AMD 0005 21R1334.pdf

972483

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

N62742-21-R-1334, Amendment 0005

See Next Page

1. CONTRACT ID CODE PAGE OF PAGES

1 5

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

16C. DATE SIGNED

BY 04-Mar-2021

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 N6274221R1334

X 9B. DATED (SEE ITEM 11)

17-Dec-2020

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 1 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

04-Mar-2021

CODE

HAND DELIVER

NAVFAC PACIFIC

CONSTRUCTION CONTRACTS BR (ACQ33)

4256 RADFORD DR, BLDG 62

HONOLULU HI 96818-3296

N62742 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

J-023 BACHELOR OFFICER QUARTERS-A WON 972483

US NAVSUPPACT MCB, GUAM

AMENDMENT No. 0005

SF 30 BLOCK 14 CONTINUATION PAGE

This amendment is issued to revise the following:

1. Amendment 0004 is amended as follows:

a. Item 15.a is deleted in its entirety and replaced with “Not Used.” Paragraph 1.5, References, Institute of Electrical and Electronic Engineers (IEEE), International Code Council (ICC), ICC IBC (2015) International Building Code remains in effect.

b. Item 16 is deleted in its entirety and replaced with “Not Used.” Item 16 is a duplicate of Item 15.b.

2. SF1442 is deleted in its entirety and replaced with the attached SF1442-Rev 1 dated 04 MAR 2021.

3. Document 00600, paragraph 1.13, DFARS 252.236-7010, Overseas Military Construction –Preference for United States Firms (JAN 1997) is deleted in its entirety from the Table of Contents and within Document 00600 and replaced with 1.13, NOT USED.

4. Document 00700, paragraph 1.28, FAR 52.211-10, Commencement, Prosecution, and Completion of Work (APR 1984), subparagraph (c), is deleted in its entirety and replaced with the following. All other term of paragraph 1.28 remain unchanged.

(c) Complete the entire work ready for use not later than 970 calendar days after notice to proceed.

5. Section 01 45 00.00 20 is deleted in its entirety and replaced with the attached Section 01 45 00.00 20, Amendment 0005. Forms at the end of the original Section 01 45 00.00 20 remain unchanged.

6. Section 03 30 00, paragraph 2.3.1, is amended to add the following:

The use of supplementary cementitious material and admixtures such as fly ash, slag cement, and other supplementary cementitious materials are at the Contractor’s discretion. Material used shall meet all performance requirements as stated in the drawings and specifications.

7. Section 07 24 00, paragraph 1.2, 1st sentence is deleted in its entirety and replaced with the following:

Exterior Finish System (EFS) must be a job-fabricated, exterior wall covering consisting of leveler coat, reinforcing fabric, base coat, finish coat, as applicable.

8. Section 08 14 00, paragraph 2.1.3, 1st sentence is deleted in its entirety and replaced with the following:

Provide hardboard grade flush doors conforming to ANSI/WDMA I.S.1A, louvered doors standard grade, conforming to ANSI/WDMA I.S.6A with 38mm thickness.

9. Section 08 71 00 Door Hardware, Hardware Sets are revised with the following:

Set: 1.0

2 Continuous Hinge (Grade 1) PE

2 Shim Kit 541 SA

1 Concealed Vert Rod Exit, Exit Only 55 AD8410 EO US32D SA

1 Concealed Vert Rod Exit, Nightlatch 55 56 64 AD8410 106 x 862 US32D SA

1 Core (LFIC 6Pin) 6300 US15 SA

2 Surface Closer (CO2021) UNI7500 600 689 NO

1 Threshold (A156.21) BY DOOR SUPPLIER OT

1 Rain Guard (A156.22) 346C WIDTH PE

1 Gasketing (A156.22) BY DOOR SUPPLIER OT

2 Sweep (with rain guard) (A156.22) 345AV WIDTH PE

2 Astragal (split) BY DOOR SUPPLIER OT

2 ElectroLynx Harness (in door) QC-CXXX LENGTH MK

2 ElectroLynx Harness (in frame) QC-C1500P MK

1 Card Reader BY ACCESS CONTROL SUPPLIER OT

2 Position Switch MSS-1C SU

1 Power Supply AQD4 SU

Notes: Description of operation:

- Opening always closed and secure.

- Entry by presenting authorized card at card reader, or mechanical key override.

- Free exit at all times.

- REX in device monitors exit.

- Upon power failure, entry by key and free exit.

Set: 2.0

2 Continuous Hinge (Grade 1) CFMHD1 HEIGHT PE

1 Concealed Vert Rod Exit, Nightlatch (Type 6-03)

64 AD8410 106 x 862 US32D SA

2 Shim Kit 541 SA

1 Concealed Vert Rod Exit, Exit Only AD8410 EO US32D SA

1 Core (LFIC 6Pin) 6300 US15 SA

2 Surface Closer (CO2021) UNI7500 600 689 NO

1 Gasketing (A156.22) BY DOOR SUPPLIER OT

2 Sweep (A156.22) 18061CNB WIDTH PE

2 Astragal (split) BY DOOR SUPPLIER OT

Notes: - Hex key dogging.

10. Section 10 26 00 is deleted in its entirety and replaced with the attached Section 10 26 00, Amendment 0005.

11. Section 10 71 13.13 is amended as follows:

a. Paragraph 1.5 is deleted in its entirety and replaced with the following:

Storm Shutters shall have been tested, rated, and factory marked for the positive and negative wind pressures as indicated or as calculated in accordance with ASCE 7 for the windspeed, exposure, and importance factor for this project and ICC IBC. Storm Shutters must be tested per ASTM E1886 & E1996. Design storm shutter components, including frame, hardware, and anchors to withstand an allowable wind-loading design pressure of

a. Risk Category II (standard occupancy)

b. Wind Speed (3-second gust) = 314 km/h

c. Exposure Category C

d. Topographic Factor, Kzt = 1.0

b. Paragraph 2.2.1.4 is deleted in its entirety and replaced with the following:

Provide storm bar assembly of purlins, header frames and mullion of aluminum tube extrusion, 6063-T5, as calculated in accordance with ASCE 7 for the windspeed, exposure, and importance factor for this project and ICC IBC. Refer to paragraph 1.5 for storm shutter design requirement. Finish shall be the same as the frame and tracks.

12. Section 33 11 00 is deleted in its entirety and replaced with the attached Section 33 11 00, Amendment 0005.

13. Section 33 52 10, paragraph 3.3.1 is deleted in its entirety and replaced with the following:

System commissioning must conform to Section 33 08 55 Commissioning of Fuel Facility Systems.

14. Revised Drawings: The following previously issued drawings. These revised drawings supersede the previously issued drawings:

NO.

SHEET

NO.

NAVFAC

NO.

