Amendment 0008.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Design-Bid-Build, P409, Underw ater Launch Test Facility at Naval Support Activity Crane, IN

The purpose of this amendment is to provide the follow ing:

1. Responses to PPIs

2. Liquited Damages Amount per Phase

3. Five PDF attachments

SEE BLOCK 14 CONTINUATION PAGE

1. CONTRACT ID CODE PAGE OF PAGES

J 1 20

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 10-Jun-2020

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X N4008519R9186

X 9B. DATED (SEE ITEM 11)

11-Dec-2019

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer 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 you 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 APPROPRIATION DATA (If required)

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

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

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.

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

10-Jun-2020

CODE

NAVFAC MID ATLANTIC

ACQUISITION CORE

9324 VIRGINIA AVENUE

NORFOLK VA 23511-3095

N40085 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N4008519R9186

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

BLOCK 14 CONTINUATION PAGE

1. The purpose of this amendment is as follows:

a. Provide responses to PPIs

b. Provide Phased Liquidated Damages amount

c. Five PDF attachments associated with this amendment

a. Responses to PPIs:

PPI

Date Submitted

LEAVE

BLANK

Reference Response

Page

Section Paragraph Question

1 05/22/20 18 of 105 4. Proposal Requirements Due to the COVID issue, will electronic submission of bids be considered?

Yes.

2 05/22/20 Attachement H - Price Proposal Form

Will Attachement H be revised to reflect the new bid items?

A revised Bid Schedule was included in Amendment 0007.

3 05/22/20 4. Pre-Proposal Conference and Site Visit

Will there be another prebid site visit allowed?

No.

4 05/22/20 4 01 11 00 3. a) This section states Duke Energy will complete the extension prior to site construction award.

Drawing UTF-C-103 (Sheet 57 of 742) Phasing Plan Note 1 states Contractor must share access with Duke Energy from Award to September 15,2020.

Please clarify and provide the anticipated award date for this contract.

The anticipated award date is September 15, 2020.

Duke energy will complete the extension infrastructure prior to award.

5 05/26/20 6 of 105 RFP 00100- Bidding

Schedule/Inst ructions

1.2.2a Notice to Proceed.

In the documents for the Non Pricing Proposal that we submitted last 02/05/2020, under Section 00100- Bidding Schedule/Instruction to bidders, under Par. 1.2.2 a construction starting date of June 2020 was given with an equipment outfitting date of Sept. 2021.

Question: For scheduling purpose and in order to figure out winter related costs, can you pleaser give us the following expected dates:

a) Award date.

b) NTP date.

c) Constructio n starting date.

d) Completion date.

a) Award date scheduled September 15, 2020.

b) NTP date scheduled September 15, 2020.

c) Construction Start date scheduled September 15, 2020.

d) Construction Completion date tentatively scheduled June 2022.

6 05/26/20 1442-101 SF1442 Item 11 Is the period of Performance still 548 days as per

Period of performance is from award to BOD.

previous documents?

Currently this is 654 calendar days.

7 05/26/20 3-10 of 66 of ADD 7

3 Bid Schedule

Please provide a revised Attachment H Price Proposal Form (Word version).

See Amendment 0007, provided in PDF format only.

8 05/26/20 19 of 105 of RFP

4 4.3 Please confirm that the cutoff for questions is 14 days prior to bid date.

Yes; 2pm EST

9JUN2020.

9 05/26/20 7 of 64 Addendum 7 Addendum 007 page 7 of 64 CLIN 0002 (Option 1) BASE PRICE Add-on for Early Completion and page 8 of 64 Sect.

1.2 General Bid

Notes, Par. 1.2.b and 1.2.c Options: “ The Government reserves the right to award options to the Contractor at the proposed price within 365 days after the contract award.

Questions: a) Please refer to question 1) above about Award date, NTP date, Start of Construction date, Completion date.

b) It is written: “ If options are exercised, the contract completion date remains the same after award of the contract.” Does this means that the project may be for example 250 days in the working, the Government decide to proceed with the Option on day 250 and the Contractor has to perform the Option in the

a) See PPI 5. b) Yes.

remaining allocated time but the Completion date remains the same?

Please clarify.

10 05/26/20 6 01 45 00.00

1.5.5 Please confirm that

the assistant QC manager does not need the qualifications listed in 1.5.1.2. Please confirm that the presense of an assitant QC manager onsite for 2nd, 3rd or weekend shifts is sufficient and that a QC manager is not required to be present during these supplemental work shifts.

