7350315 DrawingsAsOne SIGNED.pdf

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Provide Sidewalk Ramps, Building 1
Solicitation number
N400857350315
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Written by GovTribe AI ·

The file contains engineering drawings for a sidewalk ramps project at Marine Corps Air Station Cherry Point in North Carolina, Work Order #7350315, with a final submittal date of 1/15/2025. The project documents include detailed site plans, existing conditions, demolition plans, new work specifications, and technical details for concrete sidewalks, curbs, gutters, and handicapped ramps.

Key technical details include removing existing curbs and gutters, constructing new concrete sidewalks with aggregate base course, installing premodeled expansion joints, and creating temporary handicapped parking spaces during construction. The drawings specify precise measurements for sidewalk dimensions, slopes, and construction techniques, with specific attention to accessibility requirements. The project is located in the B1 area of the Marine Corps Air Station and involves comprehensive site improvements to enhance pedestrian infrastructure.

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7350315 RFP.pdf PDF
7350315 SpecsAsOne SIGNED.pdf PDF

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PROVIDE SIDEWALK RAMPS, B1

MARINE CORPS AIR STATION

CHERRY POINT, NORTH CAROLINA

INDEX OF DRAWINGS

CHERRY POINT AIR STATION MAP

PROJECT

LOCATION

MCAS CHERRY POINT

WO# 7350315

3/3/2025

AutoCAD SHX Text _C-501

AutoCAD SHX Text B5

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NC GRID (NAD 2007) VERTICAL DATUM: NAVD 1988

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2ND AVENUE

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CONCRETE DRIVE

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CONCRETE DRIVE

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CONCRETE DRIVE

AutoCAD SHX Text

ASPHALT PARKING LOT

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text 18'

AutoCAD SHX Text 4.5'

AutoCAD SHX Text 24'

AutoCAD SHX Text 18'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text 9'

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TYP

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

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9' TYP

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4 SPACES

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10 SPACES

AutoCAD SHX Text 20'

AutoCAD SHX Text 8'

AutoCAD SHX Text B1

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FF 22.20

AutoCAD SHX Text R=25'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4.5'

AutoCAD SHX Text 15.33'

AutoCAD SHX Text 36.67'

AutoCAD SHX Text R=25'

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(TYP)

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REVERSE GUTTER PAN

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REVERSE GUTTER PAN

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REVERSE GUTTER PAN

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R6-1 "ONE WAY" SIGN

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R6-1 "ONE WAY" SIGN

AutoCAD SHX Text 6'

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R=25' (TYP)

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CONCRETE PARKING BLOCK (TYP)

AutoCAD SHX Text 16.0'

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GEN PAD

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AutoCAD SHX Text C

AutoCAD SHX Text N44%%d16'34"E ALONG COLUMN LINE C

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RADIUS POINT N 424,940.16 E 2,629,437.39

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FACE CURB PT N 424,518.5 E 2,629,185.2

AutoCAD SHX Text FACE CURB CURVE DATA DELTA=53^23'48" R=220.00' T=110.64' L=205.03' PI COORDINATE N 424,627.70 E 2,629,167.64

AutoCAD SHX Text

FACE CURB PT

AutoCAD SHX Text N 424,922.70

AutoCAD SHX Text E 2,629,455.29

AutoCAD SHX Text

FACE CURB PC N 424,958.1 E 2,629,454.9

AutoCAD SHX Text 40'

AutoCAD SHX Text 12'

AutoCAD SHX Text 14.5'

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REMOVABLE BOLLARD

AutoCAD SHX Text 4'

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HC RAMP CG-12 WITHOUT FLARED SIDES (TYP OF 2)

AutoCAD SHX Text N 424,660.45

AutoCAD SHX Text E 2,629,257.74

AutoCAD SHX Text N 424,617.05

AutoCAD SHX Text E 2,629,234.05

AutoCAD SHX Text R=3'

AutoCAD SHX Text R=10'

AutoCAD SHX Text N 424,741.36

AutoCAD SHX Text E 2,629,334.33

AutoCAD SHX Text N 424,832.49

AutoCAD SHX Text E 2,629,423.19

AutoCAD SHX Text R=10'

AutoCAD SHX Text R=3'

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SCREEN WALL (SEE ARCH.)

