190507_AMENDMENT_0002_COMBINED.pdf

PDF 7 MB Posted May 14, 2019

Attached to: P990 F-35B Vertical Lift Fan Test Facility, MCAS Cherry Point NC
Solicitation number: N4008519R9019
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Dec 28, 2023

This pre-solicitation notice announces a proposed design-bid-build contract for construction of a reinforced concrete vertical lift fan test facility at Marine Corps Air Station Cherry Point in North Carolina. Key details include that the project scope involves construction of a staging area, test facility control room, equipment room, inlet house area, lift fan test area, primary inlet plenum area, exhaust collector room, exhaust diffuser plenum area, 40,000 HP electric motor prime mover, and high pressure and high volume reinforced concrete air inlet/exhaust stack. Drawings and specifications will be provided with the request for proposal, planned for release on or about February 15, 2019. The NAICS code is 236220 for commercial and institutional building construction, with a small business size standard of $36.5 million. Two responses were received to a sources sought notice, and the contracting officer determined there is no reasonable expectation of adequate small business participation.

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190507_AMENDMENT_0002_COMBINED.pdf

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Other files

File	Type	Posted
Amendment 0011.pdf	PDF	Oct 29, 2020
Amendment 0010.pdf	PDF	Aug 13, 2020
Amendment 0009.pdf	PDF	Feb 11, 2020
Attachment_B_-_Price_Proposal_FormV4.docx	DOCX document	Oct 2, 2019
Amendment_0008.pdf	PDF	Oct 2, 2019
Amendment_0007_-_SF30.pdf	PDF	Sep 18, 2019
Attachment_B_-_Price_Proposal_FormV3.docx	DOCX document	Sep 18, 2019
SF30_Amendment_0006.pdf	PDF	Jun 18, 2019
190614_AMENDMENT_0005.pdf	PDF	Jun 14, 2019
SF30_Amendment_0005.pdf	PDF	Jun 14, 2019
Amendment_0004_SF30.pdf	PDF	Jun 13, 2019
20190612_AMENDMENT_0004.pdf	PDF	Jun 13, 2019
20190612_Amendment_0004_Sheets_NAVFAC.pdf	PDF	Jun 13, 2019
Amendment_0003.pdf	PDF	May 22, 2019
Amendment_0002.pdf	PDF	May 14, 2019
Attachment_H_-_Site_Visit_Map_to_B-163.pdf	PDF	May 6, 2019
Attachment_I_-_FRC_East_Visitor_Rules,_5000.1B_JUNE_2017.pdf	PDF	May 6, 2019
Amendment_0001.pdf	PDF	May 6, 2019
Attachment_G_-_Cherry_Point_Site_Visit_Access.xlsx	XLSX spreadsheet	May 6, 2019
1389846_spc_1of3_with_seal.pdf	PDF	May 1, 2019
1389846_spc_2of3_with_seal.pdf	PDF	May 1, 2019
Solicitation-P990_Vertical_Lift_Fan_Test_Facility.pdf	PDF	May 1, 2019
1389846_spc_3Aof3_with_seal.pdf	PDF	May 1, 2019

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N40085-15-D-0068-0018

NAVFAC eProject No: 1389846

Revision to Contract Documents

05/07/2019

P990 Vertical LiftFan Test Facility

MCAS Cherry Point, NC eProject No: 1389846

Revision to Contract Documents

The purpose of this revision is to:

To capture revisions and provide greater clarification to final design of construction documents dated 2/25/2019. Except as may be otherwise described, bidding requirements, materials, and workmanship for the work described herein shall conform to all requirements of the original

Contract Documents. The following revisions to the drawings and specifications are made as part of the project and takes precedence over the section of the drawings, in part, and/or specifications, as originally written.

DRAWINGS

NAVFAC Dwg. Nos. 12783188, 12783197, 12783207, 12783232, 12783245, 12783252, 12783321, 12783326, and 12783336 are revised as of May 7, 2019. These revised drawings accompany this amendment.

On NAVFAC Dwg. No. 12783188 (CD101)

1. The callout note number pointing to the fuel line has been changed from 7 to 6.

On NAVFAC Dwg. No. 12783197 (CG111)

1. A pipe and structure table has been added for the storm drain system.

On NAVFAC Dwg. No. 12783207 (CU501)

1. Detail C1 has been updated.

On NAVFAC Dwg. No. 12783232 (SF201)

1. Wall Elevation ‘A’ has been updated and “Wall ‘A’ Jamb Details” have been added.

On NAVFAC Dwg. No. 12783245 (AE101)

1. Knox Box location has been indicated west of Door 100A.

On NAVFAC Dwg. No. 12783252 (AE201)

1. Knox Box location has been indicated west of double doors (Door 100A).

On NAVFAC Dwg. No. 12783321 (ES502)

1. Pad Mounted Transformer Detail (A1) has been modified replacing the concrete pad with a box pad.

N40085-15-D-0068-0018

NAVFAC eProject No: 1389846

Revision to Contract Documents

P990 Vertical LiftFan Test Facility

MCAS Cherry Point, NC eProject No: 1389846

Revision to Contract Documents

On NAVFAC Dwg. No. 12783326 (ES604)

1. DC System Riser Diagram has been modified. Unsized PVC conduit has been notated to indicate 1-1/2 inch trade size.

On NAVFAC Dwg. No. 12783336 (EP101)

1. General note (2) has been added indicating sheets where wire sizes are located.

SPECIFICATIONS

PROJECT TABLE OF CONTENTS

Section 01 31 23.13 20 Electronic Construction and Facility Support Contract Management

System is added to the Table of Contents and accompanies this amendment.

SECTION 01 35 26 GOVERNMENT SAFETY REQUIREMENTS

In Paragraph 1.7.1.1.1, delete the existing paragraph and replace with the following: “The SSHO may serve as the Quality Control Manager. The SSHO may not serve as the Superintendent.”

