N6274222R1306_AMD04.pdf

ACQR5898351

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

RFP N62742-22-R-1306

FY19 MCAF P-9030/PAF189030 APSI - CARGO PAD WITH TAXIWAY EXTENSION

FY19 MCAF P-9040/PAF189040 APSI - MAINTENANCE SUPPORT FACILITY

FY20 MCAF P-9010/PAF189010 APSI - FUEL TANKS WITH RECEIPT PIPELINE & HYDRANT SYSTEM

FY20 MCAF P-9021/PAF189021 APSI -AIRFIELD DEVELOPMENT PHASE 1 - ROADS

TINIAN INTERNATIONAL AIRPORT, TINIAN, CNMI

Continued on Page 2

1. CONTRACT ID CODE PAGE OF PAGES

1 4

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

16C. DATE SIGNED

BY 23-Mar-2022

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 N6274222R1306

X 9B. DATED (SEE ITEM 11)

07-Dec-2021

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

23-Mar-2022

CODE

NAVFAC PACIFIC

CONSTRUCTION CONTRACTS BR (CODE ACQ33)

258 MAKALAPA DR STE 100

PEARL HARBOR HI 96860-3134

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

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N6274222R1306

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been added by full text:

SUMMARY OF CHANGES

PROJECT TABLE OF CONTENTS

Delete the Project Table of Contents in Parts A, B, C, D and E in its entirety and replace it with the attached Table of Contents, Amendment 0004.

SECTION 00 01 15 LIST OF DRAWINGS

PARA 1.2 CONTRACT DRAWINGS

1.2.1 Part B List of Drawings

The following drawings are revised and accompany this Amendment:

NAVFAC

DWG NO.

DRAWING

SHEET NO.

CHANGE

NO.

TITLE

17230858 CU107 1 KEYNOTE TABLE - STRUCTURES

17230896 CU504 1 MISCELLANEOUS DETAILS

17230913 S-004 1 GENERAL NOTES

1.2.3 Part D List of Drawings

The following drawings are revised and accompany this Amendment:

NAVFAC

DWG NO.

DRAWING

SHEET NO.

CHANGE

NO.

TITLE

17256558 CS103 1 SITE PLAN – AREA 3

17256560 CS105 1 SITE PLAN – AREA 5

17256594 CS503 1 SITE DETAILS

17256597 CS506 1 SITE DETAILS

17256600 CG500 1 DRAINAGE DETAILS

17256601 CG501 1 DRAINAGE DETAILS

17256602 CG502 1 DRAINAGE DETAILS

17256697 CF111 1 POL PIPELINE PLAN AND PROFILE 10

17256698 CF112 1 POL PIPELINE PLAN AND PROFILE 11

17256699 CF113 1 POL PIPELINE PLAN AND PROFILE 12

17256700 CF114 1 POL PIPELINE PLAN AND PROFILE 13

17256764 SP502 1 STEEL TANK DETAILS

17256867 E-001 1 GENERAL NOTES & LEGEND

17256873 ES105 1 SITE PLAN – AREA 5

17256881 EP111 1

POWER – HYDRANT SYSTEM FUEL PUMP HOUSE &

TRUCK FILLSTAND

17256882 EP112 1

POWER – SEAPORT FUEL PUMP HOUSE, DIESEL

SERVICE STATION, & GENERATOR BUILDING

17256886 EI211 1

HYDRANT PUMP HOUSE CONTROL PANEL

LAYOUT

17256888 EI221 1 SEAPORT PUMP HOUSE CONTROL PANEL LAYOUT

17256899 E-506 1 DETAILS – EFSO & SITE

17256921 EI662 1 I&C CIRCUIT SCHEDULE – SEAPORT PUMPHOUSE

17256922 EI663 1 I&C CIRCUIT SCHEDULE – HYDRANT PUMPHOUSE

17256924 EI702 1 INSTRUMENT SCHEDULE

17256925 EI703 1 INSTRUMENT SCHEDULE

17256929 EI801 1

HYDRANT CONTROL SYSTEM FUNCTIONAL

BLOCK DIAGRAM

17256930 EI802 1

SEAPORT CONTROL SYSTEM FUCTIONAL BLOCK

DIAGRAM

PART A: GENERAL REQUIREMENTS

SPECIFICATION

SECTION

CHANGE

NO.

TITLE

01 33 00 3 SUBMITTAL PROCEDURES

01 57 19.03 2 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL

CONTROLS

SECTION 01 33 00 SUBMITTAL PROCEDURES

Delete the Part B Submittal Register in its entirety and replace it with the attached Part B Submittal Register, Amendment 0004.

SECTION 01 57 19.03 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS

Delete the section in its entirety and replace it with the attached Section 01 57 19.03, Amendment 0004. The Tinian Annex A-109 FY20 MCAF Project P-9010 / PAF189010 APSI Fuel Tanks with Receipt Pipeline & Hydrant System, dated March 2022, was added after the Munitions Response Explosives Safety Submission Tinian Construction Support Annex A-01, dated May 2020.

PART B: FY19 P-9030 APSI – CARGO PAD WITH TAXIWAY EXTENSION, TINIAN ,CNMI

(WON 1581694)

CHANGE

NO.

TITLE

33 11 13 1 POTABLE WATER SUPPLY WELLS

33 16 15 2 WATER STORAGE STEEL TANKS

SECTION 33 11 13 POTABLE WATER SUPPLY WELLS

Delete the section in its entirety.

SECTION 33 16 15 WATER STORAGE STEEL TANKS

Delete the section in its entirety and replace it with the attached Section 33 16 15, Amendment 0004.

PART C: FY19 P-9040 APSI – MAINTENANCE SUPPORT FACILITY, TINIAN, CNMI

(WON 1581706)

CHANGE

NO.

TITLE

07 27 19.01 1 SELF-ADHERING AIR BARRIERS

SECTION 07 27 19.01 SELF-ADHERING AIR BARRIERS

Delete the section in its entirety and replace it with the attached Section 07 27 19.01 Self-Adhering Air Barriers, Amendment 0004.

PART D: FY20 P-9010 APSI – FUEL TANKS WITH RECEIPT PIPELINE, TINIAN, CNMI

(WON 1620531)

CHANGE

NO.

TITLE

33 09 53 1

AVIATION FUEL PUMP CONTROL AND

ANNUNCIATION SYSTEM

33 52 43.11 1 AVIATION FUEL MECHANICAL EQUIPMENT

33 52 43.13 1 AVIATION FUEL PIPING

SECTION 33 09 53 AVIATION FUEL PUMP CONTROL AND ANNUNCIATION SYSTEM

Delete the section in its entirety and replace it with the attached Section 33 09 53, Amendment 0004.

SECTION 33 52 43.11 AVIATION FUEL MECHANICAL EQUIPMENT

Delete the section in its entirety and replace it with the attached Section 33 52 43.11, Amendment 0004.

SECTION 33 52 43.13 AVIATION FUEL PIPING

Delete the section in its entirety and replace it with the attached Section 33 52 43.13, Amendment 0004.

(End of Summary of Changes)

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A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274218F0340

JEG NO. WFXO6305

DRAWFORM REVISION: 30 APR 2015

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MARK PETERSEN, PM, PER

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JC

ENGINEERING (CIVIL/STRUCTURAL)

CONSTRUCTION MANAGEMENT PLANNING

DEVELOPMENT CONSULTATION

GEOGRAPHIC INFORMATION SYSTEMS

P.O. Box 8900 Tamuning, Guam 96131

ELP JCS EMS

SCALE

KEYNOTE TABLE - STRUCTURESA1 N.T.S.

CU107

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TEXAS REGISTERED ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102

A/E INFO

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A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274218F0340

JEG NO. WFXO6305

DRAWFORM REVISION: 30 APR 2015

DATE

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CU504

17230896

W/ Ø250 PVC ENCASEMENT

CONC. SUPPORT

GRAVEL BASE

AxB

CONC. COLLAR (21MPa)

500x500 (21MPa)

GATE VALVE

CONC. RING BASE

NEW CI VALVE BOX

300 x 300

PI

PE

O D

/2

A Ø150 250 450

B (21MPa)

PIPE SIZE DIA.

