENT IN BLOCK 19 OF THE SF 1442 BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY RESULT IN REJECTION OF YOUR BID (REFER TO ITEM 11.)

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.

3/14/2024

X

INVITATION FOR BID

1. Replace pages A-6 to A-29 with the attached amended pages A-6 to A-30.

2. Replace pages B-1 and B-2 with the attached amended pages B-1 through B-2C.

3. Replace pages E-1 through E-125 with the attached amended pages E-1 through E-127

Plan Sheets- Schedule A

4. Replace pages B-1 to B-4, T-9, T-26 with the attached amended pages B-1 to B-4, T-9, T-26

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Amendment A004 3.14.24

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Bid Bond (See Instructions on Page 3)

Date Bond Executed (Must Not Be Later Than Bid Opening Date)

OMB Control Number: 9000-0001 Expiration Date: 1/31/2027

Principal (Legal Name And Business Address) Type Of Organization ("X" One)

State Of Incorporation

Surety(ies) (Name And Business Address)

Percent Of Bid Price

Penal Sum Of Bond Amount Not To Exceed Million(s) Thousand(s) Hundred(s) Cents

Bid Identification Bid Date Invitation Number

Authorized For Local Reproduction Previous Edition Is Not Usable

STANDARD FORM 24 (REV. 10/2023)

Prescribed by GSA - FAR (48 CFR) 53.228(a)

For (Construction, Supplies Or Services)

Obligation:

We, the Principal and Surety(ies) are firmly bound to the United States of America (hereinafter called the Government) in the above penal sum. For payment of the penal sum, we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally. However, where the Sureties are corporations acting as co-sureties, we, the Sureties, bind ourselves in such sum "jointly and severally" as well as "severally" only for the purpose of allowing a joint action or actions against any or all of us. For all other purposes, each Surety binds itself, jointly and severally with the Principal, for the payment of the sum shown opposite the name of the Surety. If no limit of liability is indicated, the limit of liability is the full amount of the penal sum.

Conditions:

The Principal has submitted the bid identified above.

Therefore:

The above obligation is void if the Principal - (a) upon acceptance by the Government of the bid identified above, within the period specified therein for acceptance (sixty (60) days if no period is specified), executes the further contractual documents and gives the bond(s) required by the terms of the bid as accepted within the time specified (ten (10) days if no period is specified) after receipt of the forms by the Principal; or (b) in the event of failure to execute such further contractual documents and give such bonds, pays the Government for any cost of procuring the work which exceeds the amount of the bid.

Each Surety executing this instrument agrees that its obligation is not impaired by any extension(s) of the time for acceptance of the bid that the Principal may grant to the Government. Notice to the Surety(ies) of extension(s) is waived. However, waiver of the notice applies only to extensions aggregating not more than sixty (60) calendar days in addition to the period originally allowed for acceptance of the bid.

Other (Specify) Individual Partnership Joint Venture Corporation

B-1 Amendment A004 Dated 3/14/2024

2.

(Seal)2.(Seal)

1.

1.

1.

1. 3.2.

Name(s) (Typed)

Signature(s)

Individual Surety(ies)

Name(s) And Title(s) (Typed)

Corporate Seal

(Seal)

3.

(Seal)

2.

(Seal) Signature(s)

Principal

2.

State Of Incorporation Liability Limit ($)

2.

2.

1.Name(s) And Title(s) (Typed)

Signature(s) 1. 2. Corporate Seal

Corporate Seal

Su re ty C

Name And Address

Signature(s) Name(s) And Title(s) (Typed)

1.

1.

2.

2.

State Of Incorporation Liability Limit ($)

Corporate Seal

Name(s) And Title(s) (Typed)

Su re ty D

Signature(s)

Name And Address

1.

1.

2.

2.

State Of Incorporation Liability Limit ($)

Corporate Seal

Liability Limit ($)State Of Incorporation

1.

1.

Su re ty A

Name And Address

Su re ty B

Name(s) And Title(s) (Typed)

Signature(s)

Name And Address

Corporate Surety(ies)

Witness:

The Principal and Surety(ies) executed this bid bond and affixed their seals on the above date.