SECTION 01 45 00.00 20 QUALITY CONTROL

In Paragraph 1.5.1.1, in the second sentence, delete “Project Superintendent” and replace with

“SSHO”.

SECTION 07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING

In Subsection 1.2 SUBMITTALS, delete the second sentence and replace with “Modified bitumen roof membrane must be set in hot asphalt.”

In Subsection 1.7.2, first paragraph, second sentence, delete the phrase “30 minutes” and replace with the phrase “one hour”.

-- END OF AMENDMENT 0002 --

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AutoCAD SHX Text 24.5

AutoCAD SHX Text 25.4

AutoCAD SHX Text 24.8

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AutoCAD SHX Text 23.9

AutoCAD SHX Text 25.2

AutoCAD SHX Text 23.9

AutoCAD SHX Text 24.4

AutoCAD SHX Text 25.4

AutoCAD SHX Text 25.2

AutoCAD SHX Text 24.7

AutoCAD SHX Text 21.6

AutoCAD SHX Text 25.1

AutoCAD SHX Text 22.5

AutoCAD SHX Text 21.1

AutoCAD SHX Text 24.8

AutoCAD SHX Text 23.9

AutoCAD SHX Text 22.5

AutoCAD SHX Text 21.1

AutoCAD SHX Text 24.0

AutoCAD SHX Text 25.0

AutoCAD SHX Text 23.2

AutoCAD SHX Text 20.7

AutoCAD SHX Text 24.5

AutoCAD SHX Text 21.8

AutoCAD SHX Text 21.3

AutoCAD SHX Text 20.4

AutoCAD SHX Text 20.3

AutoCAD SHX Text 20.9

AutoCAD SHX Text 22.1

AutoCAD SHX Text 23.3

AutoCAD SHX Text 24.3

AutoCAD SHX Text 24.6

AutoCAD SHX Text 24.8

AutoCAD SHX Text 24.7

AutoCAD SHX Text 25.6

AutoCAD SHX Text 25.3

AutoCAD SHX Text 25.2

AutoCAD SHX Text 25.3

AutoCAD SHX Text 24.5

AutoCAD SHX Text 24.6

AutoCAD SHX Text 25.1

AutoCAD SHX Text 25.2

AutoCAD SHX Text 26.6

AutoCAD SHX Text 25.7

AutoCAD SHX Text 25.4

AutoCAD SHX Text 25.1

AutoCAD SHX Text 25.0

AutoCAD SHX Text 23.7

AutoCAD SHX Text 24.8

AutoCAD SHX Text 23.5

AutoCAD SHX Text 24.0

AutoCAD SHX Text 24.1

AutoCAD SHX Text 22.4

AutoCAD SHX Text 24.4

AutoCAD SHX Text 22.6

AutoCAD SHX Text 24.3

AutoCAD SHX Text 23.9

AutoCAD SHX Text 22.6

AutoCAD SHX Text 24.7

AutoCAD SHX Text 22.5

AutoCAD SHX Text 23.8

AutoCAD SHX Text 24.5

AutoCAD SHX Text 22.5

AutoCAD SHX Text 23.3

AutoCAD SHX Text 24.3

AutoCAD SHX Text 22.6

AutoCAD SHX Text 23.8

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AutoCAD SHX Text 23.3

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AutoCAD SHX Text 23.3

AutoCAD SHX Text 24.0

AutoCAD SHX Text 24.3

AutoCAD SHX Text 22.5

AutoCAD SHX Text 25.6

AutoCAD SHX Text 25.2

AutoCAD SHX Text 25.7

AutoCAD SHX Text 25.6

AutoCAD SHX Text 24.5

AutoCAD SHX Text 24.6

AutoCAD SHX Text 25.1

AutoCAD SHX Text 24.2

AutoCAD SHX Text 26.4

AutoCAD SHX Text 25.3

AutoCAD SHX Text 25.6

AutoCAD SHX Text 26.9

AutoCAD SHX Text 26.8

AutoCAD SHX Text 26.7

AutoCAD SHX Text 26.4

AutoCAD SHX Text 26.7

AutoCAD SHX Text 26.9

AutoCAD SHX Text 25.3

AutoCAD SHX Text 25.7

AutoCAD SHX Text 26.4

AutoCAD SHX Text 24.2

AutoCAD SHX Text 25.3

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AutoCAD SHX Text 24.0

AutoCAD SHX Text 22.9

AutoCAD SHX Text 20.1

AutoCAD SHX Text 21.4

AutoCAD SHX Text 23.1

AutoCAD SHX Text 24.4

AutoCAD SHX Text 25.1

AutoCAD SHX Text 25.3

AutoCAD SHX Text 23.4

AutoCAD SHX Text 23.9

AutoCAD SHX Text 24.3

AutoCAD SHX Text 26.2

AutoCAD SHX Text 26.6

AutoCAD SHX Text 25.3

AutoCAD SHX Text 24.7

AutoCAD SHX Text 25.9

AutoCAD SHX Text 26.6

AutoCAD SHX Text 26.7

AutoCAD SHX Text 25.7

AutoCAD SHX Text 26.3

AutoCAD SHX Text 25.8

AutoCAD SHX Text 25.3

AutoCAD SHX Text 25.1

AutoCAD SHX Text 24.7

