Attachment H - WO799152dwg05of35CIVIL.pdf

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Attached to
P130 COMMUNICATION STATION, NAS SIGONELLA, ITALY
Solicitation number
N6247020R4003
Issued by

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This package includes construction drawings and specifications for a communications station project at Naval Station Sigonella in Italy. Key details include demolishing existing buildings and infrastructure and constructing new facilities, utilities, parking, fencing and antennas. The project involves the Naval Facilities Engineering Command and is funded through a military construction program. Construction is scheduled to begin in 2020 with demolition, site work and building phases outlined. Product and service requirements are defined along with design standards and notes addressing site access, security, drainage and utility coordination.

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REVISED SPECIFICATION SECTION 01 30 01.00 20 (AMENDMENT 0002).pdf PDF
ATTACHMENT E REVISED SCHEDULE B PRICE PROPOSAL FORM DATED 07242020.pdf PDF
Amend 0002 07282020.pdf PDF
Attachment I - Photos - Site Locations.pdf PDF
Amend 0001 07142020.pdf PDF
Attachment E - Schedule B Price Proposal Form.pdf PDF
Attachment H - WO799152dwg11of35GENERALVOL02.pdf PDF
Attachment G - WO799152_spc_04of04.pdf PDF
Attachment A - Pre-Proposal Inquiry Form.xls XLS spreadsheet
Attachment H - WO799152dwg06of35CIVIL.pdf PDF
Attachment H - WO799152dwg09of35STRUCTURAL.pdf PDF
Attachment H - WO799152dwg07od35LANDSCAPE.pdf PDF
Attachment H - WO799152dwg34of35TELECOM.pdf PDF
Attachment H - WO799152dwg20of35INTERIORDESIGN.pdf PDF
Attachment H - WO799152dwg32of35ELECTRICAL.pdf PDF
Attachment H - WO799152dwg30of35GENERALVOL04.pdf PDF
Attachment H - WO799152dwg13of35ARCHITECTUREDEMO.pdf PDF
Attachment H - WO799152dwg01of35GENERALVOL01.pdf PDF
Attachment H - WO799152dwg26of35MECHANICAL.pdf PDF
Attachment H - WO799152dwg02of35GENERALVOL01.pdf PDF
Attachment H - WO799152dwg31of35ELECTRICAL.pdf PDF
Attachment H - WO799152dwg03of35HAZMAT.pdf PDF
Attachment H - WO799152dwg18of35ARCHITECTURE.pdf PDF
N6247020R4003 Solicitation.pdf PDF
Attachment H - WO799152dwg29of35GENERALVOL04.pdf PDF
Attachment G - WO799152_spc_01of04.pdf PDF
Attachment H - WO799152dwg19of35ARCHITECTURE.pdf PDF
Attachment H - WO799152dwg33of35ELECTRICAL.pdf PDF
Attachment H - WO799152dwg12of35ARCHITECTUREDEMO.pdf PDF
Attachment D - Past Performance Questionnaire (PPQ).pdf PDF
Attachment H - WO799152dwg23of35GENERALVOL03.pdf PDF
Attachment H - WO799152dwg15of35ARCHITECTURE.pdf PDF
Attachment H - WO799152dwg27of35MECHANICAL.pdf PDF
Attachment H - WO799152dwg17of35ARCHITECTURE.pdf PDF
Attachment H - WO799152dwg21of35INTERIORDESIGN.pdf PDF
Attachment H - WO799152dwg16of35ARCHITECTURE.pdf PDF
Attachment H - WO799152dwg35o35TELECOM.pdf PDF
Attachment H - WO799152dwg08of35STRUCTURAL.pdf PDF
Attachment B - SEC-NAV_5512_1_11787 Form.pdf PDF
Attachment H - WO799152dwg04of35GEOTECHNICAL.pdf PDF
Attachment C - Construction and Design Experience Project Data Sheet.pdf PDF
Attachment H - WO799152dwg22of35GENERALVOL03.pdf PDF
Attachment H - WO799152dwg25of35PLUMBING.pdf PDF
Attachment H - WO799152dwg10of35GENERALVOL02.pdf PDF
Attachment H - WO799152dwg24of35FIREPROTECTION.pdf PDF
Attachment F - LRA Commercial Vehicle Inspection Procedures.pdf PDF
Attachment G - WO799152_spc_02of04.pdf PDF
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CIVIL CONSTRUCTION PHASING

LEGENDA ABBREVIAZIONI NOTE GENERALI STANDARD DI PROGETTO LEGENDA E&S

FASE COSTRUZIONE CIVILE

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LEGEND, ABBREVIATIONS AND NOTES

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LEGENDA, ABBREVIAZIONI E NOTE

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AS NOTED

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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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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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DES

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DRW

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DESCRIPTION

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DATE

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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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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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OF

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EPROJECT NO.:

