Attachment G - P812 WO1603621 SPECS 2 OF 2.pdf

PDF 7 MB Posted May 14, 2020

Attached to: P812 Provide Ship to Shore Electrical Substations at Pier #1, Naval Station, Rota, Spain
Solicitation number: N6247020R4005
Issued by: Department of the Navy Naval Facilities Engineering Command

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Written by GovTribe AI · Dec 27, 2023

This document package includes technical specifications and drawings for an electrical substation project at Pier #1 of Naval Station Rota in Spain. The specifications cover structural, electrical, and control aspects of the project and include 15 drawings providing site plans, substation details, one-line diagrams, and control schematics. The work includes upgrades to four existing shore power industrial stations and construction of a new secondary unit substation to support berthing operations. Bidders must have the technical capability and experience to deliver turnkey substations per Navy requirements.

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Other files

File	Type	Posted
Amendment 03 FINAL 06192020.pdf	PDF	Jun 19, 2020
Attachment I-SiteVisit PP P812 06022020.pdf	PDF	Jun 19, 2020
Attachment G P812 QC_01 45 00.00 20 19062020.pdf	PDF	Jun 19, 2020
Attachment H- P812 Site Visit Sign-in 20200604.pdf	PDF	Jun 19, 2020
Attachment G P812 GOVT SAFETY_01 35 26 19062020.pdf	PDF	Jun 19, 2020
Amend 0002 06022020.pdf	PDF	Jun 2, 2020
Amend 0001 05272020.pdf	PDF	May 27, 2020
Attachment G P812 WO1603621 SPECS 1of2 0518.pdf	PDF	May 27, 2020
N6247020R4005 Solicitation.pdf	PDF	May 14, 2020
Attachment B - SEC-NAV_5512_1_11787 Form.pdf	PDF	May 14, 2020
Attachment A-Pre-Proposal Inquiry Form.xls	XLS spreadsheet	May 14, 2020
Attachment D Construction Dsgn Exp. Prjt Data Sht.pdf	PDF	May 14, 2020
Attachment E- Schedule B Price Proposal.pdf	PDF	May 14, 2020
Attachment C - Past Performance Questionnaire.pdf	PDF	May 14, 2020
Attachment F - WorkPass Form.xls	XLS spreadsheet	May 14, 2020
Attachment G - P812 WO1603621 SPECS 1 OF 2.pdf	PDF	May 14, 2020

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NAVAL FACILITIES ENGINEERING COMMAND ATLANTIC

NORFOLK, VIRGINIA

SHIP TO SHORE ELECTRICAL SUBSTATIONS

NAVAL STATION - ROTA, SPAIN

FINAL SUBMITTAL - AUGUST 08, 2019

SPANISH TRANSLATION

VICINITY MAP

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LOCATION MAP - NAVAL STATION ROTA

MAPA DE SITUACION - BASE NAVAL DE ROTA

PROJECT

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JEAN PAUL MESSIER, PWD ROTA UEM BRANCH HEAD

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JEAN PAUL MESSIER, PWD ROTA UEM BRANCH HEAD

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LIST OF SHEETS LISTADO DE PLANOS

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LIST OF SHEETS

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STRUCTURAL NOTES

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NOTAS DE ESTRUCTURA

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STRUCTURAL FOUNDATIONS

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CIMENTACIONES

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ELECTRICAL ELECTRICIDAD

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LEGEND, ABBREVIATIONS, AND GENERAL NOTES

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LEYENDA, ABREVIATURAS Y NOTAS GENERALES

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ELECTRICAL OVERALL SITE PLAN

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PLANTA ELECTRICA DE REFERENCIA

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ELECTRICAL SITE PLAN - AREA "A"

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ELECTRICAL SITE PLAN - AREA "B"

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ELECTRICAL SITE PLAN - AREA "C" AND "D"

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PLANTA ELECTRICA - ZONA "C" Y "D"

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SUS - DETAILS

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SUS - ONE-LINE DIAGRAM

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SUS - DIAGRAMA UNIFILAR

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SUS - CONTROL DIAGRAMS

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SPIS - ONE-LINE DIAGRAM

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LIGHTNING PROTECTION AND GROUNDING DETAILS

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DETALLES DE PARARRAYOS Y PUESTA A TIERRA

