ATT J 1561956dwg03of19.pdf

PDF 12 MB Posted

Attached to
Design Build Design Bid Build Indefinite Delivery Indefinite Quantity Multiple Award Construction Contract for Projects, Primarily Located at Rota, Spain and Worldwide
Solicitation number
N6247020R4011
Issued by

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This solicitation is for a Design-Build (DB) Design-Bid-Build (DBB) Indefinite Delivery Indefinite Quantity (IDIQ) Multiple Award Construction Contract for Projects, primarily located at Rota, Spain and worldwide. The Naval Facilities Engineering Command is seeking contractors to provide construction services such as design-build and design-bid-build projects for facilities and infrastructure located primarily at Rota, Spain as well as other worldwide locations. Under the IDIQ contract structure, task orders will be competed among awardees for individual construction projects of varying size and complexity over the five year period of performance.

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Other files

File Type Posted
26 32 13.00 20 (24 Feb 2021).pdf PDF
28 10 05 (23 Feb 2021).pdf PDF
N6247020R4011 0006.pdf PDF
1561956 Amend 0005 Dwg (3 Feb 21).pdf PDF
N6247020R4011 0005.pdf PDF
Attachment (G) - Seed Project Task Order General Requirements (11 Feb 2021).pdf PDF
07 32 13.pdf PDF
08 41 13 Rev.pdf PDF
Attachment E - Schedule B Price Proposal Form (3 Feb 2021).pdf PDF
N6247020R4011 0004.pdf PDF
08 56 53.pdf PDF
28 10 05.pdf PDF
08 41 13.pdf PDF
01 45 35.pdf PDF
N6247020R4011 0003.pdf PDF
28 08 10.pdf PDF
ATT J 1561956dwg02Aof19.pdf PDF
N6247020R4011 0002.pdf PDF
N6247020R4011 0001.pdf PDF
ATTACHMENT K Site Location Photos.pdf PDF
ATT J 1561956dwg01of19.pdf PDF
ATT J 1561956dwg09of19.pdf PDF
ATT H 1561956spc1of2.pdf PDF
ATT J 1561956dwg13of19.pdf PDF
N6247020R4011.pdf PDF
Attachment E - Schedule B Price Proposal Form.pdf PDF
ATT G SEED PROJECT TASK ORDER GENERAL REQUIREMENTS.pdf PDF
ATT J 1561956dwg14of19.pdf PDF
ATT J 1561956dwg04of19.pdf PDF
Attachment D - Past Performance Questionnaire.pdf PDF
ATT J 1561956dwg17of19.pdf PDF
ATT J 1561956dwg06of19.pdf PDF
ATT J 1561956dwg19of19.pdf PDF
ATT J 1561956dwg05of19.pdf PDF
ATT J 1561956dwg16of19.pdf PDF
Attachment F - LRA Commercial Vehicle Inspection Procedures.pdf PDF
ATT J 1561956dwg08of19.pdf PDF
ATT J 1561956dwg10of19.pdf PDF
ATT J 1561956dwg02of19.pdf PDF
ATT J 1561956dwg18of19.pdf PDF
ATT J 1561956dwg15of19.pdf PDF
ATT H 1561956spc2of2.pdf PDF
Attachment B - SEC-NAV_5512_1_11787 Form.pdf PDF
ATT J 1561956dwg11of19.pdf PDF
Attachment C - Construction and Design Experience Project Data Sheet.pdf PDF
ATT J 1561956dwg12of19.pdf PDF
Attachment A - Pre-Proposal Inquiry Form.xls XLS spreadsheet
ATT J 1561956dwg07of19.pdf PDF
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GENERAL NOTES UTILITY NOTES

DEMOLITION NOTES

EROSION & SEDIMENT CONTROL NOTES

C-001

/ NOTAS GENERALES

NOTAS DE CONTROL DE EROSIÓN Y SEDIMENTACIÓN

/ NOTAS DE DEMOLICIÓN

/ NOTAS DE INSTALACIONES

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4525 Main Street, Suite 1400

