Attachment H - WO799152dwg06of35CIVIL.pdf

PDF 13 MB Posted

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

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This document package includes construction drawings and specifications for the P130 Communication Station project at NAS Sigonella in Italy. The drawings depict site plans, utility plans, grading plans, roadway profiles, and watermain plans for the construction of new buildings, utilities, site work and infrastructure. Key elements of the project include construction of a sanitary sewer pump station, manholes, sewer and water lines, a fire hydrant assembly, stormwater infrastructure including ditches and culverts, electrical and telecommunications facilities, a fuel farm, generator building, and Type A and B antenna foundations. The drawings provide dimensions, notes, specifications, schedules and details for completion of the work in accordance with the contract requirements.

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Other files

File Type Posted
Amend 0004 08042020.pdf PDF
Amend 0003 07312020.pdf PDF
P130_Italian Safety Plan.pdf PDF
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 - 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
Attachment H - WO799152dwg05of35CIVIL.pdf PDF
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CONSTRUCTION KEYNOTES

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GRADING PLAN

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PIANTA LIVELLAMENTO DEL TERRENO

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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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DESCRIPTION

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NAVFAC METRIC DRAWFORM REVISION: 01 FEBRUARY 2017

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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FOR COMMANDER NAVFAC

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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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APPROVED BY DONALD OWENS (VIA EMAIL) NCTAMS N5 MILCON

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REFER TO SHEET CG201

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1. HEADWALL A1, INV=21.14, DETAIL A4/C-504 HEADWALL A1, INV=21.14, DETAIL A4/C-504 2. PIPE 1, 31.0 LM 375 RCP @ 0.85% SLOPE PIPE 1, 31.0 LM 375 RCP @ 0.85% SLOPE 3. DROP INLET A2 (DETAILS A1/C-504, A1/C-505) DROP INLET A2 (DETAILS A1/C-504, A1/C-505) RIM=22.85 INLET ELEVATION=22.60 INV=21.29 4. PIPE 2, 23.6 LM 375 RCP @ 0.50% SLOPE PIPE 2, 23.6 LM 375 RCP @ 0.50% SLOPE 5. DROP INLET A3 (DETAILS A1/C-504, A1/C-505) DROP INLET A3 (DETAILS A1/C-504, A1/C-505) RIM=22.85 INLET ELEVATION=22.60 INV=21.41 6. PIPE 3, 23.6 LM 300 RCP @0.5% SLOPE PIPE 3, 23.6 LM 300 RCP @0.5% SLOPE 7. DROP INLET A4 (DETAILS A1/C-504 A1/C-505) DROP INLET A4 (DETAILS A1/C-504 A1/C-505) RIM=22.85 INLET ELEVATION=22.60 INV=21.53 8. PIPE 4, 23.6 LM 300 RCP @0.5% SLOPE PIPE 4, 23.6 LM 300 RCP @0.5% SLOPE 9. DROP INLET A5 (DETAILS A1/C-504, A1/C-505) DROP INLET A5 (DETAILS A1/C-504, A1/C-505) RIM=22.85 INLET ELEVATION=22.60 INV=21.73 10. HEADWALL B1, INV=20.92, DETAIL A4/C-504 HEADWALL B1, INV=20.92, DETAIL A4/C-504 11. PIPE 5, 25.5 LM 375 RCP @ 2.00% SLOPE PIPE 5, 25.5 LM 375 RCP @ 2.00% SLOPE 12. DROP INLET B2, DETAIL C1/C-504 DROP INLET B2, DETAIL C1/C-504 RIM=24.20 INV IN=22.76 INV OUT=21.43 13. PIPE 6, 19.4 LM 300 RCP @ 1.00% SLOPE PIPE 6, 19.4 LM 300 RCP @ 1.00% SLOPE 14. DROP INLET B3, DETAIL C1/C-504 DROP INLET B3, DETAIL C1/C-504 RIM=24.25 INV=22.95 15. PIPE 7, 14.5 LM 300 RCP @ 1.00% SLOPE PIPE 7, 14.5 LM 300 RCP @ 1.00% SLOPE 16. DROP INLET B4, DETAIL C1/C-504 DROP INLET B4, DETAIL C1/C-504 RIM=24.25 INV=23.09 17. PIPE 8, 15.6 LM 300 RCP @ 1.00% SLOPE PIPE 8, 15.6 LM 300 RCP @ 1.00% SLOPE 18. DROP INLET B5, DETAIL C1/C-504 DROP INLET B5, DETAIL C1/C-504 RIM=24.25 INV=23.25 19. PROVIDE 2% CROSS SLOPE TOWARD PARKING LOT PROVIDE 2% CROSS SLOPE TOWARD PARKING LOT 20. CAST 150 X 450 OPENING IN BOTTOM OF WALL AT LOW POINT OF CAST 150 X 450 OPENING IN BOTTOM OF WALL AT LOW POINT OF SLAB TO ALLOW DRAINAGE.