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MANHOLE DETAILS

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ELECTRICAL SYSTEM ONE-LINE DIAGRAM - 15KV PIER #1

DIAGRAMA UNIFILAR DEL SISTEMA ELECTRICO - 15 KV MUELLE #1

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2.0 STANDARDS AND CODES

4.0 DESIGN LOADS 1.0 GENERAL STRUCTURAL NOTES

5.0 CONCRETE CONSTRUCTION NOTES

3.0 FOUNDATION NOTES 3.0 NOTAS DE CIMENTACION

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2.0 NORMAS Y CODIGOS

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1.0 NOTAS GENERALES DE ESTRUCTURA4.0 CARGAS DE DISEÑO

5.0 NOTAS DE CONSTRUCCION

DE HORMIGON

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STRUCTURAL NOTES

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1. UFC 1-200-01, "GENERAL BUILDING REQUIREMENTS" UFC 1-200-01, "GENERAL BUILDING REQUIREMENTS" 2. UFC 3-301-01, "STRUCTURAL ENGINEERING" UFC 3-301-01, "STRUCTURAL ENGINEERING" 3. 2012 IBC, "INTERNATIONAL BUILDING CODE" 2012 IBC, "INTERNATIONAL BUILDING CODE" 4. ASCE/SEI 7-10, "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER ASCE/SEI 7-10, "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" 5. ACI 318, "REQUIREMENTS FOR STRUCTURAL CONCRETE"ACI 318, "REQUIREMENTS FOR STRUCTURAL CONCRETE"

AutoCAD SHX Text DESIGN BASIS OF FOUNDATIONS FROST PENETRATION 127 MM LOAD CRITERIA RICK CATEGORY: II II WIND: BASIC WIND SPEED: 183 Km/h 183 Km/h EXPOSURE "C" "C" FULLY ENCLOSED SEISMIC: Ss = 0.76 G 0.76 G S1 = 0.35 G 0.35 G SEISMIC DESIGN CATEGORY "D" "D" Sds = 0.61 G 0.61 G

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1. THE NOTES ON THIS SHEET ARE INTENDED AS A THE NOTES ON THIS SHEET ARE INTENDED AS A SUPPLEMENT TO THE PROJECT SPECIFICATIONS. REFER TO THE SPECIFICATIONS FOR INFORMATION NOT SHOWN. 2. VERIFY THE REQUIREMENTS OF ALL TRADES AND VERIFY THE REQUIREMENTS OF ALL TRADES AND DISCIPLINES FOR SLEEVES, INSERTS, HANGERS, CHASES, ANCHORS, HOLES, ETC. 3. THE STRUCTURES HAVE BEEN DESIGNED TO PERFORM AS A THE STRUCTURES HAVE BEEN DESIGNED TO PERFORM AS A COMPLETED STRUCTURE. CONSIDER CONSTRUCTION LOADS ON THE PARTIALLY COMPLETED/CURED STRUCTURE AND PROVIDE ANY NECESSARY SHORING, BRACING, FORMWORK, ETC. TO REMAIN IN PLACE UNTIL MATERIALS HAVE REACHED THEIR DESIGN STRENGTHS. 4. VERIFY ALL FIELD CONDITIONS AND DIMENSIONS (BOTH NEW VERIFY ALL FIELD CONDITIONS AND DIMENSIONS (BOTH NEW AND EXISTING) FOR ALL TRADES AND DISCIPLINES PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND/OR FABRICATION. SHOULD ANY DISCREPANCIES ARISE, NOTIFY THE CONTRACTING OFFICER IMMEDIATELY. 5. SHOULD ANY DISCREPANCIES ARISE BETWEEN THE SHOULD ANY DISCREPANCIES ARISE BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, NOTIFY THE CONTRACTING OFFICER AND OBTAIN A WRITTEN DETERMINATION BEFORE PROCEEDING WITH CONSTRUCTION. SHOULD ANY DISCREPANCIES ARISE BETWEEN THE DRAWINGS, NOTES, AND/OR DETAILS, THE MOST STRINGENT REQUIREMENTS SHALL APPLY. NOTIFY THE CONTRACTING OFFICER OF SUCH DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION. 6. DETAILS LABELED "TYPICAL" OR "TYP" APPLY TO ALL DETAILS LABELED "TYPICAL" OR "TYP" APPLY TO ALL SITUATIONS THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. SUCH DETAILS APPLY WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION ON THE DRAWINGS. QUESTIONS REGARDING APPLICABILITY OF TYPICAL DETAILS SHALL BE DIRECTED TO THE CONTRACTING OFFICER. 7. ALL ELEVATIONS SHOWN ARE REFERENCED AT 0'-0". ALL ELEVATIONS SHOWN ARE REFERENCED AT 0'-0". REFERENCE THE CIVIL SHEETS FOR ACTUAL FINISHED FLOOR ELEVATIONS FOR ALL STRUCTURES. 8. WHERE "APPROVED" OR "APPROVAL" IS INDICATED IN THE WHERE "APPROVED" OR "APPROVAL" IS INDICATED IN THE DRAWINGS; IT MEANS THE ITEMS MUST BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO INSTALLATION. 9. ALL DIMENSIONS ARE IN MILLIMETERS. ALL ELEVATIONS ARE ALL DIMENSIONS ARE IN MILLIMETERS. ALL ELEVATIONS ARE IN METERS.

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1. FOUNDATIONS HAVE BEEN DESIGNED FOR AN ALLOWABLE BEARING PRESSURE OF 75 kPa. 2. SUBGRADE MUST PREPARED IN ACCORDANCE WITH PROJECT SPECIFICATIONS.