SIZES OF FOUNDATION

NEW Ø150 PVC(DOMESTIC)

NOTES:

1. SLOPE CONCRETE COLLAR AWAY FROM HYDRANT.

2. FOR REDUCED HEIGHT FIRE HYDRANT ASSEMBLY, MAX HEIGHT IS 762mm, BUT CANNOT BE MORE THAN 609mm ABOVE AIRFIELD PAVEMENT.

NTS

M

IN

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EP

TH

(MECH JOINT TYPE)

OUTLETS

63 (2 EA) FIRE HOSE

WORD,"WATER"ON CI

NEW 150 GATE VALVE

LOCKED TYPE COVER

CONCRETE COLLAR

CONC SUPPORT

150 MECH JOINT INLET)

(DRY BARREL TYPE WITH

NEW FIRE HYDRANT4500 MAX

1000 MIN

CONNECTION FACING AIRFIELD

100 (1 EA) PUMPER

CRUSHER-RUN

FILL

22522575

600 x 600

(21MPa)

(21MPa)CONC.

COLLARFINISHED

GRADE

ELEVATION

CONCRETE

ANCHOR BLOCK

(21MPa)

NEW 150 PVC

NEW VALVE BOX

NEW 150 PVC

25.6M MIN TO CENTERLINE OF TAXIWAY

45.7M MAX TO CENTERLINE OF TAXIWAY

AIRFIELD

SHOULDER

SCALE

NEW FIRE HYDRANT DETAILC1 N.T.S. SCALE

GATE VALVE DETAILC4 N.T.S.

NOTES:

1. ASSUME VEHICLE TRAFFIC ARE ON ALL SIDES OF THE HYDRANT.

2. ONLY ADD BOLLARDS ON THE SIDE OF HYDRANT EXPOSED TO VEHICLE

TRAFFIC. A MINIMUM OF 2 BOLLARDS MUST BE INSTALLED.

HYDRANT

BOLLARD (TYP),

RE: B5/CU504

MAINTAIN

1000 SEPARATION

SCALEC3 N.T.S.

BOLLARD AT FIRE HYDRANT AND PIV

MIN.

CONCRETE FOOTING

GRADE SURFACE

25 CROWN

150 DIAMETER SCHEDULE

40 STEEL PIPE

75 DOME FILL POST

WITH CONCRETE

Ø300

(21 MPa)

SCALE

BOLLARD DETAILB5 N.T.S.

TYPICAL PLACEMENT OF PIPE

SCALE

WELL HEAD AND PUMP INSTALLATION DETAILA2 N.T.S.

NOTES:

1. TRANSITION FROM EXISTING WATERLINE TO NEW WATERLINE WITH

RESTRAINED FLANGED COUPLING ADAPTER AND FLANGE ISOLATING

GASKET KIT. FLANGED COUPLING ADAPTER SHALL BE

CEMENT-MORTAR LINED AND ITS EXTERIOR SURFACES SHALL BE

SHOP PRIMED AND FIELD COATED WITH ASPHALTIC COATING. FLANGE

FACES SHALL BE COATED WITH A MANUFACTURER- RECOMMENDED

RUST-PREVENTIVE COMPOUND. FURTHER, FLANGED COUPLING

ADAPTER SHALL BE DOUBLE WRAPPED WITH POLYETHYLENE

ENCASEMENT.

NOTE 1

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THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 559 X 864

REDUCED PRINT. USE GRAPHIC SCALES

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CS103

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A/E Contract No. N62742-17-D-0003

DRAWFORM REVISION: 30 APR 2015

A/E Task Order No. N6274219F0304

JEG NO. WFXO6309

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KEY PLANNOTE:

UNLESS OTHERWISE STATED, ALL CIVIL AND

ELECTRICAL PLAN SHEETS DIMENSIONS ARE

IN METERS.

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

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SITE PLAN GENERAL NOTES

KEYNOTES

LEGEND

X

251 FUEL STORAGE TANK

LIGHT POLES, REFER TO ELECTRICAL

PLANS

ASPHALT ROADWAY, RE: D3/CS500

HANDHOLE, MANHOLE, REFER TO ELECTRICAL

PLANS

MH

PIPE HEADWALL

CATCH BASINCB

CHAIN LINK FENCE WITH CONCRETE MOW

STRIP, RE: A4/CS504 & A4/CS505

STORM DRAIN MANHOLED

REFER TO SHEET CS500 FOR PAVEMENT SECTIONS.

REFER TO SHEET CS503 FOR MARKING DETAILS.

REFER TO ARCHITECTURAL PLANS FOR EXACT

BUILDING DIMENSIONS AND SPECIFICATIONS.

REFER TO ELECTRICAL PLANS FOR ALL SITE LIGHTING

INFORMATION.

REFER TO SHEET CF150 FOR TANK FARM INFORMATION.

REFER TO SHEET CS601 FOR SITE PLAN POINT TABLES.

N&E POINT NUMBER

246 FUEL CONTAINMENT STRUCTURE, RE: A1/CG504

ALL AREA DISTURBED BY CONSTRUCTION ACTIVITIES

THAT ARE UNPAVED MUST BE SEEDED PER

SPECIFICATION 32 92 19

213 ROADWAY EDGE LINE STRIPING (TYP), RE: D4/CS503

P

150 MM WHITE LINE209

257 REFUELER PARKING AREA

A

C

B

D E F G

219 PAVEMENT REPAIR, RE: B2/CS501

218 ASPAHLT PAVEMENT TO EXIST, RE: D4/CS500

CONCRETE SIDEWALK, RE: C2/CS500

HEAVY DUTY CONCRETE PAVEMENT, RE: D1/CS500

238 ASPHALT PAVEMENT, RE: D3/CS500

258 SPLASH PAD, RE: B4/CG502

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A/E Contract No. N62742-17-D-0003

DRAWFORM REVISION: 30 APR 2015

A/E Task Order No. N6274219F0304

JEG NO. WFXO6309

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KEY PLANNOTE:

UNLESS OTHERWISE STATED, ALL CIVIL AND

ELECTRICAL PLAN SHEETS DIMENSIONS ARE

IN METERS.

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

DATE

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

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220 GRAVEL ROADWAY, GRAVEL PAVEMENT, RE: B4/CS500

KEYNOTES

LEGEND

SITE PLAN GENERAL NOTES

214 SEAPORT PUMPHOUSE UST PAD, RE: C3/CF403

222 SIDEWALK, RE: C2/CS500

237 SAWCUT PAVEMENT, RE: D4/CS500

REFER TO ELECTRICAL PLANS FOR ALL SITE LIGHTING

INFORMATION.

REFER TO SHEET CS500 FOR PAVEMENT SECTIONS.

250 MECHANICAL YARD

X

BUILDING

203 BIOSECURITY CONTAINMENT FACILITY, RE: A1/CS502

256 PUMP AND CONTROLS BUILDING

CHAIN LINK FENCE, RE: CS507

GRAVEL, RE: B4/CS500

ASPHALT PAVEMENT, RE: D3/CS500

CONCRETE SIDEWALK, RE: C2/CS500

LIGHT POLE, REFER TO ELECTRICAL PLANS

HANDHOLE, MANHOLE, REFER TO ELECTRICAL

PLANS

CHAIN LINK FENCE WITH CONCRETE MOW

STRIP, RE: CS507

219 PAVEMENT REPAIR, RE: B2/CS501

REFER TO SHEET CS601-CS602 FOR SITE PLAN POINT

TABLES.

