1363603Amend0005dwg_VOL 1_COMBINED.pdf

PDF 21 MB Posted Feb 4, 2026

Attached to: P475 Aircraft Maintenance Hangar
Solicitation number: N4008526R0148
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Feb 4, 2026

This document is a comprehensive set of construction design and site plans for the P-475 Aircraft Maintenance Hangar project at MCAS Beaufort in Beaufort, South Carolina. The project encompasses multiple volumes with architectural, civil, structural, electrical, and landscape specifications for a base bid with optional components including an Operations Support Facility (OSF)/Shop Annex, P-475 Parking Garage, and P-475 OSF/Shop Annex option.

The plans detail extensive site improvements including concrete pavements (Portland cement and bituminous), storm and sanitary drainage systems, utility infrastructure (water, electrical, communications, gas), security fencing with controlled access gates, landscape plantings and subdrainage, parking structures, and specialized systems such as aircraft maintenance facilities and shade structures for equipment storage. Key features include detailed construction specifications for foundations, utilities, grading, stormwater management, electrical distribution with multiple transformers and panelboards, lighting systems (poles, LED fixtures), restricted area security measures with turnstiles and card readers, and comprehensive landscaping with native plantings. The project involves coordination across multiple disciplines with references to various specification sections, engineering details, and coordination notes between architectural, civil, structural, mechanical, electrical, and landscape design elements. Site control points, elevation data, and precise utility routing are documented throughout the drawing set to ensure constructability and compliance with military facility standards and federal acquisition requirements.

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Other files

File	Type	Posted
N4008526R0148_0009.pdf	PDF	Jun 25, 2026
N4008526R0148_0008.pdf	PDF	Feb 19, 2026
N4008526R0148_0007.pdf	PDF	Feb 13, 2026
1363603Amend0006dwg_VOL 3 ARCHITECTURAL.pdf	PDF	Feb 13, 2026
1363603Amend0006dwg_VOL 3 STRUCTURAL_1of2.pdf	PDF	Feb 13, 2026
1363603Amend0006dwg_VOL 3 STRUCTURAL_2of2.pdf	PDF	Feb 13, 2026
1363603Amendment0006_Specs.pdf	PDF	Feb 13, 2026
N4008526R0148_0006.pdf	PDF	Feb 13, 2026
Solicitation Amendment N4008526R0148_0005.pdf	PDF	Feb 4, 2026
1363603Amend0005dwg_VOL 4_COMBINED.pdf	PDF	Feb 4, 2026
1363603Amend0005dwg_VOL 3_COMBINED.pdf	PDF	Feb 4, 2026
1363603Amendment0001_Specs.pdf	PDF	Feb 4, 2026
price_schedule_P475_Amendment 0005.pdf	PDF	Feb 4, 2026
1363603Amend0005dwg_VOL 6_COMBINED.pdf	PDF	Feb 4, 2026
Solicitation Amendment N4008526R01480004 SF 30.pdf	PDF	Jan 27, 2026
26R0148 P475 Site visit log_Redacted.pdf	PDF	Jan 26, 2026
N4008526R0148-0003.pdf	PDF	Jan 26, 2026
N4008526R0148_0002.pdf	PDF	Jan 21, 2026
Attachment G - Price Proposal Form_P475-Updated.pdf	PDF	Jan 21, 2026
JandA ML-23-33 P475 Interior Finishes Brand Name or Equal_Redacted.pdf	PDF	Jan 21, 2026
N4008526R0148 - Amendment 0001.pdf	PDF	Jan 7, 2026
Attachment L - VOL4_1363603dwg4of9.pdf	PDF	Jan 7, 2026
Attachment P - SECNAV 5512.pdf	PDF	Jan 7, 2026
Attachment K - VOL3_1363603dwg4of11.pdf	PDF	Dec 22, 2025
Attachment J - VOL1_1363603dwg8of14.pdf	PDF	Dec 22, 2025
Attachment C - Past Performance Questionnaire (PPQ).pdf	PDF	Dec 22, 2025
Attachment N - VOL6_1363603dwg7of10.pdf	PDF	Dec 22, 2025
Attachment K - VOL3_1363603dwg1of11.pdf	PDF	Dec 22, 2025
Attachment N - VOL6_1363603dwg8of10.pdf	PDF	Dec 22, 2025
Attachment F - Individual Small Business Subcontracting Plan.pdf	PDF	Dec 22, 2025
Attachment H - PIEE Vendor Access Ins..pdf	PDF	Dec 22, 2025
Attachment J - VOL1_1363603dwg10of14.pdf	PDF	Dec 22, 2025
Solicitation - N4008526F0148.pdf	PDF	Dec 22, 2025
Attachment L - VOL4_1363603dwg7of9.pdf	PDF	Dec 22, 2025
Attachment N - VOL6_1363603dwg9of10.pdf	PDF	Dec 22, 2025
Attachment K - VOL3_1363603dwg11of11.pdf	PDF	Dec 22, 2025
Attachment K - VOL3_1363603dwg2of11.pdf	PDF	Dec 22, 2025
Attachment L - VOL4_1363603dwg5of9.pdf	PDF	Dec 22, 2025
Attachment B - Construction Experience Data Sheet.pdf	PDF	Dec 22, 2025
Attachment L - VOL4_1363603dwg2of9.pdf	PDF	Dec 22, 2025
Attachment I - DOD-CUI_Non-Disclosure Agreement.pdf	PDF	Dec 22, 2025
Attachment L - VOL4_1363603dwg6of9.pdf	PDF	Dec 22, 2025
Attachment J - VOL1_1363603dwg11of14.pdf	PDF	Dec 22, 2025
Attachment K - VOL3_1363603dwg9of11.pdf	PDF	Dec 22, 2025
Attachment N - VOL6_1363603dwg4of10.pdf	PDF	Dec 22, 2025
Attachment N - VOL6_1363603dwg1of10.pdf	PDF	Dec 22, 2025
Attachment K - VOL3_1363603dwg8of11.pdf	PDF	Dec 22, 2025
Attachment N - VOL6_1363603dwg5of10.pdf	PDF	Dec 22, 2025
Attachment N - VOL6_1363603dwg6of10.pdf	PDF	Dec 22, 2025
Attachment M - VOL5_1363603dwg2of2.pdf	PDF	Dec 22, 2025

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F F F F F F F F F F F F

W W W W W W W W W W W W W W W

W W

F F

W W

W W W W W W W W W

SS SS SS SS SS SS SS SS SS SS SS SS SS SS

W W

EUE

EUP

P-

S-1

S-

PV-2

-3

P-1A

S-3

UL1

UL1 UL1

UL1

UL2

UL1

UL2

SAN

SD SD SD SD SD SD

SAN

SANSANSANSANSANSANSAN

DRAYTON ST.