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1. UNO, PROVIDE CONCRETE COVER FOR; UNO, PROVIDE CONCRETE COVER FOR; CONCRETE CAST AGAINST EARTH..............................................76mmFORMED CONCRETE EXPOSED TO EARTH OR WEATHER: #19 BARS AND LARGER.................................................... 51mm #16 BARS AND SMALLER.................................................. 31mm FORMED CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS, JOISTS...................................................... 19mm 2. PROVIDE 19mm CHAMFER ON ALL EXPOSED CORNERS OF CONCRETE PROVIDE 19mm CHAMFER ON ALL EXPOSED CORNERS OF CONCRETE WORK, UNO. 3. REINFORCING SHALL CONFORM TO ASTM A615M, GRADE 420 REINFORCING SHALL CONFORM TO ASTM A615M, GRADE 420 SHALL CONFORM TO ASTM A615M, GRADE 420 DEFORMED BARS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185M. 4. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE HAVING A 28 ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE HAVING A 28 DAY COMPRESSIVE STRENGTH OF 28 MPa. CONCRETE MIX DESIGN SHALL BE APPROVED BY ENGINEER OF RECORD. 5. DO NOT SPLICE MORE THAN 50% OF THE REINFORCING AT ANY ONE DO NOT SPLICE MORE THAN 50% OF THE REINFORCING AT ANY ONE LOCATION. 6. PROVIDE THE FOLLOWING REINFORCING SPLICE LENGTHS UNLESS PROVIDE THE FOLLOWING REINFORCING SPLICE LENGTHS UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS WHEN THERE IS MORE THAN 300 mm OF CONCRETE BELOW THE REINFORCING TO BE SPLICED: #19 AND SMALLER BARS: 65 X BAR DIAMETER #22 AND LARGER BARRS: 80 X BAR DIAMETER 7. ANCHOR RODS SHALL BE ASTM F1554-36 MATERIAL HOT DIPPED ANCHOR RODS SHALL BE ASTM F1554-36 MATERIAL HOT DIPPED GALVANIZED. ALL THREADS SHALL BE CUT AND NOT ROLLED. THE EMBEDDED END SHALL CONSIST OF A HEAVY HEX NUT AND PLATE WASHER. ALL ANCHOR RODS MUST BE CLEANED OF OIL, RUST AND OTHER DELETERIOUS COATINGS PRIOR TO PLACEMENT. USE TEMPLATES TO SET ALL ANCHOR RODS. 8. PROVIDE STANDARD HOOKS IN CONFORMANCE WITH DIMENSIONS AS PROVIDE STANDARD HOOKS IN CONFORMANCE WITH DIMENSIONS AS SPECIFIED IN ACI 318 AT ALL LOCATIONS INDICATED ON THE DRAWINGS.

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1. LAS CIMENTACIONES SE HAN DISEÑADO CON UNA PRESION ADMISIBLE DEL TERRENO DE 75 kPa. 2. LAS PLATAFORMAS DE APOYO SE PREPARARAN DE ACUERDO CON LAS ESPECIFICACIONES DEL PROYECTO.

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DEPARTMENT OF THE NAVY

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NAVFAC METRIC DRAWFORM REVISION: 01 FEBRUARY 2017

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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EPROJECT NO.:

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NAVAL STATION

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ROTA, SPAIN

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SMS/SCN

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NORFOLK, VIRGINA

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BARRY FORBES, PE

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PM/DM

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BRANCH MANAGER

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DESIGN DIRECTOR

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JEAN PAUL MESSIER, PWD ROTA UEM BRANCH HEAD