DESCRIPTION

1 S-128 17255317 Revised Conc. Details

2 S-403 17255343 Revised Conc. Details

3 S-406 17255346 Revised Conc. Details

4 A-114 17255356 Entry Awning Extended 457mm

5 Not Used

6 A-204 17255379 SST Downspout Changed to PVC

7 A-222 17255381 Added Side Rail Note

8 A-312 17255385 Entry Awning Extended 457mm

9 A-401 17255391 Linen Dim Added

10 A-402 17255392 Linen Dim Added

11 A-403 17255393 Door Removed from Linen Cab

12 A-501 17255399 Door Updated to Generic

13 A-503 17255401 Tube Steel, Conc Sill, Note Add

14 A-511 17255404 SST Downspout Changed to PVC

15 A-513 17255406 BOQ-B Ref Marked Thru

16 A-532 17255412 Vinyl Corner Bead Detail

17 A-533 17255413 Door Removed from Linen Cab

18 A-542 17255416 Layer of GYP Removed

19 A-601 17255418 Sill Detail Edit and Finish Edit

20 A-605 17255420 Acoustical Note Edit

21 A-611 17255421 Storm Shutter Notes/Graphics

22 A-631 17255423 Note Added/Edit

23 P-501 17255537 Revised Radon Details

24 ES101 17255556

Added Receptacle for AMI Water and Electric, Added Enlarged Plan, and Removed One Bollard Light Fixture

25 E-606 17255593 Revised AMI Meter Detail

26 E-608 17255595 Revised Water Meter Branch Circuit

27 T-100 17255605 ICS Redesign

28 T-114 17255605 ICS Redesign

29 T-116 17255607 ICS Redesign

30 T-125 17255611 ICS Redesign

31 T-301 17255616 ICS Redesign

32 T-401 17255619 ICS Redesign

33 T-503 17255626 ICS Redesign

34 T-602 17255630 ICS Redesign

35 TY114 17255639 ICS Redesign

36 TY125 17255645 ICS Redesign

15. All other terms and conditions remain unchanged.

End of Amendment

972483

RFP N62742-21-R-1334, WORK ORDER NUMBER 972483, J-023 BACHELOR OFFICER QUARTERS-A, US NAVSUPPACT MCB, GUAM

GENERAL DESCRIPTION: SEE SECTION 01 11 00, SUMMARY OF WORK, PARAGRAPH 1.1.1, Project Description.

THIS PROCUREMENT IS UNRESTRICTED. North American Industry Classification System (NAICS) Code 236116, New Multifamily Housing

Construction (except For-Sale Builders) - Average Annual Receipts for the Past 3 Years - $39.5M

ESTIMATED COST: BETWEEN $100,000,000 AND $150,000,000.

DPAS RATING: DO-C2

ENFORCEABILITY OF PROPOSAL: The proposal must set forth full, accurate and complete information as required by this solicitation. The Government will rely on such information in the award of a contract. The awardee’s proposal will be incorporated into the contract and all items proposed will become binding requirements of the contract. By submission of the offer, the offeror agrees that all items proposed (e.g., affiliates/subcontractors with teaming agreements, etc.) will be utilized for the duration of the contract and any substitutions must be equal or better and will require prior approval by the Contracting Officer.

NORINE E. HORIKAWA (808) 471-2235

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFOMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

17-DEC-2020

04-MAR-2021-REV 1

(RFP)

(IFB)

X

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

HAND DELIVER

NAVFAC PACIFIC

CONSTRUCTION CONTRACTS BR (ACQ33)

4256 RADFORD DR, BLDG 62

HONOLULU HI 96818-3296

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance within _______ 15 calendar days and complete it within ________ 970 calendar days after receiving award, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________Document 00700

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________ copies to perform the work required are due at the place specified in Item 8 by 2:00 p.m. HST local time See Doc 00100 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______ 150 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

NAVFAC PACIFIC

CONSTR CONTRACTS BRANCH (CODE ACQ33)

258 MAKALAPA DR STE 100

JBPHH HI 96860-3134

N62742

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

(hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX: TEL: TEL: FAX:

N6274221R1334 9

See Doc 00100

N62742

20B. SIGNATURE

(REV. 4-85) STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE PRICE PROPOSAL SCHEDULE

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE 27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO.

Office: Fax:

(Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your offer on this solicitation, is hereby accepted as to the items listed. This award con-to furnish and deliver all items or perform all work, requisitions identified summates the contract, which consists of (a) the Government solicitation and on this form and any continuation sheets for the consideration stated in this your offer, and (b) this contract award. No further contractual document is contract. The rights and obligations of the parties to this contract shall be necessary.

governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications or incorporated by refer-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(Must be fully completed by offeror) OFFER

DUNS NO.:

TIN NO.: CAGE CODE:

SOLICITATION, OFFER AND AWARD (SF 1442), CONTINUED

PRICE PROPOSAL SCHEDULE-REV 1

FOR

RFP NO. N62742-21-R-1334

J-023 BACHELOR OFFICER QUARTERS-A

US NAVSUPPACT MCB, GUAM

N62742-21-R-1334 SF1442 (continued)

ITEM

NO. DESCRIPTION QTY

UNIT OF

ISSUE

UNIT

PRICE AMOUNT

0001AA BASE ITEM: The basis for CLIN 0001AA is the price for all labor, material, and equipment for the entire work for WON 972483 complete and in accordance with the drawings and specifications, but not including any other CLIN/SLIN.

1 Lump Sum $__________________

0001AB MEC CLEARANCE

The basis for CLIN 0001AB is the price to perform full clearance ahead of construction for Munitions and Explosives of Concern (MEC)/Material Potentially Presenting an Explosive Hazard (MPPEH) for areas as shown on the attached maps, but not including any other CLIN/SLIN

420 CY $__________/CY $_________________

TOTAL CLIN 0001 $__________________

0002 PLANNED MODIFICATION:

FURNITURE, FIXTURES AND

EQUIPMENT (FF&E)

000201 Planned Modification: FF&E Govt Est Amt

$7,038,500.00

000202 Handling and Administrative Rate (HAR)

NTE 5% ___% $________

TOTAL CLIN 0002 $___________________

TOTAL EVALUATED PRICE (CLINS

0001 – 0002)

NOTES:

1. The Offeror SHALL include a price for all CLINs/SLINs. ALL OR NONE OFFERS - Offers are solicited on an “all or none” basis and FAR 52.215-1, INSTRUCTIONS TO OFFERORS-COMPETITIVE ACQUISITION in Document 00100, is hereby modified. Failure to submit offers for all line items listed shall be cause for rejection of the offer.

2. Multiple awards will not be made.

3. The total of CLINs 0001 and 0002, total evaluated price, will form the basis for the price evaluation.

4. The Government intends to award CLIN 0001 only. CLIN 0002 will be awarded as noted in paragraph 7 below.

5. For SLIN 0001AB: In the event there is a difference between a unit price and the extended total, the unit price will be held to be the intended offer and the total will be recomputed accordingly. In an offer provides a total but fails to enter a unit price, the total divided by the specified quantity will be held to be the intended unit price.

