Amendment 0006_Revised Specifications F76 Pier 3.pdf

Replace Fuel Pipeline from Pier 3 to Bulk Storage (Final) 1606884 NAVSTA ROTA, Spain

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/15, CHG 2: 08/21

PART 1 GENERAL

1.1 SUBMITTALS

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.3 CONTRACT DRAWINGS

1.4 LOCATION OF UNDERGROUND UTILITIES

1.4.1 Notification Prior to Excavation

1.5 SALVAGE MATERIAL AND EQUIPMENT

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --ms2241 SECTION 01 11 00 Page 1 February 02, 2026

SECTION 01 11 00

SUMMARY OF WORK

08/15, CHG 2: 08/21

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals Salvage Plan ; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

This work replaces existing aged fuel piping from bulk storage (ML-2) to Pier #3 with a new 20-inch transfer pipeline (approx. pipeline length 9350 LF). The piers are currently limited in flow and/or concurrent delivery due to existing main line characteristics. The pipeline will be routed underground parallel or nearby to the existing transfer pipelines. This pipeline shall replace the existing 24 inch fuel oil line in kind and shall connect to existing fuel lines in ML-1 and ML-2 where existing 24 inch fuel oil line connects currently. The existing metering assembly near Pier 3 need not be replaced. The new pipe shall connect to the marine loading arms at Pier 3 where the 24 inch line connects currently. The new line shall replace all of the risers from the existing 24 inch fuel oil line on Pier 3 and shall connect to auxiliary and stripping pipelines near building 612 where the existing 24 inch line connects currently. The project will include impressed current cathodic protection to the pipeline and will require the appropriate isolation valves, equipment, coating systems for aboveground and underground piping, and accessories similar to what has been provided for the existing transfer pipelines. The project also provides high point vent and low point drain connection, thermal relief, and all other appurtenances required by UFC 3-460-01. Valves in the 20 inch line shall be full bore plug valves (dual block and bleed).

Valves connecting the new pipeline to laterals in ML1 and ML-2 shall match the diameter of the lateral pipeline.

1.2.2 Location

The work is located at the NAVSTA Rota, Spain , approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 CONTRACT DRAWINGS

The following drawings accompany this specification and are a part thereof.