STANDARD FORM 24 (REV. 10/2023) PAGE 2

B-2A Amendment A004 Dated 3/14/2024

STANDARD FORM 24 (REV. 10/2023) PAGE 3

Corporate Seal

Su re ty F

Name And Address

Signature(s) Name(s) And Title(s) (Typed)

1.

1.

State Of Incorporation

2.

2.

Liability Limit ($)

Corporate Seal

Name(s) And Title(s) (Typed)

Su re ty G

Signature(s)

Name And Address

1.

1.

2.

2.

State Of Incorporation Liability Limit ($)

Corporate Seal

State Of Incorporation Liability Limit ($)

2.

2.

1.

1.

Name And Address

Signature(s) Name(s) And Title(s) (Typed)

Su re ty E

Instructions

1. This form is authorized for use when a bid guaranty is required. Any deviation from this form will require the written approval of the Administrator of General Services.

2. Insert the full legal name and business address of the Principal in the space designated "Principal" on the face of the form. An authorized person shall sign the bond. Any person signing in a representative capacity (e.g., an attorney-in-fact) must furnish evidence of authority if that representative is not a member of the firm, partnership, or joint venture, or an officer of the corporation involved.

3. The bond may express penal sum as a percentage of the bid price. In these cases, the bond may state a maximum dollar limitation (e.g., 20% of the bid price but the amount not to exceed dollars).

4. (a) Corporations executing the bond as sureties must appear on the Department of the Treasury's list of approved sureties and must act within the limitations listed therein. The value put into the Liability

Limit block is the penal sum (i.e., the face value) of the bond, unless a co-surety arrangement is proposed.

Amendment A004 Dated 3/14/2024B-2B

(b) When multiple corporate sureties are involved, their names and addresses shall appear in the spaces (Surety A, Surety B, etc.) headed "Corporate Surety(ies)." In the space designated

"Surety(ies)" on the face of the form, insert only the letter identifier corresponding to each of the sureties. Moreover, when co-surety arrangements exist, the parties may allocate their respective limitations of liability under the bond, provided that the sum total of their liability equals 100% of the bond penal sum.

(c) When individual sureties are involved, a completed Affidavit of Individual Surety (Standard Form 28) for each individual surety, shall accompany the bond. The Government may require the surety to furnish additional substantiating information concerning its financial capability.

5. Corporations executing the bond shall affix their corporate seals. Individuals shall execute the bond opposite the word "Corporate Seal"; and shall affix an adhesive seal if executed in Maine, New

Hampshire, or any other jurisdiction requiring adhesive seals.

6. Type the name and title of each person signing this bond in the space provided.

7. In its application to negotiated contracts, the terms "bid" and "bidder" shall include "proposal" and

"offeror."

STANDARD FORM 24 (REV. 10/2023) PAGE 4

Paperwork Reduction Act Statement - This information collection meets the requirements of 44 USC §

3507, as amended by section 2 of the Paperwork Reduction Act of 1995. You do not need to answer these questions unless we display a valid Office of Management and Budget (OMB) control number. The OMB control number for this collection is 9000-0001. We estimate that it will take 1 hour to read the instructions, gather the facts, and answer the questions. Send only comments relating to our time estimate, including suggestions for reducing this burden, or any other aspects of this collection of information to: General

Services Administration, Regulatory Secretariat Division (MVCB), 1800 F Street, NW, Washington, DC

20405.

B-2C Amendment A004 Dated 3/14/2024

E-1

CA FLAP SCR T5(1)

Monterey Bay Sanctuary Scenic Trail

SPECIAL CONTRACT REQUIREMENTS

The following Special Contract Requirements amend and supplement the Standard Specifications for Construction of Roads and Bridges, on Federal Highway Projects (FP-14), U.S. Department of Transportation, Federal Highway Administration.

Section 101. – TERMS, FORMAT, AND DEFINITIONS

101.03 Abbreviations.

(a) Acronyms.

