Attachment S - Revised Drawing CU101A.pdf

PDF 1017 KB Posted

Attached to
P-002 EDI: Rapid Airfield Damage Recovery Storage Facilities, Aviano Air Base, Italy
Solicitation number
N6247022R3000
Issued by

About this file

This drawing package pertains to a federal contract solicitation to construct Rapid Airfield Damage Recovery Storage Facilities at Aviano Air Base in Italy. The project involves installing new utility lines including a potable water line tied to an existing main 400 meters southwest, a sanitary sewer service line tied to an existing sewer main with a minimum invert of 159.00 at the building, a storm sewer discharge line to a drainage field, and related appurtenances. The drawings provide existing conditions and utility information, notes regarding field verifications, and specifications for fire hydrants, manholes, cleanouts, and joining methods. The solicitation was issued by the Department of the Navy Naval Facilities Engineering Command for contract number N6247022R3000 and involves planning and design work to support rapid runway repair capabilities at the Air Base in Italy.

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Other files

File Type Posted
Amendment 0009.pdf PDF
Amendment 0008.pdf PDF
Amendment 0007.pdf PDF
Attachment O - Site Visit Sign In.pdf PDF
Attachment T - Revised Drawing CU101B.pdf PDF
Attachment R - Revised Drawing CS102B.pdf PDF
Attachment U - Revised Specification 01 50 00.pdf PDF
Amendment 0006.pdf PDF
Attachment P - Site 2 Access Road Aerial.pdf PDF
Attachment Q - Revised Drawing CD101A.pdf PDF
Amendment 0005.pdf PDF
Amendment 0004.pdf PDF
Amendment 0003.pdf PDF
Attachment N - Gas Line Trench Detail.pdf PDF
Amendment 0002.pdf PDF
Attachment M - Installation Access Request Form.pdf PDF
Amendment 0001.pdf PDF
Attachment L - Installation Access Request Checklist.pdf PDF
Attachment E - Price Proposal Form.pdf PDF
Attachment F - LRA Commercial Vehicle Inspection Procedures.pdf PDF
Attachment K - Italian Safety Plan_Combined.pdf PDF
Attachment H 1659896dwgVOL1_3of3.pdf PDF
Attachment H 1659896dwgVOL1_1of3.pdf PDF
Attachment H 1659896dwgVOL1_2of3.pdf PDF
Attachment C - Construction Experience Project Data Sheet.pdf PDF
Attachment G - Specifications.pdf PDF
Attachment D - Past Performance Questionnaire (PPQ).pdf PDF
Attachment B - SEC-NAV_5512_1_11787 Form.pdf PDF
Attachment H 1659896dwgVOL2_1of4.pdf PDF
Attachment H 1659896dwgVOL2_3of4.pdf PDF
Attachment A - Pre-Proposal Inquiry Form.xls XLS spreadsheet
Attachment H 1659896dwgVOL2_2of4.pdf PDF
Attachment I - HAZMAT Report Summary.pdf PDF
Attachment J - Host Nation Code Compliance Certification.pdf PDF
N62470-22-R-3000.pdf PDF
Attachment H 1659896dwgVOL2_4of4.pdf PDF
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Text version

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EXIST SEWER M.H.

RIM=±159.61

FL=±156.74

W. FL=156.41

N.E. FL=156.48

E. FL=156.45

EXIST SEWER M.H.

RIM=±159.26

FL=±157.23

W. FL=157.02

N.E. FL=157.03

S. FL=157.01

EXIST SEWER M.H.

RIM=±160.95

FL=±158.91

S.W. FL=158.52

N.E. FL=158.55

EXIST SEWER M.H.