AutoCAD SHX Text 25.7

AutoCAD SHX Text 25.1

AutoCAD SHX Text 23.5

AutoCAD SHX Text 24.9

AutoCAD SHX Text 22.6

AutoCAD SHX Text 24.6

AutoCAD SHX Text 21.7

AutoCAD SHX Text 22.1

AutoCAD SHX Text 22.0

AutoCAD SHX Text 22.9

AutoCAD SHX Text 21.8

AutoCAD SHX Text 21.6

AutoCAD SHX Text 22.7

AutoCAD SHX Text 21.8

AutoCAD SHX Text 21.6

AutoCAD SHX Text 22.8

AutoCAD SHX Text 21.1

AutoCAD SHX Text 22.7

AutoCAD SHX Text 21.9

AutoCAD SHX Text 22.3

AutoCAD SHX Text 22.7

AutoCAD SHX Text 22.6

AutoCAD SHX Text 22.1

AutoCAD SHX Text 22.3

AutoCAD SHX Text 21.2

AutoCAD SHX Text 20.7

AutoCAD SHX Text 21.3

AutoCAD SHX Text 21.7

AutoCAD SHX Text 24.3

AutoCAD SHX Text 24.5

AutoCAD SHX Text 24.7

AutoCAD SHX Text 21.3

AutoCAD SHX Text 21.0

AutoCAD SHX Text 21.1

AutoCAD SHX Text 21.2

AutoCAD SHX Text 21.3

AutoCAD SHX Text 21.4

AutoCAD SHX Text 21.2

AutoCAD SHX Text 21.4

AutoCAD SHX Text 21.5

AutoCAD SHX Text 21.4

AutoCAD SHX Text 21.3

AutoCAD SHX Text 20.3

AutoCAD SHX Text 20.5

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.8

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AutoCAD SHX Text 20.6

AutoCAD SHX Text 20.9

AutoCAD SHX Text 21.1

AutoCAD SHX Text 25.07

AutoCAD SHX Text 25.94

AutoCAD SHX Text 26.49

AutoCAD SHX Text 25.86

AutoCAD SHX Text 23.29

AutoCAD SHX Text 22.14

AutoCAD SHX Text 22.04

AutoCAD SHX Text 22.78

AutoCAD SHX Text 20.85

AutoCAD SHX Text 22.72

AutoCAD SHX Text 20.58

AutoCAD SHX Text 23.0

AutoCAD SHX Text 22.6

AutoCAD SHX Text 19.6

AutoCAD SHX Text 22.7

AutoCAD SHX Text 22.1

AutoCAD SHX Text 22.6

AutoCAD SHX Text 23.5

AutoCAD SHX Text 23.3

AutoCAD SHX Text 23.5

AutoCAD SHX Text 24.0

AutoCAD SHX Text 23.7

AutoCAD SHX Text 19.5

AutoCAD SHX Text 21.8

AutoCAD SHX Text 22.8

AutoCAD SHX Text 19.6

AutoCAD SHX Text 22.2

AutoCAD SHX Text 20.6

AutoCAD SHX Text 21.3

AutoCAD SHX Text 22.3

AutoCAD SHX Text 23.8

AutoCAD SHX Text 23.1

AutoCAD SHX Text 22.2

AutoCAD SHX Text 22.5

AutoCAD SHX Text 20.7

AutoCAD SHX Text 19.2

AutoCAD SHX Text 19.7

AutoCAD SHX Text 20.8

AutoCAD SHX Text 20.7

AutoCAD SHX Text 19.3

AutoCAD SHX Text 19.7

AutoCAD SHX Text 19.3

AutoCAD SHX Text 20.5

AutoCAD SHX Text 22.9

AutoCAD SHX Text 23.4

AutoCAD SHX Text 23.7

AutoCAD SHX Text 22.7

AutoCAD SHX Text 22.8

AutoCAD SHX Text 23.6

AutoCAD SHX Text 24.6

AutoCAD SHX Text 24.4

AutoCAD SHX Text 20.7

AutoCAD SHX Text 22.3

AutoCAD SHX Text 19.7

AutoCAD SHX Text 24.6

AutoCAD SHX Text 24.4

AutoCAD SHX Text 23.3

AutoCAD SHX Text 21.5

AutoCAD SHX Text 19.8

AutoCAD SHX Text 20.8

AutoCAD SHX Text 22.2

AutoCAD SHX Text 21.7

AutoCAD SHX Text 23.3

AutoCAD SHX Text 24.5

AutoCAD SHX Text 24.4

AutoCAD SHX Text 24.5

AutoCAD SHX Text 23.6

AutoCAD SHX Text 24.1

AutoCAD SHX Text 24.6

AutoCAD SHX Text 25.0

AutoCAD SHX Text 23.8

AutoCAD SHX Text 23.9

AutoCAD SHX Text 24.8

AutoCAD SHX Text 24.6

AutoCAD SHX Text 23.1

AutoCAD SHX Text 24.7

AutoCAD SHX Text 23.7

AutoCAD SHX Text 22.6

AutoCAD SHX Text 20.0

AutoCAD SHX Text 20.8

AutoCAD SHX Text 21.9

AutoCAD SHX Text 23.2

AutoCAD SHX Text 22.9

AutoCAD SHX Text 19.9

AutoCAD SHX Text 21.0

AutoCAD SHX Text 21.9

AutoCAD SHX Text 23.6

AutoCAD SHX Text 24.6

AutoCAD SHX Text 22.7

AutoCAD SHX Text 20.0

AutoCAD SHX Text 21.0

AutoCAD SHX Text 22.3

AutoCAD SHX Text 24.1

AutoCAD SHX Text 24.7

AutoCAD SHX Text 25.1

AutoCAD SHX Text 25.3

AutoCAD SHX Text 25.4

AutoCAD SHX Text 23.1

AutoCAD SHX Text 21.5