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1. LAS NOTAS EN ESTE PLANO SE ENTIENDEN COMO COMPLEMENTO DE LAS ESPECIFICACIONES DEL PROYECTO. VER LAS ESPECIFICACIONES PARA LA INFORMACION NO MOSTRADA. 2. COMPROBAR LOS REQUERIMIENTOS DE TODOS LOS OFICIOS Y DISCIPLINAS PARA EL TEMA DE PASATUBOS, INSERTOS, CUELGUES, PATINILLOS, ANCLAJES, AGUJEROS, ETC. 3. LAS ESTRUCTURAS HAN SIDO DISEÑADAS COMO ESTRUCTURA TERMINADA. CONSIDERAR LAS CARGAS DE CONSTRUCCION DURANTE LA EJECUCION Y CURADO DE LA ESTRUCTURA Y PROVEER CUALQUIER APUNTALAMIENTO, ARRIOSTRAMIENTO, ENCOFRADO, ETC. PARA MANTENER LAS ESTRUCTURAS EN POSICION HASTA QUE LOS MATERIALES HAYAN ALCANZADO SU RESISTENCIA DE DISEÑO. 4. COMPROBAR EN CAMPO LAS CONDICIONES Y DIMENSIONES (NUEVAS Y EXISTENTES) DE TODOS LOS OFICIOS Y DISCIPLINAS ANTES DEL COMIENZO DE LA CONSTRUCCION Y/O FABRICACION. SI SURGIESE CUALQUIER DISCREPANCIA, AVISAR AL OFICIAL CONTRATANTE INMEDIATAMENTE. 5. SI HUBIESE CUALQUIER DISCREPANCIA ENTRE LOS PLANOS Y LAS ESPECIFICACIONES, AVISAR AL OFICIAL CONTRATANTE Y OBTENER UNA SOLUCION ESCRITA ANTES DE PROCEDER CON LA CONSTRUCCION. CUALQUIER DISCREPANCIA QUE SURJA ENTRE LOS PLANOS, NOTAS Y/O DETALLES, SE RESOLVERAN APLICANDO EL REQUERIMIENTO MAS EXIGENTE. AVISAR AL OFICIAL CONTRATANTE DE CUALQUIER DISCREPANCIA ANTES DE PROCEDER CON LA CONSTRUCCION. 6. LOS DETALLES MARCADOS COMO "TIPICOS" O "TIP" APLICAN A TODAS LAS SITUACIONES IGUALES O SIMILARES A ESOS DETALLES CONCRETOS. ESOS DETALLES APLICAN AUNQUE NO ESTEN INDICADOS EN CADA POSICION EN EL PLANO. LAS PREGUNTAS SOBRE LA APLICACION DE DETALLES TIPICOS SE HARAN DIRECTAMENTE AL OFICIAL CONTRACTANTE. 7. TODAS LAS ELEVACIONES MOSTRADAS ESTAN REFERENCIADAS AL 0'-0". VER LOS PLANOS DE URBANIZACION PARA LAS COTAS DE ACABADO DE LA ESTRUCTURA. 8. DONDE SE INDIQUE "APROBADO" O "APROBABLE" EN LOS PLANOS, SIGNIFICA QUE ESOS ELEMENTOS DEBEN SER APROBADOS POR EL OFICIAL CONTRATANTE ANTES DE LA INSTALACION. 9. TODAS LAS COTAS ESTAN EN MILIMETROS. TODAS LAS ELEVACIONES ESTAN EN METROS.

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1. A MENOS QUE SE INDIQUE OTRA COSA, PROVEER RECUBRIMIENTO DE HORMIGON PARA: HORMIGON VERTIDO CONTRA EL TERRENO.....76mm HORMIGON ENCOFRADO EN CONTACTO CON EL TERRENO O A INTEMPERIE: BARRAS DEL #19 O MAYORES......51mm BARRAS DEL #16 O MENORES......31mm HORMIGON ENCOFRADO NO EN CONTACTO CON EL TERRENO NI A INTEMPERIE: LOSAS, PAREDES, VIGUETAS.......19mm 2. PROVEER CHAFLAN DE 19mm EN TODAS LAS ESQUINAS EXPUESTAS EN HORMIGON, A MENOS QUE SE INDIQUE OTRA COSA. 3. LA ARMADURA SERA CONFORME A ASTM A615M, BARRAS CORRUGADAS GRADO 420. EL MALLAZO ELECTROSOLDADO SERA CONFORME A ASTM A185M. 4. TODO EL HORMIGON SERA HORMIGON NORMAL CON UNA RESISTENCIA A COMPRESION DE 28MPa A LOS 28 DIAS. EL DISEÑO DE LA MEZCLA DE HORMIGON DEBERA SER APROBADO POR EL INGENIERO DEL PROYECTO. 5. NO COLOCAR SOLAPES EN MAS DEL 50% DE LAS ARMADURAS EN CUALQUIER POSICION. 6. A MENOS QUE SE INDIQUE OTRA COSA EN LOS PLANOS, PROVEER LAS SIGUIENTES LONGITUDES DE SOLAPE EN LAS ARMADURAS. DONDE HAYA MAS DE 300mm DE HORMIGON DEBAJO DE LA ARMADURA A SOLAPAR: BARRAS DEL #19 Y MENORES: 65XDIAMETRO DE LA BARRA BARRAS DEL #22 Y MAYORES: 80XDIAMETRO DE LA BARRA 7. LOS PERNOS DE ANCLAJE SERAN CONFORME A ASTM F1554-36 GALVANIZADOS EN CALIENTE. TODAS LAS ROSCAS SE REALIZARAN POR CORTE, NO CONFORMADAS. LA PARTE EMBEBIDA EN HORMIGON SE HARA CON UNA TUERCA HEXAGONAL Y ARANDELA GRUESA. TODOS LOS PERNOS DE ANCLAJE SE LIMPIARAN DE ACEITE, OXIDO Y CUALQUIER OTRA CAPA NOCIVA ANTES DE SU COLOCACION. UTILIZAR PLANTILLAS PARA COLOCAR TODOS LOS PERNOS. 8. PROVEER PATILLAS ESTANDAR CONFORME A ACI 318 EN TODAS LAS POSICIONES INDICADAS EN LOS PLANOS.