N&E POINT NUMBER

ALL AREA DISTURBED BY CONSTRUCTION ACTIVITIES

THAT ARE UNPAVED MUST BE SEEDED PER

SPECIFICATION 32 92 19

FIRE HYDRANT

212 DOUBLE SWING GATE, RE: C2/CS505

OVERHEAD ELECTRIC LINEOHW

314 BOLLARD, RE: A2 & A3/A-541

315 PAD MOUNTED TRANSFORMER, RE: A1/E-503

A

B C

D

CHAIN LINK FENCE WITHOUT BARBS, RE: C1/CS508201

REFER TO SHEET CS503 FOR MARKING DETAILS.E

HEAVY DUTY CONCRETE PAVEMENT, RE: B2/CS500

REFER TO SHEET CF151 FOR FUEL TANK INFORMATION.F

316 PEDESTRIAN GATE, RE: A3/CS507

317 PORTABLE GENERATOR, RE: ELECTRICAL PLANS

EXISTING GRAVEL

MHP

STOP BAR STRIPING, RE: C4/CS503206

STOP SIGN, RE: A1/CS503207

AREA 5

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WV(2)

AutoCAD SHX Text

FUEL LINE

AutoCAD SHX Text

WPP

AutoCAD SHX Text

WPP

AutoCAD SHX Text

CPP

AutoCAD SHX Text

GW

AutoCAD SHX Text

WV

AutoCAD SHX Text

FH

AutoCAD SHX Text

WPP

AutoCAD SHX Text

WPP

AutoCAD SHX Text

WV(2)

AutoCAD SHX Text

CPP

AutoCAD SHX Text

CPP

AutoCAD SHX Text

CPP

AutoCAD SHX Text

CPP

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B

A

1 2 3 4 5

AS SHOWN

1620531

TEXAS REGISTERED ENGINEERING FIRM F-2966

D

C

B

A/E Contract No. N62742-17-D-0003

DRAWFORM REVISION: 30 APR 2015

A/E Task Order No. N6274219F0304

JEG NO. WFXO6309

NOTE:

UNLESS OTHERWISE STATED, ALL CIVIL AND

ELECTRICAL PLAN SHEETS DIMENSIONS ARE

IN METERS.

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

DATE

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

FIRE PROTECTION

CN

KY

K. YOSHIMOTO

JC

A

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

CS503

SI

TE

D

ET

AI

LS

NOTE:

UNLESS OTHERWISE STATED, ALL

DIMENSIONS ARE IN MILLIMETERS.

R1-1 610x610

STOP SIGN DETAIL

SCALE

SIGN POST AND SIGN DETAILA1 N.T.S.

(T

YP

BACK OF

CURB

EDGE OF

DRIVEWAY

STOP BAR

T O

STOP SIGN

VARIES

NOTE:

1. IF NO CROSSWALK IS PRESENT AT STOP BAR LOCATION THEN THE STOP BAR MUST

BE PLACED 3600mm FROM EDGE OF DRIVEWAY.

SCALE

STOP BAR DETAILC4 N.T.S.

DIA.

2 6 GALVANIZED STEEL

SQUARE TUBING

WITH 7/16 HOLES

SPACED AT 25 O.C.

51 SQUARE GALVANIZED

STEEL TUBING WITH 7/16

HOLES SPACED AT 25 O.C.

GENERAL NOTES:

1. SIGN DETAILS MUST CONFORM TO THE LATEST EDITIONS OF FHWA PUBLICATIONS

"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS",

"STANDARD ALPHABETS FOR HIGHWAY SIGNS", AND AS AMENDED.

2. SIGN MUST BE HIGH INTENSITY REFLECTIVE SHEETING UNLESS OTHERWISE

SPECIFIED.

3. SIGN MUST HAVE 9.5mm BOLT HOLES DRILLED AT APPROXIMATE LOCATIONS.

4. SIGN LETTERING MUST BE UPPER CASE.

5. SIGN BACKGROUND MUST BE WHITE.

6. PAINT BACK OF SIGN WHITE.

7. REFLECTORIZED SIGNS MUST BE MADE OF ALUMINUM ATTACHED TO STEEL POST

(NO HOLES AND CAPPED AT TOP OF POST) WITH STAINLESS STEEL BOLTS.

SIGN VARIES PER PLAN.

SEE DETAILS TO THE RIGHT

FOR SPECIFIC SIGN

8 DIA. MACHINE

BOLTS BOTH WAYS

SLOPE TO DRAIN

FINISH GRADE

SECTION VIEW

16Ø X127 LONG BOLT

CONCRETE FOOTING

CROSSWALK

REFLECTIVE

WHITE TRAFFIC

PLACARD OR SPECIAL

LICENSE PLATE AND I.D.

REQUIRED

MAXIMUM FINE $500

R7-8 304x457

ACCESSIBLE PARKING

SIGN DETAIL

R7-20 304x152

SCALE

ADA LOGO DETAILC1 N.T.S.

150 WHITE

STRIPE (TYP.)

2400 ACCESS AISLE

CONCRETE

WHEEL STOP

RE: C2/CS506

100 WIDE WHITE

PAVEMENT STRIPE.

SCALE

PARKING SPACE STRIPING DETAILC2 N.T.S.

ACCESSIBLE

SIGN AND POST

RE: A1/CS503

WHITE TRAFFIC

PAINT

R=508 152 102

20°

152305

5°

NOTE: TYPICAL LAYOUT DETAIL.

RETRO REFLECTIVE

WHITE STRIPE

EDGE OF

PAVEMENT

SCALE

ROADWAY EDGE LINE STRIPING DETAILD4 N.T.S.

L

DETAIL "A"

C LINE

0 36

CROSSLINES

WHITE STRIPE

CROSSWALK

WHITE STRIPE

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PARKING

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RESERVED

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A

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1620531

TEXAS REGISTERED ENGINEERING FIRM F-2966

D

C

B

A/E Contract No. N62742-17-D-0003

DRAWFORM REVISION: 30 APR 2015

A/E Task Order No. N6274219F0304

JEG NO. WFXO6309

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

DATE

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

FIRE PROTECTION

CN

KY

K. YOSHIMOTO

JC

A

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

CS506

SI

TE

D

ET

AI

LS

NOTE:

UNLESS OTHERWISE STATED, ALL

DIMENSIONS ARE IN MILLIMETERS.

SCALE

PADLOCKABLE CANE BOLTA3 N.T.S.

NOTES:

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH

MANUFACTURER'S SPECIFICATIONS.

2. DO NOT SCALE DRAWINGS.

3. GATE HEIGHT MUST MATCH THE HEIGHT OF THE CONTAINMENT WALL.

4. REFER TO DETAIL C4 FOR LOUVER CONFIGURATION FOR GATE AND

SECTION 2.7.4 OF SPECULATION 32 31 13.53 FOR MORE INFORMATION.

PADLOCKABLE

CANE BOLT,

RE: A3/CS506

PADLOCKABLE

SLIDE BOLT

60.325 X 7.9375 OR 76.200 X 7.9375

BAR OR SQUARE TUBING

25.400, 38.100, OR 50.800

SQUARE TUBING

NOTES:

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE

WITH MANUFACTURER'S SPECIFICATIONS.

2. DO NOT SCALE DRAWINGS.

RECESSED STRIKE

PADLOCK

(FURNISHED BY

OTHERS)

9.525 X 457.200

CANE BOLT

GATE FRAME

NOTES:

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH

MANUFACTURER'S SPECIFICATIONS.

2. DO NOT SCALE DRAWINGS.

SECTION

SEAL 13 DEEP HOLE

WITH MORTAR

#19 @ 760 LONG

2-25 Ø HOLES

SCALE

TYPICAL BOLLARD DETAILC1 N.T.S.

SCALE

PRECAST CONCRETE WHEEL STOPC2 N.T.S.

SCALE

BIOSECURITY CONTAINMENT METAL LOUVERA1 N.T.S. SCALE

HINGEA4 N.T.S.

STEEL HINGE,

RE: A4/CS506

NOTE:

1. PROVIDE POLYETHYLENE PROTECTIVE COVER.

COLOR MUST BE YELLOW.

SET POST IN CONCRETE

FILL POST WITH

CONCRETE (100 MIN)

100 DIAMETER

GALVANIZED

STEEL PIPE

GRADE

OPEN AREA VISUAL SCREENING MAX. LENGTH

40.8% 100% 1524

DIRECT VISUAL SCREENING

100%

NO GAP

.0

Ø

SCALE

GATE LOUVERSC4 N.T.S.