Virginia Beach, VA 23462

757.455.5800

AutoCAD SHX Text NORTHING/EASTING COORDINATES FOR BUILDING LOCATIONS ARE REFERENCED TO THE STRUCTURAL GRID AS SHOWN ON THE BUILDING DRAWINGS. DIMENSIONS FOR LAYOUT OF SITE FEATURES ARE REFERENCED TO EXTERIOR FACE OF BUILDING WALL. REFER TO SURVEY NOTES ON SHEET C-004 FOR HORIZONTAL AND VERTICAL DATUM INFORMATION. REPLACE WITH MATCHING MATERIALS PAVEMENT, DRIVEWAYS, WALKS, CURBS, LANDSCAPING, ETC., THAT MAY BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION AT CONTRACTOR'S EXPENSE. ADJUST EXISTING MANHOLE RIMS, VALVE BOX COVERS, AND OTHER UTILITY SURFACE FEATURES TO FINISHED GRADE, UNLESS SPECIFICALLY NOTED OTHERWISE. TRANSITION GRADING AT A CONSTANT SLOPE BETWEEN INDICATED GRADES AND CONTOURS, UNLESS NOTED OTHERWISE. DIMENSIONS WITHOUT A DECIMAL POINT ARE MILLIMETERS AND DIMENSIONS WITH A DECIMAL POINT ARE METERS, UNLESS OTHERWISE LABELED. GEOTECHNICAL BORING LOCATIONS ARE SHOWN ON SHEET BB101 AND BB102. REFER TO ARCHITECTURAL SHEETS FOR DETAILS OF BUILDINGS AND BUILDING DIMENSIONS. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL SITE WORK INCLUDING DEMOLITION AND NEW UTILITY INSTALLATION.

AutoCAD SHX Text VERIFY THE EXISTENCE AND LOCATION OF UTILITIES PRIOR TO EXCAVATION AND THE EXISTENCE AND LOCATION OF UTILITIES PRIOR TO EXCAVATION AND THE EXISTENCE AND LOCATION OF UTILITIES PRIOR TO EXCAVATION AND EXISTENCE AND LOCATION OF UTILITIES PRIOR TO EXCAVATION AND EXISTENCE AND LOCATION OF UTILITIES PRIOR TO EXCAVATION AND AND LOCATION OF UTILITIES PRIOR TO EXCAVATION AND AND LOCATION OF UTILITIES PRIOR TO EXCAVATION AND LOCATION OF UTILITIES PRIOR TO EXCAVATION AND LOCATION OF UTILITIES PRIOR TO EXCAVATION AND OF UTILITIES PRIOR TO EXCAVATION AND OF UTILITIES PRIOR TO EXCAVATION AND UTILITIES PRIOR TO EXCAVATION AND UTILITIES PRIOR TO EXCAVATION AND PRIOR TO EXCAVATION AND PRIOR TO EXCAVATION AND TO EXCAVATION AND TO EXCAVATION AND EXCAVATION AND EXCAVATION AND AND AND CONSTRUCTION WORK. NOTIFY THE CONTRACTING OFFICER WHERE CONFLICTS MAY EXIST WORK. NOTIFY THE CONTRACTING OFFICER WHERE CONFLICTS MAY EXIST WORK. NOTIFY THE CONTRACTING OFFICER WHERE CONFLICTS MAY EXIST NOTIFY THE CONTRACTING OFFICER WHERE CONFLICTS MAY EXIST NOTIFY THE CONTRACTING OFFICER WHERE CONFLICTS MAY EXIST THE CONTRACTING OFFICER WHERE CONFLICTS MAY EXIST THE CONTRACTING OFFICER WHERE CONFLICTS MAY EXIST CONTRACTING OFFICER WHERE CONFLICTS MAY EXIST CONTRACTING OFFICER WHERE CONFLICTS MAY EXIST OFFICER WHERE CONFLICTS MAY EXIST OFFICER WHERE CONFLICTS MAY EXIST WHERE CONFLICTS MAY EXIST WHERE CONFLICTS MAY EXIST CONFLICTS MAY EXIST CONFLICTS MAY EXIST MAY EXIST MAY EXIST EXIST EXIST THAT WOULD ADVERSELY AFFECT WORK. PLUG PIPES ABANDONED IN PLACE AND FILL WITH FLOWABLE FILL.

