Amendment 0002 7286573.pdf

PDF 3 MB Posted Jul 29, 2024

Attached to: Pavement Repairs Between B4034 B137 & B84
Solicitation number: N400857286573
Issued by: Department of the Navy Naval Facilities Engineering Command

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Written by GovTribe AI · Jul 29, 2024

This document is an amendment to a solicitation for a pavement repair project at Marine Corps Air Station Cherry Point in North Carolina. The amendment provides responses to pre-award requests for information (RFIs), including clarification on the anticipated start date, availability of geotechnical data, pavement depths, drawing scales, and other site conditions. The proposal due date remains unchanged at August 6, 2024 at 3:00 PM local time. The project involves pavement repairs and replacements in two distinct areas, with Area 1 near buildings B4034 and B137, and Area 2 near building B84. The solicitation is restricted to Civil Paving MACC contractors identified in the cover letter. The amendment also includes revised drawings for the project.

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Other files

File	Type	Posted
Amendment 0001 7286573.pdf	PDF	Jul 11, 2024
7286573 DrawingsAsOne SIGNED.pdf	PDF	Jul 2, 2024
RFP 7286573.pdf	PDF	Jul 2, 2024
7286573 SpecsAsOne SIGNED.pdf	PDF	Jul 2, 2024

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NAVFAC

SPECIFICATION

7286573 Pavement Repairs Between B4034 B137 & B84

MCAS Cherry Point, NC

AMENDMENT #0002

IMPORTANT

This amendment should be acknowledged when your proposal is submitted. Failure to acknowledge the amendment may constitute grounds for rejection of the proposal.

If your proposal has been submitted prior to the receipt of this amendment, acknowledgement should be made by telegram, which should state whether the price contained in your proposal is to remain unchanged, is to be decreased by an amount, or is to be increased by an amount. The acknowledgement must be received prior to proposal opening time.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES

1 2

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

0002 07/26/2024 7286573

6. ISSUED BY Code N40085 7. ADMINISTERED BY (If other than item 6.) Code CG MCAS Cherry Point

FACILITIES, ROICC

B-87, 748 Roosevelt Blvd.

PSC BOX 8006

CHERRY POINT, NC 28533

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) 9A. AMENDMENT OF SOLICITATION

Pavement Repairs Between B4034 B137 & B84

9B. DATED (SEE ITEM 11)

AMENDMENT MUST BE ACKNOWLEDGED WITH YOUR PROPOSAL 10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in item 14. The hour and date specified for receipt of Offers is extended is not extended. Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods: (a) By completing items 8 and 15, and returning 1 copy of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (if required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14. ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATION CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103 (b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER: (specify type of modification and authority)

E. IMPORTANT: Contractor is not is required to sign this document and return original to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

7286573 Pavement Repairs Between B4034 B137 & B84, Marine Corps Air Station Cherry Point, NC

Amendment 0002 is being issued to answer pre-award RFI’s.

The deadline to submit pre-award RFI’s has passed. No further RFI’s will be accepted.

The proposal due date of 06 August 2024 at 3:00 PM local time REMAINS unchanged.

See Attached.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

15B. CONTRACTOR/OFFEROR (Same as Item 8) 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070 30-105 STANDARD FORM 30 (REV.1-83) 0224-3(10-90)

PREVIOUS EDITION UNUSABLE Prescribed by GSA

Amendment 0002 7286573 Pavement Repairs Between B4034 B137 & B84

RFI Responses:

1. What is the anticipated start date for this project?

Response:

Submit proposals in accordance with RFP, Specifications, Drawings and all amendments.

2. Is a geo‐tech report available?

NOTE: NO GEOTECHNICAL STUDIES WERE PERFORMED AS A PART OF THIS DESIGN.

3. What is the depth of existing pavement to be removed in area 1?

****NOTE: NO CORES WERE PERFORMED AS A PART OF THIS DESIGN. CONTRACTOR SHOULD

ASSUME PAVEMENT IS LESS THAN 12” THICK****.

4. Plan sheets C‐101, C‐102, C‐103, C104, and C‐107. The given scales do not match given measurements on plan sheet. Please advise.

See Revised NAVFAC DWG No. 12908437, 12908438, and 12908443.

****NOTE: Scale on sheets C‐103, C‐104 are both 1” = 5’ as represented on the drawings. These have been printed and scaled and the scaling is correct. Scales have been corrected on sheets C‐ 102 and C‐102.****

5. Plan sheet C‐106 shows concrete control joints and isolation joints. Were these joints meant to be shown on the paving sheet instead of the demo sheet? Please advise.