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6.350 X 44.450

AutoCAD SHX Text

24.602 X 10.319 X 2.381

AutoCAD SHX Text 4.763

KennedK4 Snapshot

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VA

R

IE

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1 2 3 4 5

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A

1 2 3 4 5

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A

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PO

R

T (T

IQ

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N

IA

N

, C N

M I

SY

M

D

ES

C R

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O N

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E

AS SHOWN

1620531

N

AV

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P

AC

IF

IC

TEXAS REGISTERED ENGINEERING FIRM F-2966

D

C

B

A/E Contract No. N62742-17-D-0003

DRAWFORM REVISION: 30 APR 2015

A/E Task Order No. N6274219F0304

JEG NO. WFXO6309

FY

M C

AF

P

-9

/ P

AF

A

PS

I F U

EL

T

AN

KS

W

IT

H R

EC

EI

PT

P

IP

EL

IN

E

H

YD

R

AN

T

SY

ST

EM

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

DATE

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

M

AK

AL

AP

A, H

AW

AI

I

N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G

S

YS

TE

M

S C

O M

M

AN

D

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

FIRE PROTECTION

CN

KY

K. YOSHIMOTO

JC

N

AV

FA

C

P

AC

IF

IC

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y

FI

N

AL

R

E- D

ES

IG

N S

U

BM

IT

TA

L

A

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

CG500

D R

AI

N

AG

E

D

ET

AI

LS

NOTE:

UNLESS OTHERWISE STATED, ALL

DIMENSIONS ARE IN MILLIMETERS.

Ø 900

VA

R

IE

S

NOTES:

1. DRAINAGE MANHOLE IS ASSUMED TO BE A PRECAST MANHOLE, DESIGNED BY THE

CONTRACTOR.

2. DESIGN TO BE BASED ON H20 (147kPa) LOADING.

3. MANHOLES LOCATED ON THE APRON MUST BE AIRCRAFT RATED, BOLTED DOWN, AND DESIGNED

FOR 45,500KG.

4. REFER TO SPECIFICATION 33 40 00 FOR LADDER INFORMATION. FIRST RUNG MUST BE NO MORE

THAN 205MM FROM THE BOTTOM OF THE RIM AND THE BOTTOM RUNG NO MORE THAN 610MM

FROM THE BOTTOM OF THE STRUCTURE. LADDER MUST BE POSITIONED TO NOT BLOCK THE

FLOW OF A PIPE.

6.25 606.25 2525

37.5

768.75

6.25 18.75 18.75

18.75 87.5

6.25

587.5

6.25 43.75

37.5

25 DIA.

HOLE

CAST IRON

56.25

CAST IRON

8-RIBS

SPACED

EQUALLY

FRAME - SECTION A2-B

FRAME - PLAN

COVER - PLAN

COVER - SECTION A2-C

SECTION B SECTION C

18.75

3.

.1

SCALE

STORM DRAIN MANHOLE DETAILA1 N.T.S.

SCALE

MANHOLE FRAME AND COVER DETAILSA3 N.T.S.

SCALE

CATCH BASIN DETAILSB4 N.T.S.

NOTE:

ALL GRATES LOCATED WITHIN 15 METERS OF AIRFIELD PAVEMENT MUST BE BOLTED DOWN.

COVER - BOTTOM VIEW

.7

.1

157.813

.1

VA

R

IE

S

VA

R

IE

S

VA

R

IE

S

NTS

SECTION A1-B

NTS

PLAN

NTS

SECTION A1-C

A2-B

CG500

A2-C

CG500

A1-C

CG500

A1-B

CG500

"C" DIA.

WALL THICKNESS

OF OUTFALL PIPE

(MIN)

SECTION 2

HALF PLAN

SECTION 1

FINISH

GRADE

NOTES:

1. CATCH BASIN IS ASSUMED TO BE A PRECAST CATCH BASIN, DESIGNED BY THE CONTRACTOR.

CONTRACTOR IS RESPONSIBLE FOR EITHER DESIGN AS THE DEPTH VARIES.

2. COVER MUST BE A GRATE WITH A MINIMUM OPEN AREA OF 0.25SM.

3. DESIGN TO BE BASED ON H20 (147kPa) LOADING.

4. CATCH BASINS LOCATED ON AIRFIELD PAVEMENT MUST BE AIRCRAFT RATED, BOLTED DOWN, AND DESIGNED FOR 455,000KG AND WHEEL LOADS WITH 1.72 MPA TIRE PRESSURE.

CG500

CG500

NTS

TYPICAL PLAN VIEW

NTS

INLET GRATE AND FRAME

NTS

ELEVATION

C

TO

GROUT

FLARE ENTRANCE

TO OUTFALL PIPE

OUTFALL PIPE

RIM OR TOP

ELEVATIONFRAME

CHAMFER

37.5 (TYP)

FINISH

GRADE

VA

R

IE

S

PLAIN CONCRETE

(18MPa)

STRAIGHT WALL

LOWER SLANT WALL

STRAIGHT WALL

LOWER SLANT WALL

UPPER SLANT WALL

ADJUST BLOCK

AC PAVEMENT

UPPER ADJUST HEIGHT

(WASHER FOR ADJUSTMENT

AND MORTAR)

Ø 900

ROCK BOLT

(M16)

CAST-IRON

COVER

Ø 900 UPPER ADJUST HEIGHT (WASHER

FOR ADJUSTMENT AND MORTAR)

AC PAVEMENT

CAST-IRON COVER

STRAIGHT WALL

STRAIGHT WALL

LOWER SLANT WALL

UPPER SLANT WALL

ADJUST BLOCK

BODY BLOCK (WALL FOR

PIPE INSTALLATION)

PLAIN CONCRETE

(18MPa)

7@37.5=262.5

MINIMUM

WATERWAY

AREA 0.25SM

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D

C

B

A

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AS SHOWN

1620531

TEXAS REGISTERED ENGINEERING FIRM F-2966

D

C

B

A/E Contract No. N62742-17-D-0003

DRAWFORM REVISION: 30 APR 2015

A/E Task Order No. N6274219F0304

JEG NO. WFXO6309

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

DATE

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

FIRE PROTECTION

CN

KY

K. YOSHIMOTO

JC

A

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

CG501

D R

AI

N

AG

E

D

ET

AI

LS

NOTE:

UNLESS OTHERWISE STATED, ALL

DIMENSIONS ARE IN MILLIMETERS.SCALE

PIPE HEADWALL DETAILSA3 N.T.S.

B

M

IN

GRAVEL

B + 200 MIN.

1/6 B

NOTES:

1. SEE SPECIFICATIONS FOR MATERIAL AND COMPACTION REQUIREMENTS.

2. MAXIMUM PARTICLE SIZE IN GRAVEL MUST BE 12 MM FOR PLASTIC PIPE OR COATED OR WRAPPED PIPE AND 75 MM MAXIMUM

FOR ALL OTHER TYPES OF PIPE.

3. EMBEDMENT SIDE CLEARANCE MUST BE 300 MM FOR PIPES LESS THAN 450 MM IN DIAMETER AND 450 MM FOR PIPE GREATER

THAN 450 MM IN DIAMETER.

4. BEDDING DEPTH MUST BE INCREASED TO 150 MM IN ROCK CUTS.

5. MINIMUM COVER FOR CONSTRUCTION LOADS OVER PLASTIC PIPES MUST BE AS SPECIFIED IN ASTM D 2321.

LEGEND:

B = OUTSIDE PIPE DIAMETER

D = INSIDE PIPE DIAMETER

C

C

C

FINAL BACKFILL

C

LIMESTONE SILTY SAND

C

DETECTABLE

WARNING STRIP

150 ABOVE PIPE

B ,100 MIN.

CL

LC

TABLE OF VARIABLE DIMENSIONS

BARS D BARS E BARS FBARS CBARS BBARS A

T1 T2 U NO. SIZE NO. SIZE NO. SIZE NO. SIZE NO. SIZE NO. SIZE

PIPE

SIZE

D

NUMBER

OF

PIPE* H L W X T & T3**

750 1

1 600 600 1515 800 150

150 250

250 430

430 150

150 5

51000

750 900

1500 3030

2 4

10 4

300 4

NO.SIZENO.