SOLICITATION, OFFER AND AWARD (SF 1442), CONTINUED

PRICE PROPOSAL SCHEDULE-REV 1

FOR

RFP NO. N62742-21-R-1334

J-023 BACHELOR OFFICER QUARTERS-A

US NAVSUPPACT MCB, GUAM

N62742-21-R-1334 SF1442 (continued)

6. For SLIN 000202: For evaluation purposes only, in the event of a discrepancy between the extended price for the HAR and the actual calculation of the HAR percentage proposed multiplied by the Government Estimated Amount, the Government will use the percentage proposed and will adjust your proposal accordingly.

7. The following notes apply to CLIN 0002 for Furniture, Fixtures and Equipment (FF&E):

a. Government Estimated Amount for FF&E. The Government Estimated Amount for FF&E, as shown above (CLIN 000201), includes the material cost, freight and installation charges. The Government Estimated Amount has been identified to provide Offerors with the projected magnitude of effort for FF&E. The total CLIN 0002 amount shall include all costs to procure, install and store the Furniture Fixtures and Equipment and includes the Prime Contractor’s proposed Handling and Administrative Rate (HAR).

b. Prime Contractor Handling and Administration Rate (HAR). Offerors may propose a HAR fee in CLIN 000202, up to but not to exceed 5%, for the handling and administration of the FF&E. This fee will account for all administrative costs;

overhead; bonding fees, if any; administration of subcontractors; profit; and any other costs associated with and related to the coordination and processing of the procurement and installation of the FF&E. The prime contractor’s proposed HAR mark-up will be applied to the Government Estimated Amount to derive a total proposed price for CLIN 0002.

c. The prime contractor’s HAR percentage rate will be incorporated into the contract as proposed and will not be adjusted regardless of fluctuations in the Government Estimated Amount. The HAR is a fixed percentage rate that will be utilized in calculating the final price for the planned modification. When the final FF&E package is priced, the contractor’s proposed HAR percentage rate, as incorporated into the contract, will be applied to the selected supplier/vendor’s quote to arrive at a total proposed price for final negotiation of the planned modification.

d. It is anticipated that a planned modification will be awarded at least six months prior to the completion of the work. The planned modification will be issued after receipt of appropriate funding. A minimum of six months is required for the contractor to purchase, deliver and install the FF&E without impacting the overall completion date of the project. No schedule extensions will be granted if the planned modification is awarded at least six months prior to the contract completion date. If the Government decides to negotiate and award the planned modification less than six months prior to the contract completion date, the contractor may be entitled to a contract extension.

8. DFARS 252.247-7023, TRANSPORTATION OF SUPPLIES BY SEA. Within 30 days of each shipment, the Contractor is required to provide an electronic copy of the carrier’s bill of lading to the Contracting Officer and to MARAD via email. MARAD email: mark.e.williams@dot.gov. In addition, the Contractor shall notify the Contracting Officer when oceanic shipments have been initiated within 3 working days of shipment.

CU101

BOQ A BLDG

UTILITY BLDG

SCALE:

J-023 UTILITY SITE PLAN 11:500

PAVILION

TRASH ENCLOSURE

AND RECYCLING

NOTES:

1. EXISTING SITE FEATURES ARE CONCEPTUAL. THE EXISTING SITE

FEATURES ARE BASED UPON THE FINAL DESIGN FOR PROJECT

J-001B.

2. VERIFY LOCATION AND INVERT OF EXISTING UTILITIES PRIOR TO

CONSTRUCTION.

3. UNLESS FEATURES ARE IDENTIFIED FOR REMOVAL, THE

FEATURES MUST REMAIN. PROTECT EXISTING FEATURES TO

REMAIN.

4. REFER TO PLUMBING, MECHICAL, AND FIRE PROTECTION

DRAWINGS FOR CONTINUATION.

5. REFER TO CU201 - CU202 FOR WATER PROFILES. ALL WATER

MAINS MUST HAVE A MINIMUM OF 750mm DEPTH OF COVER.

6. REFER TO CU203 FOR SANITARY SEWER PROFILES.

7. FOR UTILITIES NOT PROFILED, REFER TO CROSSING UTILITY

PROFILES FOR FOR SEPARATION AT CROSSING.

8. PROVIDE THRUST BLOCK AT VERTICAL AND HORIZONTAL BENDS

OF WATER LINES. REFER TO DETAIL 1/CU502.

9. REFER TO CU504 FOR PIPE BEDDING SECTION.

10. REFER TO CU603 FOR WATER APPURTENANCE SCHEDULE.

11. REFER TO CU604 FOR SANITARY SEWER STRUCTURE SCHEDULE.

12. REFER TO ES101 FOR ELECTRICAL SITE PLANS.

13. REFER TO T-100 FOR TELECOMMUNICATIONS SITE PLAN.

14. ALL PIPE SLOPES 0.004mm EXCEPT SERVICE LATERAL IS 0.01mm.

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN

IN CALLOUT/NOTES ARE IN METERS UNLESS

OTHERWISE NOTED.

SEE NOTE 12

SEE NOTE 13

PLAN

NORTH

PLAN

NORTH

SEE NOTE 4

SSWR

MH16

SSWR MH14

SSWR MH12

SSWR MH11

SSWR MH12

KEYNOTES:

1 PROVIDE 300mm FUSIBLE PVC C-900 DR 18 DOMESTIC WATER SERVICE LINE

2 PROVIDE 250mm FUSIBLE PVC C-900 DR 18 DOMESTIC WATER SERVICE LINE

3 PROVIDE 400mm FUSIBLE PVC C-900 DR 18 DOMESTIC WATER SERVICE LINE

4 PROVIDE 250mm X 200mm REDUCER

5 HOSE BIB

6 PROVIDE 40mm FUSIBLE PVC ASTM D-1785 SCH 40 DOMESTIC WATER

SERVICE LINE WITH WATER METER, SEE DETAIL C/CU502

7 PROVIDE 150mm FIRE WATER SERVICE LINE

8 PROVIDE FIRE HYDRANT ASSEMBLY, SEE DETAIL 4/CU504

9 PROVIDE POST INDICATOR VALVE, SEE DETAIL 5/CU503

10 FIRE DEPARTMENT CONNECTION, SEE DETAIL 1/CU504

11 PROVIDE 200mm PVC SDR 35 SANITARY SEWER SERVICE LINE

12 PROVIDE 150mm PVC SDR 35 SANITARY SEWER SERVICE LINE

13 PROVIDE SANITARY SEWER MANHOLE, SEE DETAIL 2/CU503

14 PROVIDE SANITARY SEWER CLEANOUT, SEE DETAIL 1/CU503

15 PROVIDE DOUBLE SANITARY SEWER CLEANOUT

16 PCC ENCASEMENT, SEE DETAIL 3/CU502

17 WATER LINE 3 (200mm PVC)

18 MH2B-3

19 WATER LINE 2 (300mm PVC)

20 WATER LINE 2 (300mm PVC)

21 UTILITY CORRIDOR, SEE DETAIL 6/CU503

22 UTILITY CORRIDOR, SEE DETAIL 4/CU502

23 PROVIDE 100mm PVC SDR 35 SANITARY SEWER SERVICE LINE

24 PROVIDE SANITARY SEWER MANHOLE DROP CONNECTION, SEE DETAIL

3/CU503

25 PROVIDE GATE VALVE SEE DETAIL 6/CU501

26 PROVIDE COMBINATION AIR VALVE SEE DETAIL 1/CU505

WTR LTRL (200mm PVC)