P-475

PARKING

GARAGE

OPTION

LOD

LODLO

LOD

(TYP.) C4

LP400

PERIMETER

SECURITY FENCE

(RE: CIVIL DWGS)

PERIMETER

SECURITY FENCE

(RE: CIVIL DWGS)

P1P1 P1

VINE PLANTING @

MESH PANEL

(RE: C1/LP501)

DRY DETENTION BASIN

(RE: CIVIL DWGS)

PROVIDE 6"

CONCRETE EDGE

(RE: B4/LP501)

(1) AR

(2) AR

(2) TD

(1) TD

(4) TD

(2) AR

(3) PL

(6) PL

(8) PL

(45) RIG

(2) RI

(4) RIG(4) RIG(4) RIG

(3) MC

(22) PS

DRAIN INLET

(TYP.)

(RE: CIVIL DWGS)

(3) PL

VINE PLANTING @

MESH PANEL

(RE: C1/LP501)

VINE PLANTING @ MESH PANEL

(RE: C1/LP501)

(5) RI

(3) TJ

(4) TJ

(6) RI

(5) RI

(4) TJ

(6) RI

(3) LIR

(4) RIG

LP501

(6) PL

(5) RI

(2) AR

8.00'

(TYP.)

CENTERED WITHIN

TURF AREA (TYP.)

7.50'

8.00'

(TYP.)

ELECTRICAL

VAULT BELOW

GRADE

(TYP.)

EDGE OF

PAVEMENT

(TYP.)

LIGHT POLE

(TYP.)

LIGHT POLE

(TYP.)

(4) RI

(108) OJ

(4) RI

(52) OJ

(4) RI

(92) OJ

(4) RI

(27) OJ

(4) RI

(140) OJ

(4) RI

(52) OJ

(4) RI

(52) OJ

LIGHT POLE

(TYP.)

CENTERED WITHIN

TURF AREA (TYP.)

50.00' O.C.

TYP.

MANHOLE

(TYP.)

EQ. EQ.EQ. EQ.

LIMITS OF

DISTURBANCE (LOD)

TYP.

LIMITS OF

DISTURBANCE (LOD)

TYP.

ATFP SETBACK

25.00'

LIGHT POLE

(TYP.)

PROVIDE 18"

WIDE CONCRETE

MOW EDGE

(RE: C2/LP501)

29.50'

54.25'

20.25' 53.50'

PROVIDE 6"

CONCRETE EDGE

(RE: B4/LP501)

LIGHT POLE

(TYP.)

PUMP STATION

PROVIDE 18" WIDE

CONCRETE MOW EDGE

(RE: C2/LP501)

(6) RI

(4) IV

LP101

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

C R

O N

DRAWFORM REVISION: 25 AUGUST 2020

CHK

EPROJECT NO.:

CUI

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

BDR RWB BGB

DLB

Approved by J. Scott Roberts, Asset Management Branch Head & Supervisory Facility Planner, PWD Beaufort, SC via email.

ENGINEERS + SURVEYORS

KEY PLAN

LP 101 LP 102

LP 103 LP 104

M M

- M

-A

K, V

, S

P-

M E

H O

KTB/RLH

EJA

DSN

1363603

12/15/2022

01/13/2023

Scale:

LANDSCAPE PLANTING PLAN A1 1:25

PLAN

NORTH

TRUE N0 100'50'25' 150'12.5'

1"=25'-0" GRAPHIC SCALE

GENERAL LANDSCAPE PLANTING NOTES:

LEGEND

1. THIS PLAN PROVIDES LAYOUT, QUANTITY & SIZES OF PLANT MATERIAL TO BE

PROVIDED BY THE LANDSCAPE CONTRACTOR. REFER TO THE FOLLOWING

SPECIFICATIONS FOR SCOPE OF WORK, RESPONSIBILITIES, PRODUCTS &

EXECUTION OF WORK:

1.1. SECTION 320533 - LANDSCAPE ESTABLISHMENT

1.2. SECTION 329223 - SODDING

1.3. SECTION 329300 - EXTERIOR PLANTS

2. REFER TO FULL PLANTING SCHEDULE ON SHEET LP600 FOR PLANT SPECIES, SIZES

AND NOTES.

3. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES BY CONTACTING THE

RESPECTIVE UTILITY COMPANIES AND/ OR THE LOCAL

"ONE-CALL"/"CALL-BEFORE-YOU-DIG" SYSTEM AND BY EXCAVATING TEST PITS IF

NECESSARY.

4. LOCATIONS OF ALL PLANT MATERIALS SHALL BE STAKED IN THE FIELD AND

APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO PLANTING.

5. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE AND GRASS

DISTURBED AREAS BACK TO ORIGINAL FINISHED GRADE ELEVATIONS, INCLUDING,

EQUIPMENT MATERIAL STORAGE AREA AND STAGING AREAS ADJACENT TO SITE.

REFER TO SHEET LP600 FOR FULL PLANTING SCHEDULE.