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NAVSTA SIGONELLA

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SIGONELLA, ITALY

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LET / JHR

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CAPITAL IMPROVEMENTS

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NORFOLK, VIRGINA

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RICHARD STEPHENS, PE

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PM/DM

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BRANCH MANAGER

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DES PROD DIR

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FIRE PROTECTION

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DPS

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APPROVED BY DONALD OWENS (VIA EMAIL) NCTAMS N5 MILCON

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TREE

AutoCAD SHX Text AST ABOVE GROUND STORAGE TANK ABOVE GROUND STORAGE TANK CL CENTERLINE CENTERLINE CLF CHAIN LINK FENCE CHAIN LINK FENCE CO CLEANOUT CLEANOUT COMM(S) COMMUNICATIONS COMMUNICATIONS CONC CONCRETE CONCRETE DI DROP INLET DROP INLET OR DIADIAMETER DIM DIMENSION DIMENSION DIP DUCTILE IRON PIPE DUCTILE IRON PIPE DOR DESIGNER OF RECORD DESIGNER OF RECORD ELEC ELECTRICAL ELECTRICAL EL, ELEV ELEVATION ELEVATION EX, EXIST EXISTING EXISTING FO FIBER OPTIC FIBER OPTIC FFE FINISH FLOOR ELEVATION FINISH FLOOR ELEVATION INV INVERT INVERT KO CONTRACTING OFFICER CONTRACTING OFFICER KTR CONTRACTOR CONTRACTOR LM LINEAR METERS LINEAR METERS LOD LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE M METERS METERS MAX MAXIMUM MAXIMUM MIN MINIMUM MINIMUM MH MANHOLE MANHOLE OC ON CENTER ON CENTER OD OUTSIDE DIAMETER OUTSIDE DIAMETER PCC PORTLAND CEMENT CONCRETE PORTLAND CEMENT CONCRETE PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE PVT PAVEMENT PAVEMENT R RADIUS RADIUS RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE RD ROOF DRAIN, ROAD ROOF DRAIN, ROAD REINF REINFORCED, -MENT REINFORCED, -MENT REQ'D REQUIRED REQUIRED SS, SAN SANITARY SEWER SANITARY SEWER SD STORM DRAIN STORM DRAIN SM SQ METER SQ METER SMH SEWER MANHOLE SEWER MANHOLE SW SIDEWALK SIDEWALK TBM TEMPORARY BENCHMARK TEMPORARY BENCHMARK TEL TELEPHONE TELEPHONE TEMP TEMPORARY TEMPORARY TYP TYPICAL TYPICAL UNO UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE W WATER WATER W/ WITH WITH W/O WITHOUT WITHOUT WWF WELDED WIRE FABRICWELDED WIRE FABRIC

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1. TOPOGRAPHIC SURVEY PREPARED BY NAVFAC ATLANTIC, FROM FIELD DATA TOPOGRAPHIC SURVEY PREPARED BY NAVFAC ATLANTIC, FROM FIELD DATA COLLECTED IN AUGUST 2018. 2. HORIZONTAL CONTROL IS BASED ON UNIVERSAL TRANSVERSE MERCATOR HORIZONTAL CONTROL IS BASED ON UNIVERSAL TRANSVERSE MERCATOR (UTM) ZONE 33 NORTH, WGS 84 DATUM. 3. VERTICAL CONTROL IS BASED ON EGM 2008 GEOID. VERTICAL CONTROL IS BASED ON EGM 2008 GEOID. 4. ESTABLISH HORIZONTAL AND VERTICAL CONTROL PRIOR TO COMMENCING ESTABLISH HORIZONTAL AND VERTICAL CONTROL PRIOR TO COMMENCING WORK. RESET ANY CONTROL POINTS DISTURBED DURING CONSTRUCTION, IN THE SAME OR IN ALTERNATE LOCATIONS IF ACCEPTABLE TO THE KO. 5. COORDINATES SHOWN AT BUILDING CORNERS ARE FOR CONVENIENCE ONLY. COORDINATES SHOWN AT BUILDING CORNERS ARE FOR CONVENIENCE ONLY. THE KTR IS RESPONSIBLE FOR VERIFYING ALL BUILDING DIMENSIONS PRIOR TO STAKING. 6. THIS SURVEY DOES NOT GUARANTEE THE EXISTENCE OR NONEXISTENCE, THIS SURVEY DOES NOT GUARANTEE THE EXISTENCE OR NONEXISTENCE, SIZE, TYPE, DEPTH, MATERIAL OR LOCATION OF ANY UNDERGROUND UTILITIES. ALL UTILITIES SHOWN ARE BASED ON ABOVEGROUND UTILITY STRUCTURES, AVAILABLE UTILITY MAPS AND SITE PLANS. THE CONTRACTOR SHALL HAVE ALL EXISTING SITE UTILITIES VERIFIED PRIOR TO ANY EXCAVATION. 7. AREAS OUTSIDE THE PROJECT LIMITS DISTURBED BY CONSTRUCTION OR AREAS OUTSIDE THE PROJECT LIMITS DISTURBED BY CONSTRUCTION OR MOBILIZATION MUST BE RESTORED TO THEIR ORIGINAL CONDITION UNLESS OTHERWISE SPECIFIED. 8. USE OF GEOTEXTILES IS ONLY PERMITTED WHERE INDICATED ON THE PLANS. USE OF GEOTEXTILES IS ONLY PERMITTED WHERE INDICATED ON THE PLANS. ANY ADDITIONAL USE OF GEOTEXTILES MUST BE APPROVED BY THE KO. 9. ENSURE COMPLIANCE WITH ALL SECURITY REGULATIONS AND ACCESS ENSURE COMPLIANCE WITH ALL SECURITY REGULATIONS AND ACCESS REQUIREMENTS FOR ALL CONTRACTOR PERSONNEL ENTERING THE PROJECT SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BADGING AND TRAINING REQUIRED FOR BASE AND CONSTRUCTION AREA ACCESS. 10. CONTRACTOR VEHICLES SHALL ABIDE BY BASE ROADWAY REGULATIONS. CONTRACTOR VEHICLES SHALL ABIDE BY BASE ROADWAY REGULATIONS. COMMERCIAL VEHICLES AND HEAVY EQUIPMENT MUST TRAVEL ALONG PREDETERMINED HAUL ROUTES AND PASS THROUGH SECURITY ACCESS POINTS. 11. ALL CONTRACTOR PERSONNEL SHALL BE BRIEFED ON APPROVED HAUL ALL CONTRACTOR PERSONNEL SHALL BE BRIEFED ON APPROVED HAUL ROUTES, RESTRICTED AREAS. 12. EQUIPMENT LAYDOWN AREAS AND HAUL ROUTES SHALL BE COORDINATED EQUIPMENT LAYDOWN AREAS AND HAUL ROUTES SHALL BE COORDINATED WITH AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY FENCING AND SECURING THESE AREAS. 13. PARKING SPACES PROVIDED: PARKING SPACES PROVIDED: 176 REGUALR 6 HANDICAP 182 TOTAL 14. THE ENTIRE SITE AND CONTRACTOR LAYDOWN AREA LIES WITHIN A THE ENTIRE SITE AND CONTRACTOR LAYDOWN AREA LIES WITHIN A FLOODPLAIN, AND HAS THE POTENTIAL TO FLOOD DURING MAJOR STORMS. 15. SYMBOLS SHOWN ON DRAWINGS ARE NOT TO SCALE, INCLUDING EROSION SYMBOLS SHOWN ON DRAWINGS ARE NOT TO SCALE, INCLUDING EROSION CONTROL SYMBOLS. FOR SIZING OF STRUCTURES, INCLUDING RIP RAP APRONS, REFER TO DETAILS. 16. OBTAIN A ROAD CLOSURE PERMIT FOR ANY ROAD WORK. SUBMIT A TRAFFIC OBTAIN A ROAD CLOSURE PERMIT FOR ANY ROAD WORK. SUBMIT A TRAFFIC CONTROL PLAN WITH THE PERMIT APPLICATION. 17. HAUL DEMOLISHED MATERIALS OFF SITE TO AN APPROVED LANDFILL, IN HAUL DEMOLISHED MATERIALS OFF SITE TO AN APPROVED LANDFILL, IN ACCORDANCE WITH ENVIRONMENTAL REGULATIONS. 18. FOR DEMOLITION OF EXISTING ASPHALT, ASSUME 10CM OF ASPHALT, AND 22 FOR DEMOLITION OF EXISTING ASPHALT, ASSUME 10CM OF ASPHALT, AND 22 CM OF AGGREGATE BASE UNLESS NOTED OTHERWISE IN GEOTECHNICAL REPORT.