AutoCAD SHX Text ALL DISTURBED AREAS WITHIN THE PROJECT LIMITS NOT OCCUPIED BY STRUCTURES, PAVEMENT, SIDEWALKS, OR DESIGNATED TO BE LANDSCAPED SHALL BE SEEDED IN ACCORDANCE WITH THE SPECIFICATIONS. RESTORE AREAS OUTSIDE THE PROJECT LIMITS DISTURBED BY CONSTRUCTION OR MOBILIZATION TO THEIR ORIGINAL CONDITION UNLESS SPECIFIED OTHERWISE, AT NO ADDITIONAL COST TO THE GOVERNMENT. INSTALL TEMPORARY OR PERMANENT EROSION AND SEDIMENT CONTROL PRACTICES TO RETAIN SEDIMENTS ON THE PROJECT SITE PRIOR TO LAND CLEARING, GRUBBING, GRADING AND EARTH MOVING WORK. GIVE SPECIAL ATTENTION TO CRITICAL EROSION AREAS PRIOR TO AND DURING CONSTRUCTION OF THE PROJECT AND UNTIL DISTURBED/DENUDED AREAS ARE STABILIZED. INSTALL THE CONSTRUCTION ENTRANCE BEFORE INITIATION OF CLEARING AND GRUBBING AND EARTH MOVING OPERATIONS. MAINTAIN THE CONSTRUCTION ENTRANCE THROUGHOUT CONSTRUCTION. INSTALL INLET PROTECTION PRACTICES AROUND THE PERIMETER OF INLETS TO PREVENT SEDIMENT FROM ENTERING THE STRUCTURE. MAINTAIN AND INSPECT EROSION AND SEDIMENT CONTROL PRACTICES ON A WEEKLY BASIS AND AFTER EACH SIGNIFICANT RAINFALL. REPAIR, ADJUST OR REPLACE IMMEDIATELY. RAINY SEASONS AND WET PERIODS WILL BE OF PARTICULAR CONCERN AND THE PROJECT MAY HAVE TO BE INSPECTED DAILY. CONTROL AIRBORNE SEDIMENTS (DUST). CONSTRUCT AND MAINTAIN SUFFICIENT EROSION AND SEDIMENT CONTROL DEVICES TO PREVENT SOIL FROM BEING ERODED AND DEPOSITED ON ADJACENT STREETS, DRAINAGE SYSTEMS AND WATER COURSES. THE DEVICES MUST BE CLEAR OF MUD, DEBRIS, AND ERODED MATERIAL DURING CONSTRUCTION. PLACE TREE PROTECTION AROUND TREES DESIGNATED BY THESE PLANS TO REMAIN THAT ARE INSIDE OR ADJACENT TO THE PROJECT LIMITS PRIOR TO CLEARING, GRADING, AND CONSTRUCTION. MAINTAIN TREE PROTECTION DURING CONSTRUCTION. ITEMS INCLUDING, BUT NOT LIMITED TO, BOARDS, WIRES AND SIGNAGE MUST NOT BE NAILED OR ATTACHED TO TREES TO BE RETAINED.