AutoCAD SHX Text 22.4

AutoCAD SHX Text 21.2

AutoCAD SHX Text 22.8

AutoCAD SHX Text 22.4

AutoCAD SHX Text 23.4

AutoCAD SHX Text 23.8

AutoCAD SHX Text 24.0

AutoCAD SHX Text 24.2

AutoCAD SHX Text 24.7

AutoCAD SHX Text 23.7

AutoCAD SHX Text 23.2

AutoCAD SHX Text 23.3

AutoCAD SHX Text 24.7

AutoCAD SHX Text 25.0

AutoCAD SHX Text 25.2

AutoCAD SHX Text 23.9

AutoCAD SHX Text 23.4

AutoCAD SHX Text 23.5

AutoCAD SHX Text 23.2

AutoCAD SHX Text 23.8

AutoCAD SHX Text 24.8

AutoCAD SHX Text 25.5

AutoCAD SHX Text 25.8

AutoCAD SHX Text 23.0

AutoCAD SHX Text 24.3

AutoCAD SHX Text 24.1

AutoCAD SHX Text 24.5

AutoCAD SHX Text 25.1

AutoCAD SHX Text 25.0

AutoCAD SHX Text 25.6

AutoCAD SHX Text 25.4

AutoCAD SHX Text 25.5

AutoCAD SHX Text 25.7

AutoCAD SHX Text 26.0

AutoCAD SHX Text 26.1

AutoCAD SHX Text 26.4

AutoCAD SHX Text 26.3

AutoCAD SHX Text 26.6

AutoCAD SHX Text 26.3

AutoCAD SHX Text 26.0

AutoCAD SHX Text 26.1

AutoCAD SHX Text 25.9

AutoCAD SHX Text 25.8

AutoCAD SHX Text 26.0

AutoCAD SHX Text 26.2

AutoCAD SHX Text

4"PVC INV=22.84

AutoCAD SHX Text

WCO

AutoCAD SHX Text

BOLLARD

AutoCAD SHX Text

ETRANS NO#

AutoCAD SHX Text

INV=22.77

AutoCAD SHX Text

15"CONC.

AutoCAD SHX Text

ETRANS NO#

AutoCAD SHX Text

ASPHALT SURFACE

AutoCAD SHX Text

ETRANS NO#

AutoCAD SHX Text

ETRANS #75

AutoCAD SHX Text

FIRE PROTECTION STORAGE TANK

AutoCAD SHX Text

PIV#94

AutoCAD SHX Text

PIV#92

AutoCAD SHX Text

PIV#93

AutoCAD SHX Text

PIV#89

AutoCAD SHX Text

PIV#88

AutoCAD SHX Text

PIV#91

AutoCAD SHX Text

PIV#90

AutoCAD SHX Text

PIV#87

AutoCAD SHX Text

PIV#86

AutoCAD SHX Text

PIV#85

AutoCAD SHX Text

PIV#84

AutoCAD SHX Text

15"GUM

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

6"PINE

AutoCAD SHX Text 24.6

AutoCAD SHX Text 23.7

AutoCAD SHX Text 26.0

AutoCAD SHX Text 24.11

AutoCAD SHX Text C

AutoCAD SHX Text

ABND. FUEL LINE (QL-C)

AutoCAD SHX Text

ABND. FUEL LINE (QL-C)

AutoCAD SHX Text

ABND. FUEL LINE (QL-C)

AutoCAD SHX Text

ABND. FUEL LINE (QL-C)

AutoCAD SHX Text

ABND. FUEL LINE (QL-C)

AutoCAD SHX Text

ABND. FUEL LINE (QL-C)

AutoCAD SHX Text

ABND. FUEL LINE (QL-C)

AutoCAD SHX Text

(QL-C)

AutoCAD SHX Text

(QL-C)

AutoCAD SHX Text

(QL-C)

AutoCAD SHX Text

(QL-C)

AutoCAD SHX Text

10"PVC (QL-C)

AutoCAD SHX Text

8"DI (QL-C)

AutoCAD SHX Text

2"W (QL-C)

AutoCAD SHX Text

6"PVC (QL-C)

AutoCAD SHX Text

6"PVC (QL-C)

AutoCAD SHX Text

6"PVC (QL-C)

AutoCAD SHX Text

10"PVC (QL-C)

AutoCAD SHX Text

6"PVC (QL-C)

AutoCAD SHX Text

8"PVC (QL-C)

AutoCAD SHX Text

4"PVC (QL-C)

AutoCAD SHX Text

4"PVC (QL-C)

AutoCAD SHX Text

10"PVC BASED ON RECORDS (PAINTED IN FIELD BY OTHERS)

AutoCAD SHX Text PAINTED IN FIELD AS A WATER LINE BY OTHERS (BELIEVED TO BE A COMMUNICATIONS LINE)

AutoCAD SHX Text

INV=22.67

AutoCAD SHX Text B-4

AutoCAD SHX Text B-5

AutoCAD SHX Text B-1

AutoCAD SHX Text B-2

AutoCAD SHX Text B-3

AutoCAD SHX Text

SB-1

AutoCAD SHX Text

SB-2

AutoCAD SHX Text

SB-3

AutoCAD SHX Text

SB-4

AutoCAD SHX Text

SB-5

AutoCAD SHX Text

SB-6

AutoCAD SHX Text

SB-7

AutoCAD SHX Text

SB-8

AutoCAD SHX Text

SB-9

AutoCAD SHX Text

SB-10

AutoCAD SHX Text

SB-11

AutoCAD SHX Text

SB-12

AutoCAD SHX Text

SB-13

AutoCAD SHX Text

SB-14

AutoCAD SHX Text

SB-15

AutoCAD SHX Text

SB-16

AutoCAD SHX Text

SB-17

AutoCAD SHX Text

SB-18

AutoCAD SHX Text N

AutoCAD SHX Text

DI #31728 RIM=23.23 INV=21.61(E) 6"PVC INV=20.16(W) 24"CONC.