BARS H BARS J

SIZE

SPACING NORMAL

TO CURB

BARS G

NO. SIZE

WINGWALL

BARS F

BAR J

BARS H

BARS G

BARS A

BARS C

BARS D

BARS E AT

12" CENTERS

BARS B

BARS B

BARS E

BARS D

BARS A

BARS C

BAR J

BARS G

BARS A

BARS C

BARS G

BARS F

BARS H AT

12" CENTERS

BAR J

BARS D

BARS B

BAR E

BARS B

GENERAL NOTES:

1. REINFORCING STEEL FY = 60 KSI.

** FOR CONCRETE CAST AGAINST THE EARTH, THE T3 DIMENSION MUST BE INCREASED TO A MINIMUM OF 200.

*** INCREASE CLEARANCE TO A MINIMUM OF 75 IF TRENCHED.

PLAN VIEW NOTES:

1. BARS D MUST BE SPACED AT 300 CENTERS.

2. BARS E MUST BE SPACED AT 300 CENTERS AND MUST BE SPACED SYMMETRICALLY ABOUT CENTERLINE.

3. EMBED BARS F AND H INTO HEADWALL 200.

* FOR MULTIPLE INSTALLATIONS HAVING MORE THAN TWO PIPES THE DIMENSION "X" IS TO BE INCREASED BY THE VALUE D + 3D/4 FOR EACH ADDITIONAL PIPE. ADDITIONAL BARS C & E ARE TO BE PROVIDED AND

SPACED AS SHOWN.

PIPE HEADWALL DETAIL NOTES:

225 TYP.

T H D

X

T3

L T1

U

W

X

6"

T1

D H

T3

T2

SCALE

PIPE BEDDING DETAILC4 N.T.S.

PLAN

TYPICAL WINGWALL SECTION RCP

ELEVATION SECTION ON PIPE L

PIPE HEADWALL DETAILS

C

B

M

IN

BC

C

FINAL BACKFILL

100 MIN.

BEDDING

PLASTIC PIPE

H

AU

N C

H

ZO

N E

IN

IT

IA

L

BA

C

KF

IL

L

SIDE CLEARANCESIDE CLEARANCE

SPRINGLINE

900 1 150 300 480 150 51200 1800 3530 1400 3 4 6 11 4 14 2

#13 #13 #13 #13 #13 #13 #13#13#13

#13 #13 #13 #13 #13 #13 #13#13#13

#13 #13 #13 #13 #13 #13 #13#13#13

#13 #13 #13 #13 #13 #13 #13#13#13

#13 #13 #13 #13 #13 #13 #13#13#13

300 480 150 5 3 4 8 14 4 20 22@200,4@250,4@300 10#13 #13 #13 #13 #13 #13 #13#13#131200 1 1501500 2400 4570 1780

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1 2 3 4 5

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IQ

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, C N

M I

SY

M

D

ES

C R

IP

TI

O N

D

AT

E

AS SHOWN

1620531

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AV

FA

C

P

AC

IF

IC

TEXAS REGISTERED ENGINEERING FIRM F-2966

D

C

B

A/E Contract No. N62742-17-D-0003

DRAWFORM REVISION: 30 APR 2015

A/E Task Order No. N6274219F0304

JEG NO. WFXO6309

FY

M C

AF

P

-9

/ P

AF

A

PS

I F U

EL

T

AN

KS

W

IT

H R

EC

EI

PT

P

IP

EL

IN

E

H

YD

R

AN

T

SY

ST

EM

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

DATE

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

M

AK

AL

AP

A, H

AW

AI

I

N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G

S

YS

TE

M

S C

O M

M

AN

D

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

FIRE PROTECTION

CN

KY

K. YOSHIMOTO

JC

N

AV

FA

C

P

AC

IF

IC

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y

FI

N

AL

R

E- D

ES

IG

N S

U

BM

IT

TA

L

A

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

CG502

D R

AI

N

AG

E

D

ET

AI

LS

NOTE: UNLESS OTHERWISE STATED, ALL DIMENSIONS ARE IN MILLIMETERS.

PIPE SIZE VARIES WYE PVC

450 SQUARE FINISHED GRADE

CLEANOUT

STRAIGHT PIPE

THREADED OUTLET

45° PVC BEND

CONC

COLLAR

PIPE SIZE VARIES

SCALE

GROUND CLEANOUT DETAILC4 N.T.S.

6:1 MAX

VARIES

MITER PIPE TO MATCH SLOPE

DRAIN PIPE FOR STORAGE

TANK, RE: F-111

100 CONCRETE APRON

450 THICK RIP-RAP

D100 = 300 D50 = 200 D10 = 75

SCALE

RIP-RAP DETAILD1 N.T.S.

SCALE

DRAIN PIPE OUTFALLB4 N.T.S.

SCALE

CONCRETE SWALE DETAILC3 N.T.S.

#13 @ 450

OCEW

15 MM Ø

26 MM 358 MM 26 MM

410 MM

26 MM

358 MM 26 MM

410 MM

6 MM

26 MM

26 MM

26 MM

308 MM

340 MM

SCALE

OUTFALL CONTROL STRUCTURE - PLAN VIEWA1 N.T.S. SCALE

OUTFALL CONTROL STRUCTURE - SECTION VIEWA3 N.T.S. SCALE

OUTFALL CONTROL STRUCTURE - PROFILE VIEWA5 N.T.S.

150 THICK 19 MM TO 50 MM

CLEAN CRUSHED GRAVEL

ON FILTER FABRIC

SCALE

BMP TRASH RACKB3 N.T.S.

26 MM

50 MM

1220 MM

50 MM

26 MM

1372 MM

20 MM Ø

NOTE: TRASH RACK MUST BE CONSTRUCTED OF

GALVANIZED STEEL.

2 1

SCALE

PEAK TRASH TRASH RACKB1 N.T.S.

M M

1052 MM

900 MM

M M

900 MM

450 MM

CATCH BASIN,

RE: B4/CG500

BMP PEAK ROOF TRASH RACK

WITH ACCESS HATCH,

RE: B1/CG502

ISOLATION JOINT

BMP TRASH RACK,

RE: B3/CG502

900 MM

900MM

PEAK ROOF TRASH RACK

WITH ACCESS HATCH. MAXIMUM 76 MM

CLEAR OPENING.

RE: A2/CG502

BMP TRASH RACK,

RE: B3/CG502

FG

50 MM DIA. ORIFICE

FG

FG

CONCRETE GROUT FILL AS

NEEDED TO TRANSITION

BETWEEN THE FLOWLINES

FINISHED GRADE

LINE (BEYOND)

RIP RAP PILOT CHANNEL

ELEV. A

D

D

SECTION D-D

SECTION C-C

CC

NOTES:

1. TRASH RACKS MUST BE CONSTRUCTED OF GALVANIZED STEEL.

RE: A2/CG502

RE: A5/CG502

M M

300MM (MIN)

COVER

RIP RAP,

RE: D1/CG502

CONCRETE SLAB,

RE: D1/CS501

CATCH BASIN,

RE: B4/CG500

CATCH BASIN,

RE: B4/CG500

CONCRETE GROUT

FILL AS NEEDED TO

TRANSITION

BETWEEN THE

FLOWLINES

ELEV. A

375 MM RCP

17256602

AM

EN

D M

EN

T

N O

. 0

M

AR

03/09/2022

03/23/2022

Evan Mizue

KennedK4 Snapshot

KennedK4

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

TI

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IA

N

IN

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R N

AT

IO

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A

IR

PO

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T (T

IQ

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FA

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G

C O

M M

AN

D

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC DATE

APPROVED

AS SHOWN

1620531

FIRE PROTECTION

N

AV

FA

C

P

AC

IF

IC

A/E INFO

A/E Contract No. N62742-17-D-0003

SY

M

D

ES

C R

IP

TI

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FY

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A/E Task Order No. N6274219F0304

JEG NO. WFXO6309

DRAWFORM REVISION: 30 APR 2015

DES DRW CHK

CHECK GRAPHIC SCALES BEFORE USING

ALL DIMENSIONS ARE METERS (m)

UNLESS OTHERWISE NOTED

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

CN

KY

K. YOSHIMOTO

JC

Daniel C. Weathers

CE-14866

M

AT

C H

LI

N

E C

F1

M

AT

C H

LI

N

E C

F1

NORTH

SCALE: 1:500

POL PIPELINE PLAN 10C2

PO

L

PI

PE

LI

N

E

PL

AN

A

N D

P R

O

FI

LE

CF111

17256697

MPF SMH CAB

CF111

SCALE: H:1:500

POL PIPELINE PROFILE 10A2

V:1:50

NOTES

1. VERIFY OVERHEAD GUY WIRE. REMOVE AND REPLACE AS

NEEDED TO INSTALL POL LINE. BRACE POLE AS NECESSARY

DURING CONSTRUCTION.