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LIGHT POLE

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BOLLARD

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WATER VALVE

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WATER METER

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FIRE HYDRANT

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SIGN

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SAN MH

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SPOT GRADE

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STORM PIPE

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MINOR CONTOUR

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MAJOR CONTOUR

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FENCE

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COMM LINE

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SAN SEWER

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WATER MAIN

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UNDERGROUND

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ELECTRICAL

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TEMP BENCHMARK

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POWER POLE

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GUY WIRE

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OVERHEAD

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ELECTRICAL

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%%UEXISTING

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%%ULEGEND

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CONCRETE PVT

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ASPHALT PVT

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BUILDING

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UT

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AutoCAD SHX Text THE APPLICABLE CIVIL DESIGN STANDARDS ARE AS FOLLOWS: UFC 3-201-01 CIVIL ENGINEERING CIVIL ENGINEERING UFC 3-230-01 WATER STORAGE, DISTRIBUTION, AND TRANSMISSION WATER STORAGE, DISTRIBUTION, AND TRANSMISSION UFC 3-240-01 WASTEWATER COLLECTION WASTEWATER COLLECTION UFC 3-250-01 PAVEMENT DESIGN FOR ROADS AND PARKING PAVEMENT DESIGN FOR ROADS AND PARKING AREAS UFC 4-010-01 DOD MINIMUM ANTITERRORISM STANDARDS FOR DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS UFC 4-022-03 FENCES AND GATES FENCES AND GATES AASHTO DESIGN AND CONSTRUCTION STANDARDS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS MILITARY SURFACE DEPLOYMENT AND DISTRIBUTION COMMAND, TRANSPORTATION ENGINEERING AGENCY (SDDCTEA) STANDARD 55-17. ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBLE GUIDELINES UNIFORM FEDERAL ACCESSIBILITY STANDARD (UFAS)

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FORCE MAIN

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FM

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STORM INLET

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SD

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300 RCP

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GROUND HH

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INLET PROTECTION

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CONSTRUCTION ENTRANCE

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SILT FENCE

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CULVERT INLET PROTECTION

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CHECK DAM

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TOPSOIL

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OUTLET PROTECTION

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SF

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LIMITS OF CONSTRUCTION

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SURFACE ROUGHENING

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SOIL STABILIZATION BLANKET-TREATMENT 1

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PERMANENT SEEDING

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SAN CLEANOUT

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1. SECURE NECESSARY PERMITS TO BEGIN WORK. OBTAIN BASE SECURE NECESSARY PERMITS TO BEGIN WORK. OBTAIN BASE ACCESS FOR CONTRACTING PERSONNEL. 2. INSTALL INITIAL EROSION CONTROL DEVICES, MOBILIZATION FOR PRE-LOADING 3. CLEARING, PRE-LOADING OF SITE, STABILIZATION OF SITE 4. INSTALL INITIAL EROSION CONTROL DEVICES, SITE CONSTRUCTION MOBILIZATION, LAYDOWN AREA, TEMPORARY FENCING 5. INITIAL GRADING OPERATIONS, STORMWATER PIPE, STABILIZATION OF GRADED AREAS 6. BUILDING CONSTRUCTION START 7. ON-SITE AND OFF-SITE UTILITIES, PARKING AND ROADWAY SUBGRADE 8. ASPHALT AND CONCRETE PAVING, FENCING, AND OTHER SITE ELEMENTS INCLUDING ANTENNAS, FINAL LANDSCAPING AND STABILIZATION OF SITE 9. COMMISSIONING AND TESTING OF SYSTEMS, OCCUPANCY OF FACILITY 10. DEMOLITION OF BUILDING 585 AND EXISTING FACILITIES

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SAN

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FM

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LIGHT DUTY

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HEAVY DUTY

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ESISTENTE

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LEGENDA

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NUOVO

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RIFERIMENTO TEMPORANEO

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IDRANTE ANTINCENDIO

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CONTATORE DELL'ACQUA

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VALVOLA DELL'ACQUA

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PALETTO DISSUASORE

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PALO ILLUMINAZIONE

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PALO LINEA ELETTRICA

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TIRANTE IN ACCIAIO

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POZZETTO DI TERRA

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POZZETTO FOGNATURA

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POZZETTO DI ISPEZIONE LINEA FOGNARIA