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1. UFC 1-200-01, "GENERAL BUILDING REQUIREMENTS" UFC 1-200-01, "GENERAL BUILDING REQUIREMENTS" 2. UFC 3-301-01, "STRUCTURAL ENGINEERING" UFC 3-301-01, "STRUCTURAL ENGINEERING" 3. 2012 IBC, "INTERNATIONAL BUILDING CODE" 2012 IBC, "INTERNATIONAL BUILDING CODE" 4. ASCE/SEI 7-10, "MINIMUM DESIGN LOADS FOR BUILDINGS AND ASCE/SEI 7-10, "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" 5. ACI 318, "REQUIREMENTS FOR STRUCTURAL CONCRETE"ACI 318, "REQUIREMENTS FOR STRUCTURAL CONCRETE"

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1. LAS CIMENTACIONES SE HAN DISEÑADO CON UNA PRESION ADMISIBLE DEL TERRENO DE 75 kPa. 2. LAS PLATAFORMAS DE APOYO SE PREPARARAN DE ACUERDO CON LAS ESPECIFICACIONES DEL PROYECTO.

BASES DE DISEÑO DE LA CIMENTACION COTA DE CONGELACION 127 MM CARGAS CATEGORIA DE RIESGO: II II VIENTO: VELOCIDAD DEL VIENTO: 183 Km/h 183 Km/h EXPOSICION "C" "C" TOTALMENTE CERRADO SISMO: Ss = 0.76 G 0.76 G S1 = 0.35 G 0.35 G CATEGORIA SISMICA "D" "D" Sds = 0.61 G 0.61 G

S-101

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BOLLARD BASE PLATE DETAIL

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300MM REINFORCED CONCRETE SLAB

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150 DIA BOLLARDS, TYP

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PAINT 100MM WIDE ALTERNATING BLACK & YELLOW STRIPES

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150MM DIAMETER - SCHEDULE 40 STEEL PIPE

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SEE DETAIL B1/S-101

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#13@300 EW TOP AND BOTTOM REINFORCEMENT

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BASE PLATE 305X305X13

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(4)-22.5 DIAMETER HOLES FOR (4)-19 DIAMETER HEADED ANCHOR BOLTS

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BOLLARD, SEE DETAIL A1/S-101

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STRUCTURAL FOUNDATIONS

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CIMENTACIONES

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DEPARTMENT OF THE NAVY

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NAVFAC METRIC DRAWFORM REVISION: 01 FEBRUARY 2017

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PM/DM

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DESIGN DIRECTOR

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JEAN PAUL MESSIER, PWD ROTA UEM BRANCH HEAD

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GENERAL NOTES

NOTAS GENERALES

EXTERIOR LEGEND

LEYENDA EXTERIOR

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ABBREVIATIONS CONTIUNED

CONTINUACION ABREVIATURAS

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DEPARTMENT OF THE NAVY

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NAVFAC METRIC DRAWFORM REVISION: 01 FEBRUARY 2017

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JEAN PAUL MESSIER, PWD ROTA UEM BRANCH HEAD