SYM. KEY BOTANICAL NAME COMMON NAME

SHADE/STREET TREES

AR Acer rubrum 'dromondii' Swamp Red Maple

TD Taxodium Distichum 'Mickelson' Shawnee Brave Bald Cyress

ORNAMENTAL TREE

LIA Lagerstroemia indica 'Alba' White Crape Myrtle

LIR Lagerstroemia indica 'Apapaho' Apapaho Crape Myrtle (Red)

MC Myrica cerifera Wax Myrtle (Tree Form)

EVERGREEN SHRUB

IV Ilex vomitoria nana Dwarf Yaupon Holly

IC Ilex crenata 'Stokes' Stokes Japanese Holly

PL Prunus lauroceraus Dwarf English Laurel

RI Raphiolepis indica 'alba' White Indian Hawthorn

DECIDUOUS SHRUB

VP Viburnum plicatum 'Summer Snowflake'

Summer Snowflake Doublefile Viburnum

RIG Rhododendron Indica "George Tabor"

George Tabor Azalea

PERENNIAL/GROUNDCOVER/VINE

PS Phlox subulata Creeping Phlox

LM Liriope muscari "Majestic" Majestic Liriope

OJ Ophiopogon jaburan Mondo Grass

TJ Trachelospermum jasminoides Star Jasmine

TURFGRASS SOD (TYPE 1)

· (RE: 329223 - SODDING)

· 4" TOPSOIL WITH 2" COMPOST TOP LAYER (RE:

329300-EXTERIOR PLANTS)

TURFGRASS SOD (TYPE 2)

· (RE: 329223 - SODDING)

· 4" TOPSOIL WITH 2" COMPOST TOP LAYER (RE:

329300-EXTERIOR PLANTS)

INERT MULCH MATERIAL "DECORATIVE ROCK"

· (RE: 329300-EXTERIOR PLANTS)

C H

E L

MATCHLINE

LP 103

GRAPHIC

F F F F F F F F F F F F F F F F F

W W W W W W W W W W W W W W W W

W W

GGGGGGGG

W W W W W W W W

W W

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

EUE

P-1P-2

P-

P-4P-5

P-

S-6

S-

5PV-2

P-1A

UL1

UL2

UL1

UCUC

SANSANSANSANSAN

SD SD SD SD SD SD

SANSAN

DRAYTON ST. M

AYBERRY ST.

T.B.M.#1

DRAYTON ST.

AYBER

Y ST.

P-475

PARKING

GARAGE

OPTION

LOD LOD

LOD

LODLO

LOD

D LOD

LOD

LP400

(TYP.)

PERIMETER

SECURITY FENCE

(RE: CIVIL DWGS)

PERIMETER

SECURITY FENCE

(RE: CIVIL DWGS)

PROVIDE 6"

CONCRETE EDGE

RE: B4/LP501)

P1 P1

VINE PLANTING @

MESH PANEL

(RE: C1/LP501)

5.00'

(2) MC

(1) AR(1) AR

PROVIDE 6"

CONCRETE EDGE

RE: B4/LP501)

(4) AR

(2) AR

(2) LIR

(45) RIG(4) RIG

(1) AR

(6) RI

(5) RI

(10) IC

(5) RI(7) VP

(15) IC

VINE PLANTING @ MESH

PANEL

(RE: C1/LP501)

(4) TJ

(3) TJ

(4) RIG

(6) PL

(73) LM

(2) LIR

5.00'

(4) IV

8.00'

(TYP.)

8.00'

(TYP.)

TRANSFORMER

PAD

SWITCHGEAR BOX

(4) IC

RAMP

(RE: CIVIL

DWGS)

STEPS

(RE: CIVIL DWGS)

TRANSFORMER

PAD

50.00' O.C.

TYP.

LIGHT

POLE

(TYP.)

LIGHT POLE

(TYP.)

MANHOLE

(TYP.)

LIMITS OF

DISTURBANCE (LOD)

TYP.

ATFP SETBACK

32.00' 16.50' 13.00'

15.50'

(6) RI (6) RI

(2) RI

PROVIDE 18" WIDE

CONCRETE MOW EDGE

(RE: C2/LP501)

LP102

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

C R

O N

DRAWFORM REVISION: 25 AUGUST 2020

CHK

EPROJECT NO.:

CUI

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

BDR RWB BGB

DLB

Approved by J. Scott Roberts, Asset Management Branch Head & Supervisory Facility Planner, PWD Beaufort, SC via email.

ENGINEERS + SURVEYORS

KEY PLAN

LP 101 LP 102

LP 103 LP 104

M M

- M

-A

K, V

, S

P-

M E

H O

KTB/RLH

EJA

DSN

1363603

12/15/2022

01/13/2023

Scale:

LANDSCAPE PLANTING PLAN A1 1:25

0 100'50'25' 150'12.5'

1"=25'-0" GRAPHIC SCALE

C H

E L

MATCHLINE

LP 104

GRAPHICPLAN

NORTH

TRUE N

GENERAL LANDSCAPE PLANTING NOTES:

LEGEND

1. THIS PLAN PROVIDES LAYOUT, QUANTITY & SIZES OF PLANT MATERIAL TO BE

PROVIDED BY THE LANDSCAPE CONTRACTOR. REFER TO THE FOLLOWING

SPECIFICATIONS FOR SCOPE OF WORK, RESPONSIBILITIES, PRODUCTS &

EXECUTION OF WORK:

1.1. SECTION 320533 - LANDSCAPE ESTABLISHMENT

1.2. SECTION 329223 - SODDING

1.3. SECTION 329300 - EXTERIOR PLANTS

2. REFER TO FULL PLANTING SCHEDULE ON SHEET LP600 FOR PLANT SPECIES, SIZES

AND NOTES.

3. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES BY CONTACTING THE

RESPECTIVE UTILITY COMPANIES AND/ OR THE LOCAL

"ONE-CALL"/"CALL-BEFORE-YOU-DIG" SYSTEM AND BY EXCAVATING TEST PITS IF

NECESSARY.

4. LOCATIONS OF ALL PLANT MATERIALS SHALL BE STAKED IN THE FIELD AND

APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO PLANTING.

5. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE AND GRASS

DISTURBED AREAS BACK TO ORIGINAL FINISHED GRADE ELEVATIONS, INCLUDING,

EQUIPMENT MATERIAL STORAGE AREA AND STAGING AREAS ADJACENT TO SITE.

REFER TO SHEET LP600 FOR FULL PLANTING SCHEDULE.