AutoCAD SHX Text

(QL-B)

AutoCAD SHX Text

(QL-B)

AutoCAD SHX Text

(QL-B)

AutoCAD SHX Text

(QL-B)

AutoCAD SHX Text

(QL-B)

AutoCAD SHX Text

(QL-B)

AutoCAD SHX Text

EOI

AutoCAD SHX Text

UNKNOWN UTILITY PAINT

AutoCAD SHX Text

DETENTION POND

AutoCAD SHX Text

CHH

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

(TYP OF 4)

AutoCAD SHX Text

CUT TREES FLUSH WITH GROUND LEVEL WITHIN LIMITS OF DITCH

AutoCAD SHX Text

DEMOLITION PLAN

AutoCAD SHX Text

NORTH CAROLINA IPT

AutoCAD SHX Text

NAVY BASE NORFOLK, NORFOLK, VA

AutoCAD SHX Text

<<PM/DM>>

AutoCAD SHX Text

BRANCH MANAGER

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CHIEF ENG/ARCH

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<<XX>>

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CONSTR. CONTR. NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

DES

AutoCAD SHX Text

DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DRAWFORM REVISION: 10 MAY 2014

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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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EPROJECT NO.:

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

AutoCAD SHX Text

UNCLASSIFIED//FOR OFFICIAL USE ONLY

AutoCAD SHX Text

DEPARTMENT OF THE NAVY

AutoCAD SHX Text

NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

MCAS CHERRY POINT

AutoCAD SHX Text

CHERRY POINT, NORTH CAROLINA

AutoCAD SHX Text 1389846

AutoCAD SHX Text

LAH

AutoCAD SHX Text

IDL

AutoCAD SHX Text

CTA

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text

AutoCAD SHX Text 12783188

AutoCAD SHX Text 1"=30'

AutoCAD SHX Text 120'

AutoCAD SHX Text 60'

AutoCAD SHX Text 30'

AutoCAD SHX Text

1. CLEAR AND GRUB AREAS WITHIN THE PROJECT LIMITS. STRIP TOP CLEAR AND GRUB AREAS WITHIN THE PROJECT LIMITS. STRIP TOP SOIL AND STORE FOR REUSE AS INDICATED ON THE EROSION CONTROL PLANS. 2. SAWCUT AND REMOVE ASPHALT PAVEMENT SAWCUT AND REMOVE ASPHALT PAVEMENT 3. REMOVE CHECK DAMS REMOVE CHECK DAMS 4. REMOVE STORM DRAIN PIPE REMOVE STORM DRAIN PIPE 5. REMOVE RIPRAP REMOVE RIPRAP 6. REMOVE ABANDONED FUEL PIPE. GROUT SOLID 2' BEYOND LIMITS REMOVE ABANDONED FUEL PIPE. GROUT SOLID 2' BEYOND LIMITS OF REMOVAL SHOWN 7. REMOVE AND SALVAGE SIGN. RETURN TO MCAS PUBLIC WORKS REMOVE AND SALVAGE SIGN. RETURN TO MCAS PUBLIC WORKS 8. REMOVE BOTTS ALONG ROAD (SEE DETAIL BELOW) REMOVE BOTTS ALONG ROAD (SEE DETAIL BELOW) 9. REMOVE AGGREGATE ACCESS ROAD REMOVE AGGREGATE ACCESS ROAD 10. REMOVE TRANSFORMER. SEE ELECTRICAL PLANS FOR EXTENT OF REMOVE TRANSFORMER. SEE ELECTRICAL PLANS FOR EXTENT OF WORK & DETAILS 11. REMOVE TREES AND LEAVE STUMP NO LESS THAN 18" AND NO REMOVE TREES AND LEAVE STUMP NO LESS THAN 18" AND NO GREATER THAN 24" ABOVE GROUND SURFACE. TREE FELLING AND REMOVAL MUST BE DONE CONCURRENTLY WITH POWER LINE CONSTRUCTION AND COORDINATED WITH DUKE ENERGY

AutoCAD SHX Text Spell checked by TWEAVER on 02/04/2019 11:24am

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

DETAIL FROM P-991 GEARBOX REPAIR AND TEST FACILITY PROJECT

AutoCAD SHX Text

PIPE WITH CONCRETE AND ROUND TOP (YELLOW)

AutoCAD SHX Text

2 # 4 REBAR

AutoCAD SHX Text

8" HDPE ENCASEMENT

AutoCAD SHX Text

AutoCAD SHX Text 04/01/19

AutoCAD SHX Text

AMENDMENT #0001

AutoCAD SHX Text

Ian.Little Snapshot

SBerger Text Box

AMENDMENT #0002

S x

S S x

S xS

S x

F L O

D x

FLOW

S D x

F L O

W x

F L O

W x

C x

L P

G L

P G

L P

G L

P G

W x

W x x

W x

S D x

W x

L P

LPG

W x

S x

S S x

S x

L P

G L

P G

L P

G L

P G

L P

G L

P G

L P

W x

XXXXXXXXXXXXXXXXXXXXXXXX

X X

XX XX XX XX XX XX XX XX XX XX XX XX

X X

XX XX

XXXXXXXXXXXXXXXXXX

X X

XX XX

X X

FFE = 26.60

S D

STORM STRUCTURE SCHEDULE

STORM PIPING SCHEDULE

GRAPHIC SCALE(S) N

V A

S E

N G

E R

C O

M M

A N

-A

A N

4525 Main Street, Suite 1400

Virginia Beach, VA 23462

757.455.5800

F-

B V

E R

A L

T E

S T

CG111

CONSTRUCTION NOTES

AutoCAD SHX Text W

AutoCAD SHX Text

WV (5)

AutoCAD SHX Text

CHH

AutoCAD SHX Text

CMH RIM=25.45

AutoCAD SHX Text

ASPHALT SURFACE

AutoCAD SHX Text

ASPHALT SURFACE

AutoCAD SHX Text

WV (6)

AutoCAD SHX Text

4"CYPRESS

AutoCAD SHX Text

6"CYPRESS

AutoCAD SHX Text

4"CYPRESS

AutoCAD SHX Text

4"CYPRESS

AutoCAD SHX Text W

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

MIXED TREES

AutoCAD SHX Text

6"OAK (TYP.)