AutoCAD SHX Text

"DO NOT ENTER" SIGN (TYP OF 2)

AutoCAD SHX Text 6'x8' CONCRETE PAD

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VEHICLE SECURITY GATE. SEE SHEET A-414

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

AutoCAD SHX Text 4'

AutoCAD SHX Text 26'

AutoCAD SHX Text 6'

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PEDESTRIAN BRIDGE

AutoCAD SHX Text 9'

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CEREMONIAL PLAZA

AutoCAD SHX Text N 424,713.23 E 2,629,278.97

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HC RAMP CG-12 W/O FLARED SIDES (TYP OF 2)

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VEHICLE SECURITY GATE. SEE SHEET A-414

AutoCAD SHX Text 12'

AutoCAD SHX Text R=40'

AutoCAD SHX Text 38'

AutoCAD SHX Text 8.33'

AutoCAD SHX Text 8'

AutoCAD SHX Text 7'

AutoCAD SHX Text 2'

AutoCAD SHX Text 8'

AutoCAD SHX Text 8'

AutoCAD SHX Text R=40'

AutoCAD SHX Text 10'

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FLAG POLE

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24" RCP

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RCP

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6" PVC

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6" PVC

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2' WIDE GRASS PAVER ON EACH SIDE

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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GRASS PAVERS

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UE

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UE

AutoCAD SHX Text FIRE HYD 6" GV 8"x6"TEE

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UE

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UE

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CL

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CURB

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CL

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CL

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CURB

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CL

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CL

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HUB

AutoCAD SHX Text Sidewalk

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CNR SDBX

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CNR SDBX

AutoCAD SHX Text Sidewalk

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0 CL RD

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0 CL RD

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0 CL RD

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0 PATH

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0 PATH

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0 PATH @ STN

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0 PATH

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0 PATH

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0 PATH

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0 PATH

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0 PATH

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0 PATH

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0 35 MPH

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0 WV

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0 BLRD

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0 LP PAD

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0 CONC APRN

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0 DR

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0 DR

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0 DS 10" OS

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0 COR BLDC

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AutoCAD SHX Text 22.78

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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 23.02

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

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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

AutoCAD SHX Text

B496 - HOUSING OFFICE

AutoCAD SHX Text 24.264

AutoCAD SHX Text 24.450

AutoCAD SHX Text Single Story Storage BLDG

AutoCAD SHX Text Canopy Covered Sand Box

AutoCAD SHX Text Single Story Storage BLDG

AutoCAD SHX Text

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

AutoCAD SHX Text 25.0'

AutoCAD SHX Text 25.0'

AutoCAD SHX Text 25.0'

AutoCAD SHX Text 24.0'

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AutoCAD SHX Text 24.5'

AutoCAD SHX Text 24.5'

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AutoCAD SHX Text 23.5'

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AutoCAD SHX Text 22.5'

AutoCAD SHX Text 22.5'

AutoCAD SHX Text 22.5'

AutoCAD SHX Text 23.5'

AutoCAD SHX Text 24.5'

AutoCAD SHX Text 23.0'

AutoCAD SHX Text 23.0'

AutoCAD SHX Text 24.5'

AutoCAD SHX Text 24.5'

AutoCAD SHX Text 25.0'

AutoCAD SHX Text 25.5'

AutoCAD SHX Text 23.5'

AutoCAD SHX Text 22.0'

AutoCAD SHX Text 22.0'

AutoCAD SHX Text 24.0'

AutoCAD SHX Text 26.0'

AutoCAD SHX Text 25.5'