SYM. KEY BOTANICAL NAME COMMON NAME

SHADE/STREET TREES

AR Acer rubrum 'dromondii' Swamp Red Maple

TD Taxodium Distichum 'Mickelson' Shawnee Brave Bald Cyress

ORNAMENTAL TREE

LIA Lagerstroemia indica 'Alba' White Crape Myrtle

LIR Lagerstroemia indica 'Apapaho' Apapaho Crape Myrtle (Red)

MC Myrica cerifera Wax Myrtle (Tree Form)

EVERGREEN SHRUB

IV Ilex vomitoria nana Dwarf Yaupon Holly

IC Ilex crenata 'Stokes' Stokes Japanese Holly

PL Prunus lauroceraus Dwarf English Laurel

RI Raphiolepis indica 'alba' White Indian Hawthorn

DECIDUOUS SHRUB

VP Viburnum plicatum 'Summer Snowflake'

Summer Snowflake Doublefile Viburnum

RIG Rhododendron Indica "George Tabor"

George Tabor Azalea

PERENNIAL/GROUNDCOVER/VINE

PS Phlox subulata Creeping Phlox

LM Liriope muscari "Majestic" Majestic Liriope

OJ Ophiopogon jaburan Mondo Grass

TJ Trachelospermum jasminoides Star Jasmine

TURFGRASS SOD (TYPE 1)

· (RE: 329223 - SODDING)

· 4" TOPSOIL WITH 2" COMPOST TOP LAYER (RE:

329300-EXTERIOR PLANTS)

TURFGRASS SOD (TYPE 2)

· (RE: 329223 - SODDING)

· 4" TOPSOIL WITH 2" COMPOST TOP LAYER (RE:

329300-EXTERIOR PLANTS)

INERT MULCH MATERIAL "DECORATIVE ROCK"

· (RE: 329300-EXTERIOR PLANTS)

DOUBLE ROW OF (OJ)

MONDO GRASS SPACED

AT 12" O.C.; REFER TO

PLANS FOR QUANTITIY

(2) (RI) INDIAN

HAWTHORN SPACED

AT 48" O.C.

(2) (RI) INDIAN

HAWTHORN SPACED

AT 48" O.C.

DRAIN INLET

(RE: CIVIL DWGS)

ADJACENT

CONCRETE WALK

(RE: CIVIL DWGS)

LP501

(TJ ) - STAR JASMINE SPACED

EVENLY AT BASE OF MESH PANEL;

REFER TO PLANS FOR QUANTITY

(RE: C1/LP501)

BUILDING MOUNTED

METAL MESH PANEL

(RE: ARCH. DWGS)

(RI) - INDIAN HAWTHORNE

SHRUBS SPACED @ 48" O.C.;

REFER TO PLANS FOR

QUANTITY.

ARCHITECUTURAL FACE

COLUMN

(RE: ARCH. DWGS)

PROVIDE 6"

CONCRETE EDGE

RE: B4/LP501)

LP501

LP400

GRAPHIC

PLAN

NORTH

TRUE N

Scale:

DRAINAGE AREA ENLARGEMENT - TYPICALC4 1/8" = 1'-0"

Scale:

SOUTH PARKING GARAGE FACE ENLARGEMENT - TYPICALB3 1/8" = 1'-0"

0 24'16'8' 32'4'

1/8"=1'-0" GRAPHIC SCALE

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

C R

O N

DRAWFORM REVISION: 25 AUGUST 2020

CHK

EPROJECT NO.:

CUI

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

BDR RWB BGB

DLB

Approved by J. Scott Roberts, Asset Management Branch Head & Supervisory Facility Planner, PWD Beaufort, SC via email.

ENGINEERS + SURVEYORS

M M

- M

-A

K, V

, S

P-

M E

H O

KTB/RLH

EJA

DSN

1363603

12/15/2022

01/13/2023

F F F F F F F F F F F F F F F F F F F F F F F F F F

W W W W W W W W W W W W W W W W W W W W W W W W W W W

W W

F F

W W

F F

GGGGGGGG

W W

W W W W W W W W W W W W W W

W W

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

W W

P-1P-2

P-

P-4P-5

P-

S-6

S-

S-1

S-

P-8

PV-2

-3

P-1A

S-3

UL1

UL1 UL1

UL1

UL2

UL1

UL2

UL1

SANSANSANSANSAN

SD SD SD SD SD SD SD SD SD SD SD

SAN

SANSANSANSANSANSANSAN

SANSAN

SAN

DRAYTON ST. M

AYBERRY ST.

DRAYTON ST.

AYBER

Y ST.

P-475

PARKING

GARAGE

OPTION

P-475

PARKING

GARAGE

OPTION

LOD LOD

LOD

LODLO

LOD

D LOD

LOD

S4 S2

S3 S1

S1 S4

S2 S3

S1 S4

S2 S2

S1S2

TIE SUBDRAINAGE PIPE

INTO DRAIN INLET (TYP.)

(RE: CIVIL DWGS)

CONSTRUCT LANDSCAPE

DRAIN PIPE OUTFALL

(RE: A1/LP501)

DRY DETENTION BASIN

(RE: CIVIL DWGS)

S2 S4

TIE SUBDRAINAGE PIPE

INTO DRAIN INLET (TYP.)

(RE: CIVIL DWGS)

LP501

TIE SUBDRAINAGE

PIPE INTO STORM

INLET (TYP.)

(RE: CIVIL DWGS)

TIE SUBDRAINAGE PIPE

INTO DRAIN INLET (TYP.)

(RE: CIVIL DWGS)

LP501

TIE SUBDRAINAGE PIPE

INTO DRAIN INLET (TYP.)

(RE: CIVIL DWGS)

TIE SUBDRAINAGE PIPE

INTO DRAIN INLET (TYP.)

(RE: CIVIL DWGS)

S4 S1

LP501CONSTRUCT LANDSCAPE

DRAIN PIPE OUTFALL

(RE: A1/LP501)

TIE SUBDRAINAGE

PIPE INTO STORM

INLET (TYP.)

(RE: CIVIL DWGS)

TIE SUBDRAINAGE

PIPE INTO STORM

INLET (TYP.)