SURFACING TABLE

STATIONS EXISTING

SURFACE

NEW

SURFACE

TRENCH

SECTION

CLEARING

LIMITS

3+747 - 3+755 ASPHALT ASPHALT B2/CS501 B2/CS501

Daniel C. Weathers

CE-14866

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

TI

N

IA

N

IN

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R N

AT

IO

N

AL

A

IR

PO

R

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IQ

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N

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N

, C N

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FA

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IF

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AN

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CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC DATE

APPROVED

AS SHOWN

1620531

FIRE PROTECTION

N

AV

FA

C

P

AC

IF

IC

A/E INFO

A/E Contract No. N62742-17-D-0003

SY

M

D

ES

C R

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FY

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AN

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FI

N

AL

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E- D

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U

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TA

L

A/E Task Order No. N6274219F0304

JEG NO. WFXO6309

DRAWFORM REVISION: 30 APR 2015

DES DRW CHK

CHECK GRAPHIC SCALES BEFORE USING

ALL DIMENSIONS ARE METERS (m)

UNLESS OTHERWISE NOTED

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

CN

KY

K. YOSHIMOTO

JC

Daniel C. Weathers

CE-14866

PO

L

PI

PE

LI

N

E

PL

AN

A

N D

P R

O

FI

LE

CF112

17256698

MPF SMH CAB

SCALE: 1:500

POL PIPELINE PLAN 11C2

NORTH

SCALE: H:1:500

POL PIPELINE PROFILE 11A2

V:1:50

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

TI

N

IA

N

IN

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R N

AT

IO

N

AL

A

IR

PO

R

T (T

IQ

TI

N

IA

N

, C N

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C

P

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D

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EN

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C O

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AN

D

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC DATE

APPROVED

AS SHOWN

1620531

FIRE PROTECTION

N

AV

FA

C

P

AC

IF

IC

A/E INFO

A/E Contract No. N62742-17-D-0003

SY

M

D

ES

C R

IP

TI

O N

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AT

E

FY

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-9

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AN

T

SY

ST

EM

FI

N

AL

R

E- D

ES

IG

N S

U

BM

IT

TA

L

A/E Task Order No. N6274219F0304

JEG NO. WFXO6309

DRAWFORM REVISION: 30 APR 2015

DES DRW CHK

CHECK GRAPHIC SCALES BEFORE USING

ALL DIMENSIONS ARE METERS (m)

UNLESS OTHERWISE NOTED

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

CN

KY

K. YOSHIMOTO

JC

Daniel C. Weathers

CE-14866

M

AT

C H

LI

N

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F1

SCALE: 1:500

POL PIPELINE PLAN 12C2

NORTH

PO

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LE

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17256699

MPF SMH CAB

CF113

SCALE: H:1:500

POL PIPELINE PROFILE 12A2

V:1:50

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

TI

N

IA

N

IN

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R N

AT

IO

N

AL

A

IR

PO

R

T (T

IQ

TI

N

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IN

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G

C O

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AN

D

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC DATE

APPROVED

AS SHOWN

1620531

FIRE PROTECTION

N

AV

FA

C

P

AC

IF

IC

A/E INFO

A/E Contract No. N62742-17-D-0003

SY

M

D

ES

C R

IP

TI

O N

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AT

E

FY

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-9

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EI

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IP

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IN

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YD

R

AN

T

SY

ST

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N

AL

R

E- D

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IG

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U

BM

IT

TA

L

A/E Task Order No. N6274219F0304

JEG NO. WFXO6309

DRAWFORM REVISION: 30 APR 2015

DES DRW CHK

CHECK GRAPHIC SCALES BEFORE USING

ALL DIMENSIONS ARE METERS (m)

UNLESS OTHERWISE NOTED

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

CN

KY

K. YOSHIMOTO

JC

Daniel C. Weathers

CE-14866

MATCHLINE CF113

M

AT

C H

LI

N

E C

F1

NORTH

SCALE: 1:500

POL PIPELINE PLAN 13C2

PO

L

PI

PE

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N

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AN

A

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P R

O

FI

LE

CF114

17256700

MPF SMH CAB

CF114

SCALE: H:1:500

POL PIPELINE PROFILE 13A2

V:1:50

SURFACING TABLE

STATIONS EXISTING

SURFACE

NEW

SURFACE

TRENCH

SECTION

CLEARING

LIMITS

4+443 - 4+448 ASPHALT ASPHALT B2/CS501 B2/CS501

4+448 - 4+660 VEGETATION GRAVEL

ROAD C5/CF501 3 m EITHER

SIDE OF

WEEP HOLE, ALIGNED

OVER RADIAL GUTTER

TANK

SHELL

BOTTOM

PLATE

GEOMEMBRANE

6 x 50 CONT STAINLESS STEEL

BATTEN BAR WITH SLOTTED

HOLES @ 250 OC

10 DIA HEX HEAD NUT

10 DIA

HEX BOLT

40 mm LONG

6 x 75 CONT CARBON

STEEL PLATE W/

SLOTTED

HOLES @ 250 OC

FLAT WASHER

GEONET

SCALE: 1:1

GEOMEMBRANE ATTACHMENT DETAILD2

16 DIA BRACKET

ORIENTED TOWARDS

CENTER OF TANK

AT EACH SUPPORT

TANK

BOTTOM

PLATE

P 30 x 380 SQ W/ R50

CORNERS

254 DIA

EXTRA

STRONG

PIPE (TYP)

L

P 30 x 380 SQ

W/ R50 CORNERS

AND 150 DIA HOLE

FOR CONCRETE FILL

L

TOP

AND

BOT

TANK ROOF PLATE

13 DIA

25 DIA MIN

TANK SHELL

GEONET

GEOMEMBRANE

L100 x 100 x 10 x 200 LG

TOP OF STEEL TANK

ELEV = 85.725

SEAL GEOMEMBRANE

AROUND LEAKAGE

TEST PIPE

THREADED

CAP

LEAKAGE

TEST PIPE

38 DIA STD WT

0±

0±

0±

TOP OF STEEL

FLOOR PLATE

AT SHELL

ELEV = 78.500

TOP OF

STEEL TANK

ELEV = 85.725

6 mm TOP PLATE

75 x 75 x 7.9

RIM ANGLE

10 mm THICK

3RD SHELL COURSE

10 mm THICK

2ND SHELL COURSE

10 mm THICK

1ST SHELL COURSE

8 mm THICK

BOTTOM PLATE

75 18 680 ID

STEEL TANK

5%

GEOMEMBRANE

D2

SP502

D3

SP502

D5

SP502

2 PASS

GEONET

CJP 4 (TYP)

TANK ROOF

PLATE

HEX

HEAD NUT

FLAT

WASHER

10 DIA

THREADED STUD

50 LONG @ 500 OC

6 x 50 CONT STAINLESS

STEEL BATTEN BAR

WITH SLOTTED HOLES

GEOMEMBRANE

GEONET

SEALANT

FLOOR 8LP

5 x 50 STEEL

BACKER BAR

POCKET IN GROUT

FOR BACKER BAR

FLOOR 8LP

5x50 STEEL

BACKER BAR

RING 13LP

3 200

SCALE: 1:1

FLOOR JOINT AT SUMP RINGC3

POCKET IN GROUT

FOR BACKER BAR

SCALE: 1:1

ROOF JOINTB5

ROOF 6LP

300300300 300 300 30010

TY

P

TY

P

13 DIA ADHESIVE

ANCHOR BOLT

W/ 150 MIN EMBED

(TYP OF 4)

TY

P

CONC ID 2 000

STEEL SUMP

ID ABOVE

W200 x 15

(TYP OF 7)

L55 x 55 x 5

EA SPACE

CL

BEAM

CL

BEAM

CL

BEAM

CL

BEAM

CL

BEAM

CL

BEAM

CL

BEAM

NOTES

1. DIMENSIONS ARE APPROXIMATE.

2. TANK BOTTOM (FOR SHELL HEIGHT DIMENSIONS) IS THE TOP

ELEVATION OF BOTTOM PLATE AT SHELL-TO-BOTTOM JOINT.