AutoCAD SHX Text

CONCRETE WAREHOUSE ACCESS RAMP

AutoCAD SHX Text

HVAC

AutoCAD SHX Text

CONCRETE STOOP

AutoCAD SHX Text

HVAC

AutoCAD SHX Text 23.5'

AutoCAD SHX Text 23.5'

AutoCAD SHX Text 23.5'

AutoCAD SHX Text 23.5'

AutoCAD SHX Text 24.5'

AutoCAD SHX Text 23.5'

AutoCAD SHX Text 23.5'

AutoCAD SHX Text 23.5'

AutoCAD SHX Text 23.5'

AutoCAD SHX Text 25.0'

AutoCAD SHX Text 24.0'

AutoCAD SHX Text 24.0'

AutoCAD SHX Text 24.0'

AutoCAD SHX Text 25.0'

AutoCAD SHX Text 24.0'

AutoCAD SHX Text 23.0'

AutoCAD SHX Text 23.5'

AutoCAD SHX Text

MATCH EXISTING AT ROADWAY EOP

AutoCAD SHX Text 3rd AVE

AutoCAD SHX Text

B4295 PARKING LOT

AutoCAD SHX Text

PARKING LOT CONNECTOR RD

AutoCAD SHX Text

STORMWATER MGMT POND - 2 BAY

AutoCAD SHX Text

LANE 1

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LANE 3

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LANE 2

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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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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MCCS

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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