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1. THE CONTRACTOR MUST HAVE UTILITIES LOCATED PRIOR TO DIGGING THE CONTRACTOR MUST HAVE UTILITIES LOCATED PRIOR TO DIGGING AND TRENCHING. EL CONTRATISTA TENDRA IDENTIFICADA LA POSICION DE LAS REDES ENTERRADAS ANTES DE EXCAVAR ZANJAS. 2. FOR DUCTS WITHIN DUCTBANK THAT REQUIRE REMOVAL OF LOW AND FOR DUCTS WITHIN DUCTBANK THAT REQUIRE REMOVAL OF LOW AND MEDIUM VOLTAGE CABLES, REMOVE CABLE ONLY AND ABANDON DUCTS IN PLACE. EN CONDUCTOS DENTRO DE PRISMAS QUE REQUIERAN SER RETIRADOS TANTO DE BAJA COMO MEDIA TENSION, SE RETIRARAN SOLO LOS CABLES Y SE DEJARAN ABANDONADOS LOS CONDUCTOS. 3. COORDINATE WITH NAVAL STATION ROTA NAVFAC PUBLIC WORKS COORDINATE WITH NAVAL STATION ROTA NAVFAC PUBLIC WORKS DEPARTMENT FOR SALVAGEABLE ITEMS SUCH AS LIQUID FILLED AND DRY TYPE TRANSFORMERS, METERS, AND LIGHT FIXTURES. COORDINAR CON EL DEPARTAMENTO DE OBRAS PUBLICAS DE LA BASE NAVAL DE ROTA NAVFAC, PARA LOS ELEMENTOS QUE DEBAN SER RECUPERADOS TALES COMO TRANSFORMADORES SECOS Y DE ACEITE, CONTADORES, Y LUMINARIAS. 4. COORDINATE WITH NAVAL STATION ROTA NAVFAC PUBLIC WORKS COORDINATE WITH NAVAL STATION ROTA NAVFAC PUBLIC WORKS DEPARTMENT FOR DE-ENERGIZATION OF ELECTRICAL SYSTEMS AND EQUIPMENT THAT REQUIRE REMOVAL OR RECONNECTION. COORDINAR CON EL DEPARTAMENTO DE OBRAS PUBLICAS DE LA BASE NAVAL DE ROTA NAVFAC, PARA LA DESENERGIZACION DE SISTEMAS Y EQUIPOS ELECTRICOS QUE TENGAN QUE SER RETIRADOS O RECONECTADOS. 5. COORDINATE WITH NAVAL STATION PORT OPERATIONS FOR THE LOCATION COORDINATE WITH NAVAL STATION PORT OPERATIONS FOR THE LOCATION OF SHORE POWER EQUIPMENT (SPIS #1-#4 AND SUS) AND SHIP BERTHING SCHEDULE. COORDINAR CON EL DEPARTAMENTO DE OPERACIONES PORTUARIAS DE LA BASE NAVAL PARA LA UBICACION DE EQUIPOS DE SUMINISTRO DE FUERZA EN EL MUELLE (SPIS #1-#4 Y SUS) Y PROGRAMA DE ATRAQUE DE BARCOS. 6. ALL EQUIPMENT MUST BE DESIGNED FOR THE WIND AND SEISMIC ALL EQUIPMENT MUST BE DESIGNED FOR THE WIND AND SEISMIC LOADS DEFINED ON DRAWING S-001. THE DESIGN MUST DOCUMENT THAT THE OVERALL STRUCTURE, ATTACHED INTERNAL AND EXTERNAL COMPONENTS AND THEIR MOUNTING HAVE THE CAPACITY TO RESIST THE WIND AND SEISMIC LOADS. TODOS LOS EQUIPOS TIENEN QUE SER DISEÑADOS PARA RESISTIR LAS CARGAS DE VIENTO Y SISMO DEFINIDAS EN EL PLANO S-001. EL DISEÑO DEBERA DOCUMENTAR QUE LA ESTRUCTURA EN SU TOTALIDAD ASI COMO LOS COMPONENTES INTERNOS Y EXTERNOS Y LOS ELEMENTOS DE MONTAJE TIENEN CAPACIDAD PARA RESISTIR LAS CARGAS DE VIENTO Y SISMO. 7. THE EQUIPMENT MUST BE ANCHORED TO THE CONCRETE FOUNDATIONS THE EQUIPMENT MUST BE ANCHORED TO THE CONCRETE FOUNDATIONS SHOWN ON THE STRUCTURAL DRAWINGS. THE DETAIL REQUIREMENTS FOR THE BASE ANCHORAGE (ANCHOR RODS, SHIMS, GROUT, EMBEDMENT, ETC.) MUST BE DETERMINED BY THE EQUIPMENT MANUFACTURERS DESIGNER OF RECORD AND SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL. ANCLAR EL EQUIPO A LAS CIMENTACIONES DE HORMIGON QUE SE MUESTRAN EN LOS PLANOS DE ESTRUCTURA. LOS REQUERIMIENTOS EN DETALLE PARA EL ANCLAJE DE LAS PLACAS BASES (PERNOS DE ANCLAJE, CALZOS, MORTEROS SIN RETRACCION, ELEMENTOS EMBEBIDOS, ETC) DEBEN SER DETERMINADO POR EL FABRICANTE DEL EQUIPO Y EMITIDOS PARA APROBACION AL OFICIAL CONTRATANTE. 8. PROVIDE ARC FLASH LABELS TO ELECTRICAL EQUIPMENT THAT ARE PROVIDE ARC FLASH LABELS TO ELECTRICAL EQUIPMENT THAT ARE LIKELY TO RECEIVE EXAMINATIONS SUCH AS LOAD CENTERS, PANELBOARDS, TRANSFORMERS, AUTOMATIC TRANSFER SWITCHES, DISCONNECT SWITCHES, AND SWITCHGEAR. PROVEER ETIQUETAS DE RIESGO DE GENERACION DE ARCO EN LOS EQUIPOS QUE PROBABLEMENTE DEBAN SER EXAMINADOS TALES COMO CUADROS, PANELES, TRANSFORMADORES, INTERRUPTORES AUTOMATICOS, DESCONECTADORES, Y ELEMENTOS DE MANIOBRA. 9. UNLESS OTHERWISE INDICATED, ALL ELECTRICAL WORK AND MATERIALS UNLESS OTHERWISE INDICATED, ALL ELECTRICAL WORK AND MATERIALS SHALL BE NEW AND PROVIDED BY THE CONTRACTOR. A MENOS QUE SE INDIQUE DE OTRA MANERA, TODOS LOS TRABAJOS ELÉCTRICOS Y MATERIALES SERÁN NUEVOS Y PROPORCIONADOS POR EL CONTRATISTA.