MUTCD. Delete the text and add the following

MUTCD – For all project applications, use the California version of the Manual on Uniform Traffic Control Devices for Streets and Highways, CA MUTCD (current edition)

(a) Acronyms. Add the following:

CALTRANS – California Department of Transportation CDFW – California Department of Fish and Wildlife CSCEHD – City of Santa Cruz Environmental Health Division EEBACS — Engineer’s Estimating, Bidding, Award, and Construction System GSA – General Services Administration HAZWOPER – Hazardous Waste and Emergency Response Highway 1 – Caltrans District 5 State Route 1 (Pacific Coast Highway) PG&E – Pacific Gas and Electric RSS – Reinforced Soil Slope SCCRTC or RTC – Santa Cruz Regional Transportation Commission SCR’s – Special Contract Requirements State Parks – California Department of Parks and Recreation SWDR – Caltrans Storm Water Data Report USFWS – United States Fish and Wildlife Service

(b) US Customary abbreviations and symbols. Delete the text and substitute the following:

ºF — degrees Fahrenheit temperature A — ampere electric current

ac. — acre area BTU — British Thermal Unit energy

cu. in. or in3 — cubic inches volume

cu. ft., cf, ft3 or CUFT — cubic feet volume

cu. yd., cy, yd3 or CUYD — cubic yards volume D — day time deg. or º — degree plane angle

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Monterey Bay Sanctuary Scenic Trail Fc — foot-candles luminous intensity

fl. oz. — fluid ounces volume

ft. or ' — foot or feet length gal. or GAL — gallon volume H — Henry inductance

hr. or HR — hour time Hz — hertz (s-1) frequency

in. or " inch or inches length K — kelvin temperature lb or LB, lbs — pound, pounds mass Lbf — pound-force force lnft or LNFT linear foot length

mi. — miles length min. or m — minute time min. or ' — minute plane angle

oz. — ounces mass Psi — pounds/square inch pressure Q — cubic feet/second flow rate sec. or s — second time sec. or " — second plane angle

sq. in. or in2 — square inches area

sq. ft., sf, ft2 or SQFT — square feet area

sq. yd., sy, yd2 or SQYD — square yards area T — short ton (2000 lbs) mass V — volt (W/A) electric potential W — watt (J/s) power yd or YD — yard or yards length Ω — ohm V/A electric resistance

(c) Metric unit abbreviations and symbols. Delete the text and substitute the following:

A — ampere electric current Cd — candella luminous intensity oC — degree Celsius temperature D — day time deg. or º — degree plane angle g or gram — gram mass H — Henry inductance Ha — hectare area

hr. or HR — hour time Hz — hertz (s-1) frequency J — Joule (N.m) energy K — kelvin temperature Kg — kilogram mass L — liter volume

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Monterey Bay Sanctuary Scenic Trail Lx — lux illuminance M — meter length mm — millimeter length m2 — meter squared area m3 — cubic meter volume min. or m — minute time min. or ' — minute plane angle N — Newton (kg.m/s2) force Pa — Pascal (N/m2) pressure sec. or s — second time sec. or " — second plane angle T — metric ton Mass V — volt (W/A) electric potential W — watt (J/s) Power Ω — ohm V/A electric resistance

101.04 Definitions.

Add the following:

EEBACS — Engineer’s Estimating, Bidding, Award, and Construction System. A web-based system used by the Government, Construction Contractors, and Subcontractors on this Government contract to prepare “Inspector’s Daily Record of Construction Operations” (Contractors Daily Reports) and measurement notes (pay notes and field measurement documentation).

Roadway Prism Delete the text and substitute the following:

Roadway Prism – The volume defined by the area between the original terrain cross-section and the final design cross-section multiplied by the horizontal distance between the centroids (geometric center) of the area.

Subcontractor Delete the text and substitute the following:

Subcontractor – An individual or legal entity with which the Contractor sublets part of the work. This includes subcontractors and material suppliers at any tier.

Section 103. — SCOPE OF WORK

103.05 Partnering. Delete the third paragraph and substitute the following:

If the partnering offer is accepted, mutually agree with the CO on the level of organizational involvement and the need for a professional to facilitate the partnering process. Engage the facilitator and other resources for key Contractor representatives and the CO to attend a partnership development and team-building workshop. Hold additional progress meetings upon mutual agreement.

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Monterey Bay Sanctuary Scenic Trail Section 104. — CONTROL OF WORK

104.03 Specifications and Drawings.

Add the following to (a) General (2) Drawings:

(h) Erosion and sediment control drawings for the SWPPP application.