AutoCAD SHX Text

CORNER SIDEWALK

AutoCAD SHX Text

CORNER SIDEWALK

AutoCAD SHX Text

SIDEWALK EDGE

AutoCAD SHX Text

SIDEWALK EDGE

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SIDEWALK EDGE

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SIDEWALK EDGE

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SIDEWALK EDGE

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SIDEWALK EDGE

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SIDEWALK EDGE

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SIDEWALK EDGE

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SIDEWALK EDGE

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EOC HS 1

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EOC HS 1

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HC STRIPING

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HC STRIPING

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HC STRIPING

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HC STRIPING

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HC STRIPING

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HC STRIPING

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SIDEWALK DEMO

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SIDEWALK DEMO

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ST SWR MH

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CURB GUTR REMOVE

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CURB GUTR REMOVE

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STORM INLET

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STORM INLET

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FP BOULDERS

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FP BOULDERS

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VAN HC SIGN

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VAN HC SIGN

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LIGHT POLE FRONT FDTN

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LIGHT POLE FRONT FDTN

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SIDEWALK

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SIDEWALK

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SIDEWALK

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TEMP HC PARKING

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TEMP HC PARKING

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TEMP HC PARKING

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TEMP HC PARKING

AutoCAD SHX Text 10.738

AutoCAD SHX Text 21.944

AutoCAD SHX Text 21.132

AutoCAD SHX Text 21.235

AutoCAD SHX Text 21.206

AutoCAD SHX Text 21.089

AutoCAD SHX Text 20.914

AutoCAD SHX Text 21.076

AutoCAD SHX Text 21.057

AutoCAD SHX Text 21.162

AutoCAD SHX Text 20.878

AutoCAD SHX Text 20.951

AutoCAD SHX Text 21.046

AutoCAD SHX Text 21.323

AutoCAD SHX Text 21.081

AutoCAD SHX Text 20.818

AutoCAD SHX Text 20.846

AutoCAD SHX Text 21.03

AutoCAD SHX Text 21.217

AutoCAD SHX Text 21.244

AutoCAD SHX Text 21.269

AutoCAD SHX Text 21.373

AutoCAD SHX Text 21.473

AutoCAD SHX Text 21.395

AutoCAD SHX Text 21.027

AutoCAD SHX Text 21.054

AutoCAD SHX Text 21.084

AutoCAD SHX Text 21.012

AutoCAD SHX Text 20.942

AutoCAD SHX Text 20.893

AutoCAD SHX Text 21.333

AutoCAD SHX Text 21.224

AutoCAD SHX Text 21.399

AutoCAD SHX Text 21.281

AutoCAD SHX Text 21.39

AutoCAD SHX Text 21.469

AutoCAD SHX Text 21.517

AutoCAD SHX Text 21.435

AutoCAD SHX Text 21.478

AutoCAD SHX Text 21.524

AutoCAD SHX Text 21.582

AutoCAD SHX Text 21.492

AutoCAD SHX Text 21.51

AutoCAD SHX Text 21.546

AutoCAD SHX Text 21.682

AutoCAD SHX Text 21.587

AutoCAD SHX Text 21.522

AutoCAD SHX Text 21.17

AutoCAD SHX Text 21.072

AutoCAD SHX Text 21.543

AutoCAD SHX Text 21.458

AutoCAD SHX Text 21.043

AutoCAD SHX Text 21.311

AutoCAD SHX Text 20.865

AutoCAD SHX Text 20.753

AutoCAD SHX Text 21.236

AutoCAD SHX Text 20.684

AutoCAD SHX Text 20.749

AutoCAD SHX Text 20.982

AutoCAD SHX Text 20.949

AutoCAD SHX Text 21.049

AutoCAD SHX Text 20.961

AutoCAD SHX Text 21.199

AutoCAD SHX Text 21.183

AutoCAD SHX Text 21.205

AutoCAD SHX Text 21.25

AutoCAD SHX Text 21.297

AutoCAD SHX Text 21.281

AutoCAD SHX Text 21.17

AutoCAD SHX Text 21.231

AutoCAD SHX Text 21.402

AutoCAD SHX Text 21.293

AutoCAD SHX Text 21.267

AutoCAD SHX Text 21.29

AutoCAD SHX Text 21.14

AutoCAD SHX Text 21.144

AutoCAD SHX Text 21.663

AutoCAD SHX Text 21.913

AutoCAD SHX Text 21.564

AutoCAD SHX Text 21.502

AutoCAD SHX Text 21.488

AutoCAD SHX Text 21.397

AutoCAD SHX Text 21.445

AutoCAD SHX Text 21.491

AutoCAD SHX Text 21.678

AutoCAD SHX Text 21.884

AutoCAD SHX Text 22.026

AutoCAD SHX Text 21.941

AutoCAD SHX Text

1ST AVENUE

AutoCAD SHX Text _C-501

AutoCAD SHX Text B5

AutoCAD SHX Text

NC GRID (NAD 2007) VERTICAL DATUM: NAVD 1988

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2ND AVENUE

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CONCRETE DRIVE

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CONCRETE DRIVE

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CONCRETE DRIVE

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ASPHALT PARKING LOT

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AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

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AutoCAD SHX Text H

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AutoCAD SHX Text S

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AutoCAD SHX Text 18'

AutoCAD SHX Text 4.5'

AutoCAD SHX Text 24'

AutoCAD SHX Text 18'

AutoCAD SHX Text 4'

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AutoCAD SHX Text 4'

AutoCAD SHX Text 9'

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TYP

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

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9' TYP

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4 SPACES

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10 SPACES

AutoCAD SHX Text 20'

AutoCAD SHX Text 8'

AutoCAD SHX Text B1

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FF 22.20

AutoCAD SHX Text R=25'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4.5'

AutoCAD SHX Text 15.33'

AutoCAD SHX Text 36.67'

AutoCAD SHX Text R=25'

AutoCAD SHX Text

(TYP)

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REVERSE GUTTER PAN

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REVERSE GUTTER PAN

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REVERSE GUTTER PAN

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R6-1 "ONE WAY" SIGN

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R6-1 "ONE WAY" SIGN

AutoCAD SHX Text 6'

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R=25' (TYP)

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CONCRETE PARKING BLOCK (TYP)

AutoCAD SHX Text 16.0'

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GEN PAD

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AutoCAD SHX Text C

AutoCAD SHX Text N44%%d16'34"E ALONG COLUMN LINE C

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RADIUS POINT N 424,940.16 E 2,629,437.39