RIM=±159.62

FL=±157.46

N. FL=157.22

S.W. FL=157.19

DISCLAIMER

UPON ACCEPTANCE OF THESE PLANS FOR CONSTRUCTION, THE CONTRACTOR AGREES TO FAMILIARIZE HIMSELF WITH THE PROJECT AND VERIFY THE LOCATION AND CORRECTNESS OF ANY AND ALL APPURTENANCES, RIGHT-OF-WAY, PROPERTY LINES, ELEVATIONS, OBSTRUCTIONS, HAZARDS, OR CONFLICTS THAT MAY EXIST UPON EXAMINATION OF CURRENT FIELD CONDITIONS. DESIGN OF THESE PLANS WAS BASED UPON AVAILABLE INFORMATION AND INTERPRETATION OF AVAILABLE DATA, ANY DISCREPANCIES DISCOVERED, SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD FOR EVALUATION, THE CONTRACTOR SHALL ACCEPT ALL LIABILITY AND RISKS FOR CONSTRUCTION PROCEEDING PRIOR TO ENGINEERS EVALUATION.

ESCLUSIONE DI RESPONSABILITÀ

DOPO L'ACCETTAZIONE DI QUESTI PIANI DI COSTRUZIONE, L'APPALTATORE ACCETTA DI FAMILIARIZZARE SE STESSO CON IL PROGETTO E DI VERIFICARE LA POSIZIONE E LA CORRETTEZZA DI QUALSIASI ATTREZZATURA, DIRITTO DI PASSAGGIO, LINEE DI PROPRIETÀ, ALTEVAZIONI, OSTACOLI, PERICOLI O CONFLITTI ESAME DELLE CONDIZIONI DI CAMPO ATTUALI. LA PROGETTAZIONE DI QUESTI PIANI È STATA BASATA SULLE INFORMAZIONI DISPONIBILI E SULL'INTERPRETAZIONE DEI DATI DISPONIBILI, QUALSIASI DISCREPANZA RILEVATA, DEVE ESSERE PORTATA IMMEDIATAMENTE ALL'ATTENZIONE DELL'INGEGNERE DEL RECORD PER LA VALUTAZIONE, IL FORNITORE ACCETTA TUTTE LE RESPONSABILITÀ EI RISCHI PER IL PROCEDIMENTO DI PRECISIONE DELLA COSTRUZIONE.

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CU101A

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ONTAINERS

CONTENITORE 25

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EXISTING PAVEMENT

PAVIMENTAZIONE ESISTENTE

Meters 1:400

20100 5

NO. COORDINATES ELEVATION

5100595,685 313884,514 160,069 N E

SITE 1 (R4)

5100686,617 313991,057 161,531SITE 1 (R5)

EXISTING CONDITIONS, TOPOGRAPHY, AND UTILITY

SURVEY PROVIDED BY:

CSG PALLADIO

STRADIA SAVIAONA

278/1-36100 VICENZA

TEL ++39/0444 304091

FAX ++39/0444 313136

DATE OF SURVEY : JULY 2021

CONTROL POINT SUMMARY TABLE

( BENCHMARK: UTM 33N BASE UNITS METERS)

TABELLA DI RIEPILOGO DEI PUNTI DI RIFERIMENTO

CAPISALDI: UTM 33N BASE UNITA' IN METRI

COORDINATE QUOTE ALTIMETRICHENR.

RILIEVO DELLE CONDIZIONI ESISTENTI,

TOPOGRAFICO E DEI SOTTOSERVIZI

FORNITO DA CSG PALLADIO

DATA RILIEVI : JULY 2021 SI

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SITE 1 RADR

STORAGE FACILITY

1 CRATER REPAIR KIT +

1 FOD REMOVAL KIT/

FFE = 161.01

SITO 1 RADR

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1 KIT RIPARAZIONE

CRATERI + 1 KIT DI

RIMOZIONE DETRITI

CORPI ESTRANEI /

ALTEZZA S.L.M. = 161.01

DRAINAGE FIELD

CAMPO DI D

RENAGGIO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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DES DRW CHK

SATISFACTORY TO DATE : 04 AUGUST 2022

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

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DESIGN MANAGER:

BRANCH MANAGER:

PM/DM:

FIRE PROTECTION:

RICHARD STEPHENS, PE

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NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018

1659896

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Approved by Allan Lucht, via Email.