ms2241 SECTION 01 11 00 Page 2 February 02, 2026

SHEET

NUMBER /

NÚMERO

DE PLANO

NAVFAC NO. SHEET TITLE TÍTULO DE PLANO

GENERAL / GENERAL

G-001 14142702 COVER SHEET PORTADA

G-002 14142703 INDEX - SHEET 1 ÍNDICE - PLANO 1

G-003 14142704 INDEX - SHEET 2 ÍNDICE - PLANO 2

G-004 14142705 GENERAL ABBREVIATION SHEET PLANO DE ABREVATURAS GENERALES

CIVIL: CIVIL-GENERAL / URBANIZACIÓN: URBANIZACIÓN - GENERAL

C-001 14142706 CIVIL LEGEND - SHEET 1 LEYENDA DE URBANIZACIÓN -

PLANO 1

C-002 14142707 CIVIL LEGEND - SHEET 2 LEYENDA DE URBANIZACIÓN -

PLANO 2

CIVIL: CIVIL DEMO / URBANIZACIÓN: URBANIZACIÓN - DEMOLICIONES

CD101 14142708 SITE DEMOLITION KEY PLAN PLANTA DE REFERENCIA DE

DEMOLICIÓN DE EXTERIORES

CD106 14142709 DEMOLITION PLAN PLANTA DE DEMOLICIÓN

CD107 14142710 DEMOLITION PLAN PLANTA DE DEMOLICIÓN

CD108 14142711 DEMOLITION PLAN PLANTA DE DEMOLICIÓN

CD109 14142712 DEMOLITION PLAN PLANTA DE DEMOLICIÓN

CD110 14142713 DEMOLITION PLAN PLANTA DE DEMOLICIÓN

ms2241 SECTION 01 11 00 Page 3 February 02, 2026

CD111 14142714 DEMOLITION PLAN PLANTA DE DEMOLICIÓN

CD112 14142715 DEMOLITION PLAN PLANTA DE DEMOLICIÓN

CD113 14142716 DEMOLITION PLAN PLANTA DE DEMOLICIÓN

CD114 14142717 DEMOLITION PLAN PLANTA DE DEMOLICIÓN

CD115 14142718 DEMOLITION PLAN PLANTA DE DEMOLICIÓN

CD116 14142719 DEMOLITION PLAN PLANTA DE DEMOLICIÓN

CD117 14142720 DEMOLITION PLAN PLANTA DE DEMOLICIÓN

CD118 14142721 DEMOLITION PLAN PLANTA DE DEMOLICIÓN

CD119 14142722 DEMOLITION PLAN PLANTA DE DEMOLICIÓN

CD120 14142723 DEMOLITION PLAN PLANTA DE DEMOLICIÓN

CIVIL: CIVIL-SITE / URBANIZACIÓN: URBANIZACIÓN - EXTERIORES

C-101 14142724 OVERALL SITE KEY PLAN PLANTA DE REFERENCIA DE

EXTERIORES GENERAL

C-106 14142725 SITE PLAN PLANTA DE EXTERIORES

C-107 14142726 SITE PLAN PLANTA DE EXTERIORES

C-108 14142727 SITE PLAN PLANTA DE EXTERIORES

C-109 14142728 SITE PLAN PLANTA DE EXTERIORES

C-110 14142729 SITE PLAN PLANTA DE EXTERIORES

C-111 14142730 SITE PLAN PLANTA DE EXTERIORES

ms2241 SECTION 01 11 00 Page 4 February 02, 2026

C-112 14142731 SITE PLAN PLANTA DE EXTERIORES

C-113 14142732 SITE PLAN PLANTA DE EXTERIORES

C-114 14142733 SITE PLAN PLANTA DE EXTERIORES

C-115 14142734 SITE PLAN PLANTA DE EXTERIORES

C-116 14142735 SITE PLAN PLANTA DE EXTERIORES

C-117 14142736 SITE PLAN PLANTA DE EXTERIORES

C-118 14142737 SITE PLAN PLANTA DE EXTERIORES

C-119 14142738 SITE PLAN PLANTA DE EXTERIORES

C-120 14142739 SITE PLAN PLANTA DE EXTERIORES

C-401 14142740 ENLARGED SITE PLAN - SHEET 1 PLANTA AMPLIADA DE EXTERIORES

- PLANO 1

C-402 14142741 ENLARGED SITE PLAN - SHEET 2 PLANTA AMPLIADA DE EXTERIORES

- PLANO 2

C-403 14142742 ENLARGED SITE PLAN - SHEET 3 PLANTA AMPLIADA DE EXTERIORES

- PLANO 3

C-404 14142743 ENLARGED SITE PLAN - SHEET 4 PLANTA AMPLIADA DE EXTERIORES

- PLANO 4

C-501 14142744 CIVIL DETAILS DETALLES DE URBANIZACIÓN

C-502 14142745 CIVIL DETAILS DETALLES DE URBANIZACIÓN

C-503 14142746 CIVIL DETAILS DETALLES DE URBANIZACIÓN

C-504 14142747 DETAILS - FENCING DETALLES - VALLA

ms2241 SECTION 01 11 00 Page 5 February 02, 2026

C-505 14142748 DETAILS - FENCING DETALLES - VALLA

CIVIL: CIVIL GRADING / URBANIZACIÓN: NIVELACIÓN DE URBANIZACIÓN

CG401 14142749 ENLARGED GRADING PLAN - SHEET 1 PLANTA AMPLIADA DE NIVELACIÓN

- PLANO 1

CG402 14142750 ENLARGED GRADING PLAN - SHEET 2 PLANTA AMPLIADA DE NIVELACIÓN

- PLANO 2

STRUCTURAL / ESTRUCTURA

S-021 14142751 STRUCTURAL NOTES - SHEET 1 NOTAS DE ESTRUCTURA - PLANO 1

S-022 14142752 STRUCTURAL NOTES - SHEET 2 NOTAS DE ESTRUCTURA - PLANO 2

S-521 14142753 TYPICAL REINFORCING DETAILS DETALLES TÍPICOS DE ARMADO

S-522 14142754 TYPICAL FOUNDATION DETAILS DETALLES TÍPICOS DE CIMENTACIÓN

S-523 14142755 MISCELLANEOUS DETAILS DETALLES VARIOS

S-524 14142756 MISCELLANEOUS DETAILS DETALLES VARIOS

S-530 14142757 TYPICAL PIPE SUPPORT DETAILS DETALLES TÍPICOS DE SOPORTES

DE TUBERÍAS

MECHANICAL: MECHANICAL-GENERAL / MECÁNICA: MECÁNICA - GENERAL

M-001 14142758 MECHANICAL LEGEND LEYENDA DE MECÁNICA

MECHANICAL: MECHANICAL - DEMOLITION / MECÁNICA: MECÁNICA - DEMOLICIONES

MD101 14142759 MECHANICAL DEMOLITION KEY PLAN PLANTA DE REFERENCIA DE

DEMOLICIÓN

ms2241 SECTION 01 11 00 Page 6 February 02, 2026

MD102 14142760 MECHANICAL DEMOLITION PLAN PLANTA DE DEMOLICIONES DE

MECÁNICA

MD103 14142761 MECHANICAL DEMOLITION PLAN PLANTA DE DEMOLICIONES DE

MECÁNICA

MD104 14142762 MECHANICAL DEMOLITION PLAN PLANTA DE DEMOLICIONES DE

MECÁNICA

MD105 14142763 MECHANICAL DEMOLITION PLAN PLANTA DE DEMOLICIONES DE

MECÁNICA

MD106 14142764 MECHANICAL DEMOLITION PLAN PLANTA DE DEMOLICIONES DE

MECÁNICA

MD107 14142765 MECHANICAL DEMOLITION PLAN PLANTA DE DEMOLICIONES DE

MECÁNICA

MD108 14142766 MECHANICAL DEMOLITION PLAN PLANTA DE DEMOLICIONES DE

MECÁNICA

MD109 14142767 MECHANICAL DEMOLITION PLAN PLANTA DE DEMOLICIONES DE

MECÁNICA

MD110 14142768 MECHANICAL DEMOLITION PLAN PLANTA DE DEMOLICIONES DE