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FACE CURB PT N 424,518.5 E 2,629,185.2

AutoCAD SHX Text FACE CURB CURVE DATA DELTA=53^23'48" R=220.00' T=110.64' L=205.03' PI COORDINATE N 424,627.70 E 2,629,167.64

AutoCAD SHX Text

FACE CURB PT

AutoCAD SHX Text N 424,922.70

AutoCAD SHX Text E 2,629,455.29

AutoCAD SHX Text

FACE CURB PC N 424,958.1 E 2,629,454.9

AutoCAD SHX Text 40'

AutoCAD SHX Text 12'

AutoCAD SHX Text 14.5'

AutoCAD SHX Text

REMOVABLE BOLLARD

AutoCAD SHX Text 4'

AutoCAD SHX Text

HC RAMP CG-12 WITHOUT FLARED SIDES (TYP OF 2)

AutoCAD SHX Text N 424,660.45

AutoCAD SHX Text E 2,629,257.74

AutoCAD SHX Text N 424,617.05

AutoCAD SHX Text E 2,629,234.05

AutoCAD SHX Text R=3'

AutoCAD SHX Text R=10'

AutoCAD SHX Text N 424,741.36

AutoCAD SHX Text E 2,629,334.33

AutoCAD SHX Text N 424,832.49

AutoCAD SHX Text E 2,629,423.19

AutoCAD SHX Text R=10'

AutoCAD SHX Text R=3'

AutoCAD SHX Text

SCREEN WALL (SEE ARCH.)

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"DO NOT ENTER" SIGN (TYP OF 2)

AutoCAD SHX Text 6'x8' CONCRETE PAD

AutoCAD SHX Text

VEHICLE SECURITY GATE. SEE SHEET A-414

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

AutoCAD SHX Text 4'

AutoCAD SHX Text 26'

AutoCAD SHX Text 6'

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PEDESTRIAN BRIDGE

AutoCAD SHX Text 9'

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CEREMONIAL PLAZA

AutoCAD SHX Text N 424,713.23 E 2,629,278.97

AutoCAD SHX Text

HC RAMP CG-12 W/O FLARED SIDES (TYP OF 2)

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VEHICLE SECURITY GATE. SEE SHEET A-414

AutoCAD SHX Text 12'

AutoCAD SHX Text R=40'

AutoCAD SHX Text 38'

AutoCAD SHX Text 8.33'

AutoCAD SHX Text 8'

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24" RCP

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RCP

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6" PVC

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6" PVC

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2' WIDE GRASS PAVER ON EACH SIDE

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ST SWR MH

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1ST AVENUE

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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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CODE ID. NO. 80091 SIZE ANSI-D

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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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EFD

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DESIGNED & ENGINEERED BY:

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APPROVED

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FOR EFD FOR COMMANDER NAVFAC

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SEAL

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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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PROVIDE SIDEWALK RAMPS, B1

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COVER SHEET

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DTM

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DTM

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MDS

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SHEET NO.

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NAVFAC DWG. NO.

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SHEET TITLE

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COVER SHEET

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DETAILS

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GENERAL NOTES

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EXISTING CONDITIONS/DEMOLITON

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NOT TO SCALE

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PLAN

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NORTH

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NEW WORK

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FINAL SUBMITTAL 1/15/2025

ABBREVIATIONS LIST

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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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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QC

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DESIGN

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REVIEW

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DRAWN

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DESIGNED & ENGINEERED BY:

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APPROVED

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FOR EFD FOR COMMANDER NAVFAC

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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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PROVIDE SIDEWALK RAMPS, B1