Section 105. — CONTROL OF MATERIAL

105.01 Source of Supply and Quality Requirements. Add the following:

Materials containing petroleum-based solvents such as cutback asphalts and traffic paints may be restricted from use by local laws or ordinances in certain geographic areas. Upon presenting proof of such restrictions, alternate materials considered acceptable to the CO may be substituted for the materials specified in the contract.

Add the following:

Certify, according to Subsection 107.10 (d)(2), that sources of rock, sand, gravel, earth, subsoil, or other natural material imported into the project construction limits are noxious weed free.

105.04 Storing and Handling Material. Add the following after the third sentence of the second paragraph:

For Contractor-located, non-commercial staging, storing, and material handling areas, secure environmental clearances according to Subsection 107.10.

Add the following:

Staging and stockpiling is not allowed adjacent to any active agricultural land. Staging and stockpiling is permitted within the project construction limits at the locations shown in the Right-of-Way Exhibits provided in the Appendix. When storing materials or equipment within the railroad Right-of Way Corridor, store a minimum 9 ft. from the centerline of the track. Major locations for staging and stockpiling are listed below;

Sta. 150+00 RT.: A large area on State Parks Land is available for use during construction. Refer to the Right-of-way Exhibits for more information on size and location. A total of 3 Acres of the area shown in the exhibit may be used by the Contractor. Submit a plan to the CO showing the area, including access to Highway 1. The area may be used for staging and stockpiling materials, equipment, office trailers and employee parking. Conform to Contract and permit requirements for staging and stockpiling materials and performing equipment and vehicle maintenance. If the site is used, fence the area proposed and agreed to for use at no cost to the Government. The overall security of the staging area is the responsibly of the Contractor. After performing clearing of the proposed area for use, conserve and stockpile the existing topsoil and treat the area for invasive/non-native plant species. Submit proposed treatment method(s) to the CO. Allow 14

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Monterey Bay Sanctuary Scenic Trail days for review. Treat the staging area as needed to prevent establishment of invasive/non-native plant species. At the completion of the project, restore the site to pre-existing grades and conditions. Treat the disturbed area with sterile seed as required on Schedule A. Permanent revegetation of the disturbed area will be performed by others.

Option X Davenport Parking Lot and Option Y, Yellowbank Parking Lot: If Option X is awarded, the Davenport Parking Lot may be closed to public traffic during construction of the parking lot. If Option Y is awarded, the Yellowbank Parking Lot may be closed to public traffic during construction of the parking lot. If both Options are awarded, only one parking lot may closed at a time.

If Option X is not awarded, the Davenport parking lot may only be closed to public traffic for 15 days (6:00am Monday- 5:00pm Friday only) to construct the connector trail. If Option X is not awarded, the contractor may utilize a 50 ft. by 100 ft. area of the Davenport parking lot for staging and stockpiling for the duration of the project. Move boulders inside of the project right-of-way to create an equal amount of additional parking based on the area occupied by the proposed staging area. Maintain access to half of the parking area for public vehicles. If a staging and stockpiling area is utilized, submit a site plan showing at a minimum; the requested staging area, security measures for the staging area, work required to maintain vehicular and public access, erosion control measures (as needed) and traffic and pedestrian control devices, boulder reconfiguration to create additional parking area, conformance with the CALTRANS encroachment permit terms. Allow 14 days for review.

If Option Y is not awarded, the Yellowbank parking lot may only be closed to public traffic for 15 days (6:00am Monday – 5:00pm Friday only) to construct the connector trail. Maintain public access at all other times.

Use all products according to the manufacturer’s recommendations for handling, storage, and disposal.

Follow the requirements of FAR Clause 52.236-10 Operations and Storage Areas and FAR Clause 52.236-12 Cleaning Up. Maintain the staging and storage areas in a clean, neat, and orderly condition satisfactory to the CO.

Store construction materials within the limits indicated on the contract drawings. Properly store materials according to the applicable permit and the requirements in Section 107, 157, 203, 204, 624, and 625. Check the storage areas weekly and according to the applicable permit.

Store construction, building and waste materials, and containers in designated areas indoors or protect with a suitable covering.

Submit a site map showing the material storage and stockpile locations at least 14 calendar days prior to the start of construction activities.

Keep the manufacturer’s MSDS, an inventory of the material, and emergency numbers near the storage area. Take appropriate measures to ensure that incompatible chemicals are not stored next to each other.