AutoCAD SHX Text MAINTAIN ACCESS TO EXISTING FIRE HYDRANTS. LOCATE AND MARK EXISTING UTILITIES PRIOR TO EXCAVATION. COORDINATE UTILITY LOCATION AND MARKING WITH THE CONTRACTING OFFICER AND BASE UTILITY PERSONNEL. UNLESS OTHERWISE NOTED, EXISTING UTILITIES MUST REMAIN IN PLACE. PROTECT EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. HAND EXCAVATE WITHIN 0.61 METERS OF EXISTING UTILITIES. DAMAGE TO EXISTING UTILITIES (INCLUDING BUT NOT LIMITED TO WATER, SEWER, FUEL, ELECTRIC, TELEPHONE, AND STORM DRAINS) MUST BE REPAIRED TO THE SATISFACTION OF THE CONTRACTING OFFICER, AT NO ADDITIONAL COST TO THE GOVERNMENT. DEPTH OF EXISTING UTILITIES SUCH AS FUEL, WATER, ELECTRIC, TELECOMMUNICATIONS, AND FIBER OPTIC ARE BASED ON INDUSTRY STANDARDS. VERIFY THE DEPTH AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. IMMEDIATELY CONTACT THE CONTRACTING OFFICER IF EXISTING UTILITIES WILL CONFLICT WITH WORK.

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NOTES

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NOTAS

AutoCAD SHX Text LAS COORDENADAS NORTE/ESTE PARA LA UBICACIÓN DEL EDIFICIO ESTÁN REFERENCIADAS A LOS EJES ESTRUCTURALES TAL Y COMO SE MUESTRA EN LOS PLANOS DEL EDIFICIO.

AutoCAD SHX Text LAS DIMENSIONES DE LA DISTRIBUCIÓN DE LOS ELEMENTOS EXTERIORES ESTÁN REFERENCIADAS A LA CARA EXTERIOR DEL MURO DEL EDIFICIO.

AutoCAD SHX Text VER LAS NOTAS DE TOPOGRAFÍA EN PLANO C-004 PARA LA INFORMACIÓN DATUM HORIZONTAL Y VERTICAL.

AutoCAD SHX Text SUSTITUIR CON MATERIALES IGUALES LOS PAVIMENTOS, CARRETERAS, PASEOS, BORDILLOS, JARDINES, ETC., QUE PUEDAN SER CORTADOS O DAÑADOS DURANTE LA CONSTRUCCIÓN BAJO COSTE DEL CONTRATISTA.

AutoCAD SHX Text AJUSTAR LAS TAPAS DE LOS POZOS EXISTENTES, LAS CUBIERTAS DE LAS CAJAS DE VÁLVULAS, Y CUALQUIER OTRO ELEMENTO DE SUPERFICIE DE LAS INSTALACIONES NIVELANDO CON EL TERRENO, A MENOS QUE SE INDIQUE ESPECÍFICAMENTE OTRA COSA.

AutoCAD SHX Text NIVELAR TRANSICIONES CON UNA PENDIENTE CONSTANTE ENTRE LOS NIVELES Y CURVAS INDICADAS, A MENOS QUE SE INDIQUE OTRA COSA.

AutoCAD SHX Text LAS DIMENSIONES SIN PUNTO DECIMAL ESTÁN EN MILÍMETROS Y LAS DIMENSIONES CON PUNTO DECIMAL ESTÁN EN METROS, A MENOS QUE SE INDIQUE OTRA COSA.

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LA POSICIÓN DE LOS SONDEOS GEOTÉCNICOS SE MUESTRAN EN LOS PLANOS BB101 Y BB102

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VER LOS PLANOS DE ARQUITECTURA PARA DETALLES Y DIMENSIONES DE LOS EDIFICIOS.

AutoCAD SHX Text VER LOS PLANOS ELÉCTRICOS PARA TRABAJOS EXTERIORES ADICIONALES INCLUYENDO DEMOLICIÓN E INSTALACIÓN DE NUEVAS INSTALACIONES.

AutoCAD SHX Text COMPROBAR LA EXISTENCIA Y POSICIÓN DE LAS INSTALACIONES ANTES DE EXCAVAR Y REALIZAR CUALQUIER TRABAJO DE CONSTRUCCIÓN. NOTIFICAR AL OFICIAL CONTRATANTE DONDE HAYA CONFLICTOS QUE PUEDAN TENER EFECTOS ADVERSOS SOBRE LOS TRABAJOS.