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AutoCAD SHX Text CADITOIA B4, DETTAGLIO C1/C-504 RIM=24.25 INV=23.09 TUBO 8, 15.6ml DI RCP 300 CON PENDENZA DELL'1% CADITOIA B5, DETTAGLIO C1/C-504 RIM=24.25 INV=23.25 PREVEDERE UNA PENDENZA DEL 2% LUNGO TUTTA L'AREA DI PARCHEGGIO APERTURA 150X450mm NELLA PARTE INFERIORE DELLA PARETE NEL PUNTO PIÙ BASSO DELLA SOLETTA PER CONSENTIRE IL DRENAGGIO

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CONSTRUCTION KEYNOTES

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PIANTA DI RIFERIMENTO

SCALA GRAFICA

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1. HEADWALL C1, INV=20.90, PROVIDE BARRICADE, A3/C-507. HEADWALL C1, INV=20.90, PROVIDE BARRICADE, A3/C-507. 2. PIPE 9, 15.5 LM 375 RCP @ 2.00% SLOPE PIPE 9, 15.5 LM 375 RCP @ 2.00% SLOPE 3. DROP INLET C2, DETAIL C1/C-504 (TYP.) DROP INLET C2, DETAIL C1/C-504 (TYP.) RIM=24.60 INV IN=23.40 INV IN=23.40 INV OUT=21.21 4. PIPE 10, 20.0 LM 300 RCP @ 1.00% SLOPE PIPE 10, 20.0 LM 300 RCP @ 1.00% SLOPE 5. DROP INLET C3 DROP INLET C3 RIM=24.60 INV=23.60 6. PIPE 11, 20.0 LM 300 RCP @ 1.00% SLOPE PIPE 11, 20.0 LM 300 RCP @ 1.00% SLOPE 7. DROP INLET C4 DROP INLET C4 RIM=24.60 INV=23.60 8. HEADWALL D1, INV=20.80, PROVIDE BARRICADE, DETAIL A3/C-507. HEADWALL D1, INV=20.80, PROVIDE BARRICADE, DETAIL A3/C-507. 9. PIPE 12, 19.5 LM 375 RCP @ 2.00% SLOPE PIPE 12, 19.5 LM 375 RCP @ 2.00% SLOPE 10. DROP INLET D2 DROP INLET D2 RIM=24.35 INV=21.19 11. HEADWALL E1, INV=20.86, PROVIDE BARRICADE, DETAIL A3/C-507. HEADWALL E1, INV=20.86, PROVIDE BARRICADE, DETAIL A3/C-507. 12. PIPE 13, 22.6 LM 375 RCP @ 2.00% SLOPE PIPE 13, 22.6 LM 375 RCP @ 2.00% SLOPE 13. DROP INLET E2 DROP INLET E2 RIM=24.40 INV IN=22.83 N INV IN=23.34 W INV OUT=21.31 14. PIPE 14, 27.1 LM 300 RCP @ 1.50% SLOPE PIPE 14, 27.1 LM 300 RCP @ 1.50% SLOPE 15. MANHOLE E3, C1/C-504 WITH SOLID RING AND COVER MANHOLE E3, C1/C-504 WITH SOLID RING AND COVER RIM=24.90 INV=23.75 16. PIPE 15, 22.7 LM 300 RCP @ 0.50% SLOPE PIPE 15, 22.7 LM 300 RCP @ 0.50% SLOPE 17. DROP INLET E4 DROP INLET E4 RIM=24.86 INV=23.86 18. PIPE 16, 22.7 LM 300 RCP @ 1.00% SLOPE PIPE 16, 22.7 LM 300 RCP @ 1.00% SLOPE 19. DROP INLET E5 DROP INLET E5 RIM=24.30 INV=23.06 20. HEADWALL F1, INV=20.97, PROVIDE BARRICADE, DETAIL A3/C-507. HEADWALL F1, INV=20.97, PROVIDE BARRICADE, DETAIL A3/C-507. 21. PIPE 17, 19 LM 375 RCP @ 2.00% SLOPE PIPE 17, 19 LM 375 RCP @ 2.00% SLOPE 22. DROP INLET F2 DROP INLET F2 RIM=23.95 INV=21.35 23. HEADWALL G1, INV=20.52 HEADWALL G1, INV=20.52 24. PIPE 18, 4 LM 450 RCP @ 0.50% SLOPE PIPE 18, 4 LM 450 RCP @ 0.50% SLOPE 25. HEADWALL G2, INV=20.54 HEADWALL G2, INV=20.54 26. 150 ROOF DRAIN 150 ROOF DRAIN 27. TRANSITION ASPHALT TO CONCRETE, C1/C-501TRANSITION ASPHALT TO CONCRETE, C1/C-501