AutoCAD SHX Text EXISTING UNDERGROUND DUCTBANK, CONCRETE ENCASED UON. PRISMA ENTERRADO EXISTENTE ENVUELTO EN HORMIGON A MENOS QUE SE INDIQUE OTRA COSA. GROUND ROD. SEE DETAILS ON SHEET E-506. PICA DE TIERRA. VER DETALLE EN PLANO E-506. GROUND ROD TEST AND INSPECTION POCKET. SEE DETAILS ON SHEET E-506. ARQUETA DE INSPECCION Y PRUEBA DE PICA DE TIERRA. VER DETALLES EN PLANO E-506. EXISTING MANHOLE OR HANDHOLE. POZO O ARQUETA EXISTENTE. MANHOLE. ARQUETA. EXISTING PAD MOUNT TRANSFORMER. RATINGS AS INDICATED. TRANSFORMADOR EXISTENTE MONTADO EN LOSA. CAPACIDAD SEGUN SE INDIQUE. PAD MOUNT TRANSFORMER. RATINGS AS INDICATED. HEAVY LINE INDICATES FRONT OF TRANSFORMER. TRANSFORMADOR MONTADO EN LOSA. CAPACIDAD SEGUN SE INDIQUE. LA LINEA GRUESA INDICA EL FRONTAL DEL TRANSFORMADOR. DUCTBANK SECTION LOOKING IN DIRECTION OF ARROWS. HEAVY LINE INDICATES BOTTOM OF DUCTBANK. NUMBER OR LETTER CORRESPONDS TO CIRCUIT NUMBER. THE NUMBER ABOVE INDICATES SIZE OF THE CONDUIT IN THE CONCRETE DUCT BANK. SECCION DEL PRISMA MIRANDO HACIA LA DIRECCION DE LAS FLECHAS. LA LINEA GRUESA INDICA LA BASE DEL PRISMA. EL NUMERO O LETRA CORRESPONDE AL NÚMERO DE CIRCUITO. EL NÚMERO SUPERIOR INDICA EL DIÁMETRO DEL CONDUCTO EN EL BANCO DE CONDUCTOS DE CONCRETO. EXISTING PAD MOUNT SWITCH. CONFIGURATION AS INDICATED. INTERRUPTOR EXISTENTE MONTADO EN LOSA. CONFIGURACION SEGUN SE INDIQUE. PAD MOUNT SWITCH. CONFIGURATION AS INDICATED. INTERRUPTOR MONTADO EN LOSA. CONFIGURACION SEGUN SE INDICA. AREA POLE AND LUMINAIRE. POSTE Y LUMINARIA SHORE POWER INDUSTRIAL STATION. PUNTO DE CONEXION EN EL MUELLE EXISTING SECONDARY UNIT SUBSTATION. SUBESTACION SECUNDARIA EXISTENTE SECONDARY UNIT SUBSTATION. SUBESTACION SECUNDARIA EQUIPMENT CONNECTION CONEXION DE EQUIPO

AutoCAD SHX Text EXISTING CABLE OR BUS, TYPE AND CHARACTERISTICS AS INDICATED. CABLE O BUS EXISTENTE, TIPO Y CARACTERISTICAS SEGUN SE INDICA. REMOVE CABLE OR BUS, TYPE AND CHARACTERISTICS AS INDICATED. RETIRAR CABLE O BUS, TIPO Y CARACTERISTICAS SEGUN SE INDICA. CABLE OR BUS, TYPE AND CHARACTERISTICS AS INDICATED. CABLE O BUS, TIPO Y CARACTERISTICAS SEGUN SE INDICA. DELTA CONNECTION. CONEXION EN TRIANGULO WYE CONNECTION. CONEXION EN ESTRELLA WYE GROUNDED CONNECTION. CONEXION EN ESTRELLA CON TOMA DE TIERRA GROUND CONNECTION. CONEXION A TIERRA MOLDED CASE CIRCUIT BREAKER. INTERRUPTOR AUTOMATICO DE CAJA MOLDEADA LOW VOLTAGE DRAWOUT POWER CIRCUIT BREAKER. INTERRUPTOR AUTOMATICO EXTRAIBLE DE BAJA TENSION MEDIUM VOLTAGE CIRCUIT BREAKER. INTERRUPTOR AUTOMATICO DE MEDIA TENSION MEDIUM VOLTAGE DRAWOUT CIRCUIT BREAKER. INTERRUPTOR AUTOMATICO EXTRAIBLE DE MEDIA TENSION MEDIUM VOLTAGE DRAWOUT DISCONNECT SWITCH. DESCONECTADOR EXTRAIBLE DE MEDIA TENSION DISCONNECT SWITCH. DESCONECTADOR POWER TRANSFORMER, RATINGS AS INDICATED. TRANSFORMADOR DE POTENCIA, CAPACIDAD SEGUN SE INDICA. CURRENT TRANSFORMER, RATINGS AS INDICATED. TRANSFORMADOR DE INTENSIDAD, CAPACIDAD SEGUN SE INDICA. VOLTAGE TRANSFORMER, RATINGS AS INDICATED. TRANSFORMADOR DE TENSION, CAPACIDAD SEGUN SE INDICA. SURGE ARRESTER. PROTECCION DE SOBRETENSION CABLE TERMINATION. TERMINAL DE CABLE NEUTRAL BUS. BUS DE NEUTRO GROUND BUS. BUS DE TIERRA