N6247022R3000

DES: MD DRW: CHK: JM

99026

MARGARET L. DUBBIN

N

FIRE HYDRANT WITH APPURTENANCES

DRAINAGE FIELD (SEE CG101A)

EXISTING SOIL VAPOR TEST VAULT (SEE

CD101A)

MECHANICAL JOINTS ON WATERLINE

EXISTING SANITARY SEWER MANHOLE

TRENCH DRAIN

TIE POTABLE WATER LINE TO EXISTING

WATER MAIN, ASSUMED 400M SOUTHWEST.

FIELD VERIFY TIE IN LOCATION

DOUBLE SANITARY SEWER CLEANOUT ON

SANITARY SERVICE LINE (SEE CK552)

FIELD VERIFY DEPTH AND LOCATION OF

EXISTING SEWER LINE, TIE SANITARY

SEWER SERVICE LINE TO EXISTING

SANITARY SEWER MAIN

Ø100 SANITARY SEWER SERVICE LINE

MIN. INV. 159.00 AT BLDG. PER MECHANICAL

Ø250 POTABLE WATER LINE

Ø400 STORM SEWER DISCHARGE TO

DRAINAGE FIELD

Ø50 POTABLE WATER SERVICE LINE

Ø200 TIE FIRE PROTECTION LEAD-IN TO

POTABLE WATER LINE

Ø300 STORM SEWER. BUILDING DRAIN AND

TRENCH DRAIN COLLECTORS

POZZO DI ESTRAZIONE ESISTENTE

INSTALLARE IDRANTE ANTINCENDIO E

RELATIVI ACCESSORI

AREA DI DRENAGGIO (VEDERE PIANTE

LIVELLAMENTO E DRENAGGIO

SEPARATORE DI OLII / ACQUA

POZZETTO ESISTENTE (FOGNATURA)

CANALE DI DRENAGGIO

INSTALLARE DOPPIO POZZETTO

FOGNARIO DI ISPEZIONE SULLA NUOVA

LINEA FOGNARIA (VEDERE TAVOLA DI

DETTAGLIO

FOGNA TEMPESTA Ø300. COLLETTORI DI

SCARICO E DI SCARICO DI TRINCEE PER EDIFICI

INSTALLARE NUOVA LINEA DI SCARICO Ø400

ALL'AREA DI DRENAGGIO

LINEA DI SERVIZIO FOGNARIO SANITARIO Ø100

MINIMO 159,00 A BLDG. PER MECCANICO

LINEA DELL'ACQUA POTABILE Ø50

OIL WATER SEPARATOR

CAMERA ESISTENTE PER MONITORAGGIO DEI

VAPORI DEL SUOLO

INSTALLARE GIUNTI MECCANICI PER LA NUOVA

LINEA DELL'ACQUA

ALLACCIARE LA NUOVA LINEA DI ACQUA POTABILE

ALLA LINEA ESISTENTE PRINCIPALE A CIRCA 400M

A SUD-OVEST. VERIFICARE SUL POSTO IL PUNTO DI

ALLACCIO

VERIFICARE IN SITO LA PROFONDITA' E

POSIZIONE DELLA FOGNATURA ESISTENTE,

COLLEGARE LA NUOVA LINEA FOGNARIA A

QUELLA ESISTENTE

INSTALLARE NUOVA LINEA DELL'ACQUA POTABILE

Ø200 TIE PROTEZIONE ANTINCENDIO

LEAD-IN ALLA LINEA DI ACQUA POTABILE

SITE 1 UTILITY PLAN

SITO 1 PIANTA DEI SOTTOSERVIZI

14121448

HVAC UNITS, SEE ELECTRICAL AND

MECHANICAL PLANS18

UNITÀ HVAC, VEDI PIANI ELETTRICI E

MECCANICI

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KEY #

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ENGLISH NOTE

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NOTA/ITALIANA

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KEYED NOTES

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EXISTING EXTRACTION WELL

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REVISED ITALIAN TRANSLATION OF KEYNOTES 13 , 15 , 16 , AND 18

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08 MARCH 2023

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CU101A

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