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POZZETTO ACQUE METEORICHE

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CADITOIA

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SEGNALETICA VERTICALE

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PUNTO RILEVATO

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ALBERO

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LIMITI DEL CANTIERE

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CURVA DI LIVELLO PRINCIPALE

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CURVA DI LIVELLO SECONDARIA

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CONDOTTA ACQUE METEORICHE

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RECINZIONE

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RETE DI COMUNICAZIONE

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RETE FOGNARIA

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RETE IDRICA

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CONDUTTURA PRINCIPALE

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LINEA ELETTRICA INTERRATA

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LINEA ELETTRICA AEREA

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MARCIAPIEDE IN CEMENTO

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PAVIMENTO IN CEMENTO

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PAVIMENTO IN ASFALTO

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FABBRICATO

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BASSA RESISTENZA

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ALTA RESISTENZA

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SERBATOIO DI STOCCAGGIO FUORI TERRA

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ASSE CENTRALE

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RECINZIONE METALLICA

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POZZETTO DI ISPEZIONE

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COMUNICAZIONI

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CALCESTRUZZO

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CADITOIA

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DIAMETRO

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DIMENSIONE

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TUBO IN FERRO DUTTILE

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PROGETTISTA DI SISTEMA

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ELETTRICO

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PROSPETTO

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PROGETTISTA DI SISTEMA

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QUOTA PAVIMENTO FINITO

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QUOTA SCORRIMENTO

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UFFICIALE DI GARA

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CONTRAENTE

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METRI LINEARI

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SOGLIA DI DISTURBO

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METRI

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MASSIMO

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MINIMO

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TOMBINO

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IN ASSE

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DIAMETRO ESTERNO

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CEMENTO PORTLAND

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CLORURO DI POLIVINILE

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PAVIMENTO

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RAGGIO

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TUBO IN CEMENTO ARMATO

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DRENAGGIO DEL TETTO, STRADA

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ARMATO, ARMATURA

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RICHIESTO

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RETE FOGNARIA

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RETE ACQUE METEORICHE

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METRI QUADRATI

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TOMBINO ACQUA PIOVANA

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MARCIAPIEDE

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RIFERIMENTO TEMPORANEO

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TELEFONO

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TEMPORANEO

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TIPOLOGICO

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SE NON DIVERSAMENTE INDICATO

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ACQUA

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CON

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SENZA

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RETE ELETTROSALDATA

AutoCAD SHX Text RILIEVO TOPOGRAFICO PREPARATO DALLA NAVFAC ATLANTIC, SULLA BASE DEI DATI PRESI NELL'AGOSTO 2018.

AutoCAD SHX Text IL CONTROLLO ORIZZONTALE E' BASATO SULLA PROIEZIONE UNIVERSALE TRASVERSA DI MERCATORE (UTM) ZONA 33 NORD, DATO WGS 84.

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IL CONTROLLO VERTICALE E' BASATO SULL'EGM 2008.

AutoCAD SHX Text STABILIRE UN CONTROLLO VERTICALE E ORIZZONTALE PRIMA DI INIZIARE I LAVORI. RIPRISTINARE OGNI PUNTO DI CONTROLLO MODIFICATO DURANTE LA COSTRUZIONE NELLA STESSA POSIZIONE O IN POSIZIONE ALTERNATIVA, IN ACCORDO CON L'UFFICIO CONTRAENTE.

AutoCAD SHX Text QUESTO RILIEVO NON GARANTISCE L'ESISTENZA O MENO, LA MISURA, IL TIPO, LA PROFONDITA', IL MATERIALE O LA POSIZIONE DI TUTTE LE UTENZE SOTTERRANEE. TUTTE LE UTENZE MOSTRATE SONO BASATE SULLE STRUTTURE PRESENTI IN SUPERFICIE, MAPPE DISPONIBILI E PIANTE DEL SITO. IL CONTRAENTE DOVRA' AVER VERIFICATO TUTTE LE UTENZE ESISTENTI PRIMA DI QUALSIASI OPERA DI SCAVO.

AutoCAD SHX Text TUTTE LE AREE ESTERNE AI LIMITI DEL PROGETTO MODIFICATE DALLA OSTRUZIONE O DALLA MOVIMENTAZIONE DOVRANNO ESSERE RIPRISTINATE ALLA CONDIZIONE ORIGINALE SE NON DIVERSAMENTE INDICATO.

AutoCAD SHX Text L'UTILIZZO DI MATERIALI GEOTESSILI E' PERMESSO SOLO DOVE INDICATO SULLE PIANTE. QUALSIASI USO AGGIUNTIVO DI GEOTESSILI DOVRA' ESSERE APPROVATO DALL'UFFICIO CONTRAENTE.

AutoCAD SHX Text ASSICURARE LA CONFORMITA' DI TUTTE LE NORME DI SICUREZZA E DEI REQUISITI DI ACCESSO PER TUTTO IL PERSONALE CONTRAENTE IN ENTRATA AL SITO DI PROGETTO. IL CONTRAENTE SARA' RESPONSABILE PER TUTTE LE TIMBRATURE E GLI ADDESTRAMENTI NECESSARI ALLA BASE E PER L'ACCESSO ALLE AREE RISERVATE.

AutoCAD SHX Text I VEICOLI DELLA CONTRAENZA DOVRANNO RISPETTARE IL REGOLAMENTO VIABILE DELLA BASE. VEICOLI COMMERCIALI E MEZZI PESANTI DEVONO SPOSTARSI LUNGO VIE INDICATE E PASSARE ATTRAVERSO GLI ACCESSI DI SICUREZZA.

AutoCAD SHX Text TUTTO IL PERSONALE CONTRAENTE DOVRA' ESSERE A CONOSCENZA DELLA VIABILITA' DI CANTIERE E DELLE AREE RISTRETTE.

AutoCAD SHX Text LE AREE DI SCARICO MERCI E LA VIABILITA' PREDEFINITA DOVRANNO ESSERE COORDINATE E APPROVATE DALL'UFFICIO CONTRAENTE PRIMA DELL'INIZIO DELLE ATTIVITA' DI COSTRUZIONE. IL CONTRAENTE SARA' RESPONSABILE DI RECINTARE TEMPORANEAMENTE E ASSICURARE QUESTE AREE.