STA 1+290.500

INV =139.950

STA 1+108.250

RIM 139.619

200mm INV IN: 137.839

SLOPE IN 0.514%

250mm INV OUT: 137.789

SLOPE OUT 2.833%

WTR LTRL (200mm PVC)

STA 1+986.000

INV =137.900

WTR LTRL (200mm PVC)

STA 1+916.000

INV = 139.139

4 17

SSWR MH09 13

SSWR MH14

SSWR MH01

SSWR MH02

13SSWR

MH18

13SSWR MH17

SEE

NOTE 4

J-023 SSWR LINE C

5 68

SSWR MH03

BIKE PAVILLION

J-023 SSWR LINE A

J-023 WATR LINE B

J-023 MECH LINE TO VALVE PIT

13 SSWR MH04

SSWR MH05

13 SSWR MH08

BBQ PAVILION

5 6

PAVILION

J-023 SSWR LINE B

J-023 WATR LINE C

J-023 SSWR LINE A

J-023 MECH LINE

J-023 FIRE WATER LINE A

SEE NOTE 1216

J-023 WATR LINE A

J-023 WATR LINE A

13 SSWR MH13

J-023 WATR LINE A

J-023 VALVE PIT FOR

DISTRICT PLANT

J-023 FIRE WATER LINE B

SEE NOTE 13

SSWR MH06

5 6

13 SSWR MH13

Polygonal Line

Polygonal Line

Polygonal Line

Polygonal Line

Polygonal Line

Polygonal Line

EL

EV

AT

IO

N

EL

EV

AT

IO

N

STATION

STATION

2+990 3+000 3+020 3+040 3+060 3+080 3+100

EG FG

3+000

3.

3.

3+020

2.

3.

3+040

2.

3.

3+060

1.

3.

3+080

150mm FIRE PIPE 03 L=11m S=4.29%

WATR PIPE 25

CHWS PIPE 02

CHWR PIPE 02

HWS PIPE 02

HWR PIPE 02

PROPOSED GRADE

EXISTING GRADE

150mm FIRE PIPE 01 L=1m S=4.24%

150mm FIRE PIPE 02

L=22m S=4.29%

150mm FIRE PIPE 04 L=21m S=0.34%

150mm FIRE PIPE 05 L=19m S=0.34%

0.

0.

CW PIPE 02

HWR PIPE 05

HWS PIPE 05

CHWR PIPE 05

CHWS PIPE 05

0.

FA 2

FA 1

FA 3

PIV

FA 4 FA 5 FA 6 HHWR PIPE 02

HHWS PIPE 02

WATR PIPE 28

WATR PIPE 30

0.

EL

EV

AT

IO

N

EL

EV

AT

IO

N

STATION

STATION

2+490 2+500 2+520 2+540 2+560 2+580

EG FG

2+500

1.

3.

2+520

1.

2.

2+540

2.

2.

2+560

PROPOSED GRADE

EXISTING GRADE

250mm WATR PIPE 19

L=15m S=6.97%

250mm WATR PIPE 20

L=29m S=3.18%

WA 19

WA 20

WA 21

EL

EV

AT

IO

N

EL

EV

AT

IO

N

STATION

STATION

3+190 3+200 3+220 3+240 3+250

EG FG

3+200

3.

3.

3+220

3.

3.

3+240

PROPOSED GRADE

EXISTING GRADE

150mm FIRE PIPE 08 L=29m S=4.84%

150mm FIRE PIPE 07 L=2m S=22.78%

150mm FIRE PIPE 06 L=5m S=13.32%FA 7

FA 8

FA 9

FA 10

HWR PIPE 06

HWS PIPE 06

CHWR PIPE 06

CHWS PIPE 06

0.

EL

EV

AT

IO

N

EL

EV

AT

IO

N

STATION

STATION

1+990 2+000 2+020 2+040 2+060 2+080 2+100 2+120 2+130

EG FG

2+000

8.

0.

2+020

9.

1.

2+040

9.

1.

2+060

0.

1.

2+080

0.

2.

2+100

0.

2.

2+120

300mm WATR PIPE 02 L=22m S=0.65%

PROPOSED GRADE

EXISTING GRADE

1.

300mm WATR PIPE 43 L=18m S=0.22%

300mm WATR PIPE 47

L=69m S=4.42%

SSWR PIPE 01

WA 43

WA 45

WA 2

WA 6

WA 47 GATE VALVE

WA 44 GATE VALVE

300mm WATR PIPE 46 L=1m S=4.42%

300mm WATR PIPE 44 L=1m S=0.22%

SDP-02E

1.

300mm WATR PIPE 03 L=8m S=0.66%

WA 3

CU201

VERTICAL

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN

IN CALLOUT/NOTES ARE IN METERS UNLESS

OTHERWISE NOTED.

HORIZONTAL

SCALE:

J-023 FIRE WATER LINE A PROFILE 1H 1:500, V 1:50

NOTES:

1. SEE SHEETS CU605 - CU606 FOR PIPE AND APPURTENANCE

SCHEDULES.

SCALE:

J-023 FIRE WATER LINE B PROFILE 2H 1:500, V 1:50

SCALE:

J-023 WATER LINE A PROFILE 3H 1:500, V 1:50 SCALE:

J-023 WATER LINE B PROFILE 3H 1:500, V 1:50

Distance Measurement

4.73 in

Distance Measurement

1.55 m

Distance Measurement

2.19 m

Distance Measurement

1.31 m

Distance Measurement

1.29 m

Distance Measurement

1.24 m

Distance Measurement

1.46 m

Distance Measurement

1.08 m

Distance Measurement

1.04 m

AT

IO

N

EL

EV

AT

IO

N

STATION

STATION

3+990 4+000 4+020 4+040 4+060 4+080 4+100

EG FG

4+000

1.

3.

4+020

1.

3.

4+040

1.

2.

4+060

2.

2.

4+080

PROPOSED GRADE

EXISTING GRADE

200mm CHWR PIPE 03 L=27m S=2.60%

WATR PIPE 22

0.

200mm CHWR PIPE 01 L=2m S=2.50%

200mm CHWR PIPE 02 L=13m S=2.59%

0.