See Revised NAVFAC DWG No. 12908442, and 12908443

6. Will water be available on site?

Amendment 0002 7286573 Pavement Repairs Between B4034 B137 & B84

7. There is a spec for Cast‐in‐Place Concrete (Div 03 30 00) which is typically a structural concrete specification. Please confirm this is the spec that is to be used for concrete paving.

8. Does the base have an area to dispose of uncontaminated soils?

****NOTE: Specifications direct contractor to remove all excavated materials from station.****

Subj: AMENDMENT TO WO 7286573, REPAIR PAVEMENT BETWEEN B4034 AND B137, AND

B84, MCAS CHERRY POINT NC

CONTINUATION SHEET

PROJECT TABLE OF CONTENTS

SECTION 00 01 15, LIST OF DRAWINGS is deleted and 00 01 15, LIST OF DRAWINGS, dated 07/26/2024 as shown in the footer, is added to the Project Table of Contents and accompanies this Amendment.

DOCUMENT 00 01 15

1.2 CONTRACT DRAWINGS

The following drawings are revised as of 07/26/2024:

NAVFAC DWG NO. TITLE

12908434 COVER SHEET, 07/26/2024

12908437 EXISTING CONDITIONS AREA 1 B4034 AND B137,

07/26/2024

12908438 DEMOLITOIN PLAN AREA 1 B4034 AND B137,

07/26/2024

12908442 DEMOLITOIN PLAN AREA 2 B84, 07/26/2024

12908443 PAVING PLAN AREA 2 B84, 07/26/2024

These drawings accompany this Amendment.

PAVEMENT REPAIRS BETWEEN B4034 AND B137, AND B84 7286573

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/24

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

DRAWING NO. NAVFAC DWG NO. REVISION

DATE

TITLE

G-001 12908434 001, 07/26/2024

COVER SHEET

G-002 12908435 GENERAL NOTES

C-100 12908436 GENERAL SITE MAP

C-101 12908437 001, 07/26/2024

EXISTING CONDITIONS AREA 1 B4034 AND

B137

C-102 12908438 001, 07/26/2024

DEMOLITION PLAN AREA 1 B4034 AND B137

C-103 12908439 GRADING PLAN AREA 1 B4034 AND B137

C-104 12908440 PAVING PLAN AREA 1 B4034 AND B137

C-105 12908441 EXISTING CONDITIONS AREA 2 B84

C-106 12908442 001, 07/26/2024

DEMOLITION PLAN AREA 2 B84

C-107 12908443 001, 07/26/2024

PAVING AREA 2 B84

C-200 12908444 DETAILS

DOCUMENT 00 01 15 Page 1 07/26/2024

PAVEMENT REPAIRS BETWEEN B4034 AND B137, AND B84 7286573

DRAWING NO. NAVFAC DWG NO. REVISION

DATE

TITLE

C-201 12908445 DETAILS

C-202 12908446 DETAILS

-- End of Document --

DOCUMENT 00 01 15 Page 2 07/26/2024

REPAIR PAVEMENT BETWEEN B4034 AND B137, AND B84

WO# 7286573

MARINE CORPS AIR STATION

CHERRY POINT, NORTH CAROLINA

CHERRY POINT AIR STATION MAP PROJECT LOCATION MAP

AutoCAD SHX Text CHE-3 N 423753.112' E 2630213.129' Elev.: 22.11' BM

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30"PINE

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15"PINE

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18"PINE

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MONUMENT

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PANEL

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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SHEET OF

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STA. PROJ. NO.

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FED NO.

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SCALE:

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DESIGN DIRECTOR

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PLAN

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AutoCAD SHX Text 22.91

AutoCAD SHX Text 22.89

AutoCAD SHX Text 23.14

AutoCAD SHX Text 23.19

AutoCAD SHX Text 23.00

AutoCAD SHX Text 22.91

AutoCAD SHX Text 22.85

AutoCAD SHX Text 22.86

AutoCAD SHX Text 22.91

AutoCAD SHX Text 22.94

AutoCAD SHX Text 22.85

AutoCAD SHX Text 23.10

AutoCAD SHX Text 19.44

AutoCAD SHX Text 18.78

AutoCAD SHX Text 19.30

AutoCAD SHX Text 17.04

AutoCAD SHX Text 17.33

AutoCAD SHX Text 22.96

AutoCAD SHX Text 23.18

AutoCAD SHX Text 23.25

AutoCAD SHX Text 23.42

AutoCAD SHX Text 23.08

AutoCAD SHX Text 23.09

AutoCAD SHX Text 23.11

AutoCAD SHX Text 22.78

AutoCAD SHX Text 22.70

AutoCAD SHX Text 22.61

AutoCAD SHX Text 22.74

AutoCAD SHX Text 22.53

AutoCAD SHX Text 22.66

AutoCAD SHX Text 22.83

AutoCAD SHX Text 22.88

AutoCAD SHX Text 22.96

AutoCAD SHX Text 22.861

AutoCAD SHX Text 22.73

AutoCAD SHX Text 22.79

AutoCAD SHX Text 22.74

AutoCAD SHX Text 22.84

AutoCAD SHX Text 22.97

AutoCAD SHX Text 23.22

AutoCAD SHX Text 23.02

AutoCAD SHX Text 23.05

AutoCAD SHX Text 22.37

AutoCAD SHX Text 22.58

AutoCAD SHX Text 22.95

AutoCAD SHX Text 22.75

AutoCAD SHX Text 23.92

AutoCAD SHX Text 23.55

AutoCAD SHX Text 23.88

AutoCAD SHX Text 23.55

AutoCAD SHX Text 24.27

AutoCAD SHX Text 23.95

AutoCAD SHX Text 24.27

AutoCAD SHX Text 24.65

AutoCAD SHX Text 23.54

AutoCAD SHX Text 19.98

AutoCAD SHX Text 17.19

AutoCAD SHX Text 20.97

AutoCAD SHX Text 21.89

AutoCAD SHX Text 23.01

AutoCAD SHX Text 22.22

AutoCAD SHX Text 22.93

AutoCAD SHX Text 22.83

AutoCAD SHX Text 22.67

AutoCAD SHX Text 22.62

AutoCAD SHX Text 22.95

AutoCAD SHX Text 22.78

AutoCAD SHX Text 22.01

AutoCAD SHX Text 23.11

AutoCAD SHX Text 20.98

AutoCAD SHX Text 21.87

AutoCAD SHX Text 23.77

AutoCAD SHX Text 24.53

AutoCAD SHX Text 22.87

AutoCAD SHX Text 22.84

AutoCAD SHX Text 22.96

AutoCAD SHX Text 22.84

AutoCAD SHX Text 22.76

AutoCAD SHX Text 22.91

AutoCAD SHX Text

AutoCAD SHX Text 17.9890

AutoCAD SHX Text 19.966

AutoCAD SHX Text 20.024

AutoCAD SHX Text 19.888

AutoCAD SHX Text 19.875

AutoCAD SHX Text 21.0320

AutoCAD SHX Text 20.3210

AutoCAD SHX Text 18.1370

AutoCAD SHX Text 22.46

AutoCAD SHX Text 22.09

AutoCAD SHX Text 20.4780

AutoCAD SHX Text 18.45

AutoCAD SHX Text 21.9340

AutoCAD SHX Text 22.6270

AutoCAD SHX Text

MADISON DRIVE

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B496 - HOUSING OFFICE

AutoCAD SHX Text 24.264

AutoCAD SHX Text Single Story Storage BLDG

AutoCAD SHX Text Canopy Covered Sand Box

AutoCAD SHX Text Single Story Storage BLDG

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BLDG 4859

AutoCAD SHX Text 12-90 HOR N 428273.361' E 2639841.864' Elev.: 20.60' BM

AutoCAD SHX Text CHE-3 N 423753.112' E 2630213.129' Elev.: 22.11' BM

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CONCRETE WAREHOUSE ACCESS RAMP

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HVAC

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CONCRETE STOOP

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HVAC

AutoCAD SHX Text 3rd AVE

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B4295 PARKING LOT

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PARKING LOT CONNECTOR RD

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STORMWATER MGMT POND - 2 BAY