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AutoCAD SHX Text TUBO 16, 22.7ml DI RCP 300 CON PENDENZA DELL'1% CADITOIA E5 RIM=24.30 INV=23.06 MURO DI TESTA F1, INV=20.97, PREVEDERE UNA BARRICATA, DETTAGLIO A3/C-507 TUBO 17, 19ml DI RCP 375 CON PENDENZA DEL 2% CADITOIA F2 RIM=23.95 INV=21.35 MURO DI TESTA G1, INV=20.52 TUBO 18, 4ml DI RCP 450 CON PENDENZA DELLO 0.5% MURO DI TESTA G2, INV=20.54 DRENAGGIO DEL TETTO 150mm PASSAGGIO DA CONGLOMERATO BITUMINOSO A CALCESTRUZZO, DETTAGLIO C1/C-501

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AutoCAD SHX Text MURO DI TESTA D1, INV=20.80, PREVEDERE UNA BARRICATA, DETTAGLIO A3/C-507 TUBO 12, 19.5ml DI RCP 375 CON PENDENZA DEL 2% CADITOIA D2 RIM=24.35 INV=21.19 MURO DI TESTA E1, INV=20.86, PREVEDERE UNA BARRICATA, DETTAGLIO A3/C-507 TUBO 13, 22.6ml DI RCP 375 CON PENDENZA DEL 2% CADITOIA E2 RIM=24.40 INV IN=22.83 N INV IN=23.34 O INV OUT=21.31 TUBO 14, 27.1ml DI RCP 300 CON PENDENZA DELL'1.50% POZZETTO E3, DETTAGLIO C1/C-504 CON BORDO MASSICCIO E COPERCHIO RIM=24.90 INV=23.75 TUBO 15, 22.7ml DI RCP 300 CON PENDENZA DELLO 0.5% CADITOIA E4 RIM=24.86 INV=23.86

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1. STORMWATER DITCH @ 0.20% SLOPE, DETAIL B1/C-505 STORMWATER DITCH @ 0.20% SLOPE, DETAIL B1/C-505 2. ANTENNA GUY WIRE AREA. CLEAR VEGETATION IN THIS AREA PRIOR ANTENNA GUY WIRE AREA. CLEAR VEGETATION IN THIS AREA PRIOR TO ANTENNA CONSTRUCTION. REPLANT THE AREA WITH PERMANENT SEEDING AS INDICATED. 3. TOPSOIL PRELOADING AREA. TOPSOIL FROM THE INITIAL BUILDING TOPSOIL PRELOADING AREA. TOPSOIL FROM THE INITIAL BUILDING PRELOADING CLEARING ACTIVITY TO BE PLACED AS SHOWN, IN ORDER TO PRELOAD THE ANTENNA FOUNDATION POINTS. REMOVE THIS PRELOADING TOPSOIL WHEN ROADWAY AND ANTENNA PAD GRADING OCCURS AND AFTER APPROVAL BY THE CONTRACTING OFFICER AND NAVFAC GEOTECHNICAL ENGINEER, AND RELOCATE TO TOPSOIL STOCKPILE AREAS SHOWN ON SHEET C-003. 4. SETTLEMENT PLATE IN CENTER OF TOPSOIL PRELOADING AREA. REFER SETTLEMENT PLATE IN CENTER OF TOPSOIL PRELOADING AREA. REFER TO GEOTECHNICAL DRAWINGS, B-101 AND C1/B-102 FOR SPECIFIC MONITORING REQUIREMENTS.