The Assistant QC Manager must have the qualifications as outlined in Paragraph 1.5.5

The Assistant QC Manager is sufficient for the supplemental shifts

11 05/26/20 7 01 45.00 20 1.5.9 Can the Submittal Reviewer have additional duties, or is this a dedicated position?

A Submittal Reviewer can have other duties.

12 05/26/20 123, UTF-

C-503

A3 The details of the crane pad detail shows the bottom of the INDOT No. 53 base is to be placed on shale/sandstone.

Boring 09 shows sandstone at 709, but coal at 708, then sandstone again at

707.5. Boring 10

has sandstone called out at 714, then sand, then coal then sandstone again at 710.5.

Boring 11 has cemented sand at 715.5, then coal then sandston at

711.5. Please

confirm if the goal of the excavation of the existing soil is to excavate below the coal seam present at these elevations?

Therefore having a bottom of excavation between 707.5-711? Or can the sandstone that is present above the coal seam deemed sufficient?

Assume a bottom of excavation between

707.5 and 711

13 05/26/20 01 45 00.00

1.5.4 Does the Alternate

QC manager have to be separate from the Project manager/Superinten dent (ie, not be subordinate to the operations management)?

Yes

14 05/26/20 11 31 56 00 2.1.3.1 The section gives a minimum mixing time of 10 minutes for the bentonite slurry as well as mixing until the slurry achieves the proper blending.

Mixing time varies quite a bit depending on the equipment and proper blending can be achieved much faster than 10 minutes. Can the time limit be removed and have it be determined based on the equipment being utilized and the ablility to demonstrate that the bentonite is properly blended by testing the slurry properites?

Removing the time limit is acceptable.

Paragraph 4 of Section 2.1.3.1 will be reworded to the following: The slurry shall be in the mixer and mixed, as required, to achieve proper blending of slurry for the type of slurry and equipment being used that is in conformance with the manufacturer's mixing recommendations.

15 05/26/20 20 31 00 00 3.5.2 Does the Geotechnical Engineer referenced in this section have to be a third party, or can they be an employee of the Contractor?

The professional geotechnical engineer does not have to be a third party.

16 05/26/20 8 33 82 00 1.6.2.2 This section references submitting key personnel qualifications with the proposal, this requirement is not required in the solicitation. Please confirm we are not required to submit key personnel qualifications for any position in the project with our pricing proposal.

Qualifications must be submitted for approval within 3 months after award

17 05/26/20 General There are significant changes to the schedule and project documents from the 95% to the 100% that will affect project approach.

Statements made in the previously submitted technical proposals may not be valid or may need to be adjusted.

Are we to rewrite and resubmit our technical proposal based on the 100% project documents?

Please provide details on what is expected for updated technical proposal information, if anything is required.

If a full resubmittal of the technical proposal is required, we would request a bid extension of 3 weeks be provided to make the necessary changes.

a) This will be addressed in upcoming amendment. b) No bid extension allowed.

18 05/26/20 PPI

Response

Please confirm milestones that determine liquidated damages will be based on specification section 01 11 00, section 1.1.1.3? Are liquidated damages $40,000 for each item listed in this section, or does the value vary depending on the item? If multiple milestones are missed, will LD's be applied concurrently based on each items milestone, or will it be one charge of $40,000 per day

This will be addressed in upcoming amendment.

until all milestones are met?

19 05/26/20 Special Inspection Schedule

Please confirm that the Slurry Wall and Rock Anchors activities do not require special inspections.

The slurry wall and rock anchor activities do not require any special inspections above those listed in the appropriate "Slurry Wall" and "Rock Anchors" Specifications.

20 05/26/20 PPI

Response

This question was meant to cover anchor proof and performance testing, not water tightness testing. If a proof or performance test doesn’t meet the required testing results, but all of the installation methods were performed correctly, it would be clear that the rock properties were not what was expected by the designer. Since the anchor bond stresses are not contractor designed, would the removal and replacement of the anchor be compensated for with both monetary and time adjustments?

If a performance test anchor doesn't meet the required testing results and all installation methods were deemed to be performed successfully, replacement rock anchors and extensions of other rock anchors in that horizontal row will be reimbursed by the government at an equitable adjustment cost.

21 05/26/20 CLIN 001L

- 001N

What will the schedule extension be for each occurrence associated with these line items?