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TAPONAR LAS TUBERÍAS ABANDONADAS IN SITU Y RELLENAR CON RELLENO FLUIDO.

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MANTENER EL ACCESO A LOS HIDRANTES DE INCENDIOS EXISTENTES.

AutoCAD SHX Text POSICIONAR Y MARCAR LAS INSTALACIONES EXISTENTES ANTES DE EXCAVAR. COORDINAR LA POSICIÓN DE LAS INSTALACIONES Y LAS MARCAS CON EL OFICIAL CONTRATANTE Y EL PERSONAL DE INSTALACIONES DE LA BASE.

AutoCAD SHX Text A MENOS QUE SE INDIQUE OTRA COSA, LAS INSTALACIONES EXISTENTES PERMANECERÁN EN EL LUGAR. PROTEGER LAS INSTALACIONES EXISTENTES CONTRA CUALQUIER DAÑO DURANTE LA CONSTRUCCIÓN. EXCAVAR MANUALMENTE DENTRO DE LA ZONA DE 0.61 METROS DE LAS INSTALACIONES EXISTENTES. LOS DAÑOS A LAS INSTALACIONES EXISTENTES (INCLUYENDO PERO NO LIMITÁNDOSE A LA DE AGUA, SANEAMIENTO, COMBUSTIBLE, ELÉCTRICA, TELEFÓNICA, Y DRENAJES DE PLUVIALES) DEBERÁN REPARARSE A SATISFACCIÓN DEL OFICIAL CONTRATANTE, Y SIN COSTE ADICIONAL PARA EL GOBIERNO.

AutoCAD SHX Text LA PROFUNDIDAD DE LAS INSTALACIONES EXISTENTES COMO COMBUSTIBLE, AGUA, ELECTRICIDAD, TELECOMUNICACIONES Y FIBRA ÓPTICA ESTÁN BASADAS EN LAS NORMAS INDUSTRIALES. VERIFICAR LA PROFUNDIDAD Y TAMAÑO DE LAS INSTALACIONES EXISTENTES ANTES DE LA CONSTRUCCIÓN. CONTACTAR INMEDIATAMENTE AL OFICIAL CONTRATANTE SI EXISTE CONFLICTO ENTRE LAS INSTALACIONES EXISTENTES Y LOS TRABAJO.S

AutoCAD SHX Text TODAS LAS ZONAS AFECTADAS DENTRO DE LOS LÍMITES DEL PROYECTO NO OCUPADAS POR CONSTRUCCIONES, PAVIMENTO, ACERADOS, O DISEÑADAS A SER AJARDINADAS SE SEMBRARÁN DE ACUERDO CON LAS ESPECIFICACIONES.

AutoCAD SHX Text RESTAURAR LAS ZONAS FUERA DE LOS LÍMITES DEL PROYECTO AFECTADAS POR LA CONSTRUCCIÓN O DEJAR EN SUS CONDICIONES ORIGINALES A MENOS QUE SE INDIQUE OTRA COSA, SIN COSTE ADICIONAL PARA EL GOBIERNO.

AutoCAD SHX Text INSTALAR ELEMENTOS DE CONTROL DE EROSIÓN Y SEDIMENTACIÓN TEMPORAL O PERMANENTE PARA RETENER SEDIMENTOS EN EL EXTERIOR DEL PROYECTO ANTES DE REALIZAR DESMONTAR, DESBROZAR, NIVELAR O REALIZAR MOVIMIENTOS DE TIERRA.