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POSTI AUTO PREVISTI: 176 REGOLARI 6 DISABILI 182 TOTALI

AutoCAD SHX Text L'INTERO SITO E L'AREA CONTRATTUALE DI DEPOSITO INSISTONO SU UNA PIANURA ALLUVIONALE, POTREBBE ALLAGARSI CON TEMPORALI DI MAGGIORE ENTITA'.

AutoCAD SHX Text LE COORDINATE INDICATE AGLI ANGOLI DEGLI EDIFICI SONO SOLO PER COMODITA'. IL CONTRAENTE HA LA RESPONSABILITA' DI VERIFICARE LE DIMENSIONI DI TUTTI GLI EDIFICI PRIMA DI PICCHETTARE L'AREA.

AutoCAD SHX Text I SIMBOLI INDICATI NEI DISEGNI NON SONO IN SCALA, INCLUSI I SIMBOLI DI CONTROLLO DELL'EROSIONE. PER IL DIMENSIONAMENTO DELLE STRUTTURE, INCLUSE LE AREE DI RIP-RAP, FARE RIFERIMENTO AI DETTAGLI.

AutoCAD SHX Text OTTENERE UN PERMESSO DI CHIUSURA STRADALE PER TUTTE LE LAVORAZIONI STRADALI. INVIARE UNA PIANTA PER IL CONTROLLO DEL TRAFFICO VEICOLARE CON L'APPLICAZIONE DEL PERMESSO.

AutoCAD SHX Text TRASPORTARE TUTTI I MATERIALI DI SCARTO DELLE LAVORAZIONI IN UN SITO CONCORDATO, IN OTTEMPERANZA AI REGOLAMENTI AMBIENTALI.

AutoCAD SHX Text GLI STANDARD APPLICABILI PER LA PROGETTAZIONE CIVILE SONO I SEGUENTI: INGEGNERIA CIVILE SMALTIMENTO DELLE ACQUE, DISTRIBUZIONE E TRASPORTO RACCOLTA DELLE ACQUE REFLUE PROGETTAZIONE PAVIMENTAZIONI PER STRADE E AREE DI PARCHEGGIO STANDARD MINIMI ANTITERRORISTICI PER COSTRUZIONI RECINZIONI E CANCELLI STANDARD DI PROGETTAZIONE E COSTRUZIONE AASHTO MANUALE SUGLI STANDARD DEI SISTEMI DI CONTROLLO SUL TRAFFICO

AutoCAD SHX Text STANDARD 55-17 DELL'AGENZIA DELL'INGEGNERIA DEI TRASPORTI SU UTILIZZO E DISTRIBUZIONE IN AREA MILITARE LINEE GUIDA PER LE BARRIERE ARCHITETTONICHE STANDARD DI ACCESSIBILITA' FEDERALE (UFAS)

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RECINZIONE ANTI LIMO

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PROTEZIONE CADITOIA

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PROTEZIONE SCARICO

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PROTEZIONE CANALE DI SCOLO

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SBARRAMENTO

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INGRESSO CANTIERE

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TERRICCIO

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SUPERFICIE GREZZA

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TELO PER STABILIZZAZIONE TERRENO - TRATTAMENTO 1

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SEMINA PERMANENTE

AutoCAD SHX Text OTTENERE I PERMESSI NECESSARI PER INIZIARE A LAVORARE. OTTENERE L'ACCESSO ALLA BASE PER IL PERSONALE APPALTATORE.

AutoCAD SHX Text INSTALLARE I DISPOSITIVI DI CONTROLLO DELL'EROSIONE INIZIALE, MOBILITAZIONE PER IL PRECARICO

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SGOMBERO, PRE-CARICAMENTO DEL SITO, STABILIZZAZIONE DEL SITO

AutoCAD SHX Text INSTALLARE I DISPOSITIVI DI CONTROLLO DELL'EROSIONE INIZIALE, MOBILITAZIONE DEL CANTIERE, AREA DI POSA, RECINZIONE TEMPORANEA

AutoCAD SHX Text OPERAZIONI DI CLASSIFICAZIONE INIZIALE, TUBI PER L'ACQUA PIOVANA, STABILIZZAZIONE DELLE AREE CLASSIFICATE

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INIZIO DELLA COSTRUZIONE DELL'EDIFICIO

AutoCAD SHX Text SERVIZI DI PUBBLICA UTILITÀ IN LOCO E FUORI SEDE, PARCHEGGIO E SOTTOFONDO STRADALE

AutoCAD SHX Text PAVIMENTAZIONE IN ASFALTO E CEMENTO, RECINZIONI E ALTRI ELEMENTI DEL SITO, COMPRESE LE ANTENNE, LA SISTEMAZIONE FINALE DEL PAESAGGIO E LA STABILIZZAZIONE DEL SITO

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MESSA IN SERVIZIO E COLLAUDO DEI SISTEMI, OCCUPAZIONE DELL'IMPIANTO

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DEMOLIZIONE DELL'EDIFICIO 585 E DEGLI IMPIANTI ESISTENTI

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FIBRA OTTICA

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OVERALL CIVIL SITE AND KEY MAP

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PIANTA GENERALE DEL SITO E MAPPA DI RIFERIMENTO

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DEPARTMENT OF THE NAVY

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NAVFAC METRIC DRAWFORM REVISION: 01 FEBRUARY 2017

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NAVSTA SIGONELLA

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SIGONELLA, ITALY

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LET / JHR

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CAPITAL IMPROVEMENTS

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NORFOLK, VIRGINA

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RICHARD STEPHENS, PE

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PM/DM

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BRANCH MANAGER

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DES PROD DIR

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ROUTES WITH CONTRACTING OFFICER