MECÁNICA

MD111 14142769 MECHANICAL DEMOLITION PLAN PLANTA DE DEMOLICIONES DE

MECÁNICA

MD119 14142770 MECHANICAL DEMOLITION PLAN PLANTA DE DEMOLICIONES DE

MECÁNICA

MD120 14142771 MECHANICAL DEMOLITION PLAN

ML-1 TO ML-2

PLANTA DE DEMOLICIONES DE

MECÁNICA DE ML1 A ML-2

MD401 14142772 DEMOLITION PLAN VP-1 MANHOLE PLANTA DE DEMOLICIÓN DE POZO

VP-1

MD402 14142773 DEMOLITION PLAN VP-1.5 MANHOLE PLANTA DE DEMOLICIÓN DE POZO

VP-1.5

ms2241 SECTION 01 11 00 Page 7 February 02, 2026

MD403 14142774 DEMOLITION PLAN BPH-VP-1

MANHOLE

PLANTA DE DEMOLICIÓN DE POZO

BPH-VP-1

MD404 14142775 DEMOLITION PLAN VP-3 & 3.5

MANHOLE

PLANTA DE DEMOLICIÓN DE POZO

VP-3 Y 3.5

MD410 14142776 DEMOLITION PLAN ML-1 MANHOLE PLANTA DE DEMOLICIÓN DE POZO

ML-1

MD411 14142777 DEMOLITION PLAN ML-2 MANHOLE PLANTA DE DEMOLICIÓN DE POZO

ML-2

MECHANICAL: MECHANICAL - SITE / MECÁNICA: MECÁNICA - EXTERIORES

M-101 14142778 OVERALL MECHANICAL SITE & KEY

PLAN

PLANTA GENERAL EXTERIOR Y DE

REFERENCIA

M-102 14142779 MECHANICAL SITE PLAN PLANTA EXTERIOR DE MECÁNICA

M-103 14142780 MECHANICAL SITE PLAN PLANTA EXTERIOR DE MECÁNICA

M-104 14142781 MECHANICAL SITE PLAN PLANTA EXTERIOR DE MECÁNICA

M-105 14142782 MECHANICAL SITE PLAN PLANTA EXTERIOR DE MECÁNICA

M-106 14142783 MECHANICAL SITE PLAN PLANTA EXTERIOR DE MECÁNICA

M-107 14142784 MECHANICAL SITE PLAN PLANTA EXTERIOR DE MECÁNICA

M-108 14142785 MECHANICAL SITE PLAN PLANTA EXTERIOR DE MECÁNICA

M-109 14142786 MECHANICAL SITE PLAN PLANTA EXTERIOR DE MECÁNICA

M-110 14142787 MECHANICAL SITE PLAN PLANTA EXTERIOR DE MECÁNICA

M-111 14142788 MECHANICAL SITE PLAN PLANTA EXTERIOR DE MECÁNICA

ms2241 SECTION 01 11 00 Page 8 February 02, 2026

M-112 14142789 MECHANICAL SITE PLAN PLANTA EXTERIOR DE MECÁNICA

M-113 14142790 MECHANICAL SITE PLAN PLANTA EXTERIOR DE MECÁNICA

M-114 14142791 MECHANICAL SITE PLAN PLANTA EXTERIOR DE MECÁNICA

M-115 14142792 MECHANICAL SITE PLAN PLANTA EXTERIOR DE MECÁNICA

M-116 14142793 MECHANICAL SITE PLAN PLANTA EXTERIOR DE MECÁNICA

M-117 14142794 MECHANICAL SITE PLAN PLANTA EXTERIOR DE MECÁNICA

M-118 14142795 MECHANICAL SITE PLAN PLANTA EXTERIOR DE MECÁNICA

M-119 14142796 MECHANICAL SITE PLAN PLANTA EXTERIOR DE MECÁNICA

M-120 14142797 MECHANICAL SITE PLAN PLANTA EXTERIOR DE MECÁNICA

M-401 14142798 ENLARGED SITE PLAN VP-1 MANHOLE PLANTA EXTERIOR AMPLIADA DEL

POZO VP-1

M-402 14142799 ENLARGED SITE PLAN BPH-VP-1.5

MANHOLE

PLANTA EXTERIOR AMPLIADA DEL

POZO BPH-VP-1.5

M-403 14142800 ENLARGED SITE PLAN - BPH-VP-1

MANHOLE

PLANTA EXTERIOR AMPLIADA DEL

POZO BPH-VP-1

M-404 14142801 ENLARGED SITE PLAN BPH-VP- 3 &

3.5 MANHOLE

PLANTA EXTERIOR AMPLIADA DEL

POZO BPH-VP-3 Y 3.5

M-410 14142802 ENLARGED SITE PLAN - ML1 PLANTA EXTERIOR AMPLIADA - ML1

M-411 14142803 ENLARGED SITE PLAN - ML2 PLANTA EXTERIOR AMPLIADA - ML2

M-501 14142804 MECHANICAL DETAILS - SHEET 1 DETALLES DE MECÁNICA - PLANO 1

M-502 14142805 MECHANICAL DETAILS - SHEET 2 DETALLES DE MECÁNICA - PLANO 2

ms2241 SECTION 01 11 00 Page 9 February 02, 2026

M-503 14142806 MECHANICAL FUELING DETAILS DETALLES DE COMBUSTIBLE

MECÁNICO

M-504 14142807 MECHANICAL FUELING DETAILS DETALLES DE COMBUSTIBLE

MECÁNICO

M-505 14142808 TYPICAL PIPING PLAN PLANTA TÍPICA DE TUBERÍAS

M-506 14142809 MECHANICAL SECTION SECCIÓN MECÁNICA

M-601 14142810 ALIGNMENT & PIPE SCHEDULES -

SHEET 1

CUADROS DE ALINEACIONES Y

TUBERÍAS - PLANO 1

M-602 14142811 ALIGNMENT & PIPE SCHEDULES -

SHEET 2

CUADROS DE ALINEACIONES Y

TUBERÍAS - PLANO 2

M-611 14142812 PROCESS FLOW DIAGRAM - SHEET 1 DIAGRAMA DE FLUJO DEL PROCESO

- PLANO 1

M-612 14142813 PROCESS FLOW DIAGRAM - SHEET 2 DIAGRAMA DE FLUJO DEL PROCESO

- PLANO 2

M-613 14142814 PROCESS FLOW DIAGRAM - SHEET 3 DIAGRAMA DE FLUJO DEL PROCESO

- PLANO 3

M-614 14142815 PROCESS FLOW DIAGRAM - SHEET 4 DIAGRAMA DE FLUJO DEL PROCESO

- PLANO 4

M-615 14142816 PROCESS FLOW DIAGRAM - SHEET 5 DIAGRAMA DE FLUJO DEL PROCESO

- PLANO 5

M-616 14142817 PROCESS FLOW DIAGRAM - SHEET 6 DIAGRAMA DE FLUJO DEL PROCESO

- PLANO 6

ELECTRIC: ELECTRIC GENERAL / ELECTRICIDAD: ELECTRICIDAD GENERAL

E-001 14142818 ELECTRICAL SYMBOLS & LEGEND

SHEET

PLANO DE SÍMBOLOS ELÉCTRICOS Y

LEYENDA

E-002 14142819 ELECTRICAL SYMBOLS & LEGEND

SHEET

PLANO DE SÍMBOLOS ELÉCTRICOS Y

LEYENDA

ms2241 SECTION 01 11 00 Page 10 February 02, 2026

E-003 14142820 ELECTRICAL SYMBOLS & LEGEND

SHEET

PLANO DE SÍMBOLOS ELÉCTRICOS Y

LEYENDA

E-004 14142821 ELECTRICAL SYMBOLS & LEGEND

SHEET

PLANO DE SÍMBOLOS ELÉCTRICOS Y

LEYENDA

E-005 14142822 GENERAL NOTES SHEET PLANO DE NOTAS GENERALES

E-006 14142823 GENERAL NOTES SHEET PLANO DE NOTAS GENERALES

ELECTRIC: ELECTRIC DEMOLITION / ELECTRICIDAD: DEMOLICIONES ELÉCTRICAS

ED401 14142824 ELECTRIC DEMOLITION PLAN -

VP-1 MANHOLE

PLANTA DE DEMOLICIÓN ELÉCTRICA

DE POZO VP-1

ED404 14142825 ELECTRIC DEMOLITION PLAN -

VP-3 & 3.5 MANHOLE