AutoCAD SHX Text PRESTAR ESPECIAL ATENCIÓN A LAS ZONAS DE EROSIÓN CRÍTICAS ANTES Y DURANTE LA CONSTRUCCIÓN DEL PROYECTO Y HASTA QUE SE ESTABILICEN LAS ZONAS AFECTADAS/EROSIONADAS

AutoCAD SHX Text INSTALAR LA ENTRADA A LA OBRA ANTES DE INICIAR LOS TRABAJOS DE LIMPIEZA Y DESBROCE Y LAS OPERACIONES DE MOVIMIENTO DE TIERRAS. MANTENER LA ENTRADA A LA OBRA DURANTE LA CONSTRUCCIÓN.

AutoCAD SHX Text INSTALAR LOS ELEMENTOS DE PROTECCIÓN DE ENTRADAS A LO LARGO DEL PERÍMETRO DE LAS ENTRADAS PARA PREVENIR LA SEDIMENTACIÓN DE LA ENTRADA DE LA ESTRUCTURA.

AutoCAD SHX Text MANTENER E INSPECCIONAR LOS ELEMENTOS DE CONTROL DE EROSIÓN Y SEDIMENTACIÓN SEMANALMENTE Y DESPUÉS DE CADA PRECIPITACIÓN IMPORTANTE. REPARAR, AJUSTAR O SUSTITUIR INMEDIATAMENTE. LAS ESTACIONES LLUVIOSAS Y LOS PERÍODOS DE HUMEDAD TENDRÁN UNA IMPORTANCIA ESPECIAL Y EL PROYECTO TENDRÁ QUE SER INSPECCIONADO DIARIAMENTE.

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CONTROLAR LOS SEDIMENTOS AÉREOS (POLVO)

AutoCAD SHX Text CONSTRUIR Y MANTENER LOS DISPOSITIVOS DE CONTROL DE EROSIÓN Y SEDIMENTACIÓN LO SUFICIENTE COMO PARA PREVENIR QUE EL TERRENO PUEDA SER EROSIONADO Y DEPOSITADOS JUNTO A CALLES, SISTEMAS DE DRENAJE Y CURSOS DEL AGUA. LOS DISPOSITIVOS ESTARÁN LIBRES DE BARRO, ESCOMBROS, Y MATERIAL EROSIONADO DURANTE LA OBRA.

AutoCAD SHX Text COLOCAR PROTECCIÓN PARA ARBOLADO ALREDEDOR DE LOS ÁRBOLES DISEÑADO EN ESTOS PLANOS COMO A PERMANECER Y QUE ESTÁN DENTRO O JUNTO A LOS LÍMITES DEL PROYECTO ANTES DE LIMPIAR, NIVELAR Y CONSTRUIR. MANTENER LA PROTECCIÓN DE LOS ÁRBOLES DURANTE LA OBRA.

AutoCAD SHX Text ELEMENTOS QUE INCLUYAN, PERO NO SE LIMITEN A, BOLARDOS, CABLES Y SEÑALES NO DEBEN SER CLAVADOS NI COGIDOS A LOS ÁRBOLES PARA SU SUJECIÓN.

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DEPARTMENT OF THE NAVY

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NAVFAC METRIC DRAWFORM REVISION: 01 FEBRUARY 2017

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ROTA, SPAIN

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NORFOLK, VA

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4525 Main Street, Suite 1400

Virginia Beach, VA 23462

757.455.5800

LEGEND ABBREVIATIONS

C-002

/ LEYENDA / ABREVIATURAS

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BUILDING

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SURVEY CONTROL DATA AND NOTES

C1 DATOS DE CONTROL Y NOTAS DE LA TOPOGRAFÍA

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THE LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE.

AutoCAD SHX Text THE ACTUAL LOCATIONS OF UNDERGROUND UTILITIES AND/OR STRUCTURES MAY VARY FROM THE LOCATIONS SHOWN HEREON.

AutoCAD SHX Text ADDITIONAL UNDERGROUND UTILITIES AND/OR STRUCTURES MAY BE PRESENT; AND SOME UTILITIES AND/OR STRUCTURES MAY BE MISSING FROM THIS/THESE DRAWINGS.THIS/THESE DRAWINGS.