UFFICIO

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E AREE DI ESPANSIONE

PASS E ID

COORDINARE LE VIE D'ACCESSO DEI VEICOLI

PESANTI CON L'UFFICIALE DI GARA

AREA DI DEPOSITO DEL

CONTRAENTE

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SITE ACCESS PLAN

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PIANTA DI ACCESSO AL CANTIERE

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DEPARTMENT OF THE NAVY

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NAVFAC METRIC DRAWFORM REVISION: 01 FEBRUARY 2017

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NAVSTA SIGONELLA

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SIGONELLA, ITALY

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CAPITAL IMPROVEMENTS

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NORFOLK, VIRGINA

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RICHARD STEPHENS, PE

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PM/DM

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GENERAL NOTES

ALLOWABLE SURFACE SCHEMATIC AND CALCULATIONS

SCHEMA DI SUPERFICIE AMMISSIBILE E CALCOLI

NOTE GENERALI

SITE ANTENNA PLAN

PIANTA DELLE ANTENNE DEL SITO

SCALA GRAFICA

A2

A1

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ITAF

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ANTENNA

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CONTROL

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BUILDING

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ANTENNA

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ANTENNA

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TYPE B

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TYPE C

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AutoCAD SHX Text 542.2

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ANTENNA

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ITAF

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565.4 M (110%%%)

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RED LABEL OFFSET

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TO RW C.L.

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RW CL TO BEGIN 7:1 PLANE

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7:1 PLANE

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ANTENNA

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SITE ANTENNA PLAN

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PIANTA ANTENNE SATELLITARI

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DEPARTMENT OF THE NAVY

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NAVSTA SIGONELLA

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LET / JHR

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CAPITAL IMPROVEMENTS

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NORFOLK, VIRGINA

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RICHARD STEPHENS, PE

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PM/DM

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BRANCH MANAGER

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DES PROD DIR

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AREA

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228.6M FROM RW CL - BEGIN 7:1 PLANE

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RW CL ELEV

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DESIGN GRADE

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HEIGHT

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OF OBJECT

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228.6 M

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1. RUNWAY OFFSETS AND ALLOWABLE DISTANCES ARE TAKEN RUNWAY OFFSETS AND ALLOWABLE DISTANCES ARE TAKEN FROM UFC 3-260-01, AIRFIELD AND HELIPORT PLANNING AND DESIGN, TABLE 3-2 AND FIGURE 3-18. 2. THE 150M SPECIAL PROTECTION AREA REFERS TO EU THE 150M SPECIAL PROTECTION AREA REFERS TO EU DIRECTIVE 2009/147/EC. DEVELOPMENT IS LIMITED IN THIS AREA TO MINOR GRADING ACTIVITIES AS DIRECTED BY THE CONTRACTING OFFICER. 3. THE THREE SITE ANTENNAS (A, B, AND C) ARE GOVERNMENT THE THREE SITE ANTENNAS (A, B, AND C) ARE GOVERNMENT FURNISHED EQUIPMENT. 4. COORDINATE THE LAYOUT OF THE SITE ANTENNAS WITH THE COORDINATE THE LAYOUT OF THE SITE ANTENNAS WITH THE CONTRACTING OFFICER AND THE ANTENNA PROVIDER. 5. SEE STRUCTURAL DRAWINGS FOR SITE ANTENNA INFORMATION SEE STRUCTURAL DRAWINGS FOR SITE ANTENNA INFORMATION AND GOVERNMENT FURNISHED, CONTRACTOR INSTALLED (GFCI) ANTENNA COMPONENTS. 6. ANTENNA CONTRACTOR TO INSTALL THE SITE ANTENNAS AND ANTENNA CONTRACTOR TO INSTALL THE SITE ANTENNAS AND GUY WIRES. 7. CONTRACTOR TO INSTALL SITE ANTENNA FOUNDATIONS AND CONTRACTOR TO INSTALL SITE ANTENNA FOUNDATIONS AND ANCHOR RODS.

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AutoCAD SHX Text LA FASCIA DI RISPETTO DELLA PISTA E LE DISTANZE CONSENTITE SONO PRESE DAL DOCUMENTO UFC 3-260-01, PIANIFICAZIONE E PROGETTAZIONE DI AVIOSUPERFICI ED ELIPORTI, TAVOLE 3-2 E FIGURE 3-18. LA FASCIA DI PROTEZIONE SPECIALE DI 150m FA RIFERIMENTO ALLA DIRETTIVA EUROPEA 2009/147/EC. LO SVILUPPO IN QUESTA AREA È LIMITATO AD ATTIVITÀ DI CLASSIFICAZIONE MINORI, COME INDICATO DALL'UFFICIALE CONTRAENTE. LE TRE ANTENNE DEL SITO (A, B E C) SONO ATTREZZATURE FORNITE DAL GOVERNO. COORDINARE LA DISPOSIZIONE DELLE ANTENNE DEL SITO CON L' UFFICIALE APPALTATORE E IL FORNITORE DELL'ANTENNA. VEDI LE TAVOLA STRUTTURALI PER INFORMAZIONI SULL'ANTENNA DEL SITO E COMPONENTI DELL'ANTENNA FORNITI DAL GOVERNO (GFCI). L'APPALTATORE DELL'ANTENNA PER L'INSTALLAZIONE DELLE ANTENNE DEL SITO E DEI CAVI DI COLLEGAMENTO. APPALTATORE PER L'INSTALLAZIONE DELLE FONDAZIONI DELLE ANTENNE DA CANTIERE E DELLE ASTE DI ANCORAGGIO.