AutoCAD SHX Text B4859

AutoCAD SHX Text B4629

AutoCAD SHX Text B4298

AutoCAD SHX Text 2624706.709,430524.584

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MCCS

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GCR

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MCCS

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GCR

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GCR

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MCCS

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GCR

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MCCS

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GCR

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MCCS

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GCR

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GCR

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GCR

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MCCS

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MCCS

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GCR

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GCR

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GCR

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GCR

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GCR

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GCR

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MCCS

AutoCAD SHX Text 2624706.709,430524.584

AutoCAD SHX Text 2620667.595,430953.35

AutoCAD SHX Text 2624698.312,430570.211

AutoCAD SHX Text 2622724.42,429279.449

AutoCAD SHX Text 2622800.339,429269.364

AutoCAD SHX Text 2626906.251,431020.037

AutoCAD SHX Text 2625607.567,431637.651

AutoCAD SHX Text 2626379.51,431300.936

AutoCAD SHX Text 2626981.645,431023.064

AutoCAD SHX Text 2626690.937,431149.283

AutoCAD SHX Text 2639363.59,440073.221

AutoCAD SHX Text 2641669.359,440622.228

AutoCAD SHX Text 2639363.591,440073.221

AutoCAD SHX Text 2635332.066,440147.647

AutoCAD SHX Text 2641020.002,440931.032

AutoCAD SHX Text 2638541.103,440686.975

AutoCAD SHX Text 2639398.053,440196.086

AutoCAD SHX Text 2636996.88,440142.299

AutoCAD SHX Text 2639416.025,440157.409

AutoCAD SHX Text 2639341.288,440137.988

AutoCAD SHX Text 2639295.53,440132.869

AutoCAD SHX Text 2627701.001,427417.447

AutoCAD SHX Text 2626987.819,430951.083

AutoCAD SHX Text 2639304.574,440152.931

AutoCAD SHX Text 2635124.911,440073.659

AutoCAD SHX Text 2628072.57,430837.053

AutoCAD SHX Text 2626906.251,431020.037

AutoCAD SHX Text 2628588.574,432131.659

AutoCAD SHX Text 2628592.757,432190.925

AutoCAD SHX Text 2629043.331,433479.622

AutoCAD SHX Text 2629055.126,433512.927

AutoCAD SHX Text 2630491.907,437467.807

AutoCAD SHX Text 2630906.145,438026.179

AutoCAD SHX Text 2630917.94,438059.486

AutoCAD SHX Text 2631641.225,438607.288

AutoCAD SHX Text 2631676.49,438628.403

AutoCAD SHX Text 2633260.525,439407.781

AutoCAD SHX Text 2633296.055,439422.341

AutoCAD SHX Text 2635298.512,440083.919

AutoCAD SHX Text 2635337.056,440105.167

AutoCAD SHX Text 2636968.696,440108.334

AutoCAD SHX Text 2637004.095,440126.172

AutoCAD SHX Text 2639357.679,440138.646

AutoCAD SHX Text 2641682.075,440632.589

AutoCAD SHX Text 2639561.322,440054.899

AutoCAD SHX Text 2637966.103,437919.085

AutoCAD SHX Text 2639330.942,440068.624

AutoCAD SHX Text 2637000.159,440142.432

AutoCAD SHX Text 2635335.608,440141.221

AutoCAD SHX Text 2633288.578,439445.024

AutoCAD SHX Text 2631652.361,438656.983

AutoCAD SHX Text 2630463.183,437529.037

AutoCAD SHX Text 2622708.164,429275.512

AutoCAD SHX Text 2620705.102,430918.74

AutoCAD SHX Text 2624704.604,430577.03

AutoCAD SHX Text 2631857.819,433215.096

AutoCAD SHX Text 2633011.125,433274.552

AutoCAD SHX Text 2635902.019,433315.149

AutoCAD SHX Text 2629380.466,434077.576

AutoCAD SHX Text 2635881.694,433330.75

AutoCAD SHX Text 2637271.318,437070.36

AutoCAD SHX Text 2635990.451,432176.135

AutoCAD SHX Text 2635964.564,433311.095

AutoCAD SHX Text 2637237.5,437013.189

AutoCAD SHX Text 2637239.593,437042.821

AutoCAD SHX Text 2639495.499,440058.82

AutoCAD SHX Text 2639581.254,440049.132

AutoCAD SHX Text 2625698.016,433391.227

AutoCAD SHX Text 2630483.64,437510.159

AutoCAD SHX Text 2631645.672,438659.997

AutoCAD SHX Text 2633284.379,439467.835

AutoCAD SHX Text 2639325.955,440846.556

AutoCAD SHX Text 2640018.892,441005.723

AutoCAD SHX Text 2630493.342,437513.834

AutoCAD SHX Text C-100

AutoCAD SHX Text

GENERAL SITE MAP

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AREA 1

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AREA 2

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PROJECT LOCATION

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NOTED CHANGED SHEETS

AutoCAD SHX Text 7/26/24

AutoCAD SHX Text dtm

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EXISTING CONDITONS SITE PLAN

PS 3981

AutoCAD SHX Text B137

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STEAM VAULT

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STEAM VAULT

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STEAM VAULT

AutoCAD SHX Text T

AutoCAD SHX Text

MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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SHEET OF

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NAVFAC DRAWING NO.