SHELL MANHOLE DIMENSIONS

T LHR WHR DHR

8 1 850 2 235 920

L

HR

L H R

WHR

DHR

ALTERNATIVE SHAPE IF REQUIRED

TO MEET WELD SPACING REQUIREMENTS

NAME PLATE

DHR/2

TYP

T

O

D

BO

LT

C

IR

C

LE

D

IA

DAVIT, BY MFR

16 DIA

BAR HANDLE

(42) 22 DIA HOLES EQ

SPACED - STRADDLE VERT

CENTERLINE. PROVIDE 19 DIA

HEX HEAD BOLTS AND NUTS

SP503

A3

1 898

SEE MECH

TANK AXIS

TANK

BOTTOM

PLATE

5%

A1

SP502

SS L50 x 50 x 6 (4 @ 90°)

400 DIA

400 DIA

6 SS PLATE

USE E-308L

ELECTRODES

NOTE

1. BEARING TABLE TO BE LOCATED BENEATH HATCH & PIPE. SEE

MECHANICAL.

TANK

BOTTOM

PLATE

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

TI

N

IA

N

IN

TE

R N

AT

IO

N

AL

A

IR

PO

R

T (T

IQ

TI

N

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N

, C N

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IF

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EN

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C O

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AN

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CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC DATE

APPROVED

AS SHOWN

1620531

FIRE PROTECTION

N

AV

FA

C

P

AC

IF

IC

SEAL

A/E INFO

A/E Contract No. N62742-17-D-0003

SY

M

D

ES

C R

IP

TI

O N

D

AT

E

FY

M C

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P

-9

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A/E Task Order No. N6274219F0304

JEG NO. WFXO6309

DRAWFORM REVISION: 30 APR 2015

ENGINEERING, INC.

DES DRW CHK

CHECK GRAPHIC SCALES BEFORE USING

ALL DIMENSIONS ARE MILLIMETERS (mm)

UNLESS OTHERWISE NOTED

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

CN

KY

K. YOSHIMOTO

JC

SJDMJBDAS

17256764

SP502

ST

EE

L

TA

N K

D

ET

AI

LS

SCALE: 1:20

0 200 400 800

SCALE: 1:5

0 50 100 200

SCALE: 1:10

0 100 200 400

SCALE: 1:1

FLOOR JOINTC2

SCALE: 1:20

ROOF SUPPORT COLUMNB4

SCALE: 1:4

LEAK DETECTION PIPE (TYP OF 4)D3 SCALE: 1:1

GEOMEMBRANE ATTACHMENT

TO THREADED STUD

D5

SCALE: NTS

ANCHOR STUD DETAILA3 SCALE: 1:20

SUPPORT BEAMS BELOW SUMPA4

TANK STEEL WALL SECTION

SCALE: 1:5C1

SCALE: 1:20

SHELL MANHOLE DETAILA2

SCALE: 1:20

MANHOLE COVERB3

SCALE: 1:20

STEEL SUMP DETAILB1

SCALE: 1:10

BEARING TABLEA1

SCALE: 1:1

0 10 20 40

SCALE: 1:4

0 40 80 160

C

B

A

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 559 X 864

REDUCED PRINT. USE GRAPHIC SCALES

1 2 3 4 5

D

C

B

A

24 SEP 2021

For Amendment 4

ES105

SI

TE

P

LA

N

AR

EA

ATG BB AM

1 2 3 4 5

D

C

B

A

1 2 3 4 5

AS SHOWN

1620531

TEXAS REGISTERED ENGINEERING FIRM F-2966

D

C

B

A/E Contract No. N62742-17-D-0003

DRAWFORM REVISION: 30 APR 2015

A/E Task Order No. N6274219F0304

JEG NO. WFXO6309

NORTH

AREA 5

KEY PLANNOTE:

UNLESS OTHERWISE STATED, ALL CIVIL AND

ELECTRICAL PLAN SHEETS DIMENSIONS ARE

IN METERS.

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

DATE

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

FIRE PROTECTION

CN

KY

K. YOSHIMOTO

JC

A

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

SCALE

SITE PLAN - AREA 5A1 1:400

KEYNOTES

001 PROVIDE MAINTENANCE HOLE. RE: A1/E-501. TYP.

002 PROVIDE FUSED CUT-OUTS TO TRANSITION FROM

OVERHEAD TO UNDERGROUND. RE: A1/E-502.

003 PROVIDE PAD-MOUNTED TRANSFORMER. RE: A1/E-503 FOR

DETAIL AND E-602 FOR ONE LINE DIAGRAM.

004 RE: EP102 FOR SECONDARY INTO THE BUILDING AND E-602

FOR WIRE AND CONDUIT SIZES.

005 PROVIDE HANDHOLE. RE: A3/E-502. TYP.

006 PROVIDE A PRIMARY METERING UNIT CABINET FOR

COMMONWEALTH UTILITIES CORPORATION METERING, PER

UTILITY COMPANY REQUIREMENTS, INCLUSIVE OF METER

SOCKETS, CABINETS, METERING DEVICES, CONDUITS, ETC.,

FOR A COMPLETE AND OPERATIONAL SYSTEM. THIS

INCLUDES, BUT IS NOT LIMITED TO, (3) EACH POTENTIAL

TRANSFORMERS AND CURRENT TRANSFORMERS, AND

13/JAW WITH TEST SWITCH METER BASE MOUNTED TO THE

POLE. RE: A1/E-502.

007 PROVIDE 480V, 3 PHASE FEEDER (3#12, 1#12G IN 53 MM

CONDUIT) TO POWER LIGHTS. RE: C3/E-505 FOR CIRCUITING

DIAGRAM.

008 CONNECT TO EXISTING IT&E COMMUNICATIONS HANDHOLE.

009 PROVIDE (1) 103 MM CONCRETE ENCASED CONDUIT. RE:

A3/E-631 AND C3/E-505 FOR CONDUIT QUANTITIES AND

ADDITIONAL PATHWAY INFORMATION.

010 NOT USED.

011 ROUTE ELECTRICAL DUCTBANK BELOW COMMUNICATIONS

DUCTBANK CROSSING.

012 PROVIDE (1) 53 MM CONDUIT FOR INTRINSICALLY SAFE

CIRCUITING. RE: EI662 FOR CONDUCTOR SIZING.

013 RE: A1/E-509 FOR PRODUCT RECOVERY TANK DETAIL.

014 RE: A1/ES106 FOR CONTINUATION TO MARINE OFFLOADING

AREA.

015 MOUNT EMERGENCY SHUT OFF ON STAINLESS STEEL

STRUCTURAL METAL CHANNEL STAND. COORDINATE

BOLLARD LOCATION WITH CIVIL. RE: B3/E-506.

016 PROVIDE (1) 53 MM CONDUIT FOR EFSO WIRING.

017 PROVIDE (1) 53 MM CONDUIT FOR POWERING PRODUCT

RECOVERY TANK.

SFA-20

SFA-30

SA2

009011

GENERAL NOTES

A REFER TO THESE SHEETS FOR ADDITIONAL INFORMATION:

GI015/GI016 - HAZARDOUS AREA PLANS

E-001 - GENERAL NOTES AND LEGEND.