No schedule extention is associated with the

CLINS.

22 05/26/20 16 31 68 13 3.3.1 The section references that "after the anchor grout has reached sufficient strength in accordance with the specified strength".

What is the required anchor grout strength for the final condition, what is the required grout strength for stressing to be performed?

The minimum compressive strength of the cement grout for rock anchors at the time of stressing and the final condition shall be 5,000 psi.

The strength shall be verified with two-inch cubes, molded, cured, and tested in accordance with

ASTM C109/C109M.

The water-cement ratio shall not exceed 0.45 by weight. The contractor is responsible for taking, curing, and breaking of grout test cubes.

23 05/26/20 General During the mass excavation of the launch pit and the installation of the base slab, at what flow rate should the contractor assume ground water will enter the excavation from the below the tips of the Slurry Wall and from below the excavation?

Please refer to the Geotechnical Design Report for the groundwater investigation that was performed and the results. Use this information to make your assumptions on the groundwater flow rate. Sump pits and pumps must be installed for dewatering as needed.

24 05/26/20 Dwg No.

UTF-C-001

Sheet 51 of 704

Grading Note

Note refers to an On-Base Location to Dispose of 12,000cy of Excess Cut Material. Can this site be used as a Borrow location, with the understanding that all borrow quantity will be replaced during the project?

No.

25 05/26/20 Dwg No.

LPC-S-501

Sheet 177 of 704

Note 2 Note 2 states 6" waterstop is required @ walls immediately surrounding the Launch Pit. Will the construction joints in the Crossflow Pit Walls require the 6" waterstop?

The Crossflow Pit walls do not require a 6" waterstop.

However, a Polychloroprene Joint Membrane as shown in Section C1 "Typical Wall Joint" shall be provided at the Crossflow Pit wall joints (and Ramp walls). PDF provided with Amendment 0008

26 05/26/20 Dwg No.

UTF-C-204

Sheet 177 of 704

Note 2 Please provide a SD Profile from Inlet #2A to Inlet #2B

Requested profile provided as an attachment

27 05/26/20 Solicitation 52.211-10 This section references the project must be complete withing 548 calendar days.

Please confirm that this is now extended to 654 days as referenced in the phasing drawing

UTF-C-103 (21

months and 15 days).

Confirmed.

28 05/26/20 UTF-C-001 Note 29 This note references that vehicle wash areas are not permitted onsite. Spec section 31 56 00, section 1.4.1.1 states that we must have locations dedicated to truck cleaning. Will the truck cleaning stations have to be set up offsite?

29.

CLEANING/WASHO

UT OF CONCRETE

DELIVERY

VEHICLES SHALL

BE LIMITED TO

CLEANING THE

CHUTES WITH AS

LITTLE WATER AS

POSSIBLE. THE

WATER SHALL

DISCHARGED INTO

ONE OF THE

FOLLOWING:

FOR CONCRETE

DELIVERIES

EXCEEDING 30 CY

OVER A 1 WEEK

PERIOD PROVIDE:

1. A PORTABLE,

SELF-CONTAINED

AND WATERTIGHT

ROLL-OFF METAL

BIN/CONTAINER

THAT IS

DELIVERED AND

COLLECTED BY A

FIRM THAT

SPECIALIZES IN

CONCRETE

WASHOUT

CONTAINERS AND

RECYCLING.

FOR PERIODIC

CONCRETE

DELIVERIES LESS

THAN 30 CY OVER

A 1 WEEK PERIOD

THE FOLLOWING

WASH-OUT

CONTAINER IS

ACCEPTABLE:

1. A HEAVY-DUTY,

WOVEN

POLYPROPYLENE

OUTER BAG WITH

6-MM

CORRUGATED

PLASTIC INNER

WALLS OR A 6-MM

POLYETHYLENE

LINER.

2. A WATER

RESISTANT

CORRUGATED

BOX AND A 6-MM

POLY LINER.

3. A REINFORCED

PVC, UV AND

WEATHER

RESISTANT

FORMED

STRUCTURE.

THE WASHOUT

STRUCTURE

SHALL BE

LOCATED SO THAT

IF ANY SPILLAGE

OCCURRED IT

WOULD DRAIN TO

THE NORTH, INTO

DETENTION BASIN

A AND NOT TO

THE SOUTH

TOWARDS

GREENWOOD

LAKE. IT SHALL BE

PLACED AND

SECURED IN A

LEVEL AREA AWAY

FROM ANY STORM

DRAINS AND

WATERCOURSES.