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Monterey Bay Sanctuary Scenic Trail Section 106. — ACCEPTANCE OF WORK

106.01 Conformity with Contract Requirements. Delete (a) and (b) and substitute the following:

(a) Disputing Government test results. If the accuracy of Government test results is disputed, promptly inform the CO. If the dispute is unresolved after reasonable steps are taken to resolve the dispute, further evaluation may be obtained by written request. Include a narrative describing the dispute and a proposed resolution protocol that addresses the following:

(1) Sampling method

(2) Number of samples

(3) Sample transport

(4) Test procedures

(5) Testing laboratories

(6) Reporting

(7) Estimated time and costs

(8) Validation process

(b) Alternatives to removing and replacing non-conforming work. As an alternative to removal and replacement, the Contractor may submit a written request to:

(1) Have the work accepted at a reduced price; or

(2) Be given permission to perform corrective measures to bring the work into conformity.

The request must contain supporting rationale and documentation. Include references or data justifying the proposal based on an evaluation of test results, effect on service life, value of material or work, quality, aesthetics, and other tangible engineering basis. The CO will determine disposition of the nonconforming work.

Add the following after (b):

The number of significant figures used in the calculations will be according to ASTM E 29, absolute method.

Where sample/testing procedures make reference to AASHTO, ASTM, or other standards (designated as FLH T), the procedure as modified in the Materials Manual shall govern. Where the specifications make reference to AASHTO Test T11, “Procedure B - Washing Using a Wetting Agent” shall be the procedure followed.

Where the specifications make reference to AASHTO Test T310, “Direct Transmission Method of In- Place Nuclear Density and Moisture Content” shall be the procedure followed.

106.02 Visual Inspection. Delete the Subsection and substitute the following:

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106.02 Visual Inspection. Acceptance is based on visual inspection of the work for compliance with the contract requirements. In the absence of specific contract requirements or tolerances, use prevailing industry standards.

106.03 Certification. Add the following after the second paragraph:

See Table 106-3 for schedule for full or partial acceptance by material certification. Submit certification and sample of material for testing as required.

Delete the third paragraph and substitute the following:

Check certifications before incorporating the material into the work to ensure that the requirements of the contract have been met. Mark the certifications with the following information:

• Project number and name;

• Pay item number and description;

• Contractor signed certification stating “to the best of our knowledge the materials certified by the attached certification represent the materials incorporated into the work of this contract”; and

• Date.

Table 106-3 Schedule For Full or Partial Acceptance by Materials Certification. Add Table 106-3 following Table 106-2.

Table 106-3 Schedule For Full or Partial Acceptance by Materials Certification

Section Description Material Material Property Or Specification

Frequency Certification Sample

302 Minor Crushed Aggregate Crushed Aggregate Source, Quality and

Gradation 1 per source 1 per source

312 Dust Palliative Calcium Chloride

Magnesium Chloride, Lignosulfonate, As specified 1 per shipment First shipment

403 Asphalt Concrete Aggregate Asphalt Mix

Source quality, Gradation, Stability, and Grade 1 per mix 1 per source

634 and

Permanent Pavement Markings, Temporary Traffic Control

634.02 as applicable, 635 as applicable As specified 1 per source -----

701 Hydraulic Cement

Portland Cement, Blended Hydraulic

Cement, Masonry and Mortar Cement

AASHTO M 85, M

240, ASTM C 91 and ASTM C1392 as applicable

1 per shipment 1 per 100 tons

702.01 Asphalt Material Asphalt Cement

AASHTO M 226 or

M 320, as applicable

1 per shipment 1 per shipment

702.02 Asphalt Material Emulsified Asphalt AASHTO M 140 or

M 208 as applicable 1 per shipment 1 per shipment

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Monterey Bay Sanctuary Scenic Trail Section Description Material Material Property

Or Specification Frequency

Certification Sample

702.03 Asphalt Material

Asphalt Materials used for Damproofing and Waterproofing

Concrete and Masonry Surfaces

As specified for each type of asphalt material 1 per shipment -----

702.05 Antistrip As specified As applicable 1 per shipment -----

706 Concrete and Plastic Pipe As specified As applicable 1 per shipment -----

707 Metal Pipe As specified As applicable 1 per shipment ----- 708 Plastic Pipe As specified As applicable 1 per shipment -----

709 Reinforcing and Prestressing Steel As specified As applicable 1 per shipment

For 709.01 submit 3, 1-yard (1-meter) bars of each size and grade of bar furnished.