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STA. PROJ. NO.

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FED NO.

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CODE ID. NO. 80091 SIZE ANSI-D

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SCALE:

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DESIGN DIRECTOR

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FIRE PROTECTION

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PROJECT MANAGER

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DATE

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DESIGN

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REVIEW

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DRAWN

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EFD

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DESIGNED & ENGINEERED BY:

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APPROVED

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ACTIVITY - SATISFACTORY TO

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FOR EFD FOR COMMANDER NAVFAC

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DATE

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APPROVED

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SEAL

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SYM.

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DESCRIPTION

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DATE

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APPR

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FACILITIES ENGINEERING

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AS SHOWN

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CIVIL

AutoCAD SHX Text C-101

AutoCAD SHX Text

AutoCAD SHX Text 12908437

AutoCAD SHX Text 7286573

AutoCAD SHX Text

REPAIR PAVEMENT BETWEEN B4034

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AND B137, AND B84

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EXISTING CONDITIONS AREA 1 B4034 & B137

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DTM

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DTM

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MDS

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AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text

NC GRID (NAD 2007) VERTICAL DATUM: NAVD 1988

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SCALE: 1" = 5'

AutoCAD SHX Text NOTES: 1. CONTRACTOR SHALL PROTECT EXISTING PAVEMENT FROM HARM FOR DURATION OF CONTRACTOR SHALL PROTECT EXISTING PAVEMENT FROM HARM FOR DURATION OF CONSTRUCTION ACTIVITIES. 2. CONTRACTOR SHALL RELOCATE ROLL OFF DUMPSTERS TO A LOCATION ADJACENT TO B137 AT CONTRACTOR SHALL RELOCATE ROLL OFF DUMPSTERS TO A LOCATION ADJACENT TO B137 AT THE DIRECTION OF THE CONTRACTING OFFICER AND IN COORDINATION WITH FRCE OPERATIONS. 3. CONTRACTOR SHALL RELOCATE DUMPSTER TO A LOCATION ADJACENT TO B137 AT THE CONTRACTOR SHALL RELOCATE DUMPSTER TO A LOCATION ADJACENT TO B137 AT THE DIRECTION OF THE CONTRACTING OFFICERAND IN COORDINATE WITH FRCE OPERATIONS.

AutoCAD SHX Text 7/26/24

AutoCAD SHX Text dtm

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EXISTING CONCRETE PAVEMENT

AutoCAD SHX Text

EXISTING ASPHALT PAVEMENT

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STEEL STAIRCASE

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SANITARY PUMP STATION TO BE PROTECTED

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BOLLARD TO BE PROTECTED

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EXPOSED CONCRETE COLUMNS

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CONCRETE STEAM VAULT

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EMPTY CONCRETE VAULT

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TEL-COM MANHOLE COVER

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DRAINAGE INLET AND STRUCTURE

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CONCRETE STEAM VAULT

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EXISTING HAND FORMED CONCRETE CHANNEL

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DUMPSTERS TO BE RELOCATED BY STATION

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PORTIONS OF ASPHALT PAVEMENT OVERLAYS CONCRETE PAVEMENT

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FINAL DESIGN 06/20/2024

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LOCAL BENCHMARK, PK NAIL

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SCALE CHANGE

DEMOLITION PLAN

B137

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STEAM VAULT

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STEAM VAULT

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STEAM VAULT

AutoCAD SHX Text T

AutoCAD SHX Text

MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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SHEET OF

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NAVFAC DRAWING NO.

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STA. PROJ. NO.

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FED NO.

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CODE ID. NO. 80091 SIZE ANSI-D

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SCALE:

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DESIGN DIRECTOR

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FIRE PROTECTION

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PROJECT MANAGER

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DATE

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DESIGN

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REVIEW

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DRAWN

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EFD

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DESIGNED & ENGINEERED BY:

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APPROVED

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ACTIVITY - SATISFACTORY TO

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FOR EFD FOR COMMANDER NAVFAC

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DATE

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APPROVED

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SEAL

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SYM.