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COVER SHEET

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DTM

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DTM

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MDS

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FINAL SUBMITTAL 1/15/2025

AutoCAD SHX Text L ANGLE ANGLE LLH LONG LEG HORIZONTAL LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LONG LEG VERTICAL LONG LEG VERTICAL MANUF MANUFACTURED, MANUFACTURER MANUFACTURED, MANUFACTURER MAS MASONRY MASONRY MAX MAXIMUM MAXIMUM MECH MECHANICAL MECHANICAL MIN MINIMUM MINIMUM OBST OBSTRUCTION OBSTRUCTION OPG OPENING OPENING OH OVERHEAD OVERHEAD PJF PREMOLDED JOINT FILLER PREMOLDED JOINT FILLER PL PLATE PLATE PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PSF POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT REF REFERENCE REFERENCE REINF REINFORCE, REINFORCING REINFORCE, REINFORCING REQ'D REQUIRED REQUIRED SCHED SCHEDULE SCHEDULE SECT SECTION SECTION SJ SAWED JOINT SAWED JOINT SPECS SPECIFICATIONS SPECIFICATIONS STD STANDARD STANDARD STL STEEL STEEL TO TOP OF TOP OF TYP TYPICAL TYPICAL UON UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED VERT VERTICAL VERTICAL WWF WELDED WIRE FABRIC WELDED WIRE FABRIC W/ WITH WITH W/O WITH OUT WITH OUT CL CENTER LINE CENTER LINE OC ON CENTER ON CENTER DIAMETER °DEGREES ±PLUS OR MINUS

AutoCAD SHX Text AB ANCHOR BOLT ANCHOR BOLT ALT ALTERNATIVE ALTERNATIVE ARCH ARCHITECT, ARCHITECTURAL ARCHITECT, ARCHITECTURAL BLDG BUILDING BUILDING BMP BEST MANAGEMENT BEST MANAGEMENT PRACTICE BOTT BOTTOM BOTTOM BRDG BRIDGING BRIDGING BRG BEARING BEARING CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT CJ CONTROL JOINT CONTROL JOINT CLR CLEAR CLEAR COL COLUMN COLUMN CONC CONCRETE CONCRETE COND CONDITION CONDITION CONN CONNECTION CONNECTION CONST CONSTRUCTION CONSTRUCTION CONT CONTINUOUS CONTINUOUS DIA DIAMETER DIAMETER DIAG DIAGONAL DIAGONAL DWG DRAWING DRAWING DWGS DRAWINGS DRAWINGS EF EACH FACE EACH FACE ELEC ELECTRICAL ELECTRICAL ELEV ELEVATION ELEVATION EXIST EXISTING EXISTING EXP EXPANSION EXPANSION FOUND FOUNDATION FOUNDATION FNDN FOUNDATION FOUNDATION FOB FACE OF BRICK FACE OF BRICK FTG FOOTING FOOTING GALV GALVANIZED GALVANIZED GC GENERAL CONTRACTOR GENERAL CONTRACTOR GND GROUND GROUND HS HIGH STRENGTH HIGH STRENGTH HT HEIGHT HEIGHT INSUL INSULATION INSULATION ISO ISOLATIONISOLATION