PLANTA DE DEMOLICIÓN ELÉCTRICA

DE POZO VP-3 Y 3.5

ELECTRIC: ELECTRIC SITE / ELECTRICIDAD: EXTERIOR DE ELECTRICIDAD

E-401 14142826 ELECTRIC VAULT PLAN BPH-VP-1 PLANTA DE ARQUETA ELÉCTRICA

BPH-VP-1

E-404 14142827 ELECTRIC VAULT BPH-VP-3 & 3.5 ARQUETA ELÉCTRICA BPH-VP-3 Y

3.5

E-501 14142828 ELECTRIC DETAILS DETALLES DE ELECTRICIDAD

E-601 14142829 P3-1-VP1 CONTROL PANEL 1 LINE

DIAGRAM

DIAGRAMA UNIFILAR DEL PANEL 1

DE CONTROL P3-1-VP1

E-607 14142830 BPH-VP-3 & 3.5 1-LINE DIAGRAM DIAGRAMA UNIFILAR DEL PANEL DE

CONTROL RÍO SALADO ESTE

ELECTRIC: CATHODIC PROTECTION / ELECTRICIDAD: PROTECCIÓN CATÓDICA

EC101 14142831 CATHODIC PROTECTION KEY PLAN PLANTA DE REFERENCIA DE

PROTECCIÓN CATÓDICA

EC106 14142832 CATHODIC PROTECTION PLAN PLANTA DE PROTECCIÓN CATÓDICA

ms2241 SECTION 01 11 00 Page 11 February 02, 2026

EC107 14142833 CATHODIC PROTECTION PLAN PLANTA DE PROTECCIÓN CATÓDICA

EC108 14142834 CATHODIC PROTECTION PLAN PLANTA DE PROTECCIÓN CATÓDICA

EC109 14142835 CATHODIC PROTECTION PLAN PLANTA DE PROTECCIÓN CATÓDICA

EC110 14142836 CATHODIC PROTECTION PLAN PLANTA DE PROTECCIÓN CATÓDICA

EC111 14142837 CATHODIC PROTECTION PLAN PLANTA DE PROTECCIÓN CATÓDICA

EC112 14142838 CATHODIC PROTECTION PLAN PLANTA DE PROTECCIÓN CATÓDICA

EC113 14142839 CATHODIC PROTECTION PLAN PLANTA DE PROTECCIÓN CATÓDICA

EC114 14142840 CATHODIC PROTECTION PLAN PLANTA DE PROTECCIÓN CATÓDICA

EC115 14142841 CATHODIC PROTECTION PLAN PLANTA DE PROTECCIÓN CATÓDICA

EC116 14142842 CATHODIC PROTECTION PLAN PLANTA DE PROTECCIÓN CATÓDICA

EC117 14142843 CATHODIC PROTECTION PLAN PLANTA DE PROTECCIÓN CATÓDICA

EC118 14142844 CATHODIC PROTECTION PLAN PLANTA DE PROTECCIÓN CATÓDICA

EC119 14142845 CATHODIC PROTECTION PLAN PLANTA DE PROTECCIÓN CATÓDICA

EC120 14142846 CATHODIC PROTECTION PLAN PLANTA DE PROTECCIÓN CATÓDICA

EC501 14142847 CATHODIC PROTECTION DETAILS DETALLES DE PROTECCIÓN CATÓDICA

ELECTRIC GROUNDING/

EG101 14142848 ELECTRICAL GROUNDING SITE PLAN

AND KEY MAP

PLANTA DE REFERENCIA DE

EXTERIORES GENERAL

ms2241 SECTION 01 11 00 Page 12 February 02, 2026

EG401 14142849 ELECTRICAL ENLARGED GROUNDING

PLANS

PLANTAS ELÉCTRICAS AMPLIADAS

DE PUESTA A TIERRA

EG501 14142850 ELECTRICAL GROUNDING DETAILS DETALLES

REFERENCE SHEETS/ PLANOS DE REFERENCIA

SURVEY / TOPOGRAFÍA

V-001 N/A NOTES, LEGEND AND SYMBOLS NOTAS, LEYENDAS Y SIMBOLOS

V-002 N/A BENCHMARKS BASES DE REPLANTEO

V-003 N/A BENCHMARKS BASES DE REPLANTEO

V-004 N/A BENCHMARK SCHEDULES CUADROS DE BASES DE REPLANTEO

V-005 N/A BENCHMARK SCHEDULES CUADROS DE BASES DE REPLANTEO

V-006 N/A BENCHMARK SCHEDULES CUADROS DE BASES DE REPLANTEO

V-101 N/A GENERAL SURVEY - EN -ROUTE SITE PLANTA GENERAL DE TOPOGRAFIA -

SITIO EN-ROUTE

V-102 N/A GENERAL SURVEY - NEW PIPE PLANTA GENERAL DE TOPOGRAFÍA -

NUEVA TUBERÍA

V-401 N/A ENLARGED SURVEY - AREA I -

EN-ROUTE SITE

PLANTA AMPLIADA DE TOPOGRAFÍA

- AREA I - SITIO EN-ROUTE

V-402 N/A ENLARGED SURVEY - AREA II -

EN-ROUTE SITE

PLANTA AMPLIADA DE TOPOGRAFÍA

- AREA II - SITIO EN-ROUTE

V-403 N/A ENLARGED SURVEY - AREA III -

EN- ROUTE SITE

PLANTA AMPLIADA DE TOPOGRAFÍA

- AREA III - SITIO EN-ROUTE

V-404 N/A ENLARGED SURVEY - AREA IV -

EN-ROUTE SITE

PLANTA AMPLIADA DE TOPOGRAFÍA

- AREA IV - SITIO EN-ROUTE

ms2241 SECTION 01 11 00 Page 13 February 02, 2026

V-405 N/A ENLARGED SURVEY - AREA I - NEW

PIPE

PLANTA AMPLIADA DE TOPOGRAFÍA

- AREA I - NUEVA TUBERÍA

V-406 N/A ENLARGED SURVEY - AREA II -

NEW PIPE

PLANTA AMPLIADA DE TOPOGRAFÍA

- AREA II - NUEVA TUBERÍA

V-407 N/A ENLARGED SURVEY - AREA III -

NEW PIPE

PLANTA AMPLIADA DE TOPOGRAFÍA

- AREA III - NUEVA TUBERÍA

V-408 N/A ENLARGED SURVEY - AREA IV -

NEW PIPE

PLANTA AMPLIADA DE TOPOGRAFÍA

- AREA IV - NUEVA TUBERÍA

V-409 N/A ENLARGED SURVEY - AREA V - NEW

PIPE

PLANTA AMPLIADA DE TOPOGRAFÍA

- AREA V - NUEVA TUBERÍA

V-410 N/A ENLARGED SURVEY - AREA VI -

NEW PIPE

PLANTA AMPLIADA DE TOPOGRAFÍA

- AREA VI - NUEVA TUBERÍA

V-411 N/A ENLARGED SURVEY - AREA VII -

NEW PIPE

PLANTA AMPLIADA DE TOPOGRAFÍA

- AREA VII - NUEVA TUBERÍA

V-412 N/A ENLARGED SURVEY - AREA VIII -

NEW PIPE

PLANTA AMPLIADA DE TOPOGRAFÍA

- AREA VIII - NUEVA TUBERÍA

V-413 N/A ENLARGED SURVEY - AREA IX -

NEW PIPE

PLANTA AMPLIADA DE TOPOGRAFÍA

- AREA IX - NUEVA TUBERÍA

V-414 N/A ENLARGED SURVEY - AREA X - NEW

PIPE

PLANTA AMPLIADA DE TOPOGRAFÍA

- AREA X - NUEVA TUBERÍA

V-415 N/A ENLARGED SURVEY - AREA XI -

NEW PIPE

PLANTA AMPLIADA DE TOPOGRAFÍA

- AREA XI - NUEVA TUBERÍA

V-416 N/A ENLARGED SURVEY - AREA XII -

NEW PIPE

PLANTA AMPLIADA DE TOPOGRAFÍA

- AREA XII - NUEVA TUBERÍA

V-417 N/A ENLARGED SURVEY - AREA XIII -

NEW PIPE

PLANTA AMPLIADA DE TOPOGRAFÍA

- AREA XIII - NUEVA TUBERÍA

V-418 N/A ENLARGED SURVEY - AREA XIV -

NEW PIPE

PLANTA AMPLIADA DE TOPOGRAFÍA

- AREA XIV - NUEVA TUBERÍA

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V-419 N/A ENLARGED SURVEY - AREA XV -