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DPS

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APPROVED BY DONALD OWENS (VIA EMAIL) NCTAMS N5 MILCON

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GRADING PLAN

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PIANTA LIVELLAMENTO DEL TERRENO

AutoCAD SHX Text 14079287

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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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MATCH LINE - SHEET CG102

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1. STORMWATER DITCH @ 0.20% SLOPE, DETAIL B1/C-505STORMWATER DITCH @ 0.20% SLOPE, DETAIL B1/C-505

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FOSSO PER ACQUA PIOVANA CON PENDENZA DELLO 0.20%, DETTAGLIO B1/C-505

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NOTE DI COSTRUZIONE

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400 HDPE

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450 RCP

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400 HDPE

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INTERSECTION

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INTERSECTION

AutoCAD SHX Text N

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GRADING PLAN AND ROADWAY PROFILE

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PIANTA LIVELLAMENTO DEL TERRENO E PROFILO STRADALE

AutoCAD SHX Text 14079288

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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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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

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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MATCH LINE - SHEET CG202

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1. HEADWALL H1, INV=21.47, DETAIL A4/C-505 HEADWALL H1, INV=21.47, DETAIL A4/C-505 2. PIPE 19, 16.0 LM 2X450 CLASS V RCP @ 0.63% SLOPE PIPE 19, 16.0 LM 2X450 CLASS V RCP @ 0.63% SLOPE 3. HEADWALL H2, INV=21.57, DETAIL A4/C-505 HEADWALL H2, INV=21.57, DETAIL A4/C-505 4. HEADWALL J1, INV=21.59, DETAIL A4/C-504 HEADWALL J1, INV=21.59, DETAIL A4/C-504 5. PIPE 20, 16.0 LM 375 CLASS V RCP @ 0.50% SLOPE PIPE 20, 16.0 LM 375 CLASS V RCP @ 0.50% SLOPE 6. HEADWALL J2, INV=21.67, DETAIL A4/C-504 HEADWALL J2, INV=21.67, DETAIL A4/C-504 7. STOP BAR AND STOP SIGN, DETAIL A1/C-503STOP BAR AND STOP SIGN, DETAIL A1/C-503

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LINEA DI CORRISPONDENZA - TAVOLA CG202

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AutoCAD SHX Text MURO DI TESTA H1, INV=21.47, DETTAGLIO A4/C-505 TUBO 19, 16ml DI RCP 2X450 CON PENDENZA DELLO 0.63% MURO DI TESTA H2, INV=21.57, DETTAGLIO A4/C-505 MURO DI TESTA J1, INV=21.59, DETTAGLIO A4/C-504 TUBO 20, 16ml DI RCP 375 CON PENDENZA DELLO 0.5% MURO DI TESTA J2, INV=21.67, DETTAGLIO A4/C-504 BARRA E SEGNALETICA DI STOP, DETTAGLIO A1/C-503

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CONSTRUCTION KEYNOTESPIANTAPROFILO STRADA 1 - DA STA 1+159.94 A STA 1+208.62

PROFILO STRADA 2 - DA STA 1+000 A STA 1+128.02

NOTE DI COSTRUZIONE

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MATCH LINE - SHEET CG201

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GRADING PLAN AND ROADWAY PROFILE

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PIANTA LIVELLAMENTO DEL TERRENO E PROFILO STRADALE

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JSL

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JSL

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AS NOTED

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DEPARTMENT OF THE NAVY

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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

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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MATCH LINE - SHEET CG203

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MATCH LINE - SHEET CG201

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1. HEADWALL K1, INV=21.28, DETAIL A4/C-504 HEADWALL K1, INV=21.28, DETAIL A4/C-504 2. PIPE 21, 18 LM 375 RCP @ 0.33% SLOPE PIPE 21, 18 LM 375 RCP @ 0.33% SLOPE 3. HEADWALL K2, INV=21.34, DETAIL A4/C-504 HEADWALL K2, INV=21.34, DETAIL A4/C-504 4. STORMWATER DITCH @ 0.20% SLOPE, DETAIL B1/C-505 STORMWATER DITCH @ 0.20% SLOPE, DETAIL B1/C-505 5. STOP SIGN AND STOP BAR, DETAIL A1/C-503STOP SIGN AND STOP BAR, DETAIL A1/C-503

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AutoCAD SHX Text MURO DI TESTA K1, INV=21.28, DETTAGLIO A4/C-504 TUBO 21, 18ml DI RCP 375 CON PENDENZA DELLO 0.33% MURO DI TESTA k2, INV=21.34, DETTAGLIO A4/C-504 FOSSO DI RACCOLTA ACQUA PIOVANA CON PENDENZA DELLO 0.2%, DETTAGLIO B1/C-505 BARRA E SEGNALETICA DI STOP, DETTAGLIO A1/C-503

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CONSTRUCTION KEYNOTES

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NO PARKING

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GRADING PLAN AND ROADWAY PROFILE

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PIANTA LIVELLAMENTO DEL TERRENO E PROFILO STRADALE

AutoCAD SHX Text 14079290

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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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DATE