AutoCAD SHX Text GENERAL NOTES: 1. CONTRACTOR SHALL HAVE A COMPLETE SET OF CONSTRUCTION DRAWINGS, SPECIFICATIONS, ADDENDA AND APPROVED PERMITS ON THE JOB SITE AT ALL TIMES. CONTRACTOR SHALL HAVE A COMPLETE SET OF CONSTRUCTION DRAWINGS, SPECIFICATIONS, ADDENDA AND APPROVED PERMITS ON THE JOB SITE AT ALL TIMES. 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT WORK REQUIRED TO PROPERLY CONSTRUCT THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT WORK REQUIRED TO PROPERLY CONSTRUCT THE WORK. 3. CONTRACTOR MUST MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. CONTRACTOR MUST MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. PROPERTY IRONS, MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR SHALL BE REPLACED BY A NORTH CAROLINA LICENSED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. 4. CONTRACTOR MUST PROVIDE MEASURES AS NECESSARY DURING CONSTRUCTION FOR EROSION & SEDIMENTATION CONTROL, PER THE NCDEQ EROSION & SEDIMENTATION CONTRACTOR MUST PROVIDE MEASURES AS NECESSARY DURING CONSTRUCTION FOR EROSION & SEDIMENTATION CONTROL, PER THE NCDEQ EROSION & SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL. 5. CONTRACTOR MUST PROTECT EXISTING STRUCTURES, UTILITIES AND ALL OTHER PROPERTY UNLESS THEY ARE TO BE DEMOLISHED. ANY PROPERTY NOT AUTHORIZED FOR CONTRACTOR MUST PROTECT EXISTING STRUCTURES, UTILITIES AND ALL OTHER PROPERTY UNLESS THEY ARE TO BE DEMOLISHED. ANY PROPERTY NOT AUTHORIZED FOR REMOVAL, BUT DAMAGED BY THE CONTRACTOR, SHALL BE RESTORED OR REPLACED BY THE CONTRACTOR TO THE APPROVAL OF THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT. 6. UTILITY LOCATIONS: UTILITY LOCATIONS: LOCATIONS OF UTILITIES SHOWN ON THIS SURVEY WERE GENERATED FROM RECORD DRAWINGS AND ARE SHOWN FOR INFORMATION PURPOSES, AND MUST BE FIELD VERIFIED TO DETERMINE IF OTHER UNDOCUMENTED CRITICAL. UNDERGROUND UTILITIES EXIST, STORM SEWER AND SANITARY SEWER DATA HAS BEEN COLLECTED FROM THE RIM OF THE MANHOLE WITHOUT ENTERING THE STRUCTURE. PIPE SIZES AND TYPES SHOULD BE CONSIDERED APPROXIMATE AND BE FIELD VERIFIED IF CRITICAL. STRUCTURES LABELED "VAULT", IF ANY, INDICATE A SUBSTRUCTURE WITH LIMITED VISUAL ACCESS AND INVERT INFORMATION. 7. EXISTING UTILITIES MAY NOT BE INTERRUPTED WITHOUT APPROVAL OF THE CONTRACTING OFFICER. IF INTERRUPTION OF UTILITIES IS APPROVED, CONTRACTOR SHALL EXISTING UTILITIES MAY NOT BE INTERRUPTED WITHOUT APPROVAL OF THE CONTRACTING OFFICER. IF INTERRUPTION OF UTILITIES IS APPROVED, CONTRACTOR SHALL PROVIDE TEMPORARY UTILITIES SERVICES. CONTRACTOR SHALL PROVIDE A PLAN FOR DEMOLITION, NEW WORK, AND TIE-INS FOR UTILITIES. PLAN MUST LIST POINTS OF CONTACT AND INCLUDE SEQUENCE OF CONSTRUCTION. 8. CONTRACTOR IS RESPONSIBLE FOR RELOCATION OF EXISTING UTILITIES REQUIRED DURING INSTALLATION OF NEW WORK. NO ADDITIONAL PAYMENT WILL BE MADE FOR CONTRACTOR IS RESPONSIBLE FOR RELOCATION OF EXISTING UTILITIES REQUIRED DURING INSTALLATION OF NEW WORK. NO ADDITIONAL PAYMENT WILL BE MADE FOR THE RELOCATION OF EXISTING UTILITIES. CONTRACTOR WILL BEAR ALL COST ASSOCIATED WITH UTILITY RELOCATION, IF REQUIRED. 