(RE: CIVIL DWGS)

LIMITS OF DISTURBANCE

(TYP.)

FL 24.75

FL 25.00

CATCH BASIN # 15

INV IN SOUTH = 23.75

FL 25.00

CATCH BASIN # 19

INV IN WEST = 22.25

FL 24.55

FL 25.00

FL 21.78

FL 21.20

FL 21.10

CATCH BASIN # 22

INV IN EAST = 20.93

FL 22.50

FL 23.00

DAYLIGHT

FL 20.00

FL 23.50FL 23.00

DAYLIGHT

FL 20.00

FL 23.50

FL 25.00

FL 24.75CATCH BASIN # 32

INV IN EAST = 24.50

FL 25.00

FL 24.50CATCH BASIN #30

RIM 26.34

INV IN EAST = 24.40

FL 25.00 FL 24.70

CATCH BASIN # 6

INV IN SOUTH = 23.50

FL 26.50

INV IN EAST = 26.25

INV OUT WEST = 25.50

CATCH BASIN RD #27

INV IN EAST = 25.15

FL 25.00 FL 24.45

CATCH BASIN # 14

INV IN SOUTH = 23.50

LP401

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

C R

O N

DRAWFORM REVISION: 25 AUGUST 2020

CHK

EPROJECT NO.:

CUI

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

BDR RWB BGB

DLB

Approved by J. Scott Roberts, Asset Management Branch Head & Supervisory Facility Planner, PWD Beaufort, SC via email.

ENGINEERS + SURVEYORS

M M

- M

-A

K, V

, S

P-

M E

H O

KTB/RLH

EJA

DSN

1363603

12/15/2022

01/13/2023

0 100'50'25' 150'12.5'

1"=25'-0" GRAPHIC SCALE

GENERAL LANDSCAPE SUBDRAINAGE NOTES

1. THIS PLAN PROVIDES LAYOUT OF LANDSCAPE SUBDRAINAGE TO BE PROVIDED BY

THE LANDSCAPE CONTRACTOR. REFER TO THE FOLLOWING SPECIFICATIONS FOR

SCOPE OF WORK, RESPONSIBILITIES, PRODUCTS & EXECUTION OF WORK:

1.1. SECTION 329300 - EXTERIOR PLANTS

2. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES BY CONTACTING THE

RESPECTIVE UTILITY COMPANIES AND/ OR THE LOCAL

"ONE-CALL"/"CALL-BEFORE-YOU-DIG" SYSTEM AND BY EXCAVATING TEST PITS IF

NECESSARY.

3. ALL DRAIN PIPE SHALL HAVE A MINIMUM 0.5% SLOPE

S1 PROVIDE 4" PERFORATED DRAIN PIPE;

· (RE: B4/LP501)

S2 PROVIDE 4" SOLID DRAIN PIPE;

· (RE: B1/LP501)

S3 PROVIDE 4" CLEANOUT PIPE;

· (RE: A2/LP501)

S4 PROVIDE 4" DRAIN CAP;

· (RE: A4/LP501)

(DIRECTION OF FLOW)

INVERT ELEVATION (BOTTOM OF PIPE)

FLOW ELEVATION (BOTTOM OF PIPE)

INV IN/OUT

GRAPHIC

Scale:

LANDSCAPE SUBDRAINAGE ENLARGEMENT PLANA1 1:25

PLAN

NORTH

TRUE N

LF101X

W W W W W W W W W W W W W W W W W W W W W

F F F F F F F F F F F F F F F F W W W W W W W W W W W W W W W W W

W W

F F

GGGGG

W W

W W W W W W W W W

W W

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

W W

EUE

EUP

P-1P-2

P-

P-4P-5

P-

S-6

S-

S-1

S-

P-8

P-

PV-2

-3

F-1

F-

P-1A

S-3

UL1

UL1 UL1

UL1

UL2

UL1

UL2

UL1

UC UC

SAN SAN SAN

SANSANSAN

SD SD SD SD SD SD

SAN

SANSANSANSANSD

SAN

FBP

AYBER

Y ST.

DRAYTON ST.

P-475

PARKING

GARAGE

OPTION

P-475

HANGAR

P-475 OSF/SHOP

ANNEX OPTION

LOD LO

LOD

LODLO

LOD

PROVIDE TRASH

RECEPTACLE

(RE: SECTION 129300)

PROVIDE (2) 6' BENCHES;

SURFACE MOUNTED

(RE: D4/ LF500)

PROVIDE (2) 6' BENCHES;

SURFACE MOUNTED

(RE: D4/ LF500)

PROVIDE (2) TRASH

RECEPTACLES

(RE: SECTION 129300)

PROVIDE (8)

RAMP

HANDRAILS

(RE: A3/ LF500) PROVIDE (2)

RAMP

HANDRAILS

(RE: A3/ LF500)

LF101

(TYP.)

LF101

PROVIDE (2) RAMP

HANDRAILS ONLY IF

OSF OPTION IS

AWARDED

(RE: A3/ LF500)

LIMITS OF

DISTURBANCE (LOD)

TYP.

LIMITS OF

DISTURBANCE (LOD)

TYP.

LIMITS OF

DISTURBANCE (LOD)

TYP.

SS SS SS SS SS SS SS SS

S-

-3SANSANSANSANSAN

PROVIDE (2) 6'

BENCHES; SURFACE

MOUNTED

(RE: D4/ LF500)

PROVIDE (3) STEP

HANDRAILS

(RE: B4/ LF500)

LF500

EQ. EQ. EQ. EQ.

HANGAR

ENTRY

CENTER HANDRAIL

WITHIN STEPS

PROVIDE (2) 6' BENCHES;

SURFACE MOUNTED

(RE: D4/ LF500)

GARAGE

STAIRWELL

UL1SD

PROVIDE 6' BENCH;

SURFACE MOUNTED

(RE: D4/ LF500)

EQ. EQ.