THE WASHOUT

STRUCTURE

SHALL BE STURDY

ENOUGH FOR

PICK-UP AND

REMOVAL ONCE

THE CONCRETE

HAS HARDENED.

ONCE THE

CONCRETE HAS

HARDENED, ANY

REMAINING

WATER SHALL BE

PUMPED FROM

THE WASHOUT

AND DISPOSED OF

AT A FACILITY

PERMITTED TO

RECEIVE LIQUID

WASTE. THE

SOLID CONCRETE

RESIDUE SHALL

BE REMOVED

FROM THE SITE

AND DISPOSED OF

IN ACCORDANCE

WITH LOCAL

REGULATIONS.

UNDER NO

CIRCUMSTANCES

SHALL THE DRUM

OF THE TRUCK BE

EMPTIED OF

EXCESS

CONCRETE

AND/OR WASHED-

OUT ON SITE.

SIMILAR

PROCEDURES

SHALL BE

ADHERED TO FOR

WASHOUT OF

PORTABLE

CEMENT AND

CONCRETE

MIXERS. SUBMIT

SHOP DRAWINGS

OF THE

PROPOSED

WASHOUT

CONTAINER AND

LOCATION FOR

APPROVAL PRIOR

TO ANY

CONCRETE

DELIVERY.

FOR SLURRY

WALL

CONSTRUCTION

PROVIDE AN

INSTALLATION

PLAN IN

ACCORDANCE

WITH

SPECIFICATION

SECTION 31 56 00,

PARAGRAPH 1.4.1.

ALL OPERATIONS

SHALL BE

POSITIONED SO

THAT IS A ANY

SPILLAGE

OCCURRED IT

WOULD DRAIN TO

THE NORTH, INTO

DETENTION BASIN

A AND NOT TO

THE SOUTH

TOWARDS

GREENWOOD

LAKE.

29 05/26/20 UTF-C-001 Note 32 This note references the access to the equipment pad and relocated Hwy 486 must be completed in 7 months.

Drawing UTF-C- 103, Phasing plan Note No. 3 states it needs to be completed within 10 months. Please verify the completion date for these activities.

Note 32 will be revised to indicate 10 months

30 05/26/20 UTF-C-103 Note 1 Note 1 references a September 15, 2020 Award date. The original solicitation states up to 120 days to award the project. Please confirm the anticipated award

a) Award date is tentatively scheduled September 15, 2020.

b) Yes.

date for the project.

Please confirm construction is still expected to start within 15 days as stated in the original solicitation.

31 05/26/20 Technical Proposal

If subcontractor qualifications were used during the technical proposal and alternate subcontractors are selected during the pricing phase. Will the technical scores be reevaluated based on the new subcontractor or will the scores remain the same?

Factor 1 will be addressed in an upcoming amendment.

32 05/26/20 4 31 68 13 1.3.3.1 This section references that the bearing plate should be designed by the contractor. Drawing LPS-S-128 has a detailed anchor bearing plate that appears to already be designed.

Please confirm if the bearing plate installed matches the drawings the the Contractor is not required to provide a design.

The bearing plate (3 1/2" x 18" square, ASTM A572, Grade

50) shown on LPS- S-128 provides a minimum size for the bearing plate.

Marrying the proprietary rock anchor system to the base plate to affect load transfer and sealing is the responsibility of the Contractor. Details shall be shown on shop drawings and submitted for approval.

33 05/29/20 1 01 91 00.15

1.1 This states that the

govenerment will employ the services of an independent, Commissioing Firm as the Commissioning Authority. Spec section 01 45 00.00 20 paragraph

1.5.2.1 states that the commissioning authority will be provided by the Contractor and will

The Government will employ the Commissioning Authority. Spec Section 01 45 00.00 20 will be revised per the attached.

PDF document provided with Amendment 0008 be subordinate to the QC Manager.

Please confirm if the Contractor is responsible for this person, or if the Govnerment will provide this service.

34 05/29/20 649 WTB-D-306 When do the piping and sump pumps have to be installed within the launch pit? Do they just need to be installed prior to phase 6 detailed on sheet 57 (CA + 21 months 15 days)?

They need to be installed in time for commissioning prior to Phase 6

35 05/29/20 20 01 57 19 3.4.1 This clause states that we must provide notice to the Air Program Manager 6 months prior to bringing equipment onsite.