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APPR

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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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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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1. HEADWALL L1, INV=21.02, DETAIL A4/C-504 HEADWALL L1, INV=21.02, DETAIL A4/C-504 2. PIPE 22, 19 LM 375 RCP @ 3.00% SLOPE PIPE 22, 19 LM 375 RCP @ 3.00% SLOPE 3. HEADWALL L2, INV=21.60, DETAIL A4/C-504 HEADWALL L2, INV=21.60, DETAIL A4/C-504 4. HEADWALL M1, INV=20.77, DETAIL A4/C-504 HEADWALL M1, INV=20.77, DETAIL A4/C-504 5. PIPE 23, 23.0 LM 450 RCP @ 0.22% SLOPE PIPE 23, 23.0 LM 450 RCP @ 0.22% SLOPE 6. HEADWALL M2, INV=20.72, DETAIL A4/C-504 HEADWALL M2, INV=20.72, DETAIL A4/C-504 7. STORMWATER DITCH @ 0.20% SLOPE, DETAIL B1/C-505 STORMWATER DITCH @ 0.20% SLOPE, DETAIL B1/C-505 8. STOP SIGN AND STOP BAR, DETAIL A1/C-503 STOP SIGN AND STOP BAR, DETAIL A1/C-503 9. 100 WHITE100 WHITE

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AutoCAD SHX Text MURO DI TESTA L1, INV=21.02, DETTAGLIO A4/C-504 TUBO 22, 19ml DI RCP 375 CON PENDENZA DEL 3.00% MURO DI TESTA L2, INV=21.60, DETTAGLIO A4/C-504 MURO DI TESTA M1, INV=20.77, DETTAGLIO A4/C-504 TUBO 23, 23ml DI RCP 450 CON PENDENZA DELLO 0.22% MURO DI TESTA M2, INV=20.72, DETTAGLIO A4/C-504 FOSSO PER RACCOLTA ACQUA PIOVANA CON PENDENZA DELLO 0.2%, DETTAGLIO B1/C-505 BARRA E SEGNALETICA DI STOP, DETTAGLIO A1/C-503 STRISCIA BIANCA 100mm

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INTERSEZIONE

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STRADA 2

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JMW

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NO PARKING

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MATCH LINE - SHEET CS102

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LINEA DI CORRISPONDENZA - TAVOLA CS102

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CONSTRUCTION KEYNOTES

PIANTA

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NOTE DI COSTRUZIONE

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SCALA GRAFICA

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MATCH LINE - SHEET CG206

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GRADING PLAN AND ROADWAY PROFILE

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PIANTA LIVELLAMENTO DEL TERRENO E PROFILO STRADALE

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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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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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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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MATCH LINE - SHEET CG203

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MATCH LINE - SHEET CG103

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1. HEADWALL N1, INV=20.52, DETAIL A4/C-504 HEADWALL N1, INV=20.52, DETAIL A4/C-504 2. PIPE 24, 16 LM 375 RCP @ 0.50% SLOPE PIPE 24, 16 LM 375 RCP @ 0.50% SLOPE 3. HEADWALL N2, INV=20.60, DETAIL A4/C-504 HEADWALL N2, INV=20.60, DETAIL A4/C-504 4. HEADWALL O1, INV=20.31, DETAIL A4/C-504 HEADWALL O1, INV=20.31, DETAIL A4/C-504 5. PIPE 25, 16.0 LM 375 RCP @ 0.40% SLOPE PIPE 25, 16.0 LM 375 RCP @ 0.40% SLOPE 6. HEADWALL O2, INV=20.37, DETAIL A4/C-504 HEADWALL O2, INV=20.37, DETAIL A4/C-504 7. STORMWATER DITCH @ 0.20% SLOPE, DETAIL B1/C-505STORMWATER DITCH @ 0.20% SLOPE, DETAIL B1/C-505

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LINEA DI CORRISPONDENZA - TAVOLA CG203

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AutoCAD SHX Text MURO DI TESTA N1, INV=20.52, DETTAGLIO A4/C-504 TUBO 24, 16ml DI RCP 375 CON PENDENZA DELLO 0.5% MURO DI TESTA N2, INV=20.60, DETTAGLIO A4/C-504 MURO DI TESTA O1, INV=20.31, DETTAGLIO A4/C-504 TUBO 25, 16ml DI RCP 375 CON PENDENZA DELLO 0.4% MURO DI TESTA O2, INV=20.37, DETTAGLIO A4/C-504 FOSSO PER RACCOLTA ACQUA PIOVANA CON PENDENZA DELLO 0.2%, DETTAGLIO B1/C-505

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LINEA DI CORRISPONDENZA - TAVOLA CG206

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STRADA 2

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CG205

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