AutoCAD SHX Text HORIZONTAL COORDINATES AND ELEVATIONS ARE IN UTM METRIC (ZONE 29 NORTH). HORIZONTAL CONTROL IS BASED ON EUROPEAN DATUM 1950 (PORTUGAL/SPAIN). ELEVATIONS ARE IN METERS ABOVE SEA LEVEL (MEAN SEA LEVEL AT ALICANTE).

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TOPOGRAPHIC SURVEY BY:

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GRUPO PRISMA, C.B.

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DATED: NOVEMBER 2012

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CALLE REAL, 247 11540 PUERTO REAL (CADIZ)

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AutoCAD SHX Text THE LOCATION OF UNDERGROUND UTILITIES IS BASED ON SURFACE EVIDENCE AND/OR SURFACE STRUCTURES IN COMBINATION WITH INFORMATION PROVIDED TO THE SURVEYOR SUCH AS DESIGN AND/OR AS-BUILT DRAWINGS.

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DATOS DE CONTROL Y NOTAS DE LA TOPOGRAFÍA

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LEVANTAMIENTO TOPOGRÁFICO POR:

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LA POSICIÓN DE LAS INSTALACIONES ENTERRADAS ES APROXIMADA.

AutoCAD SHX Text LA POSICIÓN DE LAS INSTALACIONES ENTERRADAS ESTÁ BASADA EN EVIDENCIAS EN SUPERFICIE Y/O INSTALACIONES SUPERFICIALES EN COMBINACIÓN CON LA INFORMACIÓN SUMINISTRADA POR EL TOPÓGRAFO COMO DISEÑO Y/O PLANOS ACABADOS.

AutoCAD SHX Text LA POSICIÓN REAL DE LAS INSTALACIONES ENTERRADAS Y/O ESTRUCTURAS PUEDEN VARIAR DE LAS POSICIONES INDICADAS AQUÍ.

AutoCAD SHX Text INSTALACIONES Y/O ESTRUCTURAS ENTERRADAS ADICIONALES PUEDE APARECER; Y ALGUNAS INSTALACIONES Y/O ESTRUCTURAS PUEDEN NO ESTAR COMO SE PRESENTA EN ESTE/ESTOS PLANOS.

AutoCAD SHX Text LAS COORDENADAS HORIZONTALES Y LAS ELEVACIONES ESTÁN EN COORDENADAS UTM (ZONA NORTE 29). EL CONTROL HORIZONTAL ESTÁ BASADO EN DATUM EUROPEO 1950 (PORTUGAL/ESPAÑA). LAS ELEVACIONES ESTÁN EN METROS SOBRE EL NIVEL DEL MAR (SIGNIFICA NIVEL DEL MAR EN ALICANTE).

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SURVEY BENCHMARK INFORMATION

INFORMACIÓN SOBRE LAS BASES DE REPLANTEO TOPOGRÁFICAS

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CAP WATER LINE OUTSIDE BUILDING LIMITS.

CAP SANITARY SEWER LINE OUTSIDE BUILDING LIMITS.

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NAVFAC METRIC DRAWFORM REVISION: 01 FEBRUARY 2017

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CHK

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ROTA, SPAIN

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SMS/LKJ

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NAVFAC ATLANTIC

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NORFOLK, VA

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CYNTHIA DE JONG, RA

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PM/DM

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BRANCH MANAGER

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DESIGN DIRECTOR

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FIRE PROTECTION

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RMS

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RSP

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TAR

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PIER - DEMOLITION PLAN

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MUELLE - PLANTA DE DEMOLICIÓN

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RETIRAR EDIFICIO Y DEMOLER LOSA

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TAPONAR LAS LÍNEAS DE AGUA FUERA DE LOS LÍMITES DEL EDIFICIO.

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TAPONAR LAS LÍNEAS DE SANEAMIENTO FUERA DE LOS LÍMITES DEL EDIFICIO.