709.02 submit 1 6-foot (2-meter) length for each size furnished

710 Fence and Guardrail As specified As applicable 1 per shipment -----

Concrete Curing

Material and Admixtures

As specified As applicable 1 per material source per material type

712 Joint Material (all) As specified As applicable 1 per shipment -----

Roadside

Improvement Materials (all)

As specified As applicable 1 per shipment -----

714 Geosynthetic Material (all) As specified As applicable 1 per shipment 1 per project per type 715 Piling As specified As applicable 1 per shipment -----

716 Material for Timber Structures Timber and Hardware As applicable 1 per shipment -----

717 Structural Metal As specified As applicable 1 per shipment

717.01(e) minimum

6 per shipment for each size used.

717.10 1 per project

Traffic Signing and Marking Material

(all) As specified As applicable 1 per shipment -----

719 Paint As specified As applicable 1 per batch\lot

1 sample for quantities

> 25 gallons (100L)

720 Structural Wall and Stabilized As specified As applicable 1 per shipment per material type -----

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Monterey Bay Sanctuary Scenic Trail

Section 107. - LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

107.01 Laws to be Observed. Add the following:

Section 401 and 404 of the Clean Water Act.

Comply with the terms and conditions of any permits that are issued for the performance of work within the jurisdictional waters of the U.S., including Section 404 permits and Section 401 water quality certifications. See the Appendix for permits.

Section 402 of the Clean Water Act.

Comply with the terms and conditions of any permits that are issued for the performance of work, including Section 402 permits for Construction, Municipal Separate Storm Sewer Systems, Industrial, and Chemical applications in accordance with the National Pollutant Discharge Elimination System.

Prepare a Stormwater Pollution Prevention Plan (SWPPP) according to Section 157.

National Pollutant Discharge Elimination System (NPDES) in California

Comply with the requirements of the 2022 California Construction General Permit (CGP) as amended Sept 1, 2023. A copy of the permit is located at:

https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction/general_permit_reissu ance.html

This permit was implemented on 09-01-2023.

(a) General. Designate and submit qualifications for the Stormwater Team members who will be responsible for implementing the SWPPP according to qualifications requirements below and in 157.03.

Team Members include:

(1) Erosion Control Supervisor that will be on-site during working hours. Cannot be the Contractor Superintendent

(2) Qualified SWPPP Developer (QSD), certified by the State of California, to update and certify amendments and revisions to SWPPP during construction.

Section Description Material Material Property Or Specification

Frequency Certification Sample

Embankment Material (all)

Electrical and Illumination Material (all)

As specified As applicable 1 per shipment per material type -----

722 Anchor Material As specified As applicable 1 per shipment per material type -----

725 Miscellaneous materials As specified As applicable 1 per shipment per material type -----

Amendment A004 Dated 3/14/2024 https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction/general_permit_reissuance.html https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction/general_permit_reissuance.html

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(3) Qualified SWPPP Practitioner (QSP), certified by the State of California, to conduct Rain Event

Action Plans development and to review on-site inspections if using trained personnel that are not certified for routine inspections.

(4) Qualified Stormwater inspector if not included in personnel above.

Register at least one person on the project with the Stormwater Multiple Application and Report Tracking System (SMARTS). Provide the registered person’s username information to the CO for designation as a data submitter for the project in the SMARTS system. Additional data submitters, such as laboratories, may also be provided to the CO. Submit the required Ad Hoc reports into SMARTS during construction at least once per month when there have been rain events. Enter data into the Annual Reports and submit to the CO for certification by August 15 of each year and at final acceptance of the project.

Obtain a separate NPDES permit associated with industrial activity for any mobile asphalt and concrete plants that provide material for the project. Provide a copy of the permit and acknowledgement letter to the CO for their records.

(b) Preparation of SWPPP. The Government has prepared a preliminary SWPPP for the project and determined the project is Risk Level 2. Project QSD to update the preliminary SWPPP and site plans for the project or develop a new SWPPP and provide to the CO for review. When the SWPPP is approved and signed by the CO, QSD, and Contractor, it will be the document in force on the project. Provide an electronic copy of the approved SWPPP to the CO for inclusion in permit registration documents.