E-601 - ONE-LINE DIAGRAM.

E-611/E-612 - LUMINAIRE SCHEDULE AND DETAILS.

E-621 - EQUIPMENT INFORMATION AND CIRCUIT NUMBERS.

EI654, EI655, EI661 - EFSO PB SWITCH CONTROL DIAGRAM.

NUMBERS NEXT TO SWITCH INDICATE UNIQUE ID.

B PROVIDE CONCRETE ENCASEMENT UNDER PAVEMENT, UP TO

1.5 M BEYOND THE EDGE OF PAVEMENT FOR UNDERGROUND

CONDUIT. ENCASE PRIMARY CONDUIT FOR THE FULL LENGTH.

S-HP:15,17,19

AB

SFA-20

S-HP:15,17,19

AB

SFA-20

S-HP:15,17,19

CA

S-HP:

15,17,19

BC

S-HP:

16,18,20

AB

SA2-2

S-HP:16,18,20

BC

SA2

S-HP:16,18,20

CA

SA2

S-HP: 15,17,19

BC

17256873

012 012

AM

EN

D M

EN

T

M

AR

ANDREW T. GARDNER

OF

A

130901

24 SEP 2021

For Amendment 4

SCALE: 1:100

0 2000 4000

1 2 3 4 5

D

C

B

A

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 559 X 864

REDUCED PRINT. USE GRAPHIC SCALES

1 2 3 4 5

D

C

B

A

24 SEP 2021

For Amendment 4

SCALE: 1:100

0 2000 4000

1 2 3 4 5

D

C

B

A

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

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D

C

B

A

24 SEP 2021

For Amendment 4

8 TEST RESET

A B C D E F G

7 SIL ACK

1 2 3 4 5

D

C

B

A

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

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D

C

B

A

A B C D E

5 SIL ACK

6 TEST RESET

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D

C

B

A

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 559 X 864

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D

C

B

A

C

B

A

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

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D

C

B

A

ANDREW T. GARDNER

OF

A

130901

24 SEP 2021

For Amendment 4

C

B

A

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

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D

C

B

A

C

B

A

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

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ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 559 X 864

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D

C

B

A

C

B

A

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

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ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 559 X 864

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D

C

B

A

C

B

A

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

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ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 559 X 864

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D

C

B

A

C

B

A

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

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ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 559 X 864

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D

C

B

A

C

B

A

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 559 X 864

REDUCED PRINT. USE GRAPHIC SCALES

1 2 3 4 5

D

C

B

A

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 65 PAGES

PART B: FY19 P-9030 APSI Cargo Pad with Taxiway Extension, Tinian

02 41 00 SD-01 Preconstruction Submittals

1.2.1 GDemolition Plan

1.10Existing Conditions

SD-07 Certificates

1.6 GNotification

03 30 00 SD-01 Preconstruction Submittals

1.6.3.1Concrete Curing Plan

1.6.5 GQuality Control Plan

1.6.6 GQuality Control Personnel

Certifications

1.6.6Quality Control Organizational

Chart

1.6.8 GLaboratory Accreditation

1.6.2.1 GForm Removal Schedule

3.3.8Maturity Method Data

SD-02 Shop Drawings

1.6.2.1Formwork

1.6.2.2 GReinforcing Steel

SD-03 Product Data

2.4.4Joint Sealants

2.4.3Joint Filler

2.1Formwork Materials

2.3.1Cementitious Materials

2.4.5Vapor Retarder

2.4.1Concrete Curing Materials

2.6Reinforcement

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03 30 00 2.3.4Admixtures

2.6.5Reinforcing Fibers

2.6.2Mechanical Reinforcing Bar

Connectors

2.2.2Waterstops

2.2.3Biodegradable Form Release

Agent

1.6.3.2Pumping Concrete

2.4.2Nonshrink Grout

SD-05 Design Data

1.6.1.2 GConcrete Mix Design

1.6.1.1Formwork Calculations

SD-06 Test Reports

1.6.1.2 GConcrete Mix Design

1.6.4.1Fly Ash

1.6.4.1Pozzolan

1.6.4.2Slag Cement

1.6.4.3Aggregates

1.6.4.4 GFiber-Reinforced Concrete

3.13.2.3 GCompressive Strength Tests

3.13.2.5Unit Weight of Structural

Concrete

3.13.2.6Chloride Ion Concentration

3.13.2.4Air Content

3.13.2.1Slump Tests

2.3.2Water

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03 30 00 SD-07 Certificates

2.6.1Reinforcing Bars

1.8Welder Qualifications

1.6.3.3VOC Content for Form Release

Agents, Curing Compounds, and

Concrete Penetrating Sealers

1.6.3.4Safety Data Sheets

1.6.6.2Field Testing Technician and

Testing Agency

SD-08 Manufacturer’s Instructions

2.4.4Joint Sealants

2.4.1Curing Compound

04 20 00 SD-02 Shop Drawings

3.3.2.1Cut CMU

3.4.1.1Detail Drawings

SD-03 Product Data

1.5.1Hot Weather Procedures

2.4.1.1Cementitious Materials

SD-04 Samples

2.2.2.2Concrete Masonry Units (CMU)

2.4.1.3Admixtures for Masonry Mortar

2.6.2Anchors, Ties, and Bar

Positioners

2.6.3Joint Reinforcement

SD-05 Design Data

2.1.2Masonry Compressive Strength

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04 20 00 3.2.4Bracing Calculations

SD-06 Test Reports

3.6.1.1Field Testing of Mortar

3.6.1.2Field Testing of Grout

SD-07 Certificates

1.3.1Special Masonry Inspector

Qualifications

2.2.2.2Concrete Masonry Units (CMU)

2.2.3Precast Concrete Units

2.4.1.1Cementitious Materials

2.4.1.3Admixtures for Masonry Mortar

2.4.2.2Admixtures for Grout

2.6.2Anchors, Ties, and Bar

Positioners

2.6.3Joint Reinforcement

SD-08 Manufacturer’s Instructions

2.4.1.3Admixtures for Masonry Mortar

2.4.2.2Admixtures for Grout

05 05 23.16 SD-01 Preconstruction Submittals

3.2 GWelding Quality Assurance Plan

SD-03 Product Data

1.3 GProcedure Qualification Records

1.3.4Welder, Welding Operator, and

Tacker Performance Qualification

Records

1.3.2Previous Qualifications

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05 05 23.16 1.3.3 GPre-Qualified Procedures

2.2Welding Electrodes and Rods

SD-06 Test Reports

3.3Nondestructive Testing

3.2Weld Inspection Log

SD-07 Certificates

1.3.1Welding Procedure Specifications

(WPS)

1.3.1Procedure Qualification Records

(PQR)

1.3.1Welder Performance

Qualifications (WPQ)

1.3.1Welder Logs

1.3.5Certified Welding Inspector

1.3.5Nondestructive Testing Personnel

05 12 00 SD-01 Preconstruction Submittals

1.4.1.1 GErection Drawings

SD-02 Shop Drawings

1.4.2 GFabrication Drawings

SD-03 Product Data

2.4.1Welding Electrodes and Rods

2.4.2Non-Shrink Grout

2.2.3Gratings

SD-06 Test Reports

2.3Bolts, Nuts, and Washers

3.6.1.2Weld Inspection Reports

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05 12 00 3.6.2Embrittlement Test Reports

SD-07 Certificates

2.2Steel

2.3Bolts, Nuts, and Washers

2.5Galvanizing

1.3AISC Structural Steel Fabricator

Quality Certification

1.3AISC Structural Steel Erector

Quality Certification

1.4.3.1Welding Procedures and

Qualifications

2.4.1Welding Electrodes and Rods

3.6.1.1Certified Welding Inspector

3.6.1.2NDT Technician

3.4Welding Procedure Specifications

(WPS)

05 40 00 SD-02 Shop Drawings

1.6.1 GFraming Components

SD-03 Product Data

2.1Studs, Joists

2.1 SRecycled Content of Steel

Products

SD-05 Design Data

1.6.2 GMetal Framing Calculations

SD-07 Certificates

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