AutoCAD SHX Text GIS GAS-INSULATED SWITCHGEAR GAS-INSULATED SWITCHGEAR INTERRUPTOR DE MANIOBRA AISLADO EN GAS GND GROUND GROUND TERRENO/TIERRA/ENTERRADO KAIC THOUSAND AMP INTERRUPTING CAPACITY THOUSAND AMP INTERRUPTING CAPACITY KILOAMPERIOS CAPACIDAD DE INTERRUPCION KW KILOWATT KILOWATT KILOVATIO kV KILOVOLT KILOVOLT KILOVOLTIO kVA KILOVOLT AMPERES KILOVOLT AMPERES KILOVOLTIAMPERIO LB ELBOW BODY ELBOW BODY CODO LC LOAD CENTER LOAD CENTER ARMARIO LTC LOAD TAP CHANGER LOAD TAP CHANGER CAMBIADOR DE TOMAS LV LOW VOLTAGE LOW VOLTAGE BAJA TENSION MAX MAXIMUM MAXIMUM MAXIMO MCB MAIN CIRCUIT BREAKER MAIN CIRCUIT BREAKER INTERRUPTOR AUTOMATICO PRINCIPAL MIN MINIMUM MINIMUM MINIMO MG MOTOR GENERATOR MOTOR GENERATOR MOTO-GENERADOR MGSG MOTOR GENERATOR SWITCHGEAR MOTOR GENERATOR SWITCHGEAR INTERRUPTOR DE MANIOBRAS DEL MOTO-GENERADOR MV MEDIUM VOLTAGE MEDIUM VOLTAGE MEDIA TENSION MVA MEGAVOLT AMPERES MEGAVOLT AMPERES MEGAVOLTIAMPERIOS NC NORMALLY CLOSED NORMALLY CLOSED NORMALMENTE CERRADO NTS NOT TO SCALE NOT TO SCALE SIN ESCALA PB PUSHBUTTON PUSHBUTTON PULSADOR PMSG PAD MOUNT SWITCHGEAR PAD MOUNT SWITCHGEAR INTERRUPTOR DE MANIOBRAS MONTADO EN LOSA SFC STATIC FREQUENCY CONVERTER STATIC FREQUENCY CONVERTER CONVERTIDOR DE FRECUENCIA ESTATICO SPIS SHORE POWER INDUSTRIAL STATION SHORE POWER INDUSTRIAL STATION PUNTO DE CONEXION EN EL MUELLE SUB SUBSTATION SUBSTATION SUBESTACION SUS SECONDARY UNIT SUBSTATION SECONDARY UNIT SUBSTATION SUBESTACION SECUNDARIA SWGH SWITCHGEAR HOUSE SWITCHGEAR HOUSE CUARTO DE EQUIPOS DE MANIOBRA SWGR SWITCHGEAR SWITCHGEAR INTERRUPTOR DE MANIOBRAS T&B TOP AND BOTTOM TOP AND BOTTOM ARRIBA Y ABAJO TCS TRIP CONTROL SWITCH TRIP CONTROL SWITCH INTERRUPTOR DE CONTROL UON UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED A MENOS QUE SE INDIQUE OTRA COSA V VOLTS VOLTS VOLTIOS VAC VOLTS, ALTERNATING CURRENT VOLTS, ALTERNATING CURRENT VOLTIOS, CORRIENTE ALTERNA VDC VOLTS, DIRECT CURRENT VOLTS, DIRECT CURRENT VOLTIOS, CORRIENTE CONTINUA XMR TRANSFORMER TRANSFORMER TRANSFORMADOR

AutoCAD SHX Text FEEDER PROTECTION RELAY. RELE DE PROTECCION DE ALIMENTACION TRANSFORMER PROTECTION RELAY. RELE DE PROTECCION DEL TRANSFORMADOR MAIN PROTECTION RELAY. RELE DE PROTECCION PRINCIPAL PRINCIPAL BUS PROTECTION RELAY. RELE DE PROTECCION DEL BUS LOCKOUT RELAY. RELE DE BLOQUEO SUDDEN PRESSURE RELAY. RELE DE PRESION SUBITA RAPID PRESSURE RISE RELAY. RELE DE INCREMENTO RAPIDO DE PRESION AUXILARY CONTROL RELAY. RELE DE CONTROL AUXILIAR SHUNT TRIP SOLENOID. SOLENOIDE DEL SHUNT ELECTRICITY METER. CONTADOR ELECTRICO INPUT/OUTPUT MODULE. MODULO ENTRADA/SALIDA DIGITAL LOAD TAP CHANGER. INICIADOR DE SEÑAL DIGITAL AUTOMATION CONTROLLER. CONTROLADOR AUTOMATICO GLOBAL POSITIONING SYSTEM. SISTEMA DE POSICION GLOBAL

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TRANSFORMADOR

"T1B" 60Hz

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