Implement the SWPPP as required throughout the construction period.

Retain the QSD for the duration of the project to write and approve amendments to the SWPPP. The QSD may modify the erosion and sediment control details and layout sheets included in the plans, as necessary, to address project site conditions and proposed construction operations. Submit changes to CO for approval and include the changes in the SWPPP.

(c) Permit Registration Documents. The Government will file these documents upon receipt of the approved SWPPP. Allow 14 calendar days for submittal and approval by the State Water Board. Post a copy of the NOI acknowledgement at the construction site bulletin board for the duration of the project.

Do not perform any ground disturbing activities including clearing, grubbing, or earthwork until an acknowledgement letter is received from the State Water Board and the SWPPP has been approved and implemented. Submit the appropriate permit fees and renewal fees required for both the Contractor and Government to the regulatory agency.

(d) Inspections and Revisions to the SWPPP. Conduct inspections according to the CGP. Document the inspections on forms provided in the SWPPP. Retain inspection forms onsite in the SWPPP notebook throughout the construction period. Submit monitoring reports in the SMARTS system when required by the CGP.

Revisions to the SWPPP by a QSD may be necessary during construction to make improvements or to respond to unforeseen conditions noted during construction or site inspections. For that purpose, specify in the SWPPP the mechanism whereby revisions may be proposed by the Contractor or the CO and incorporated into the plan, including review and approval of minor changes. Jointly approve and sign each revision to the SWPPP before implementation. Begin implementation of approved modifications within 72 hours following the inspection when deficiencies or necessary corrections were first noted.

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Monterey Bay Sanctuary Scenic Trail Place the SWPPP and all updates in a three-ring binder so that completed inspection forms and other records may be inserted. Maintain a current copy of the SWPPP, including a copy of the permit, NOI, Waste Discharge Identification (WDID), and all associated records and forms at the job site throughout the duration of the project. Make the SWPPP available for public inspection and for use by the CO.

At the completion of the project, provide the CO with the complete SWPPP, including inspection forms, logs, monitoring reports, and any other information added during the project.

California Fish and Game Code Section 1602

Comply with the terms and conditions of the Streambed Alteration Agreement issued for the performance of work within Streams under Section 1602 of the California Fish and Game Code.

Santa Cruz County Encroachment Permit

Comply with the terms and conditions of the Santa Cruz County Encroachment Permit No. 23-069 located in the Appendix. The contractor is required to apply for and obtain the Santa Cruise County Double Permit prior to starting work.

Option X (if awarded), Option Y (if awarded) - CALTRANS Storm Water Data Report (SWDR)

If Option X and/or Option Y are awarded, comply with the requirements of CALTRANS SWDR permits shown in the Appendix.

Caltrans Encroachment Permit(s)

For Schedule A, Option X (if awarded) and Option Y (if awarded) comply with the conditions of the Caltrans Encroachment Permit No. 0523-NOP-0735 located in the Appendix. The contractor is required to apply for and obtain the CALTRANS Scope Change Rider under the parent permit prior to starting work. The contractor is responsible for any fees and costs associated with this permit. The Contractor’s permit application must state the parent Permit Number above. The submittal for the permit may be sent to:

Ian Nguyen ian.nguyen@dot.ca.gov

(831) 427-4706 Caltrans District 5 Encroachment Permits Office 50 Higuera Street San Luis Obispo, CA 93401

Fees and service charges are anticipated for the each of the following utilities:

Davenport Restroom Utility Services Permits: If Option X is awarded, provide utility service connections through the utility agencies shown in Table 107-1. Obtain all service connections and address all connection fees to provide a complete and functioning restroom facility including the associated sewer lift station with full electrical, water, and sewer service connections for the new restroom facilities shown in the Davenport parking lot. Transfer ownership and responsibility of monthly service fees for these services to the County of Santa Cruz, Department of Public Works upon completion of the project.

mailto:ian.nguyen@dot.ca.gov

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PG&E: New 120/240 Single Phase Electrical Service for restroom and sewage lift station. The anticipated power supply location is shown in the project plans as an overhead power pole located northeast of the Davenport Parking Lot, just east of Highway 1 sidewalk.