PLANTING

BED

W W

UL1

UL2

LOD

D LOD

LOD

PROVIDE RAMP

HANDRAILS

(RE: A3/ LF500)

GARAGE

STAIRWELL

PROVIDE STEP

HANDRAILS

(RE: B1/ LF500)

LF500

LF101

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

C R

O N

DRAWFORM REVISION: 25 AUGUST 2020

CHK

EPROJECT NO.:

CUI

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

BDR RWB BGB

DLB

Approved by J. Scott Roberts, Asset Management Branch Head & Supervisory Facility Planner, PWD Beaufort, SC via email.

ENGINEERS + SURVEYORS

M M

- M

-A

K, V

, S

P-

M E

H O

KTB/RLH

EJA

DSN

1363603

12/15/2022

01/13/2023

Scale:

LANDSCAPE FURNISHING PLAN A1 1:40

0 120'80'40' 160'20'

1"=40'-0" GRAPHIC SCALE

SITE FURNISHING SCHEDULE

SYM ITEM/DESCRIPTION

BENCH

(REFER TO DETAIL D4/LF500

OR NOTED ENLARGEMENT

FOR LOCATING IN

LANDSCAPE)

TRASH RECEPTACLE

(RE: SECTION 129300)

HANDRAILS (STEP OR RAMP)

(RE: DETAILS SHEET LF500)

1. THIS PLAN PROVIDES LAYOUT & QUANTITY OF ALL SITE

FURNISHINGS TO BE PROVIDED BY THE LANDSCAPE

CONTRACTOR. REFER TO SECTION 12 93 00 - SITE

FURNISHINGS FOR COMPLETE SCOPE OF WORK, RESPONSIBILITIES,

PRODUCTS AND EXECUTION OF WORK

2. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES BY

CONTACTING ALL OF THE RESPECTIVE UTILITY COMPANIES AND/

OR THE LOCAL "ONE-CALL"/"CALL-BEFORE-YOU-DIG" SYSTEM AND

BY EXCAVATING TEST PITS IF NECESSARY.

3. LANDSCAPE ARCHITECT & OWNERS REP TO SELECT FINAL

LOCATIONS OF ALL SITE FURNISHINGS. CONTRACTOR TO NOTIFY

LANDSCAPE ARCHITECT AND OWNERS REP PRIOR TO FINAL

PLACEMENT OF ALL FURNISHINGS.

GENERAL SITE FURNISHING NOTES

Scale:

HANGER ENTRANCE PLAND4 1" = 10'-0"

Scale:

SOUTHWEST GARAGEC4 1" = 10'-0"

Scale:

BENCH LAYOUT B-TYPICALB4 1/8" = 1'-0"

Scale:

NORTHEAST GARAGE ENTRANCE PLANA4 1"= 20'-0"

PLANNORTHTR

E N

VARIES

LF101

0 40'20'10'

1"=10'-0" GRAPHIC SCALE

0 40'20'10'

1"=10'-0" GRAPHIC SCALE

0 32'16'8'

1"=8'-0" GRAPHIC SCALE

0 80'40'20'

1"=20'-0" GRAPHIC SCALE

MULTICOREVIEWLINK:LF500 LANDSCAPE FURNISHING DETAILS,HANGER ENTRANCE HANDRAIL(2)

MULTICORELINK:1363603 LF 500-LF500 LANDSCAPE FURNISHING DETAILS

MULTICOREVIEWLINK:LF500 LANDSCAPE FURNISHING DETAILS,GARAGE ENTRY HANDRAIL(2)

MULTICORELINK:1363603 LF 500-LF500 LANDSCAPE FURNISHING DETAILS

MULTICOREVIEWLINK:LF500 LANDSCAPE FURNISHING DETAILS,BENCH INSTALLATION TYPICAL(2) MULTICOREVIEWLINK:LF500 LANDSCAPE FURNISHING DETAILS,BENCH INSTALLATION TYPICAL(2)

3' -0

.)3'

-0

PROVIDE HANDRAIL

(RE: SECTION 055200)

PROVIDE 1-1/2" DIA. INTERMEDIATE

POSTS; SPACED EQUALLY ALONG

LENGTH OF HANDRAIL

(RE: SECTION 055200)

CORE DRILL AND EPOXY SET

POSTS (TYP.); SEE

ENLARGEMENT ABOVE

METAL HANDRAILS

· 1-1/2" DIA.

· HOT-DIPPED GALVANIZED STEEL

· REFER TO SECTION 055200- METAL HANDRAILS

· PROVIDE SHOP DRAWINGS (REFER TO SECTION 055200)

PROVIDE METAL

ESCUTCHEON AT POST BASE

CORE DRILL & EPOXY SET

6" M

FINISHED GRADE

POST

POST ENLARGEMENT

TOP OF RAMP 26.46

BOTTOM OF RAMP

24.17

1'-6"

4'-0"5'-0"5'-0"5'-0"5'-0"5'-0"4'-0"

3' -0

1'-6"

MIN.

EDGE OF

PAVEMENT

EDGE OF

PAVEMENT OR

WALL FACE

PROVIDE SURFACE

MOUNTED BENCH;

(RE: SECTION 129300);

SURFACE MOUNT PER

MANUFACTURER

RECOMMENDATIONS.

1'-6"

TOP

STEP

SLOPE

LIGHT BROOM

TREAD FINISH

(TYP.)

R1"

2" BATTERED EDGE

STEP ENLARGEMENT

2'-0"

STEPS

SLOPE

PROVIDE HANDRAIL;

(RE: SECTION 055200)

PLANTER WALL BEYOND

(RE: CIVIL GRADING PLANS)

REFER TO TYPICAL

STAIR DETAIL ABOVE

3' -0

1'-6"

BOTTOM

STEP

METAL HANDRAILS

· 1-1/2" DIA.

· HOT-DIPPED GALVANIZED STEEL

· REFER TO SECTION 055200- METAL

HANDRAILS

· PROVIDE SHOP DRAWINGS (REFER

TO SECTION 055200)

CORE DRILL AND EPOXY

SET POSTS (TYP.); SEE

ENLARGEMENT ABOVE

PROVIDE METAL ESCUTCHEON AT

POST BASE

CORE DRILL & EPOXY SET

6" M

FINISHED GRADE

POST

POST ENLARGEMENT

T.O.S. ELEV.