200mm CHWR PIPE 04 L=26m S=3.67%

FIRE PIPE 05

UCA 04

UCA 11

UCA 18

UCA 25

UCA 32

EL

EV

AT

IO

N

EL

EV

AT

IO

N

STATION

STATION

PROFILE VIEW OF J-023 WATR LINE C

2+190 2+200 2+220 2+240 2+260 2+280 2+300 2+320 2+340 2+360 2+380 2+400 2+420 2+440 2+460 2+480 2+500 2+520 2+540

EG FG

0.

2+200

1.

2.

2+220

1.

2.

2+240

2.

2.

2+260

2.

2.

2+280

3.

2.

2+300

3.

3.

2+320

3.

3.

2+340

3.

3.

2+360

2.

2.

2+380

2.

2.

2+400

1.

3.

2+420

1.

3.

2+440

0.

2.

2+460

0.

2.

2+480

9.

2.

2+500

9.

1.

2+520

9.

0.

300mm WATR PIPE 42 L=20m S=0.34% 300mm WATR PIPE 37

L=27m S=0.58%

300mm WATR PIPE 36 L=9m S=0.58%

300mm WATR PIPE 31 L=36m S=1.38%

300mm WATR PIPE 26 L=10m S=0.15% 300mm WATR PIPE 24

L=6m S=3.53%

300mm WATR PIPE 25 L=10m S=2.80%

300mm WATR PIPE 12

L=22m S=4.60%

300mm WATR PIPE 09 L=4m S=2.64%

300mm WATR PIPE 07 L=8m S=2.64%

300mm WATR PIPE 06 L=40m S=2.48%

300mm WATR PIPE 22 L=7m S=2.48%

CHWS PIPE 03 CHWR PIPE 03

HWS PIPE 03

HWR PIPE 03

SSWR PIPE 09

PROPOSED GRADE

EXISTING GRADE

0.

CW PIPE 03

300mm WATR PIPE 32 L=3m S=0.01%

WA 43

WA 41

WA 36

WA 37

WA 30

WA 32

WA 19

WA 23

WA 25

WA 26

WA 7

WA 8

WA 10

WA 6

HHWR PIPE 03

HHWS PIPE 03

WA 22 GATE VALVE

WA 24

COMBINATION AIR RELEASE VALVE

WA 18 GATE VALVE

300mm WATR PIPE 23 L=1m S=2.48%

300mm WATR PIPE 21 L=1m S=2.47%

300mm WATR PIPE 18 L=1m S=4.75%

300mm WATR PIPE 17

L=31m S=4.80%

WA 13

WA 27

300mm WATR PIPE 29 L=9m S=0.19%

WA 33

300mm WATR PIPE 35 L=27m S=0.62%

300mm WATR PIPE 40 L=53m S=0.58%

WA 38

SDP-02E

1.

FIRE PIPE 06

0.

FIRE PIPE 05

0.

PROPOSED GRADE

EXISTING GRADE

SSWR PIPE 32WA 48

EL

EV

AT

IO

N

EL

EV

AT

IO

N

STATION

STATION

4+190 4+200 4+220 4+240 4+260 4+270

EG FG

4+200

2.

3.

4+220

3.

3.

4+240

3.

3.

4+260

200mm CHWR PIPE 07 L=39m S=2.78%

200mm CHWR PIPE 06 L=12m S=2.25%

200mm CHWR PIPE 05 L=2m S=2.15%

FIRE PIPE 06

FIRE PIPE 02

0.

0.

UCA 37

UCA 41

UCA 45

UCA 49

PROPOSED GRADE

EXISTING GRADE

WATR PIPE 33

0.

0.

WATR PIPE 48

CU202

VERTICAL

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN

IN CALLOUT/NOTES ARE IN METERS UNLESS

OTHERWISE NOTED.

HORIZONTAL

SCALE:

J-023 WATER LINE C PROFILE 1H 1:500, V 1:50

NOTES:

1. SEE SHEETS CU603 - CU606 FOR PIPE, STRUCTURE, AND

APPURTENANCE SCHEDULES

SCALE:

J-023 MECH LINE PROFILE 2H 1:500, V 1:50 SCALE:

J-023 MECH LINE TO VALVE PIT PROFILE 3H 1:500, V 1:50

Distance Measurement

2.15 m

Distance Measurement

2.57 m

Distance Measurement

1.12 in

1.19 in�

AT

IO

N

EL

EV

AT

IO

N

STATION

STATION

1+680 1+700 1+720 1+740 1+760 1+780 1+800 1+820 1+840 1+860 1+880 1+900 1+920 1+940 1+960

EG FG

1+700

0.

2.

1+720

0.

2.

1+740

0.

2.

1+760

1.

2.

1+780

1.

2.

1+800

2.

2.

1+820

2.

2.

1+840

3.

3.

1+860

3.

3.

1+880

3.

3.

1+900

2.

2.

1+920

2.

2.

1+940

200mm SSWR PIPE 14

L=28m S=1.00%

SS

W

R M

H

ST

A:

1+

8.

R

IM

:1

.1

N

IN

V.

IN

:1

.2

E

IN

V.

IN

:1

.7

S

IN

V.

O

U T:

9.

D

R O

P C

O N

N

EC

TI

O

N

SS

W

R M

H

ST

A:

1+

5.

R

IM

:1

.3

E

IN

V.

IN

:1

.5

S

IN

V.

O

U T:

9.

SSWR MH12

STA: 1+809.359

RIM: 142.934

E INV. IN: 140.130

S INV. IN: 141.576

W INV. OUT: 140.104

1 DROP CONNECTION

SSWR MH13

STA: 1+849.933

RIM: 143.072

SE INV. IN: 140.562

W INV. OUT: 140.536

SSWR MH14

STA: 1+855.566

RIM: 143.421

S INV. IN: 140.644

NW INV. OUT: 140.618

SSWR MH15

STA: 1+864.926

RIM: 143.303

S INV. IN: 140.764

W INV. IN: 141.926

N INV. OUT: 140.738

1 DROP CONNECTION

SSWR MH16

STA: 1+878.931

RIM: 143.098

W INV. IN: 140.930

N INV. OUT: 140.904

200mm SSWR PIPE 26 L=45m S=1.00%

SS

W

R M

H

ST

A:

1+

3.

R

IM

:1

.9

N

IN

V.

IN

:1

.5

E

IN

V.

O

U T:

1.

SS

W

R M

H

ST

A:

1+

6.

R

IM

:1

.4

S

IN

V.

IN

:1

.1

N

IN

V.

IN

:1

.9

E

IN

V.

IN

:1

.2

W

IN

V.

O

U T:

8.