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DESCRIPTION

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DATE

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APPR

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FACILITIES ENGINEERING

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AS SHOWN

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CIVIL

AutoCAD SHX Text C-102

AutoCAD SHX Text

AutoCAD SHX Text 12908438

AutoCAD SHX Text 7286573

AutoCAD SHX Text

REPAIR PAVEMENT BETWEEN B4034

AutoCAD SHX Text

AND B137, AND B84

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DEMOLITION PLAN AREA 1 B4034 & B137

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DTM

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DTM

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MDS

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AutoCAD SHX Text D

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AutoCAD SHX Text A

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AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text 24" x 36" CI FRAME

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NC GRID (NAD 2007) VERTICAL DATUM: NAVD 1988

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SCALE: 1" = 5'

AutoCAD SHX Text AREA TO BE DEMO'D AND PREPARED FOR GEO-GRID AND AGGREGATE BASE COURSE PLACEMENT DURING CONSTRUCTION. AREA IS REPRESENTATIVE, ACTUAL DEMO AREA MAY VARY SLIGHTLY.

AutoCAD SHX Text

LEGEND::

AutoCAD SHX Text

FULL DEPTH SAWCUT PERIMETER OF THE PAVEMENT REPLACEMENT AREA.

AutoCAD SHX Text REMOVE EXISTING ASPHALT AND CONCRETE PAVEMENT AND DISPOSE OF OFFSITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS.

AutoCAD SHX Text

KEYED NOTES:

AutoCAD SHX Text PROTECT EXISTING PAVEMENT DURING CONSTRUCTION. DAMAGE TO EXISTING SURFACE WILL REQUIRE REPAIR; MAGNITUDE OF REPAIR DEPENDENT ON DAMAGE.

AutoCAD SHX Text

LAYOUT COORDINATES

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POINT

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LOCAL Y

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LOCAL X

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NOTES

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TBM, PK NAIL

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AutoCAD SHX Text 7.46

AutoCAD SHX Text -44.50

AutoCAD SHX Text

AutoCAD SHX Text -7.11

AutoCAD SHX Text -59.11

AutoCAD SHX Text

AutoCAD SHX Text -19.94

AutoCAD SHX Text -58.58

AutoCAD SHX Text

AutoCAD SHX Text -21.13

AutoCAD SHX Text -71.16

AutoCAD SHX Text

AutoCAD SHX Text -23.54

AutoCAD SHX Text -72.14

AutoCAD SHX Text

AutoCAD SHX Text -27.61

AutoCAD SHX Text -75.84

AutoCAD SHX Text

AutoCAD SHX Text -43.64

AutoCAD SHX Text -63.17

AutoCAD SHX Text

AutoCAD SHX Text -56.27

AutoCAD SHX Text -22.79

AutoCAD SHX Text

AutoCAD SHX Text -50.76

AutoCAD SHX Text -17.03

AutoCAD SHX Text

AutoCAD SHX Text -50.04

AutoCAD SHX Text -17.85

AutoCAD SHX Text

AutoCAD SHX Text -47.08

AutoCAD SHX Text -14.91

AutoCAD SHX Text

AutoCAD SHX Text -38.06

AutoCAD SHX Text -6.90

AutoCAD SHX Text

AutoCAD SHX Text -36.02

AutoCAD SHX Text -7.881

AutoCAD SHX Text

AutoCAD SHX Text -22.02

AutoCAD SHX Text 6.67

AutoCAD SHX Text

AutoCAD SHX Text -20.56

AutoCAD SHX Text 4.85

AutoCAD SHX Text

AutoCAD SHX Text -30.74

AutoCAD SHX Text -6.09

AutoCAD SHX Text

AutoCAD SHX Text -17.89

AutoCAD SHX Text -19.11

AutoCAD SHX Text

AutoCAD SHX Text -4.85

AutoCAD SHX Text -32.30

AutoCAD SHX Text

PROTECT EXISTING MANHOLE AND FRAME/GRATE

AutoCAD SHX Text

LIMIT OF SITE IMPACT, PHASE ONE

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PHASE ONE DEMO LIMITS

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PHASE TWO DEMO LIMITS

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LIMIT OF DEMOLITION, PHASE ONE

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LIMIT OF CONSTRUCTION PHASE ONE

AutoCAD SHX Text

FINAL DESIGN 06/20/2024

AutoCAD SHX Text 24.7'

AutoCAD SHX Text 143.2'

AutoCAD SHX Text 154.7'

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text

SCALE CHANGE

AutoCAD SHX Text 7/26/24

AutoCAD SHX Text dtm

DEMOLITION PLAN

B84

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OUT BUILDING

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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SHEET OF

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NAVFAC DRAWING NO.