AutoCAD SHX Text

8"PINE (2)

AutoCAD SHX Text

24"OAK CLUSTER

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text

WV (5)

AutoCAD SHX Text

6'CLF W/BW

AutoCAD SHX Text

27"PINE

AutoCAD SHX Text

30"PINE

AutoCAD SHX Text

30"PINE

AutoCAD SHX Text

30"PINE

AutoCAD SHX Text

#4931 1-STY. BR. FFE=26.11

AutoCAD SHX Text

1-STY. METAL T-4851 FFE=27.11

AutoCAD SHX Text

1-STY. METAL T-4852 FFE=28.00

AutoCAD SHX Text

1-STY. METAL T-4853 FFE=27.65

AutoCAD SHX Text

CONC. WELL

AutoCAD SHX Text

SMH #30000 RIM=26.54 INV=20.92(NW) INV=20.92(NE) INV=20.89(S)

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

SMH #30001 RIM=26.59 INV=19.93(N) INV=19.93(E) INV=19.91(W)

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

L/P ON CONC.

AutoCAD SHX Text

CHH

AutoCAD SHX Text W

AutoCAD SHX Text

BOV 8"IRON INV=21.93

AutoCAD SHX Text

FIRE PROTECTION STORAGE TANK

AutoCAD SHX Text

WCO

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text

MIXED TREES

AutoCAD SHX Text

36"OAK

AutoCAD SHX Text

24"PINE

AutoCAD SHX Text

36"PINE

AutoCAD SHX Text

24"PINE

AutoCAD SHX Text

24"PINE

AutoCAD SHX Text

18"PINE

AutoCAD SHX Text E

AutoCAD SHX Text

WOOD POST W/ECAB (TYP.)

AutoCAD SHX Text

CMH RIM=25.67

AutoCAD SHX Text

WV (2)

AutoCAD SHX Text

MIXED TREES

AutoCAD SHX Text

24"CONC.

AutoCAD SHX Text

24"FES INV=20.14

AutoCAD SHX Text

SDMH #30609 RIM=24.69 INV=20.13(SE) INV=20.03(W)

AutoCAD SHX Text

INV=19.67

AutoCAD SHX Text

DI #30679 RIM=23.78 INV=20.02(NE) INV=20.00(NW)

AutoCAD SHX Text

DI #30561 RIM=24.35 INV=21.07(SE) INV=21.05(SW)

AutoCAD SHX Text

15"FES INV=24.82

AutoCAD SHX Text

DI #30017 RIM=26.86 INV=24.91(S)

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

24"CONC.

AutoCAD SHX Text

24"CONC.

AutoCAD SHX Text

24"CONC.

AutoCAD SHX Text

15"CONC.

AutoCAD SHX Text

WV W/ HOSE HOOKUP

AutoCAD SHX Text

CONC. SPILLWAY

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

15"PINE

AutoCAD SHX Text

15"PINE

AutoCAD SHX Text

6'CLF W/BW

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

INV=19.26

AutoCAD SHX Text

INV=19.29

AutoCAD SHX Text

INV=19.28

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

6"PINE

AutoCAD SHX Text

8"PINE

AutoCAD SHX Text

4"PVC INV=22.84

AutoCAD SHX Text

WCO

AutoCAD SHX Text

BOLLARD

AutoCAD SHX Text

ETRANS NO#

AutoCAD SHX Text

ASPHALT SURFACE

AutoCAD SHX Text

ETRANS NO#

AutoCAD SHX Text

ETRANS #75

AutoCAD SHX Text

FIRE PROTECTION STORAGE TANK

AutoCAD SHX Text

PIV#94

AutoCAD SHX Text

PIV#92

AutoCAD SHX Text

PIV#93

AutoCAD SHX Text

PIV#89

AutoCAD SHX Text

PIV#88

AutoCAD SHX Text

PIV#91

AutoCAD SHX Text

PIV#90

AutoCAD SHX Text

PIV#87

AutoCAD SHX Text

PIV#86

AutoCAD SHX Text

PIV#85

AutoCAD SHX Text

PIV#84

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

6"PINE

AutoCAD SHX Text C

AutoCAD SHX Text

ABND. FUEL LINE (QL-C)

AutoCAD SHX Text

ABND. FUEL LINE (QL-C)

AutoCAD SHX Text

ABND. FUEL LINE (QL-C)

AutoCAD SHX Text

ABND. FUEL LINE (QL-C)

AutoCAD SHX Text

ABND. FUEL LINE (QL-C)

AutoCAD SHX Text

ABND. FUEL LINE (QL-C)

AutoCAD SHX Text

ABND. FUEL LINE (QL-C)

AutoCAD SHX Text

(QL-C)

AutoCAD SHX Text

(QL-C)

AutoCAD SHX Text

(QL-C)

AutoCAD SHX Text

(QL-C)

AutoCAD SHX Text

10"PVC (QL-C)

AutoCAD SHX Text

8"DI (QL-C)

AutoCAD SHX Text

2"W (QL-C)

AutoCAD SHX Text

6"PVC (QL-C)

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6"PVC (QL-C)

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6"PVC (QL-C)

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10"PVC (QL-C)

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6"PVC (QL-C)

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8"PVC (QL-C)

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4"PVC (QL-C)

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4"PVC (QL-C)

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10"PVC BASED ON RECORDS (PAINTED IN FIELD BY OTHERS)

AutoCAD SHX Text PAINTED IN FIELD AS A WATER LINE BY OTHERS (BELIEVED TO BE A COMMUNICATIONS LINE)

AutoCAD SHX Text N

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DI #31728 RIM=23.23 INV=21.61(E) 6"PVC INV=20.16(W) 24"CONC.