This does not fit with the required phasing/schedule presented in the documents. Please confirm that this is not a requirement for the project. If it is to be followed, please provide updated phasing durations that reflect this requirement.

Nothing is needed for air compliance regarding the operation of earth moving and construction equipment including portable generators owned and operated by the contractor.

See attached PDF document edit to Spec 01 57 19, paragraph 3.4.1

36 05/29/20 15 31 56 00 3.4.3 Please confirm it will be accepted for panels excavation to be stopped prior to the final depth being reached and left open over the weekend, if weekend shifts are not utilized. As long as slurry monitoring is in place.

This question is addressed in paragraph four of

3.4.3. "Excavated panels or part of panels that are not completed that must be left open during the weekends or extended shut-down time, will be required to have periodic slurry monitoring initiated prior to the weekend or extended shut-down time to monitor potential slurry loss."

It is acceptable as long as slurry monitoring is in place.

37 05/29/20 LPS-S-101 Excavation Note #3

This note states that “The maximum excavation depth below the final row (Row 8) of horizontal rock anchors shall be 8 feet to Elev.

582.00. The bottom

of the Launch Pit base slab is at Elev.

588.00. Please

confirm that the contractor only is required to excavate to El. 588.00 and not to El. 582.00.

"The maximum excavation depth below the final row (row 8) of horizontal rock anchors shall be 8 feet to Elevation 582.00" was based on temporary construction analysis for the slurry wall and rock anchors and does not indicate a required excavation depth. It provides a factor of safety on any possible over excavation that may occur.

38 05/29/20 10 31 56 00 2.1.1 Typical Slurry Wall concrete mixes do not have a required air content, can the requirement of 4% plus/minus 1.5% be removed?

During the life of this facility, the concrete slurry walls will subjected to alternating periods of submergence and freeze-thaw cycles.

The requirement will stay in the specifications.

39 05/29/20 03 30 00 2.3.1.3.b This section requires that cementitious material has a minimum of 35% flyash content for concrete mixes.

This contradicts the requirement in 31 56 00 which limits fly ash content to 10-15%. Please confirm the minimum 35% flyash content is to be used for the slurry wall concrete.

For slurry walls, the fly ash requirement of 31 56 00 takes precedence over the fly ash requirements of Paragraph 2.3.1.3.b of 03 30

00. In 31 56 00, the maximum fly requirement of 15% will be revised to 25% for slurry walls.

40 05/29/20 03 30 00 2.3.1.4 There is no slag content requirements listed in Section 31 56 00

– 2.1.1 of the Slurry Wall specification. Plea se confirm that the concrete mix design for the Slurry Wall concrete will require both slag and flyash components, and the 25% minimum slag content listed in Section 03 30 00-

2.3.1.4 will be required for the slurry wall concrete.

The slag cement requirement listed in Section 03 30 00 -

2.3.1.4 does not apply to the slurry wall concrete mix design.

41 05/30/20 18 of 105 4.2 Proposal Submission Instructions

4.2.3 Due to the

Coronavirus situation, can proposals be emailed or uploaded to a secure file transfer site (and followed up by hardcopy) to ensure timely delivery of our proposal?

Proposal Delivery Instructions will be provided in a future email.

42 05/30/20 Amendme nt 7

Please consider extending the bid date by 4 weeks to ensure adequate response time for our subcontractors.

No.

b. Phased Liquidated Damages amounts

In addition to 52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000) of Solicitation N4008519R9186, dated 11Dec19, the contractors are advised that LD’s will be assessed on a per calendar day basis, in the amounts shown below for the phases indicated in the plans and specs. Please refer to Sheet 57 of 742, Drawing UTF-C-103, Phasing Plan Notes 3, 4, 5, and 6.

Phasing Plan Notes 3- $30k per cal day Phasing Plan Notes 4- $25k per cal day Phasing Plan Notes 5- $20k per cal day Phasing Plan Notes 6- $20k per cal day

Attached PDF document labeled ‘UTF-C-103 Phasing Plan’ is associated with this amendment.

c. The following PDF attachments are associated with this amendment.

PPI 25 attachment_BLDG3680-1629197-1629197-UFC-C-201-2A-2B PPI 33 attachment_2020-06-04, Spec 01 45 00.0020 edits

PPI 33 attachment_2020-06-04, Spec 01 45 00.0020 edits_rev1 PPI 35 attachment_01 57 19 Edits.

(End of Summary of Changes)