NEW PIPE

PLANTA AMPLIADA DE TOPOGRAFÍA

- AREA XV - NUEVA TUBERÍA

V-420 N/A ENLARGED SURVEY - AREA XVI -

NEW PIPE

PLANTA AMPLIADA DE TOPOGRAFÍA

- AREA XVI - NUEVA TUBERÍA

V-421 N/A ENLARGED SURVEY - AREA XVII -

NEW PIPE

PLANTA AMPLIADA DE TOPOGRAFÍA

- AREA XVII - NUEVA TUBERÍA

V-422 N/A ENLARGED SURVEY - AREA XVIII -

NEW PIPE

PLANTA AMPLIADA DE TOPOGRAFÍA

- AREA XVIII - NUEVA TUBERÍA

V-423 N/A ENLARGED SURVEY - AREA XIX -

NEW PIPE

PLANTA AMPLIADA DE TOPOGRAFÍA

- AREA XIX - NUEVA TUBERÍA

V-424 N/A ENLARGED SURVEY - NEW PIPE PLANTA AMPLIADA DE TOPOGRAFÍA

- NUEVA TUBERÍA

V-425 N/A ENLARGED SURVEY - DETAIL

BPH-VP-1.5 MANHOLE

PLANTA AMPLIADA - DETALLE DE

ARQUETA BPH-VP-1.5

V-426 N/A ENLARGED SURVEY - DETAIL

BPH-VP-2 MANHOLE

PLANTA AMPLIADA - DETALLE DE

ARQUETA BPH-VP-2

V-427 N/A ENLARGED SURVEY - DETAIL

BPH-VP-3 MANHOLE

PLANTA AMPLIADA - DETALLE DE

ARQUETA BPH-VP-3

V-428 N/A ENLARGED SURVEY - DETAIL

ESPAGUETI MANHOLE

PLANTA AMPLIADA - DETALLE DE

ARQUETA ESPAGUETI

V-429 N/A ENLARGED SURVEY - PIPING

DETAILS SALADO RIVER CROSSING

PLANTA AMPLIADA - DETALLE PASO

DE TUBERIAS RIO SALADO

V-430 N/A ENLARGED SURVEY - AREA II -

NEW PIPE

PLANTA AMPLIADA DE TOPOGRAFÍA

- AREA II - NUEVA TUBERÍA

V-431 N/A ENLARGED SURVEY - ML-1 PLANTA AMPLIADA DE TOPOGRAFÍA

- ML-1

ms2241 SECTION 01 11 00 Page 15 February 02, 2026

V-432 N/A ENLARGED SURVEY - ML-2 PLANTA AMPLIADA DE TOPOGRAFÍA

- ML-2

V-433 N/A ENLARGED SURVEY - ML-3 PLANTA AMPLIADA DE TOPOGRAFÍA

- ML-3

V-434 N/A ENLARGED SURVEY - ML-4 PLANTA AMPLIADA DE TOPOGRAFÍA

- ML-4

GEOTECHNICAL / GEOTECNIA

B-001 N/A GENERAL NOTES NOTAS GENERALES

BJ101 N/A BORINGS LOCATION SITUACIÓN DE SONDEOS

BJ102 N/A BORINGS LOCATION - KEY PLAN -

NEW PIPE

SITUACIÓN DE SONDEOS - PLANTA

DE REFERENCIA - NUEVA TUBERÍA

BJ103 N/A BORINGS LOCATION - AREA I -

NEW PIPE

SITUACIÓN DE SONDEOS - ÁREA I

-NUEVA TUBERÍA

BJ104 N/A BORINGS LOCATION - AREA II -

NEW PIPE

SITUACIÓN DE SONDEOS - ÁREA II

- NUEVA TUBERÍA

BJ105 N/A BORINGS LOCATION - AREA III -

NEW PIPE

SITUACIÓN DE SONDEOS - ÁREA

III - NUEVA TUBERÍA

BJ106 N/A BORINGS LOCATION - AREA IV -

NEW PIPE

SITUACIÓN DE SONDEOS - ÁREA IV

- NUEVATUBERÍA

BJ107 N/A BORINGS LOCATION - AREA V -

NEW PIPE

SITUACIÓN DE SONDEOS - ÁREA V

- NUEVA TUBERÍA

BJ108 N/A BORINGS LOCATION - AREA VI -

NEW PIPE

SITUACIÓN DE SONDEOS - ÁREA VI

- NUEVA TUBERÍA

BJ301 N/A PROFILES PERFILES

ms2241 SECTION 01 11 00 Page 16 February 02, 2026

BJ302 N/A PROFILES PERFILES

BJ601 N/A BORINGS LOGOS - EN ROUTE SITE REGISTROS DE SONDEOS - SITIO

EN-ROUTE

BJ602 N/A BORINGS LOGOS - EN ROUTE SITE REGISTROS DE SONDEOS - SITIO

EN-ROUTE

BJ603 N/A BORINGS LOGOS - EN ROUTE SITE REGISTROS DE SONDEOS - SITIO

EN-ROUTE

BJ604 N/A BORINGS LOGOS - EN ROUTE SITE REGISTROS DE SONDEOS - SITIO

EN-ROUTE

BJ605 N/A BORING LOGOS - NEW PIPE SITE REGISTROS DE SONDEOS - SITIO

NUEVA TUBERÍA

BJ606 N/A BORING LOGOS - NEW PIPE SITE REGISTROS DE SONDEOS - SITIO

NUEVA TUBERÍA

BJ607 N/A BORING LOGOS - NEW PIPE SITE REGISTROS DE SONDEOS - SITIO

NUEVA TUBERÍA

BJ608 N/A BORING LOGOS - NEW PIPE SITE REGISTROS DE SONDEOS - SITIO

NUEVA TUBERÍA

BJ609 N/A BORING LOGOS - NEW PIPE SITE REGISTROS DE SONDEOS - SITIO

NUEVA TUBERÍA

BJ610 N/A BORING LOGOS - NEW PIPE SITE REGISTROS DE SONDEOS - SITIO

NUEVA TUBERÍA

BJ611 N/A BORING LOGOS - NEW PIPE SITE REGISTROS DE SONDEOS - SITIO

NUEVA TUBERÍA

BJ612 N/A SCHEDULES CUADROS

BJ613 N/A SCHEDULES CUADROS

BJ614 N/A SCHEDULES CUADROS

ms2241 SECTION 01 11 00 Page 17 February 02, 2026

BJ615 N/A SCHEDULES CUADROS

ELECTRICAL / ELECTRICIDAD

P8 N/A POWER CABLE FLOW DIAGRAMS -

PIER 3, METER RUN AND SHORE

BLOCKING VALVES

DIAGRAMAS DE FLUJO DEL CABLE

DE FUERZA - MUELLE 3,

CONTATDOR Y VALVULAS DE BLOQUEO

E3 N/A ELECTRICAL INSTALLATION

DETAILS - 480V PANEL SCHEDULE

- NEW PANELS

DETALLES DE LA INSTRALACIÓN

ELÉCTRICA - CUADRO DEL PANEL

DE 480V-NUEVOS PANELES

PD24 N/A PIPING AND INSTRUMENTATION

DIAGRAMS - PIER 3 VALVE PIT 1

DIAGRAMAS DE TUBERÍA

INSTRUMENTACIÓN - FOSA DE LA

VÁLVULA 1 MUELLE 3

T21 N/A TRENCHING AND CONDUIT ROUTING

- VALVE PIT P3-1 AND PIER 3

METER RUN AREA

TRAZADO DE ZANJA Y TENDIDO DE

CONDUCTOS - FOSA DE LA VÁLVULA

P3-1 Y ZONA DEL CONTADOR

MUELLE 3

PD31 N/A PIPING AND INSTRUMENTATION

DIAGRAMS - BOOSTER PUMP HOUSE

VALVE PIT PIER 3

DIAGRAMAS DE TUBERÍA

INSTRUMENTACIÓN - FOSA DE LA

VÁLVULA 1 MUELLE 3

P6 N/A POWER CABLE FLOW DIAGRAMS -

RIO SALADO EAST AND WEST VALVE

PITS, VP 2 AND VALVE PIT PP

DIAGRAMAS DE FLUJO DEL CABLE

DE FUERZA - - FOSAS DE LA

VÁLVULA DE RÍO SALADO ESTE Y

OESTE, VP2 Y FOSA VÁLVULA PP

E4 N/A ELECTRICAL INSTALLATION

DETAILS - 480V PANEL SCHEDULE

- NEW PANELS

DETALLES DE LA INSTALACIÓN

ELÉCTRICA - CUADRO DEL PANEL

DE 480V - NUEVOS PLANELES

PD40 N/A PIPING AND INSTRUMENTATION

DIAGRAMS - BOSTER PUMP HOUSE

RIO SALADO VALVE PIT

DIAGRAMAS DE TUBERÍA

INSTRUMENTACIÓN - FOSAS DE

VÁLVULA RÍO SALADO DEL CUARTO

DE BAMBAS DE REFUERZO

ms2241 SECTION 01 11 00 Page 18 February 02, 2026

T19 N/A TRENCHING AND CONDUIT ROUTING

- BOOSTER PUMP HOUSE TANKS 203

THRU 210 AND 212

TRAZADO DE ZANJA Y TENDIDO DE

CONDUCTOS - TANQUES DEL CUARTO

DE BOMBAS DE REFUERZO DE 203 A

210 Y 212

Five sets of full size contract drawings, maps, and specifications will be furnished to the Contractor without charge. Reference publications will not be furnished. Immediately check furnished drawings and notify the Government of any discrepancies.

1.4 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities or ms2241 SECTION 01 11 00 Page 19 February 02, 2026 utilities encased in pier structures are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.4.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

1.5 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within

5.0 kilometers of the construction site.

Provide a salvage plan , listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Provide a system for property control in the salvage plan. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --ms2241 SECTION 01 11 00 Page 20 February 02, 2026