(REFER TO CIVIL

DWGS)

B.O.S. ELEV.

(REFER TO CIVIL

DWGS)

MIN.

PLANTER WALL

FACE

3' -0

A T

1'-6"

TOP

STEP

3' -0

PROVIDE HANDRAIL;

(RE: SECTION 055200)

1% SLOPE (TYP.)

PROVIDE 1-1/2" DIA.

VERTICAL SUPPORT RAILS

(RE: SECTION 055200)

1% SLOPE

LIGHT BROOM

TREAD FINISH

(TYP.)

5.625

R1"

2" BATTERED EDGE

STEP ENLARGEMENT

REFER TO STAIR DETAIL

ABOVE

1'-6"

BOTTOM

STEP

METAL HANDRAILS

· 1-1/2" DIA.

· GALVANIZED STEEL

· REFER TO SECTION 055200- METAL HANDRAILS

· CONTRACTOR TO PROVIDE SHOP DRAWINGS

(REFER TO SECTION 055200)

CORE DRILL AND

EPOXY SET POSTS

(SEE ENLARGEMENT

ABOVE)

PROVIDE METAL ESCUTCHEON AT

POST BASE

CORE DRILL & EPOXY SET

6" M

FINISHED GRADE

POST

POST ENLARGEMENT

B.O.S. 22.47

T.O.S. 26.47

1'-9"5'-0" O.C.5'-0" O.C.5'-0" O.C.5'-0" O.C.5'-0" O.C.3'-3"

28'-0"

MIN.

EDGE OF

PAVEMENT

LF500

Scale:

RAMP HANDRAIL - TYPICALA3 N.T.S.

Scale:

BENCH INSTALLATION - TYPICALD4 N.T.S.

Scale:

HANGAR ENTRANCE STEPS & HANDRAILB4 N.T.S.Scale:

GARAGE ENTRY STEPS & HANDRAILB1 N.T.S.

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

C R

O N

DRAWFORM REVISION: 25 AUGUST 2020

CHK

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

BDR RWB BGB

DLB

Approved by J. Scott Roberts, Asset Management Branch Head & Supervisory Facility Planner, PWD Beaufort, SC via email.

ENGINEERS + SURVEYORS

M M

- M

-A

K, V

, S

P-

M E

H O

KTB/RLH

EJA

DSN

1363603

12/15/2022

01/13/2023

67 8

AS402

AS401

*BASE BID / BID OPTION NOTE:

IF REFERENCED OPTIONS ARE NOT SELECTED,

REFER TO VOLUME 6 DRAWINGS FOR BASE BID ONLY

INFORMATION.

RAMP

15'-0"

LANDING

5'-0"

1'-0"

18 17

STA

E OF F L OR IDA

EG I STER ED A R C H IT

E C T

EIT

H HO

LLOW

A Y

AR93022

ENGINEERS + SURVEYORS

SHEET NOTES:

NOTES:

80'0 10'

1/32" = 1'-0" GRAPHIC SCALE

40' 120'

PLAN

NORTH

1 2 3 4 5

3 4 5

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

D E

P A

R T

M E

N T

O F

T H

E N

A V

P -4

R A

F T

M A

E N

A N

C E

H A

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A R

M E

B A

S E

H O

P T

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F O

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N O

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A C

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C O

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A N

-A T

M C

A S

B E

A U

F O

R T

FP ENGINEER

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

S Y

M D

E S

C R

D A

T E

A P

P R

1363603

DRAWFORM REVISION: 25 AUGUST 2020

NOTE:

IF THIS DRAWING IS LESS THAN 34" X 22"

IT IS A REDUCED SIZE DRAWING

1 2

KTB / RLH

Approved by J. Scott Roberts, Asset Management Branch Head &

Supervisory Facility Planner, PWD

Beaufort, SC via email.

CGM

EJA

DSN

12/15/2022

A ut od es k D oc s:

//2

M F

A T

M ai nt en an ce

H an ga r/2

M ai nt H an ga r_ S ite .rv t

As indicated

A R

C H

C T

U R

A L

E P

A N

G A

R A

N D

O S

F /S

H O

P A

N N

E X

AS100A

EAD MEC BKH

12859348

KEY NOTES 00

1 P475 MAINTENANCE HANGAR. REFER TO VOLUME 2A-2B FOR BUILDING INFORMATION.

2 P475 MAINTENANCE HANGAR - MAIN ENTRANCE.

3 OPERATIONS SUPPORT FACILITY (OSF) / SHOP ANNEX. REFER TO VOLUME 3 FOR

BUILDING INFORMATION. PROVIDE ONLY IF OSF OPTION IS AWARDED.

4 OPERATIONS SUPPORT FACILITY (OSF) / SHOP ANNEX - MAIN ENTRANCE.

5 MECHANICAL YARD. REFER TO VOLUME 3, SHEET OAS401. PROVIDE, AS SHOWN,

ONLY IF OSF OPTION IS AWARDED.

6 RESTRICTED AREA SECURITY FENCE. REFER TO SHEETS CS101-CS104 FOR

ADDITIONAL INFORMATION.

7 DOUBLE TANDEM TURNSTILES. REFER TO SHEETS CS101 AND CS508-CS509 FOR

ADDITIONAL INFORMATION.

HANGAR

O2 STOR

OSF

MECH

YARD

KEYPLAN

PARKING

GARAGE

A REFER TO SHEET AS001 FOR ARCHITECTURAL ABBREVIATIONS AND SYMBOLS.

B ARCHITECTURAL ELEVATIONS FOR GROUND FLOOR TOP OF SLAB IS DEFINED AS 0'-0".

REFER TO CIVIL PLANS CG101-CG104 FOR SLAB ELEVATIONS RELATIVE TO NORTH

AMERICAN VERTICAL DATUM (NAVD) SYSTEM.

C REFER TO VOLUME 2A, SHEET AG101 FOR EXTERIOR SIGNAGE LOCATIONS AND AG504

FOR EXTERIOR SIGNAGE ELEVATIONS AND MOUNTING HEIGHTS.

D REFER TO SHEETS CS103-CS104 FOR SITE LAYOUT, CG103-CG104 FOR GRADING PLANS,

AND CU103-CU104 FOR UTILITY PLANS.