EXISTING GRADE

PROPOSED GRADE

200mm SSWR PIPE 16 L=14m S=1.00%

200mm SSWR PIPE 18 L=13m S=1.00%

200mm SSWR PIPE 19 L=54m S=1.00%

200mm SSWR PIPE 22 L=6m S=1.00%

200mm SSWR PIPE 21

L=41m S=1.00%

200mm SSWR PIPE 23 L=9m S=1.00%

200mm SSWR PIPE 25 L=14m S=1.00%

SSWR MH10

STA: 1+742.483

RIM: 142.889

N INV. IN: 139.410

E INV. IN: 141.602

S INV. OUT: 139.384

1 DROP CONNECTION

EXISTING GRADE

PROPOSED GRADE

EL

EV

AT

IO

N

EL

EV

AT

IO

N

STATION

STATION

1+780 1+800 1+820 1+840 1+860 1+880

EG FG

1+800

0.

2.

1+820

1.

2.

1+840

1.

2.

1+860

PROPOSED GRADE

EXISTING GRADE

SS

W

R M

H

ST

A:

1+

5.

R

IM

:1

.9

E

IN

V.

IN

:1

.3

W

IN

V.

IN

:1

.3

S

IN

V.

O

U T:

1.

100mm SSWR PIPE 09 L=52m S=1.00%

0.

SS

W

R C

O

ST

A:

1+

1.

R

IM

:1

.1

W

IN

V.

O

U T:

1.

WATR PIPE 17

EL

EV

AT

IO

N

EL

EV

AT

IO

N

STATION

STATION

0+980 1+000 1+020 1+040 1+060 1+080 1+100 1+120 1+140 1+160 1+180

EG FG

1+000

9.

9.

1+020

0.

2.

1+040

9.

2.

1+060

9.

2.

1+080

9.

2.

1+100

9.

2.

1+120

0.

2.

1+140

0.

3.

1+160

PROPOSED GRADE

EXISTING GRADE

200mm SSWR PIPE 01 L=17m S=0.80%

SSWR MH02

STA: 1+073.209

RIM: 141.218

E INV. IN: 138.592

N INV. OUT: 138.566

SSWR MH03

STA: 1+085.788

RIM: 142.543

E INV. IN: 140.521

N INV. IN: 141.609

W INV. OUT: 139.410

2 DROP CONNECTIONS

SS

W

R M

H

ST

A:

1+

7.

R

IM

:1

.2

N E

IN

V.

IN

:1

.6

W

IN

V.

O

U T:

0.

200mm SSWR PIPE 07 L=22m S=0.48%

SS

W

R M

H

ST

A:

1+

5.

R

IM

:1

.9

E

IN

V.

IN

:1

.3

W

IN

V.

IN

:1

.3

S

IN

V.

O

U T:

1.

200mm SSWR PIPE 03

L=57m S=0.80%

200mm SSWR PIPE 04 L=13m S=6.50%

200mm SSWR PIPE 06 L=12m S=1.00%

200mm SSWR PIPE 30 L=7m S=1.00%

SSWR MH05

STA: 1+104.217

RIM: 142.786

N INV. IN: 140.757

SW INV. OUT: 140.731

WATR PIPE 47

SS

W

R M

H

ST

A:

1+

6.

R

IM

:1

.4

S

IN

V.

IN

:1

.1

N

IN

V.

IN

:1

.9

E

IN

V.

IN

:1

.2

W

IN

V.

O

U T:

8.

D

R O

P C

O N

N

EC

TI

O

N S

1.

INV. 137.954

SSWR MH06

STA: 1+126.257

RIM: 142.978

N INV. IN: 140.888

S INV. OUT: 140.862

200mm SSWR PIPE 31 L=29m S=1.39%

CU203

VERTICAL

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN

IN CALLOUT/NOTES ARE IN METERS UNLESS

OTHERWISE NOTED.

HORIZONTAL

SCALE:

J-023 SSWR LINE B PROFILE 3H 1:500, V 1:50

SCALE:

J-023 SSWR LINE C PROFILE 2H 1:500, V 1:50

NOTES:

1. SEE SHEET CU603 FOR PIPE AND APPURTENANCE SCHEDULES.

SCALE:

J-023 SSWR LINE A PROFILE 1H 1:500, V 1:50

Distance Measurement

2.15 m

Distance Measurement

3.35 m

Distance Measurement

1.20 in

Distance Measurement

1.13 in

1.22 m

SDSDSD

W

W

SAN

W

W W

W

WWWWWW

W

W

W W

W W

W W

W W

WWWWW

W W

W W

W W

W W

W W

W W

W

W W W W W W W W W W W

S A

N S

A N

S A

N

SAN

S A

N S

A N

S A

N S

A N

S A

N S

A N

S A

N

SAN SAN SAN SAN SAN SAN

S A

N

SANSAN

W W W W

W

W

W

W

SAN SAN SAN

W W

W W W W W

W W

W W W W W

W W

W W W W W

W

W W W W W W

W

W W W W W W

W

W W W W W W

W

W W W W W W

F

F F F

W W

W W

W

W W

W W

W

W W

W W

W

W W

W W

W

W

WW

SANSAN

W

R O

A D

R O

A D

MH-579-10B

BOQ A BUILDING

SHH-2

SHH-1

E

S

E

E

ES

E S

ES

E

S

E S

ES

UTILITY BUILDING

PAVILION

PAVILION

E

S

E S

E

S

E

S

E S

ES

ES

E

S

E S

ES ES

10 10

SHH-1

E

S

E

S

E

S

E S

ES

ES

ES

ES

E

S

E

S

E

S

E

S

E

S

ES

E

S

E S

E

S

E

S

E

S

E

S

E

S

E

S

E S

E

S

E

S

E

S

ES

E

S

E S

E

S

E

S

E

S

E

S

E

S

E

S

E S

E

S

E

S

E S

E

S

E

S

E S

SDSDSD

R O

AD

ROAD 3

(E) ST P574A-18

(E) ST P579-10

(E) MH P574A-18

(E) MH P579-10

MH P579-10A

(E) MH P574-17

(E) MH P579-10A

SWITCHBOARD "4MDS-BB"

PAD MOUNTED TRANSFORMER "UA"

PAD MOUNTED TRANSFORMER "BA"

E-404

FOR ENLARGED PLAN, SEE & .

E-404

E-404

FOR ENLARGED PLAN, SEE & .

E-404

TYPICAL

BOQ A - ELECTRICAL SITE PLAN

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN

CALLOUT/ NOTES ARE IN MILLIMETERS UNLESS

OTHERWISE NOTED.

PLAN

NORTH

KEY PLAN

NOT TO SCALE

ES101

TO SWITCHBOARD "4MDS-UB"

L

TYPICAL

M

TO ECB-EMB AND ECB-GBB

TO GENERATOR WIRE GUTTER

BOQ A BUILDING AMI METER

CT CABINET

P P

SP SP

P P SP

E-404

FOR ENLARGED PLAN, SEE & .