SECTION TABLE OF CONTENTS

DIVISION 02 - EXISTING CONDITIONS

SECTION 02 41 00

DEMOLITION

08/22

PART 1 GENERAL

1.1 REFERENCES

1.2 PROJECT DESCRIPTION

1.2.1 Definitions

1.2.1.1 Demolition

1.2.1.2 Demolition Plan

1.2.2 Demolition Plan

1.2.3 General Requirements

1.3 ITEMS TO REMAIN IN PLACE

1.3.1 Existing Construction Limits and Protection

1.3.2 Trees

1.3.3 Utility Service

1.3.4 Facilities

1.4 BURNING

1.5 AVAILABILITY OF WORK AREAS

1.6 SUBMITTALS

1.7 QUALITY ASSURANCE

1.7.1 Dust and Debris Control

1.8 PROTECTION

1.8.1 Traffic Control Signs

1.8.2 Protection of Personnel

1.9 RELOCATIONS

1.10 EXISTING CONDITIONS

PART 2 PRODUCTS

2.1 FILL MATERIAL

PART 3 EXECUTION

3.1 EXISTING FACILITIES TO BE REMOVED

3.1.1 Structures

3.1.2 Utilities and Related Equipment

3.1.2.1 General Requirements

3.1.2.2 Disconnecting Existing Utilities

3.1.3 Chain Link Fencing

3.1.4 Paving and Slabs

3.1.5 Concrete

3.1.6 Structural Steel

3.1.7 Miscellaneous Metal

3.1.8 Patching

3.1.9 Mechanical Equipment and Fixtures

3.1.9.1 Piping

3.1.9.2 Fuel Piping

3.1.10 Electrical Equipment and Fixtures

ms2241 SECTION 02 41 00 Page 1 February 02, 2026

3.1.10.1 Fixtures

3.1.10.2 Electrical Devices

3.1.10.3 Wiring Ducts or Troughs

3.1.10.4 Conduit and Miscellaneous Items

3.1.11 Items With Unique/Regulated Disposal Requirements

3.2 CONCURRENT EARTH-MOVING OPERATIONS

3.3 DISPOSITION OF MATERIAL

3.3.1 Title to Materials

3.3.2 Reuse of Materials and Equipment

3.3.3 Salvaged Materials and Equipment

3.3.4 Unsalvageable and Non-Recyclable Material

3.4 CLEANUP

3.5 DISPOSAL OF REMOVED MATERIALS

3.5.1 Regulation of Removed Materials

3.5.2 Burning on Government Property

3.5.3 Removal from Government Property

3.6 REUSE OF SALVAGED ITEMS

ms2241 SECTION 02 41 00 Page 2 February 02, 2026

SECTION 02 41 00

DEMOLITION

08/22

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN SOCIETY OF SAFETY PROFESSIONALS (ASSP)

ASSP A10.6 (2006) Safety & Health Program Requirements for Demolition Operations - American National Standard for Construction and Demolition Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-460-01 (2019; with Change 3, 2023) Design:

Petroleum Fuel Facilities

JUNTA DE ANDALUCIA (JA)

Decreto 73/2012 (2012) Decreto 73/2012, de 22 de marzo, por el que se aprueba el Reglamento de Residuos de Andalucía.

MINISTERIO DE MEDIO AMBIENTE (MA)

Orden MAM/304/2002 (2002) Orden MAM/304/2002, de 8 de febrero, por la que se publican las operaciones de valorización y eliminación de residuos y la lista europea de residuos.

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

40 CFR 61 National Emission Standards for Hazardous Air Pollutants

1.2 PROJECT DESCRIPTION

1.2.1 Definitions

1.2.1.1 Demolition

Demolition is the process of tearing apart and removing any feature of a facility together with any related handling and disposal operations.

ms2241 SECTION 02 41 00 Page 3 February 02, 2026

1.2.1.2 Demolition Plan

Demolition Plan is the planned steps and processes for managing demolition activities and identifying the required sequencing activities and disposal mechanisms.

1.2.2 Demolition Plan

Prepare a Demolition Plan and submit proposed salvage, demolition, and removal procedures for approval before work is started. Include in the plan procedures for careful removal and disposition of materials specified to be salvaged, coordination with other work in progress, a disconnection schedule of utility services, and a detailed description of methods and equipment to be used for each operation and of the sequence of operations.

Comply with the requirements and methods of Decreto 73/2012 and Orden MAM/304/2002 . Identify components and materials to be salvaged for reuse or recycling with reference to paragraph Existing Facilities to be Removed. Append tracking forms for all removed materials indicating type, quantities, condition, destination, and end use. Coordinate with Waste Management Plan in accordance with Section 01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL. Provide procedures for safe conduct of the work in accordance with EM 385-1-1 . Plan must be approved by Contracting Officer prior to work beginning.

1.2.3 General Requirements

Do not begin demolition until authorization is received from the Contracting Officer. The work of this section is to be performed in a manner that maximizes the value derived from the salvage and recycling of materials. The work includes demolition, salvage of identified items and materials, and removal of resulting rubbish and debris. Remove rubbish and debris from Government property daily, unless otherwise directed.

Store materials that cannot be removed daily in areas specified by the Contracting Officer. In the interest of occupational safety and health, perform the work in accordance with EM 385-1-1 , Section 23, Demolition, and other applicable Sections.

1.3 ITEMS TO REMAIN IN PLACE

Comply with FAR 52.236-9 to protect existing vegetation, structures, equipment, utilities, and improvements. Coordinate the work of this section with all other work indicated. Construct and maintain shoring, bracing, and supports as required. Ensure that structural elements are not overloaded. Increase structural supports or add new supports as may be required as a result of any cutting, removal, or demolition work performed under this contract. Do not overload structural elements or pavements to remain. Provide new supports and reinforcement for existing construction weakened by demolition, or removal work. Repairs, reinforcement, or structural replacement require approval by the Contracting Officer prior to performing such work.

1.3.1 Existing Construction Limits and Protection

Do not disturb existing construction beyond the extent indicated or necessary for installation of new construction. Provide temporary shoring and bracing for support of building components to prevent settlement or other movement. Provide protective measures to control accumulation and migration of dust and dirt in all work areas. Remove dust, dirt, and debris from work areas daily.

ms2241 SECTION 02 41 00 Page 4 February 02, 2026

1.3.2 Trees

Protect trees within the project site which might be damaged during demolition, and which are indicated to be left in place, by a 1.8 m high fence. Erect and secure fence a minimum of 1.5 m from the trunk of individual trees or follow the outer perimeter of branches or clumps of trees. Replace any tree designated to remain that is damaged during the work under this contract with like-kind or as approved by the Contracting Officer.

1.3.3 Utility Service

Maintain existing utilities indicated to stay in service and protect against damage during demolition operations. Prior to start of work, utilities serving each area of alteration or removal will be shut off by the Government and disconnected and sealed by the Contractor.

1.3.4 Facilities

Protect electrical and mechanical services and utilities. Where removal of existing utilities and pavement is specified or indicated, provide approved barricades, temporary covering of exposed areas, and temporary services or connections for electrical and mechanical utilities. Floors, roofs, walls, columns, pilasters, and other structural components that are designed and constructed to stand without lateral support or shoring, and are determined to be in stable condition, must remain standing without additional bracing, shoring, or lateral support until demolished, unless directed otherwise by the Contracting Officer. Ensure that no elements determined to be unstable are left unsupported and place and secure bracing, shoring, or lateral supports as may be required as a result of any cutting, removal, or demolition work performed under this contract.

1.4 BURNING

The use of burning at the project site for the disposal of refuse and debris will not be permitted.

1.5 AVAILABILITY OF WORK AREAS

Areas in which the work is to be accomplished will be available at contract award.

1.6 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Demolition Plan ; G

Existing Conditions

1.7 QUALITY ASSURANCE

Notify the Contracting Officer in writing 10 working days prior to the ms2241 SECTION 02 41 00 Page 5 February 02, 2026 commencement of work in accordance with 40 CFR 61 , Subpart M. Comply with local and regional hauling and disposal regulations. In addition to the requirements of the "Contract Clauses," conform to the safety requirements contained in ASSP A10.6 . Comply with the Environmental requirements specified. Use of explosives will not be permitted.

1.7.1 Dust and Debris Control

Prevent the spread of dust and debris and avoid the creation of a nuisance in the surrounding area. Do not use water if it results in hazardous or objectionable conditions such as, but not limited to, ice, flooding, or pollution.

1.8 PROTECTION

1.8.1 Traffic Control Signs

a. Where pedestrian and driver safety is endangered in the area of removal work, use traffic barricades with flashing lights. Anchor barricades in a manner to prevent displacement by wind. Notify the Contracting Officer prior to beginning such work.

1.8.2 Protection of Personnel

Before, during and after the demolition work continuously evaluate the condition of the site specific features being demolished and take immediate action to protect all personnel working in and around the project site. No area, section, or component of floors, roofs, walls, columns, pilasters, piping or other structural element will be allowed to be left standing without sufficient bracing, shoring, or lateral support to prevent collapse or failure while workmen remove debris or perform other work in the immediate area.