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DEMOLER PAVIMENTO DE HORMIGÓN

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GV#466

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DEPARTMENT OF THE NAVY

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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DESCRIPTION

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DATE

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APPR

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NAVFAC METRIC DRAWFORM REVISION: 01 FEBRUARY 2017

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CHK

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SATISFACTORY TO

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SMS/LKJ

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CYNTHIA DE JONG, RA

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PM/DM

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BRANCH MANAGER

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DESIGN DIRECTOR

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FIRE PROTECTION

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SLOPE HEAVEY DUTY ASPHALT PAVEMENT TO DRAIN.

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RMS

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RSP

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AS INDICATED

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PIER - SITE PLAN

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MUELLE - PLANTA DE EXTERIORES

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DAR PENDIENTE EN ASFALTO PARA TRAFICO PESADO PARA DRENAR

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PALM

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SHRUBS

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BROOM

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BROOM

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BROOM

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PRICKLY PEAR CACTUS

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TELEFÓNICA

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30 CM

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30 CM

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20 CM

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25 CM

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METAL

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BROKEN, ONLY TOE

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INV=6.96

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INV=7.12

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ESD

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AutoCAD SHX Text 8.79

AutoCAD SHX Text 8.8

AutoCAD SHX Text 8.63

AutoCAD SHX Text 8.76

AutoCAD SHX Text 8.77

AutoCAD SHX Text 8.56

AutoCAD SHX Text 8.73

AutoCAD SHX Text 8.57

AutoCAD SHX Text 8.46

AutoCAD SHX Text 8.65

AutoCAD SHX Text 8.54

AutoCAD SHX Text 8.29

AutoCAD SHX Text 8.34

AutoCAD SHX Text 8.12

AutoCAD SHX Text 8.03

AutoCAD SHX Text 8.15

AutoCAD SHX Text 8.37

AutoCAD SHX Text 8.3

AutoCAD SHX Text 8.06

AutoCAD SHX Text 7.81

AutoCAD SHX Text 7.98

AutoCAD SHX Text 7.85

AutoCAD SHX Text 7.99

AutoCAD SHX Text 7.71

AutoCAD SHX Text 7.55

AutoCAD SHX Text 8.14

AutoCAD SHX Text 8.16

AutoCAD SHX Text 8.15

AutoCAD SHX Text 8.12

AutoCAD SHX Text 8.03

AutoCAD SHX Text 8.01

AutoCAD SHX Text 8.03

AutoCAD SHX Text 8.06

AutoCAD SHX Text 7.6

AutoCAD SHX Text 7.59

AutoCAD SHX Text 7.24

AutoCAD SHX Text 7.23

AutoCAD SHX Text 7.39

AutoCAD SHX Text 7.25

AutoCAD SHX Text 7.12

AutoCAD SHX Text 7.07

AutoCAD SHX Text 7.04

AutoCAD SHX Text 7.17

AutoCAD SHX Text 7.72

AutoCAD SHX Text 7.65

AutoCAD SHX Text 7.78

AutoCAD SHX Text 7.84

AutoCAD SHX Text 7.93

AutoCAD SHX Text 7.89

AutoCAD SHX Text 7.76

AutoCAD SHX Text 7.72

AutoCAD SHX Text 7.86

AutoCAD SHX Text 7.81

AutoCAD SHX Text 7.89

AutoCAD SHX Text 7.84

AutoCAD SHX Text 7.96

AutoCAD SHX Text 7.88

AutoCAD SHX Text 7.95

AutoCAD SHX Text 7.9

AutoCAD SHX Text 7.93

AutoCAD SHX Text

AutoCAD SHX Text 8.05

AutoCAD SHX Text 8.14

AutoCAD SHX Text 8.1

AutoCAD SHX Text 8.04

AutoCAD SHX Text 8.09

AutoCAD SHX Text 8.17

AutoCAD SHX Text 8.23

AutoCAD…

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