E-404

4L1L-8

VIA LC "LC-EL"

4L1L-10

VIA LC "LC-EL"

4L1L-11

VIA LC "LC-EL"

BBQ PAVILION

E-104

FOR ENLARGED PLAN, SEE & .

E-124

P P SP

P

P P

SP SP

TO ATS-GUB

S

S

S S S

S

GENERAL NOTES:

SEE ONE LINE DIAGRAM E-601 AND E-602 FOR CONDUIT AND WIRE SIZES AND

QUANTITIES.

LIGHT LINES INDICATE INFRASTRUCTURE CONSTRUCTED UNDER J-001B

FINEGAYAN UTILITIES AND SITE IMPROVEMENTS PHASE 1 PROJECT. DARK

LINES INDICATE NEW.

B O

Q A

E

LE

C

TR

IC

A L

S

IT

E P

LA

N

ES101

4L1L-12

VIA LC "LC-EL"

4L1L-9

VIA LC "LC-EL"

S

S S S

S

SP SP

S

27mmC, FOR AMI METER POWER

SP SP

S S S

S S S

TO PANEL "2L1P"

S S S

S

SP SP

S S

S S

S S S

S S

S S S

S

SP

S

SP

S SS

S S

S S S

S

SP

S

SP

S SS

S S S

S S S

D E P A R

TM

E N T O F

TH

E

N A V Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

N A V F A C

F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

C O M M A N D

P A C

IF

IC

DES DRW

S Y M

D E S C R I P T I O N

D A T E

A P P R

DRAWFORM REVISION: 30 APRIL 2015

REV

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

N A

VF

A

C P

A C

IF

IC

M A K A L A P A

H A W A I I

FIRE PROTECTION

AS SHOWN

UNCLASSIFIED - FOR OFFICIAL USE ONLY

UNCLASSIFIED - FOR OFFICIAL USE ONLY

R E V D A T E

P L O T T E D

U N C L A S S I F I E D

F O R

O F F I C I A L

U S E

O N L Y

P R

E L

IM

IN

A

R Y

N O

T

FO

R C

O N

ST

RU

C

TI

O N

N A V F A C

P A C I F I C

XX/XX/XXXX

SEAL

GU

AM

US

N

AV

SU

PP

AC

T M

CB

G

UA

M

JF

Y

J

-0

B A

C H

E

LO

R O

FF

IC

E R

Q U

A R

TE

R

S -A

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

INSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

DATE

IF SHEET IS LESS THAN 559 X 864

REDUCED PRINT. USE GRAPHIC

SCALES

JC

P. NISHIZAKI

MN/KO

972483

XXX

RANDALL TORIGOE

MARFORPAC DPRI MILCON LEAD

JJ/JF RS/NP AM

JS

SP SP

S S

VIA CT CABINET, SEE ONE LINE DIAGRAM FOR INFORMATION.

NOTES:

TO PAVILION LIGHTING.2

TO PAVILION RECEPTACLE.3

4L1L-132L1P-27

AutoCAD SHX Text

SCALE: 1:500

AutoCAD SHX Text

AutoCAD SHX Text 1:500

AutoCAD SHX Text 10m

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

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J-023 BACHELOR OFFICIER QUARTERS-A 972483

US NAVSUPPACT MCB GUAM

SECTION 01 45 00.00 20

QUALITY CONTROL

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 in the text by the basic designation only.

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE 52.2 (2012) Method of Testing General Ventilation Air-Cleaning Devices for Removal Efficiency by Particle Size

ASTM INTERNATIONAL (ASTM)

ASTM D6245 (2012) Using Indoor Carbon Dioxide Concentrations to Evaluate Indoor Air Quality and Ventilation

ASTM D6345 (2010) Standard Guide for Selection of Methods for Active, Integrative Sampling of Volatile Organic Compounds in Air

SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION

(SMACNA)

ANSI/SMACNA 008 (2007) IAQ Guidelines for Occupied Buildings Under Construction, 2nd Edition

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES

SD-01 Preconstruction Submittals

Construction Quality Control (QC) Plan; G

Submit a Construction QC Plan within 30 calendar days of Contract Award. The Accepted QC plan is required prior to start of construction.

SECTION 01 45 00.00 20 Page 1 Ammendment 005 February 24, 2021

Indoor Air Quality (IAQ) Management Plan

Basis of Design and Design Intent

SD-05 Design Data

Contract Document Review

SD-07 Certificates

CxA Resume

1.3 INFORMATION FOR THE CONTRACTING OFFICER

Prior to commencing work on construction, the Contractor can obtain a single copy set of the current report forms from the Contracting Officer.

The report forms will consist of the Contractor Production Report, Contractor Production Report (Continuation Sheet), Contractor Quality Control (CQC) Report, CQC Report (Continuation Sheet), Preparatory Phase Checklist, Initial Phase Checklist, Rework Items List, and Testing Plan and Log.

Deliver the following to the Contracting Officer during Construction:

a. CQC Report: Submit the report electronically by 10:00 AM the next working day after each day that work is performed and for every seven consecutive calendar days of no-work.

b. Contractor Production Report: Submit the report electronically by 10:00 AM the next working day after each day that work is performed and for every seven consecutive calendar days of no-work.

c. Preparatory Phase Checklist: Submit the report electronically in the same manner as the CQC Report for each Preparatory Phase held.

d. Initial Phase Checklist: Submit the report electronically in the same manner as the CQC Report for each Initial Phase held.

e. QC Specialist Reports: Submit the report electronically by 10:00 AM the next working day after each day that work is performed.

f. Field Test Reports: Within two working days after the test is performed, submit the report as an electronic attachment to the CQC Report.

g. Monthly Summary Report of Tests: Submit the report as an electronic attachment to the CQC Report at the end of each month.

h. Testing Plan and Log: Submit the report as an electronic attachment to the CQC Report, at the end of each month. Provide a copy of the final Testing Plan and Log to the preparer of the Operation & Maintenance (O&M) documentation.

i. Rework Items List: Submit lists containing new entries daily, in the same manner as the CQC Report.

j. CQC Meeting Minutes: Within two working days after the meeting is held, submit the report as an electronic attachment to the CQC Report.

SECTION 01 45 00.00 20 Page 2

k. QC Certifications: As required by the paragraph entitled "QC Certifications."

l. Special Inspection Report: Submit the Special Inspection reports, in the same manner as the CQC Report.

1.4 QC PROGRAM REQUIREMENTS

Establish and maintain a QC program as described in this section. This QC program is a key element in meeting the objectives of NAVFAC Commissioning.

The QC program consists of a QC Organization, QC Plan, QC Plan Meeting(s), a Coordination and Mutual Understanding Meeting, QC meetings, three phases of control, submittal review and approval, testing, completion inspections, QC certifications, independent Special Inspections in accordance with Section 01 45 35 SPECIAL INSPECTIONS, and documentation necessary to provide materials, equipment, workmanship, fabrication, construction and operations which comply with the requirements of this Contract. The QC program must cover on-site and off-site work and be keyed to the work sequence. No construction work or testing may be performed unless the QC Manager is on the work site. The QC Manager must report to an officer of the firm and not be subordinate to the Project Superintendent or the Project Manager. The QC Manager, Project Superintendent and Project Manager must work together effectively. Although the QC Manager is the primary individual responsible for quality control, all individuals will be held responsible for the quality of work on the job.