1.9 RELOCATIONS

Perform the removal and reinstallation of relocated items as indicated with workmen skilled in the trades involved. Repair or replace items to be relocated which are damaged by the Contractor with new undamaged items as approved by the Contracting Officer.

1.10 EXISTING CONDITIONS

Before beginning any demolition work, survey the site and examine the drawings and specifications to determine the extent of the work. Record existing conditions in the presence of the Contracting Officer showing the condition of structures and other facilities adjacent to areas of alteration or removal. Photographs or electronic images with a minimum resolution of 3072 x 2304 pixels, capable of a print resolution of 300 dpi, will be acceptable as a record of existing conditions. Include in the record the elevation of the top of foundation s, piping and , possible conflicting electrical conduits, piping, etc . Include the location and extent of existing cracks and other damage and description of surface conditions that exist prior to starting work. It is the Contractor's responsibility to verify and document all required outages which will be required during the course of work, and to note these outages on the record document. Submit survey results to the Contracting Officer.

ms2241 SECTION 02 41 00 Page 6 February 02, 2026

PART 2 PRODUCTS

2.1 FILL MATERIAL

a. Comply with excavating, backfilling, and compacting procedures for soils used as backfill material to fill voids, depressions or excavations resulting from demolition of piping and structures.

Provide fill material consisting of waste products from demolition until all waste appropriate for this purpose is consumed.

b. Proposed fill material must be sampled and tested by an approved soil testing laboratory, as indicated in Section 31 23 00.00 20 EXCAVATION

AND FILL :

PART 3 EXECUTION

3.1 EXISTING FACILITIES TO BE REMOVED

Dismantled and removed materials are to be separated, set aside, and prepared as specified, and stored or delivered to a collection point for reuse, remanufacture, recycling, or other disposal, as specified.

Designate materials for reuse onsite whenever possible.

3.1.1 Structures

a. Locate demolition equipment throughout the structure and remove materials so as to not impose excessive loads to supporting walls, floors, or framing.

3.1.2 Utilities and Related Equipment

3.1.2.1 General Requirements

Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by the Contracting Officer. Do not interrupt existing utilities serving facilities occupied and used by the Government except when approved in writing and then only after temporary utility services have been approved and provided. Do not begin demolition work until all utility disconnections have been made. Shut off and cap utilities for future use, as indicated.

3.1.2.2 Disconnecting Existing Utilities

Remove existing utilities, as indicated and terminate in a manner conforming to the nationally recognized code covering the specific utility and approved by the Contracting Officer. When utility lines are encountered but are not indicated on the drawings, notify the Contracting Officer prior to further work in that area. Remove meters and related equipment and deliver to a location in accordance with instructions of the Contracting Officer.

3.1.3 Chain Link Fencing

Remove chain link fencing, gates and other related salvaged items scheduled for removal and transport to designated areas. Remove gates as whole units. Cut chain link fabric to 6 m lengths and store in rolls off the ground.

ms2241 SECTION 02 41 00 Page 7 February 02, 2026

3.1.4 Paving and Slabs

Sawcut and remove concrete and asphaltic concrete paving and slabs including aggregate base as indicated . Provide neat sawcuts at limits of pavement removal as indicated. Move, grind and store pavement and slabs designated to be recycled and utilized in this project as directed by the Contracting Officer. Remove pavement and slabs not to be used in this project from the project site at Contractor's expense. If pavement remnant is 1 m or less, then remove and restore pavement.

3.1.5 Concrete

Saw concrete along straight lines to a depth of a minimum 50 mm . Make each cut in walls perpendicular to the face and in alignment with the cut in the opposite face. Break out the remainder of the concrete provided that the broken area is concealed in the finished work, and the remaining concrete is sound. At locations where the broken face cannot be concealed, grind smooth or saw cut entirely through the concrete. Sawcuts in existing concrete sidewalk , and roads and parking areas must be at the nearest existing expansion joint or weakened plane joint and at full depth.

3.1.6 Structural Steel

Dismantle structural steel at field connections and in a manner that will prevent bending or damage. Salvage for recycle structural steel, steel joists, girders, angles, plates, columns and shapes. Do not use flame-cutting torches. Transport steel joists and girders as whole units and not dismantled. Transport structural steel shapes to a designated recycling facility in the area directed by the Contracting Officer (close to Tow Way Road) and stored off the ground, protected from the weather.

3.1.7 Miscellaneous Metal

Salvage shop-fabricated items such as access doors and frames, steel gratings, metal ladders, wire mesh partitions, metal railings, metal windows and similar items as whole units. Salvage light-gage and cold-formed metal framing, such as steel studs, metal gutters and similar items. Provide separate containers to collect scrap metal and transport to a scrap metal collection or recycling facility close to Tow Way Road , in accordance with the Waste Management Plan.

3.1.8 Patching

Where removals leave holes and damaged surfaces exposed in the finished work, patch and repair these holes and damaged surfaces to match adjacent finished surfaces, using on-site materials when available. Where new work is to be applied to existing surfaces, perform removals and patching in a manner to produce surfaces suitable for receiving new work. Make finished surfaces of patched area flush with the adjacent existing surface and match the existing adjacent surface as closely as possible to texture and finish. Provide patching as specified and indicated, and include the following:

a. Concrete and Masonry: Completely fill holes and depressions, caused by previous physical damage or left as a result of removals with an approved masonry patching material, applied in accordance with the manufacturer's printed instructions.

ms2241 SECTION 02 41 00 Page 8 February 02, 2026

3.1.9 Mechanical Equipment and Fixtures

3.1.9.1 Piping

Disconnect piping at unions, flanges and valves, and fittings as required to reduce the pipe into straight lengths for practical storage. Store salvaged piping according to size and type. If the piping that remains can become pressurized due to upstream valve failure, attach end caps, blind flanges, or other types of plugs or fittings with a pressure gage and bleed valve to the open end of the pipe to ensure positive leak control. Carefully dismantle piping that previously contained gas, gasoline, oil, or other dangerous fluids, with precautions taken to prevent injury to persons and property. Store piping outdoors until all fumes and residues are removed. Box prefabricated supports, hangers, plates, valves, and specialty items according to size and type. Wrap sprinkler heads individually in plastic bags before boxing.

3.1.9.2 Fuel Piping

Drain, vacuum extract, pig (where possible), and purge fuel piping to be removed or abandoned in place in accordance with Chapter 14 of UFC 3-460-01

3.1.10 Electrical Equipment and Fixtures

Salvage motors, motor controllers, and operating and control equipment that are attached to the driven equipment. Salvage wiring systems and components. Box loose items and tag for identification. Disconnect primary, secondary, control, communication, and signal circuits at the point of attachment to their distribution system.

3.1.10.1 Fixtures

Remove and salvage electrical fixtures. Salvage unprotected glassware from the fixture and salvage separately. Salvage incandescent, mercury-vapor, and fluorescent lamps and fluorescent ballasts manufactured prior to 1978, boxed and tagged for identification, and protected from breakage.

3.1.10.2 Electrical Devices

Remove and salvage switches, switchgear, transformers, conductors including wire and nonmetallic sheathed and flexible armored cable, regulators, meters, instruments, plates, circuit breakers, panelboards, outlet boxes, and similar items. Box and tag these items for identification according to type and size.

3.1.10.3 Wiring Ducts or Troughs

Remove and salvage wiring ducts or troughs. Dismantle plug-in ducts and wiring troughs into unit lengths. Remove plug-in or disconnecting devices from the busway and store separately.