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LARGHEZZA FASCIA DI PERTINENZA LATERALE PISTA

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DISTANZA DALL'ASSE DELLA PISTA ALL'INIZIO DEL PIANO IN PENDENZA 7:1

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PISTA 10R-28L

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DISTANZA DAL CONTRASSEGNO ROSSO

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SUPERFICIE INIZIALE

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ALTEZZA DALL'ASSE PISTA (SUPERFICIE INIZIALE)

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DISTANZA DALL'ASSE DELLA PISTA

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ALTEZZA DELLA SUPERFICIE PIANA (ALTEZZA CONSENTITA)

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PENDENZA DI PROGETTO

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ALTEZZA DELL'OGGETTO

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EDIFICIO

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DEMOLITION KEYNOTES

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NOTE DEMOLIZIONI

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450 RCP

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PIANTA STATO DI FATTO E DEMOLIZIONI

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AS NOTED

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DEPARTMENT OF THE NAVY

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NAVFAC METRIC DRAWFORM REVISION: 01 FEBRUARY 2017

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APPROVED

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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OF

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EPROJECT NO.:

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NAVSTA SIGONELLA

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SIGONELLA, ITALY

AutoCAD SHX Text 799152

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AutoCAD SHX Text 06/25/2020

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LET / JHR

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CAPITAL IMPROVEMENTS

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NORFOLK, VIRGINA

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RICHARD STEPHENS, PE

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PM/DM

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BRANCH MANAGER

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DES PROD DIR

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FIRE PROTECTION

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DPS

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APPROVED BY DONALD OWENS (VIA EMAIL) NCTAMS N5 MILCON

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150M SPECIAL PROTECTION AREA

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1. DEMOLISH ASPHALT PAVING TO LIMITS SHOWN. PROVIDE FULL DEPTH SAW CUT AT LIMITS OF DEMOLITION.

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MATCH LINE - SHEET CD106

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MATCH LINE - SHEET CD112

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MATCH LINE - SHEET CD102

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MATCH LINE - SHEET CD104

AutoCAD SHX Text TBM 1 NAIL IN PVT N: 4138943.1670 E: 492254.7600 ELEV: 21.973 TBM 4 NAIL IN PVT N: 4139024.1700 E: 492267.4170 ELEV: 21.803

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1. DEMOLIRE LA PAVIMENTAZIONE IN CONGLOMERATO BITUMINOSO FINO AI LIMITI INDICATI. REALIZZARE IL TAGLIO PER L'INTERO SPESSORE DELLA PAVIMENTAZIONE AI LIMITI DELLA DEMOLIZIONE

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LINEA DI CORRISPONDENZA - TAVOLA CD106

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LINEA DI CORRISPONDENZA - TAVOLA CD112

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LINEA DI CORRISPONDENZA - TAVOLA CD104

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AutoCAD SHX Text AREA PROTEZIONE SPECIALE 150m

CD102

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PIANTA STATO DI FATTO E DEMOLIZIONI

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DEPARTMENT OF THE NAVY

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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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APPROVED

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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OF

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EPROJECT NO.:

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NAVSTA SIGONELLA

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SIGONELLA, ITALY

AutoCAD SHX Text 799152

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AutoCAD SHX Text 06/25/2020

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LET / JHR

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CAPITAL IMPROVEMENTS

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NORFOLK, VIRGINA

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RICHARD STEPHENS, PE

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PM/DM

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BRANCH MANAGER

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DES PROD DIR

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FIRE PROTECTION

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DPS

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APPROVED BY DONALD OWENS (VIA EMAIL) NCTAMS N5 MILCON

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150M SPECIAL PROTECTION AREA

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1. DEMOLISH CONCRETE RUBBLE.DEMOLISH CONCRETE RUBBLE.

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MATCH LINE - SHEET CD106

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MATCH LINE - SHEET CD105

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1. DEMOLIRE MACERIE IN CALCESTRUZZO

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LINEA DI CORRISPONDENZA - TAVOLA CD106

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LINEA DI CORRISPONDENZA - TAVOLA CD101

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NAVSTA SIGONELLA

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SIGONELLA, ITALY

AutoCAD SHX Text 799152

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AutoCAD SHX Text 06/25/2020

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LET / JHR

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CAPITAL IMPROVEMENTS

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NORFOLK, VIRGINA

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RICHARD STEPHENS, PE

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PM/DM

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BRANCH MANAGER

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DES PROD DIR

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FIRE PROTECTION

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DPS

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APPROVED BY DONALD OWENS (VIA EMAIL) NCTAMS N5 MILCON

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EXISTING SITE AND DEMOLITION PLAN

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PIANTA STATO DI FATTO E DEMOLIZIONI

AutoCAD SHX Text 14079265

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JSL

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JSL

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LMH

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AS NOTED

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SHEET CD108

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SHEET CD108

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1. DEMOLISH CONCRETE RUBBLEDEMOLISH CONCRETE RUBBLE

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MATCH LINE - SHEET CD107

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MATCH LINE - SHEET CD102

AutoCAD SHX Text 1:300

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AutoCAD SHX Text 30m

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1. DEMOLIRE MACERIE IN CALCESTRUZZO

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LINEA DI CORRISPONDENZA - TAVOLA CD107

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LINEA DI CORRISPONDENZA - TAVOLA CD102

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TAVOLA CD108

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NAVFAC METRIC DRAWFORM REVISION: 01 FEBRUARY 2017

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NAVSTA SIGONELLA

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SIGONELLA, ITALY

AutoCAD SHX Text 799152

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AutoCAD SHX Text 06/25/2020

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LET / JHR

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CAPITAL IMPROVEMENTS

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NORFOLK, VIRGINA

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RICHARD STEPHENS, PE

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PM/DM

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BRANCH MANAGER

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DES PROD DIR

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FIRE PROTECTION

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DPS

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APPROVED BY DONALD OWENS (VIA EMAIL) NCTAMS N5 MILCON

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EXISTING SITE AND DEMOLITION PLAN

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PIANTA STATO DI FATTO E DEMOLIZIONI

AutoCAD SHX Text 14079266

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JSL

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JSL

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LMH

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AS NOTED

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1. NO CIVIL DEMOLITION THIS SHEET.NO CIVIL DEMOLITION THIS SHEET.