1.4.1 Commissioning

Commissioning is a systematic process of ensuring that all building systems meet the requirements and perform interactively according to the Contract.

The QC Program is a key to this process by coordinating, verifying and documenting measures to achieve the following objectives:

a. Verify and document that the applicable equipment and systems are installed in accordance with the design intent as expressed through the Contract and according to the manufacturer's recommendations and industry accepted minimum standards.

b. Verify and document that equipment and systems receive complete operational checkout by the installing contractors.

c. Verify and document proper performance of equipment and systems.

d. Verify that Operation and Maintenance (O&M) documentation is complete.

e. Verify the Training Plan and training materials are accurate and provide correct instruction and documentation on the critical elements of the products, materials, and systems in the constructed facility.

Verify that all identified Government operating personnel are trained.

f. Verify and document that all contract requirements for commissioning are met.

1.4.2 Acceptance of the Construction Quality Control (QC) Plan

Acceptance of the QC Plan is required prior to the start of construction.

The Contracting Officer reserves the right to require changes in the QC Plan and operations as necessary, including removal of personnel, to ensure the specified quality of work. The Contracting Officer reserves the right

SECTION 01 45 00.00 20 Page 3 to interview any member of the QC organization at any time in order to verify the submitted qualifications. All QC organization personnel are subject to acceptance by the Contracting Officer. The Contracting Officer may require the removal of any individual for non-compliance with quality requirements specified in the Contract.

1.4.3 Preliminary Construction Work Authorized Prior to Acceptance

The only construction work that is authorized to proceed prior to the acceptance of the QC Plan is mobilization of storage and office trailers, temporary utilities, and surveying.

1.4.4 Notification of Changes

Notify the Contracting Officer, in writing, of any proposed changes in the QC Plan or changes to the QC organization personnel, a minimum of 10 work days prior to a proposed change. Proposed changes are subject to acceptance by the Contracting Officer.

1.4.5 Special Inspections

Perform all required Special Inspections per Section 01 45 35 SPECIAL INSPECTIONS, the statement of Special Inspections and the Schedule of Special Inspections.

1.5 QC ORGANIZATION

1.5.1 QC Manager

1.5.1.1 Duties

Provide a QC Manager at the work site to implement and manage the QC program.

The only duties and responsibilities of the QC Manager are to manage and implement the QC program on this Contract. The QC Manager is required to attend the partnering meetings, QC Plan Meetings, Coordination and Mutual Understanding Meeting, conduct the QC meetings, perform the three phases of control except for those phases of control designated to be performed by QC Specialists, perform submittal review and approval, ensure testing is performed and provide QC certifications and documentation required in this Contract. The QC Manager is responsible for managing and coordinating the three phases of control and documentation performed by the QC Specialists, testing laboratory personnel and any other inspection and testing personnel required by this Contract. The QC Manager is the manager of all QC activities. The QC manager is responsible for notifying the Special Inspector of Record of activities which require their review. The QC manager is responsible for coordinating the Special Inspection activities, see paragraph QUALITY CONTROL MANAGER, in Section 01 45 35 SPECIAL

INSPECTIONS.

1.5.1.2 Qualifications

A graduate of a four year accredited college or university program in one of the following disciplines: Engineering, Architecture, Construction Management, Engineering Technology, Building Construction, or Building Science, with a minimum of 10 years experience as a Project Superintendent, QC Manager, Project Manager, Project Engineer or Construction Manager on similar size and type construction contracts which included the major

SECTION 01 45 00.00 20 Page 4 trades that are part of this Contract. The individual must have at least two years experience as a QC Manager. The individual must be familiar with the requirements of EM 385-1-1, and have experience in the areas of hazard identification, safety compliance, and sustainability.

1.5.2 Commissioning Authority

1.5.2.1 Duties

Provide a Commissioning Authority (CxA) as key person for the commissioning and documentation thereof. The CxA must be an independent third party hired directly by the Prime Contractor. The CxA must not be a company employee of the Contractor or any Sub-Contractor performing the work to be inspected. The CxA directs and coordinates comissioning activities and submits commissioning reports to the Contracting Officer to meet the submittal and reporting requirements of commissioning and develops the commissioning plan. The CxA coordinates the actions of the QC Specialists, Testing Laboratory personnel,[ eOMSI Preparer,] and other inspection and testing personnel required by this Contract for building commissioning.

1.5.2.2 Qualifications

The CxA must be certified as a commissioning professional by the Associated Air Balance Council (AABC) Commissioning Group (ACG), the Association of Energy Engineers (AEE), the American Society of Heating, Refrigeration, and Air Conditioning Engineers (ASHRAE), the Commissioning Process Management Professional (CPMP), the Building Commissioning Association (BCA), the National Environmental Balancing Bureau (NEBB), or the University of Wisconsin - Madison (UWM). CxA resume is required, providing education, experience and management capabilities on at least two similar size and type contracts. The CA may not have been involved with the project design, construction management, or supervision, and must be with a third-party firm that was not on the design team.

1.5.3 Construction Quality Management Training

In addition to the above experience and education requirements, the QC Manager must have completed the course entitled "Construction Quality Management (CQM) for Contractors." If the QC Manager does not have a current certification, they must obtain the CQM for Contractors course certification within 90 calendar days of award. This course is periodically offered by the Naval Facilities Engineering Command and the Army Corps of Engineers. Contact the Contracting Officer for information on the next scheduled class.

1.5.4 Alternate QC Manager Duties and Qualifications

Designate an alternate for the QC Manager at the work site to serve in the event of the designated QC Manager's absence. The period of absence may not exceed two weeks at one time, and not more than 30 workdays during a calendar year. The qualification requirements for the Alternate QC Manager must be the same as for the QC Manager.

1.5.5 QC Specialists Duties and Qualifications

Provide a separate QC Specialist at the work site for each of the areas of responsibilities, specified in Part 3, Execution, of the technical sections, who must assist and report to the QC Manager and who may perform

SECTION 01 45 00.00 20 Page 5 production related duties but must be allowed sufficient time to perform their assigned quality control duties. QC Specialists are required to attend the Coordination and Mutual Understanding Meeting, QC meetings and be physically present at the construction site to perform the three phases of control and prepare documentation for each definable feature of work in their area of responsibility at the frequency specified below.

1.5.5.1 Mechanical QC Specialist

Qualification/Experience in Area of Responsibility

Area of Responsibility Frequency

Registered Mechanical Engineer (PE)/ QC Specialist.

Installation and testing of mechanical systems.

As required…