3.1.10.4 Conduit and Miscellaneous Items

Salvage conduit except where embedded in concrete or masonry. Consider corroded, bent, or damaged conduit as scrap metal. Sort straight and undamaged lengths of conduit according to size and type. Classify supports, knobs, tubes, cleats, and straps as debris to be removed and disposed.

ms2241 SECTION 02 41 00 Page 9 February 02, 2026

3.1.11 Items With Unique/Regulated Disposal Requirements

Remove and dispose of items with unique or regulated disposal requirements in the manner dictated by law or in the most environmentally responsible manner.

3.2 CONCURRENT EARTH-MOVING OPERATIONS

Do not begin excavation, filling, and other earth-moving operations that are sequential to demolition work in areas occupied by structures to be demolished or deconstructed until all demolition in the area has been completed and debris removed. Fill holes, and other hazardous openings.

3.3 DISPOSITION OF MATERIAL

3.3.1 Title to Materials

Except for salvaged items, all materials and equipment removed and not reused or salvaged, become the property of the Contractor and must be removed from Government property. Materials approved for storage by the Contracting Officer must be removed before completion of the contract.

Title to materials resulting from demolition, and materials and equipment to be removed, is vested in the Contractor upon approval by the Contracting Officer. The Government will not be responsible for the condition or loss of, or damage to, such property after contract award.

Showing for sale or selling materials and equipment on site is prohibited.

3.3.2 Reuse of Materials and Equipment

Remove and store materials and equipment to be reused or relocated to prevent damage, and reinstall as the work progresses. Coordinate the re-use of materials and equipment with the re-use requirements in accordance with Section 01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL. Capture re-use of materials in the diversion calculations for the project.

3.3.3 Salvaged Materials and Equipment

Remove materials and equipment that are indicated to be salvaged or are to be removed by the Contractor and that are to remain the property of the Government, and deliver to a storage site close to Tow Way Road .

a. Salvage items and material to the maximum extent possible.

b. Store all materials salvaged for the Contractor as approved by the Contracting Officer and remove from Government property before completion of the contract. Coordinate the salvaged materials with tracking requirements in accordance with Section 01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL. Capture salvaged materials in the diversion calculations for the project.

c. Remove salvaged items to remain the property of the Government in a manner to prevent damage, and packed or crated to protect the items from damage while in storage or during shipment. Items damaged during removal or storage must be repaired or replaced to match existing items. Properly identify the contents of containers.

d. Remove the following items reserved as property of the using service ms2241 SECTION 02 41 00 Page 10 February 02, 2026 prior to commencement of work under this contract: signs, concrete barriers, vinyl fencing, guardrail, chain link fence swing gate, and bus stop shelter .

3.3.4 Unsalvageable and Non-Recyclable Material

Dispose of unsalvageable and non-recyclable noncombustible material s per Section 01 57 19.01 21 ENVIRONMENTAL CONTROLS. Dispose of unsalvageable and non-recyclable combustible material.

3.4 CLEANUP

Remove debris and rubbish from project site. Remove and transport the debris in a manner that prevents spillage on streets or adjacent areas.

Apply local regulations regarding hauling and disposal.

3.5 DISPOSAL OF REMOVED MATERIALS

3.5.1 Regulation of Removed Materials

Dispose of debris, rubbish, scrap, and other nonsalvageable materials resulting from removal operations with all applicable local and regional regulations as contractually specified.

3.5.2 Burning on Government Property

Burning of materials removed from demolished and deconstructed structures will not be permitted on Government property.

3.5.3 Removal from Government Property

Transport waste materials removed from demolished structures, except waste soil, from Government property for legal disposal. Dispose of waste soil per Section 01 57 19 .01 21 ENVIRONMENTAL CONTROLS.

3.6 REUSE OF SALVAGED ITEMS

Recondition salvaged materials and equipment designated for reuse before installation. Replace items damaged during removal and salvage operations or restore them as necessary to usable condition.

-- End of Section --ms2241 SECTION 02 41 00 Page 11 February 02, 2026

SECTION TABLE OF CONTENTS

DIVISION 33 - UTILITIES

SECTION 33 52 40

FUEL SYSTEMS PIPING (NON-HYDRANT)

11/18, CHG 2: 11/20

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 ADMINISTRATIVE REQUIREMENTS

1.4 SUBMITTALS

1.5 QUALITY ASSURANCE

1.5.1 Contractor Qualifications

1.5.2 Work Plan

1.5.3 Pigging Plan

1.5.4 Hydrotesting Plan

1.5.5 Design Data

1.5.5.1 Pipeline Inventory

1.5.6 Delivery, Storage, and Handling

PART 2 PRODUCTS

2.1 ELECTRICAL WORK

2.1.1 General

2.1.2 Grounding and Bonding

2.2 MATERIALS

2.2.1 Types of Fuel

2.2.2 Carbon Steel Piping

2.2.3 Stainless Steel Piping

2.2.4 External Protective Coatings for Aboveground Piping

2.2.5 External Protective Coatings for Buried Steel Piping

2.2.5.1 Carbon Steel Piping

2.2.6 Fittings

2.2.6.1 General

2.2.6.2 Carbon Steel Fittings

2.2.6.3 Stainless Steel Fittings

2.2.7 Insulating Flange Kits (Electrically Isolating)

2.2.8 Bolts, Nuts and Washers

2.2.9 Flange Gaskets, Non-Metallic, Non-Electrically Isolating

2.2.9.1 Nitrile Butadiene (Buna-N)

2.2.9.2 Acrylonitrile Butadiene Rubber (NBR)

2.2.9.3 Polytetrafluoroethylene (PTFE)

2.2.9.4 Fluoro Rubber FKM

2.2.9.5 Fluoroelastomer FPM

2.3 MANUAL VALVES

2.3.1 Ball Valves

2.3.1.1 Materials

2.3.2 Plug (Double Block and Bleed) Valves

2.3.2.1 General

2.3.2.2 Valve Operation

2.3.2.3 Relief Valves

ms2241 SECTION 33 52 40 Page 1 February 02, 2026

2.3.2.4 Bleed Valves

2.3.2.5 Electric Valve Actuator

2.4 THERMAL RELIEF VALVE

2.4.1 Valve Material

2.4.2 Thermal Relief Valve (ASME Type)

2.4.3 Thermal Relief Valve (Balanced Type)

2.5 PIPING ACCESSORIES

2.5.1 Mechanically Adjustable Segmented Elastomeric Seal

2.5.2 Pipe Sleeves

2.5.3 Pressure Gauge

2.5.4 Differential Pressure Gauge

2.5.5 Pipe Supports

2.5.5.1 General

2.5.5.2 Adjustable Pipe Supports

2.5.5.3 Low Friction Supports

2.5.5.4 U-bolt Half Round Supports

2.5.5.5 Concrete and Grout

2.5.6 Sample Connections

2.6 PIGGING SYSTEM COMPONENTS

2.6.1 Maintenance Pig Launchers and Receivers

2.6.2 Smart Pig Launchers and Receivers

2.6.3 Launcher and Receiver Closure Door

2.6.4 Signaler

2.7 MISCELLANEOUS ACCESSORIES

2.7.1 Concrete Anchor Bolts

2.7.2 Coatings for Bolts, Studs, Nuts, and Washers

2.7.3 Polytetrafluoroethylene (PTFE) Tape

2.7.4 Pipe Sleeves

2.7.5 Buried Utility Tape

2.7.6 Pipeline Markers

2.8 FINISHES

2.8.1 Factory Coating

2.8.1.1 Valves

2.8.1.2 Equipment and Components

2.8.2 Field Painting

PART 3 EXECUTION

3.1 GENERAL

3.2 VERIFICATION OF DIMENSIONS

3.3 CLEANING OF PIPING

3.4 TRENCHING AND BACKFILLING

3.5 PIPING LAYOUT REQUIREMENTS

3.5.1 Pipe Fabrication

3.5.2 Interferences and…