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STA. PROJ. NO.

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FED NO.

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CODE ID. NO. 80091 SIZE ANSI-D

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SCALE:

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DESIGN DIRECTOR

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FIRE PROTECTION

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PROJECT MANAGER

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DATE

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DESIGN

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REVIEW

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DRAWN

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EFD

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DESIGNED & ENGINEERED BY:

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APPROVED

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ACTIVITY - SATISFACTORY TO

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FOR EFD FOR COMMANDER NAVFAC

AutoCAD SHX Text

DATE

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APPROVED

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

SYM.

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DESCRIPTION

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DATE

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APPR

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FACILITIES ENGINEERING

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AS SHOWN

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CIVIL

AutoCAD SHX Text C-106

AutoCAD SHX Text

AutoCAD SHX Text 12908442

AutoCAD SHX Text 7286573

AutoCAD SHX Text

REPAIR PAVEMENT BETWEEN B4034

AutoCAD SHX Text

AND B137, AND B84

AutoCAD SHX Text

DEMOLITION PLAN AREA 2 B84

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DTM

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DTM

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MDS

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AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text

SCALE: 1" = 5'

AutoCAD SHX Text AREA TO BE DEMO'D AND PREPARED FOR GEO-GRID AND AGGREGATE BASE COURSE PLACEMENT DURING CONSTRUCTION. AREA IS REPRESENTATIVE, AND COORDINATE ARE APPROXIMATE, ACTUAL DEMO AREA MAY VARY SLIGHTLY.

AutoCAD SHX Text

LEGEND::

AutoCAD SHX Text

FULL DEPTH SAWCUT PERIMETER OF THE PAVEMENT REPLACEMENT AREA.

AutoCAD SHX Text REMOVE EXISTING CONCRETE PAVEMENT AND DISPOSE OF OFFSITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. APPROXIMATELY ~745 SF OF CONCRETE PAVEMENT, ~ 6" THICK

AutoCAD SHX Text

KEYED NOTES:

AutoCAD SHX Text PROTECT SURROUNDING EXISTING PAVEMENT DURING CONSTRUCTION. DAMAGE TO EXISTING SURFACE WILL REQUIRE REPAIR; MAGNITUDE OF REPAIR DEPENDENT ON DAMAGE.

AutoCAD SHX Text

LAYOUT COORDINATES

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POINT

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LOCAL Y

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LOCAL X

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NOTES

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TBM, CENTER MH

AutoCAD SHX Text

AutoCAD SHX Text -3.16

AutoCAD SHX Text -3.76

AutoCAD SHX Text

AutoCAD SHX Text -18.92

AutoCAD SHX Text -20.20

AutoCAD SHX Text

AutoCAD SHX Text -39.29

AutoCAD SHX Text -0.13

AutoCAD SHX Text

AutoCAD SHX Text -19.63

AutoCAD SHX Text 19.66

AutoCAD SHX Text

AutoCAD SHX Text -10.56

AutoCAD SHX Text 9.98

AutoCAD SHX Text

AutoCAD SHX Text -13.40

AutoCAD SHX Text 7.20

AutoCAD SHX Text

AutoCAD SHX Text 28'-9"

AutoCAD SHX Text 13'-3"

AutoCAD SHX Text 22'-9"

AutoCAD SHX Text 15'

AutoCAD SHX Text 4.0

AutoCAD SHX Text

AutoCAD SHX Text 28'-1"

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"A" STREET

AutoCAD SHX Text NOTES: 1. CONTRACTOR SHALL COMPACT EXISTING SUBGRADE, PROVIDE IMPORTED ABC (AGGREGATE BASE COURSE) CONTRACTOR SHALL COMPACT EXISTING SUBGRADE, PROVIDE IMPORTED ABC (AGGREGATE BASE COURSE) AS NECESSARY TO PROVIDE APPROPRIATE GRADE AND ELEVATION NECESSARY TO CONSTRUCTION PROPOSED 6" CONCRETE PAVEMENT SECTION. 2. GRID COORDINATES IN THE TABLE ABOVE YIELD APPROXIMATE LIMITS OF DEMOLITION. GRID COORDINATES IN THE TABLE ABOVE YIELD APPROXIMATE LIMITS OF DEMOLITION. 3. THERE IS AN EXISTING SUBSIDENCE PROXIMATE THE 18"-24" RCP DRAINAGE LINE. CONTRACTOR SHALL THERE IS AN EXISTING SUBSIDENCE PROXIMATE THE 18"-24" RCP DRAINAGE LINE. CONTRACTOR SHALL BASE PROPOSAL ON SUBSIDENCE BEING CAUSED BY SETTLEMENT. COMPACT AND ADJUST SUBGRADE ACCORDINGLY TO ACCOMMODATE NEW PAVEMENT. SHOULD IT BE DETERMINED THAT THE SUBSIDENCE IS THE RESULT OF SOME OTHER IDENTIFIABLE AND REPAIRABLE CONDITION IT SHALL BE HANDLED AS AN UNFORESEEN CONDITION AND REPAIRED IN ACCORDANCE WITH APPROPRIATE CONTRACT MECHANISMS.