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MATCH LINE - SHEET CD101

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MATCH LINE - SHEET CD105

AutoCAD SHX Text 1:300

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AutoCAD SHX Text TBM 5 NAIL IN PVT N: 4138835.1350 E: 492239.3450 ELEV: 22.087 TBM 6 NAIL FOUND IN PVT N: 4138755.1350 E: 492227.3280 ELEV: 22.030

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1. NESSUNA DEMOLIZIONE DI OPERE CIVILI IN QUESTA TAVOLA

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LINEA DI CORRISPONDENZA - TAVOLA CD101

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LINEA DI CORRISPONDENZA - TAVOLA CD105

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INV=20.28

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750 HDPE

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1000 HDPE

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INV=20.26

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NAVFAC METRIC DRAWFORM REVISION: 01 FEBRUARY 2017

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ACTIVITY

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DATE

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SEAL

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A/E INFO

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OF

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EPROJECT NO.:

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NAVSTA SIGONELLA

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SIGONELLA, ITALY

AutoCAD SHX Text 799152

AutoCAD SHX Text

AutoCAD SHX Text 06/25/2020

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LET / JHR

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CAPITAL IMPROVEMENTS

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NORFOLK, VIRGINA

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RICHARD STEPHENS, PE

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PM/DM

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BRANCH MANAGER

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DES PROD DIR

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FIRE PROTECTION

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DPS

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APPROVED BY DONALD OWENS (VIA EMAIL) NCTAMS N5 MILCON

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EXISTING SITE AND DEMOLITION PLAN

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PIANTA STATO DI FATTO E DEMOLIZIONI

AutoCAD SHX Text 14079267

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JSL

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JSL

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LMH

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AS NOTED

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1. NO CIVIL DEMOLITION THIS SHEETNO CIVIL DEMOLITION THIS SHEET

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MATCH LINE - SHEET CD102

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AutoCAD SHX Text 1:300

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1. NESSUNA DEMOLIZIONE DI OPERE CIVILI IN QUESTA TAVOLA

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LINEA DI CORRISPONDENZA - TAVOLA CD102

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LINEA DI CORRISPONDENZA - TAVOLA CD104

CD106

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TBM 3

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EXISTING SITE AND DEMOLITION PLAN

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JSL

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JSL

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LMH

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AS NOTED

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DEPARTMENT OF THE NAVY

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NAVFAC METRIC DRAWFORM REVISION: 01 FEBRUARY 2017

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SEAL

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A/E INFO

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OF

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NAVSTA SIGONELLA

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SIGONELLA, ITALY

AutoCAD SHX Text 799152

AutoCAD SHX Text

AutoCAD SHX Text 06/25/2020

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LET / JHR

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CAPITAL IMPROVEMENTS

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NORFOLK, VIRGINA

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RICHARD STEPHENS, PE

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PM/DM

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BRANCH MANAGER

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DES PROD DIR

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FIRE PROTECTION

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DPS

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APPROVED BY DONALD OWENS (VIA EMAIL) NCTAMS N5 MILCON

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1. DEMOLISH ASPHALT PAVING TO LIMITS SHOWN. PROVIDE FULL DEMOLISH ASPHALT PAVING TO LIMITS SHOWN. PROVIDE FULL DEPTH SAWCUT AT LIMITS OF PAVING.

AutoCAD SHX Text

MATCH LINE - SHEET CD101

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MATCH LINE - THIS SHEET

AutoCAD SHX Text

MATCH LINE - THIS SHEET

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MATCH LINE - SHEET CD107

AutoCAD SHX Text 1:300

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 30m

AutoCAD SHX Text

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MATCH LINE - SHEET CD102

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TBM 3 NAIL IN PVT N: 4139107.8230 E: 492279.1460 ELEV: 21.710

AutoCAD SHX Text

1. DEMOLIRE LA PAVIMENTAZIONE IN CONGLOMERATO BITUMINOSO FINO AI LIMITI INDICATI. REALIZZARE IL TAGLIO PER L'INTERO SPESSORE DELLA PAVIMENTAZIONE AI LIMITI DELLA DEMOLIZIONE

AutoCAD SHX Text

LINEA DI CORRISPONDENZA - QUESTA TAVOLA

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LINEA DI CORRISPONDENZA - TAVOLA CD101

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LINEA DI CORRISPONDENZA - QUESTA TAVOLA

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LINEA DI CORRISPONDENZA - TAVOLA CD102

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LINEA DI CORRISPONDENZA - TAVOLA CD107

CD107

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PIANTA STATO DI FATTO E DEMOLIZIONI

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JSL

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JSL

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LMH

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AS NOTED

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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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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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DES

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DRW

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SYM

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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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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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OF

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EPROJECT NO.:

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NAVSTA SIGONELLA

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SIGONELLA, ITALY

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AutoCAD SHX Text 06/25/2020

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LET / JHR

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CAPITAL IMPROVEMENTS

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NORFOLK, VIRGINA

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RICHARD STEPHENS, PE

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PM/DM

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BRANCH MANAGER

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DES PROD DIR

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FIRE PROTECTION

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DPS

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APPROVED BY DONALD OWENS (VIA EMAIL) NCTAMS N5 MILCON

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1. NO CIVIL DEMOLITION THIS SHEETNO CIVIL DEMOLITION THIS SHEET

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MATCH LINE - SHEET CD109

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MATCH LINE - SHEET CD106

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MATCH LINE - SHEET CD108

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MATCH LINE - SHEET CD108

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LINEA DI CORRISPONDENZA - TAVOLA CD109

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LINEA DI CORRISPONDENZA - TAVOLA CD108

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1. NESSUNA DEMOLIZIONE DI OPERE CIVILI IN QUESTA TAVOLA

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LINEA DI CORRISPONDENZA - TAVOLA CD106

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LINEA DI CORRISPONDENZA - TAVOLA CD108

CD108

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DEMOLITION KEYNOTES

KEY PLAN

GRAPHIC SCALE

PIANTA DI RIFERIMENTO

SCALA GRAFICA

NOTE DEMOLIZIONI

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EXISTING SITE AND DEMOLITION PLAN

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PIANTA STATO DI FATTO E DEMOLIZIONI

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