9. ASPHALT AND/OR CONCRETE ROADS, DRIVEWAYS, SIDEWALKS, CURB AND GUTTER MUST BE SAWCUT. ALL PAVEMENT DAMAGED DURING CONSTRUCTION, INCLUDING ASPHALT AND/OR CONCRETE ROADS, DRIVEWAYS, SIDEWALKS, CURB AND GUTTER MUST BE SAWCUT. ALL PAVEMENT DAMAGED DURING CONSTRUCTION, INCLUDING GOUGES, MUST BE REPAIRED TO THE APPROVAL OF THE CONTRACTING OFFICER. NO ADDITIONAL PAYMENT WILL BE MADE FOR PAVEMENT REPAIR. CONTRACTOR SHALL BEAR ALL COST ASSOCIATED WITH PAVEMENT REPAIR. 10. CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF ALL CONSTRUCTION WASTE AND EXCESS SOILS OFF OF GOVERNMENT PROPERTY. CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF ALL CONSTRUCTION WASTE AND EXCESS SOILS OFF OF GOVERNMENT PROPERTY. 11. BURNING AT THE SITE IS NOT PERMITTED AT ANY TIME. BURNING AT THE SITE IS NOT PERMITTED AT ANY TIME. 12. CONTRACTOR SHALL REPAIR ANY DAMAGE DONE TO EXISTING FACILITIES LOCATED OUTSIDE THE LIMITS OF WORK DUE TO CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL REPAIR ANY DAMAGE DONE TO EXISTING FACILITIES LOCATED OUTSIDE THE LIMITS OF WORK DUE TO CONSTRUCTION ACTIVITIES. 13. CONTRACTOR SHALL REPAIR ALL IMPROVEMENTS TO EXISTING OR BETTER CONDITIONS IF DISTURBED DURING CONSTRUCTION. CONTRACTOR SHALL REPAIR ALL IMPROVEMENTS TO EXISTING OR BETTER CONDITIONS IF DISTURBED DURING CONSTRUCTION. 14. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND APPROVALS PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND APPROVALS PRIOR TO BEGINNING CONSTRUCTION. 15. CONTRACTOR SHALL MINIMIZE DUST BY USE OF WET METHODS OR OTHER APPROVED METHOD. CONTRACTOR SHALL MINIMIZE DUST BY USE OF WET METHODS OR OTHER APPROVED METHOD. 16. ALL DEBRIS HAULING TRUCKS SHALL FULLY COVER LOADS WHEN HAULING MATERIALS FROM THE SITE. ALL DEBRIS HAULING TRUCKS SHALL FULLY COVER LOADS WHEN HAULING MATERIALS FROM THE SITE. 17. CONTRACTOR SHALL ESTABLISH LAYDOWN AREA IN COORDINATION WITH CONTRACTING OFFICER. CONTRACTOR SHALL ESTABLISH LAYDOWN AREA IN COORDINATION WITH CONTRACTING OFFICER. 18. EXCAVATION AND CONSTRUCTION MUST PROCEED IN ACCORDANCE WITH LATEST OSHA REGULATIONS. SHEETING AND SHORING SYSTEMS UTILIZED ON THIS PROJECT MUST EXCAVATION AND CONSTRUCTION MUST PROCEED IN ACCORDANCE WITH LATEST OSHA REGULATIONS. SHEETING AND SHORING SYSTEMS UTILIZED ON THIS PROJECT MUST BE DESIGNED AND SEALED BY AN ENGINEERED WHO IS LICENSED TO PRACTICE IN THE STATE OF NORTH CAROLINA. 19. CONTRACTOR MUST COORDINATE ACCESS TO PROJECT SITES WITH GOVERNMENT, CONTRACTOR MAY ACCESS SITES VIA GOVERNMENT PROPERTY OR ROADS CONTRACTOR MUST COORDINATE ACCESS TO PROJECT SITES WITH GOVERNMENT, CONTRACTOR MAY ACCESS SITES VIA GOVERNMENT PROPERTY OR ROADS RIGHTS-OF-WAY. CONTRACTOR MAY NOT ACCESS THE SITES VIA ADJACENT PROPERTIES.

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%%UTOPOGRAPHIC SURVEY LEGEND

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ELECTRIC BOX

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ELECTRIC METER

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UTILITY HANDHOLE

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SURVEY CONTROL POINT

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STORM DRAIN…

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 .