AutoCAD SHX Text 13'-3"

AutoCAD SHX Text 15'-3"

AutoCAD SHX Text 11'-2"

AutoCAD SHX Text 12'-3"

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FINAL DESIGN 06/20/2024

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AutoCAD SHX Text Removed concrete jointing lines

AutoCAD SHX Text 7/26/24

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CONCRETE PAVING PLAN

B84

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OUT BUILDING

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"A" STREET

AutoCAD SHX Text NOTES: 1. GRADING SHALL BE ADDRESSED ON SITE BY THE CONTRACTOR. ALLOW FOR 1% POSITIVE GRADING SHALL BE ADDRESSED ON SITE BY THE CONTRACTOR. ALLOW FOR 1% POSITIVE DRAINAGE AWAY FROM BUILDING WHERE POSSIBLE. WHEN CONNECTING TO ADJACENT SLABS, THE EXISTING ELEVATIONS GOVERN. INTENT IS TO GRADE TO DRAIN WHILE HITTING EXISTING GRADE CONSTRAINTS. 2. CONTROL JOINT LAYOUT IS APPROXIMATE, CONTRACTOR TO CONFIRM LAYOUT PRIOR TO SAWING CONTROL JOINT LAYOUT IS APPROXIMATE, CONTRACTOR TO CONFIRM LAYOUT PRIOR TO SAWING JOINTS WITH ENGINEER POST PAVING.

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PROPOSED CONCRETE PAVEMENT

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LEGEND::

AutoCAD SHX Text NEW CONCRETE PAVEMENT: PROVIDE NON WOVEN SEPARATION FABRIC, TRIAXIAL GEO-GRID, 8" OF NCDOT ABC, AND CONCRETE AS SHOWN ON DETAIL A SHEET C-201.

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KEYED NOTES:

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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SHEET OF

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NAVFAC DRAWING NO.

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STA. PROJ. NO.

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FED NO.

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CODE ID. NO. 80091 SIZE ANSI-D

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SCALE:

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DESIGN DIRECTOR

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FIRE PROTECTION

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PROJECT MANAGER

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DATE

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DESIGN

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REVIEW

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DRAWN

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EFD

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DESIGNED & ENGINEERED BY:

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APPROVED

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ACTIVITY - SATISFACTORY TO

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FOR EFD FOR COMMANDER NAVFAC

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DATE

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APPROVED

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SEAL

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SYM.

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DESCRIPTION

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DATE

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APPR

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FACILITIES ENGINEERING

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AS SHOWN

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CIVIL

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AutoCAD SHX Text 12908443

AutoCAD SHX Text 7286573

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REPAIR PAVEMENT BETWEEN B4034

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AND B137, AND B84

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PAVING PLAN AREA 2 B84

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DTM

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DTM

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MDS

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AutoCAD SHX Text D

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AutoCAD SHX Text A

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AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

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NC GRID (NAD 2007) VERTICAL DATUM: NAVD 1988

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SCALE: 1" = 4'

AutoCAD SHX Text 22'-9"

AutoCAD SHX Text 15'

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AutoCAD SHX Text 13'-3"

AutoCAD SHX Text 27'-11"

AutoCAD SHX Text 28'-9"

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FINAL DESIGN 06/20/2024

AutoCAD SHX Text 12'-1"

AutoCAD SHX Text 11'-4"

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AutoCAD SHX Text Added concrete jointing lines/note

AutoCAD SHX Text 7/26/24

AutoCAD SHX Text dtm

12908434.pdf

Sheets and Views

G-001

12908437.pdf

Sheets and Views

C-101

12908443.pdf

Sheets and Views

C-107

12908442.pdf

Sheets and Views

C-106

12908438.pdf

Sheets and Views

C-102

File details come from the government source that posted it. Updated Jul 29, 2024.