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(QL-B)

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(QL-B)

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(QL-B)

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EOI

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UNKNOWN UTILITY PAINT

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DETENTION POND

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CHH

AutoCAD SHX Text 2.0%

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FRENCH DRAIN

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GRADING AND DRAINAGE PLAN

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NORTH CAROLINA IPT

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NAVY BASE NORFOLK, NORFOLK, VA

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<<PM/DM>>

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BRANCH MANAGER

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CHIEF ENG/ARCH

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<<XX>>

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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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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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DRAWFORM REVISION: 10 MAY 2014

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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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EPROJECT NO.:

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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DEPARTMENT OF THE NAVY

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NAVAL FACILITIES ENGINEERING COMMAND

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MCAS CHERRY POINT

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CHERRY POINT, NORTH CAROLINA

AutoCAD SHX Text 1389846

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LAH

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JLJ

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CTA

AutoCAD SHX Text 1" = 30'

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AutoCAD SHX Text 12783197

AutoCAD SHX Text 1"=30'

AutoCAD SHX Text 120'

AutoCAD SHX Text 60'

AutoCAD SHX Text 30'

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1. CONCRETE ENDWALL CONCRETE ENDWALL 2. DROP INLET DROP INLET 3. CONCRETE HEADWALL CONCRETE HEADWALL 4. CONCRETE FLARED END SECTION CONCRETE FLARED END SECTION 5. YARD INLET. SEE DETAIL D5/CG201YARD INLET. SEE DETAIL D5/CG201

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AutoCAD SHX Text 04/01/19

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AMENDMENT #0001

Ian.Little Snapshot

SBerger

TRENCH CROSS SECTIONA1

POST INDICATOR VALVEC5

ILI

VALVE BOX DETAILC4

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

4525 Main Street, Suite 1400

Virginia Beach, VA 23462

757.455.5800

F-

B V

E R

A L

T E

S T

CONNECTION TO EXISTING MANHOLEA3

SECTION C-C

BRICK MANHOLE

SECTION B-B

SECTION A-A

PRE-CAST MANHOLE

BASE PLAN OFBASE PLAN OF

A C

SEWER CLEANOUT DETAILA4

CU501

STANDARD PRECAST SEWER MANHOLEC1

SHALLOW PRECAST MANHOLEA5

STANDARD FIRE HYDRANT ASSEMBLYC2

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NO SCALE

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MAXIMUM

AutoCAD SHX Text "A"

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NOMINAL PIPE DIA

AutoCAD SHX Text "D"

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NON-PLASTIC

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MAXIMUM TRENCH WIDTH "W" TAKEN AT TOP OF PIPE

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BEDDING THICKNESS VARIES

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PLASTIC

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OUTSIDE

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OUTSIDE

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OUTSIDE

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OUTSIDE

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OUTSIDE

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FINAL

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FINAL

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FINAL

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INITIAL

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INITIAL

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INITIAL

AutoCAD SHX Text 6"

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SPRINGLINE

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PLASTIC

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PLASTIC

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PLASTIC

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6"-12" COVER

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4" TO 24"

AutoCAD SHX Text 8"

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42" TO 72"

AutoCAD SHX Text 15"

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27" TO 36"

AutoCAD SHX Text 12"

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MIN

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CLASS II

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OUTSIDE

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OUTSIDE

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OUTSIDE

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OUTSIDE

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OUTSIDE

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FINISHED GRADE

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INDICATOR POST

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OPEN/SHUT WINDOW

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1'-6" SQUARE CONCRETE COLLAR IN NON-PAVED AREAS

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CU101

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NO SCALE

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WASHED #57 STONE DRAIN POCKET

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CONCRETE THRUST BLOCK

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2-2 1/2" HOSE OUTLETS

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4 1/2" PUMPER CONNECTION FACING ROAD

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FINISHED GRADE

AutoCAD SHX Text NOTE: PROVIDE 6" GATE VALVE WITH VALVE BOX FOR EACH HYDRANT CONNECTION. SEE DETAIL C4 ON THIS SHEET

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LEAVE HYDRANT DRAIN OPEN

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WASHED #57 STONE DRAIN POCKET

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PLAN

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SECTION

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2'-0" MIN. FROM SIDEWALK

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3'-0" MIN. FROM EDGE OF ROADWAY SHOULDER OR CURB. 7'-0" MAX.

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MIN. DEPTH OF BURY 2'-6"

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COMPACTED OR UNDISTURBED GROUND

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text Spell checked by TWEAVER on 07/10/2018 12:07pm

AutoCAD SHX Text 4"

AutoCAD SHX Text 16"

AutoCAD SHX Text 6"

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VARIES

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CAST IRON, ROUND HEAD BOX

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TOP OF PAVEMENT OR FINISHED GRADE

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CONCRETE COLLAR

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ROD AND GUIDE RING

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CAST IRON VALVE BOX

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VALVE

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UTILITY MAIN

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WATER

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CU501

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NO SCALE

AutoCAD SHX Text THE APPROPRIATE UTILITY IDENTIFICATION SHALL BE CAST INTO THE VALVE BOX COVER (ie, WATER, GAS, SEWER, ETC)

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GATE VALVE WITH POST INDICATOR PLATE.

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NORTH CAROLINA IPT

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NAVY BASE NORFOLK, NORFOLK, VA

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<<PM/DM>>

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BRANCH MANAGER

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CHIEF ENG/ARCH

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<<XX>>

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AutoCAD SHX Text D

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AutoCAD SHX Text A

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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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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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DRAWFORM REVISION: 10 MAY 2014

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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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EPROJECT NO.:

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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DEPARTMENT OF THE NAVY

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NAVAL FACILITIES ENGINEERING COMMAND

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MCAS CHERRY POINT

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CHERRY POINT, NORTH CAROLINA

AutoCAD SHX Text 1389846

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NO SCALE

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EXISTING OUTLET

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EXISTING MANHOLE

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1/2" CEMENT MORTAR

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NEW CHANNEL

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BOOT

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BOOT

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CORE CUT HOLE

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EXISTING PRECAST CONCRETE MANHOLE

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EXISTING INLET

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BOOT

AutoCAD SHX Text CORE CUT HOLE OR BREAK OUT BRICKS CAREFULLY AND NEATLY. FASTEN STUB INTO HOLE WITH WATERSTOP GROUTING.

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EXIST INLET

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EXISTING BRICK MANHOLE

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EXISTING OUTLET

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EXISTING INLET

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EXISTING SHELF

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EXISTING CHANNEL

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EXISTING OUTLET

AutoCAD SHX Text SECURELY FASTEN STUB INTO CORED HOLE WITH FLEXIBLE BOOT CONNECTION PER SPECIFICATION SECTION 200.

AutoCAD SHX Text CHISEL OUT EXISTING CONCRETE SHELF TO FORM NEW CHANNEL. SURFACE WITH 1/2" CEMENT MORTAR

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EXISTING SHELF

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EXISTING CHANNEL

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EXISTING INLET

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"D" X 12" BOOT

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END OF LINE IS TO EXTEND BEYOND INSPECTION BOX.

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CLEANOUT PIPE MUST BE FREE OF ANY WEIGHT TRANSMITTED BY THE INSPECTION BOX

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INSPECTION BOX

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PIPE

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CONCRETE

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REMOVABLE PLUG

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#8 STONE

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6" PVC OR D.I. PIPE

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30° SHORT CURVE

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PIPE TO BE FREE OF BLOCK

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2,500 PSI CONC.

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CAST IRON INSPECTION BOX RICHARD FOUNDRY NO. L-1020 OR APPROVED EQUIVALENT

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NOTE:

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CONTINUATION OF PIPE OR REMOVABLE PLUG

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NO SCALE

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BOLLARD LAYOUT PLAN AROUND POST INDICATOR VALVE

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NUMBER OF BOLLARDS REQUIRED ARE SHOWN ON SITE PLAN

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BOLLARDS, IF REQUIRED PER SITE PLAN SEE LAYOUT BELOW AND DETAIL C4/CS501

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LAH

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IDL

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CTA

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AS NOTED

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AutoCAD SHX Text 12783207

AutoCAD SHX Text 10 1/2"

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REINFORCED CONCRETE FLATTOP

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4-#4 REBARS CENTER OF SLAB

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GRADE

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#4 6" O.C., E.W. IN CENTER OF SLAB

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4'-0" MAX.

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CIRCULAR BASE

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NOTE:

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ALL OTHER CRITERIA

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TYPICAL OF PRECAST

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SEWER MANHOLE

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NO SCALE

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NO SCALE

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CU101

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NO SCALE

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MECHANICALLY RESTRAIN ENTIRE HYDRANT CONNECTION AND MAIN

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1. MANHOLE SHALL MEET ALL REQUIREMENTS OF ASTM C-478-72. MANHOLE SHALL MEET ALL REQUIREMENTS OF ASTM C-478-72. 2. O-RING JOINT SHALL MEET ALL REQUIREMENTS OF ASTM C-361. O-RING JOINT SHALL MEET ALL REQUIREMENTS OF ASTM C-361. 3. CONCRETE SHALL HAVE MIN. COMPRESSIVE STRENGTH OF 4000 P.S.I. REINFORCING FABRIC SHALL MEET CONCRETE SHALL HAVE MIN. COMPRESSIVE STRENGTH OF 4000 P.S.I. REINFORCING FABRIC SHALL MEET ASTM A-185-72. 4. BASES SHALL BE EXTENDED MONOLITHIC TYPE. BASES SHALL BE EXTENDED MONOLITHIC TYPE. 5. ALL MANHOLES SHALL RECEIVE INSIDE APPLICATION OF SIKAGARD HI-BILT OR APPROVED EQUAL ALL MANHOLES SHALL RECEIVE INSIDE APPLICATION OF SIKAGARD HI-BILT OR APPROVED EQUAL APPLIED ACCORDING TO MANUFACTURER'S SPEC'S. 6. CONTRACTOR MUST USE NEOPRENE SEAL MFG. TO ASTM C-443. CONTRACTOR MUST USE NEOPRENE SEAL MFG. TO ASTM C-443. 7. MANHOLE, FRAME, AND COVER MUST BE RATED FOR A TRAFFIC LOADING OF HS-20 IN ACCORDANCE MANHOLE, FRAME, AND COVER MUST BE RATED FOR A TRAFFIC LOADING OF HS-20 IN ACCORDANCE WITH NCDOT REQUIREMENTS.

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AMENDMENT #0001

Ian.Little Snapshot

SBerger

FIRST FLOOR

[0'-0"]

TEST CELL FLOOR

[+17'-9"]

INLET FLOOR - HIGH

[46'-9"]

TEST CELL ROOF

[+65'-7"]

PRIME MOVER ROOF

[37'-6"]

12" THICK WALL

#6 AT 6" EF

#6 A

#7 AT 6" EF

#7 A

18" THICK WALL

1'-0"

3'-10"

7' -4

-4

5' -6

GRATING FLOOR

[+46'-0"]

7 6 3 2

2'-10" 34'-0" 1'-6" 49'-0" 1'-0"

17'-0"

'-1

7' -4

3'-4"8'-11"

FIRST FLOOR

[0'-0"]

INLET FLOOR - LOW

[46'-0"]

CONTROL ROOM

FLOOR

[+20'-2"]

ENTRY FLOOR

[+21'-2"]

INLET FLOOR - HIGH

[46'-9"]

T.O. PARAPET

[50'-9"]

#7 AT 6" EF

#7 A

4'-4"

1'-10"

4'-4"

7' -2

-2 " 7"3'-4"6'-8"3'-4"3'-11"6'-4"12'-7"4'-4"5'-7"3'-4"

12" THICK WALL

11111

9 8 7

1'-0"

31'-2" 21'-6"

1'-0"

54'-8"

2'-8"

2' -0

2' -2

1'-2"2'-10"

1'-4"

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Dec 28, 2023.