E REFER TO SHEETS LP103-LP104 FOR LANDSCAPE PLANS AND LF101 FOR LANDSCAPE

FURNISHING PLAN.

AS100, VOLUME 3 - OAS401

1/32" = 1'-0"

ARCHITECTURAL SITE PLAN - HANGAR & OSF / SHOP ANNEX

8 RESTRICTED AREA SECURITY FENCE AND SLIDING GATE. REFER TO SHEETS CS102

AND CS510 FOR ADDITIONAL INFORMATION.

9 MECHANICAL EQUIPMENT ONCONCRETE PAD. REFER TO VOLUME 2B, SHEETS

MH101A AND MH101C FOR ADDITIONAL INFORMATION.

10 OXYGEN TANK STORAGE. REFER TO SHEET AS401 FOR ADDITIONAL INFORMATION.

11 FIRE HYDRANT, TYP. REFER TO SHEETS CS103-CS104 FOR ADDITIONAL

INFORMATION.

12 LIGHT POLE, TYP. REFER TO SHEET ES101 FOR ADDITIONAL INFORMATION.

13 LINE OF WORK DISTURBANCE, TYP.

14 33 FOOT SETBACK.

15 EQUIPMENT SCREEN. REFER TO SHEET AS402 FOR ADDITIONAL INFORMATION.

O D

A N

D P

Y A

M E

N D

M E

N T

1/8" = 1'-0" A1

ENLARGED PLAN - MAIN ENTRANCE RAMP

16 ARCHITECTURAL HANDRAIL, REFER TO SHEET LF500 FOR DETAIL.

17 1'-0" MINIMUM HANDRAIL EXTENTION AT TOP AND BOTTOM OF RAMP.

18 REFER TO CIVIL FOR STEP AND RAMP GRADES.

19 REFER TO SHEET LF500 FOR STEP AND HANDRAIL DETAILS.

4' 8' 16'0'

1/8" =1'-0"

01/16/2026

F -7

F -9

AG2

SF1 SF1 SF1

SF1SF1SF1

SF1 SF1 SF1

SF1 SF1 SF1 SF1 SF1 SF1

SF1 SF1 SF1

1 2

AG2

G WP,a

G WP,b G

WP,d

GWP,c

1AHN1-2,4,6

1AHN1-7,9,11

1AHN2-2,4,6

1AHN2-7,9,11

1ALN1-1

1ALN1-2

1ALN2-1

1ALN2-2

1AHN2-21

SS1

SS2

SS6

SS7

1AHN2-20,22,24

1AHN1-20,22,24

6 6

1AHN1-19

1AHN1-21

1AHN2-191ALN1-6

1ALN1-8

1ALN2-6

1ALN2-8

G G

9 10 a a aaa a b bb b b b bb b b

12 12

13 13 aa a a

13 13 cc c c

13 13 dd d d

13 13 c c c c c c ddd d d d

No 64299

STATE OF

S G

RLA BUZ

P R

O F

N S

LA ENG

E E

LICENSE

F LO RIDA

I K

ENGINEERS + SURVEYORS

0 5'

1/8" = 1'-0" GRAPHIC SCALE

10' 20' 30'

PLAN

NORTH

1 2 3 4 5

3 4 5

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

D E

P A

R T

M E

N T

O F

T H

E N

A V

P -4

R A

F T

M A

E N

A N

C E

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A R

M E

B A

S E

H O

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C O

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B E

A U

F O

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, S C

N O

R F

, V A

N A

V A

L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

V A

L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

A N

-A T

M C

A S

B E

A U

F O

R T

FP ENGINEER

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

S Y

M D

E S

C R

D A

T E

A P

P R

1363603

DRAWFORM REVISION: 25 AUGUST 2020

NOTE:

IF THIS DRAWING IS LESS THAN 34" X 22"

IT IS A REDUCED SIZE DRAWING

1 2

KTB / RLH

Approved by J. Scott Roberts, Asset Management Branch Head &

Supervisory Facility Planner, PWD

Beaufort, SC via email.

EJA

DSN

JAS

12/15/2022

A ut od es k D oc s:

//2

M F

A T

M ai nt en an ce

H an ga r/2

F m ai nt H an ga r_ S ite B id O pt io n E

L- R

V T

.rv t

1/8" = 1'-0"

E N

G E

D S

N S

ES401

RLW RLW KLM

12859369

1 HEAVY DUTY, CLASS L, 480V, 3 PHASE, 3 WIRE, 100A,

WEATHERPROOF RECEPTACLE FOR AIRCRAFT SERVICE

EQUIPMENT. MOUNT AT 48"AFF TO BOTTOM. AMPHENOL

#MS90555C44150S IN IP56 ENCLOSURE. ORIENT RECEPTACLE

AT A 45 DEGREE DOWNWARD SLOPE.

2 20A, 125V DUPLEX RECEPTACLE WITH WEATHERPROOF, CAST

ALUMINUM IN-USE COVER.

3 270VDC, 72KW, CONVERTER IN IP56 ENCLOSURE. CONVERTER

SHALL BE EQUIPPED WITH A SINGLE OUTPUT CABLE.

4 2"C - 3#3 + 1#6 GND.

5 1 1/2"C - 3#1/0 + 1#6 GND.

6 ¾” X 10’ LONG COPPER CLAD STEEL DRIVEN GROUND ROD FOR

SHADE STRUCTURE LIGHTNING PROTECTION SYSTEM DOWN

CONDUCTOR. GROUND ROD WILL EXTEND 4" ABOVE THE

FINISHED CONCRETE SURFACE FOR CONDUCTOR

CONNECTION. LIGHTNING PROTECTION SYSTEM IS PROVIDED

WITH SHADE STRUCTURE. LOCATE THE GROUND ROD

IMMEDIATELY ADJACENT TO ONE OF THE SHADE STRUCTURE

COLUMNS, COORDINATE THE INSTALLATION WITH THE

GOVERNMENT.

7 EQUIPMENT MOUNTING RACK. SEE A4/ES505 FOR TYPICAL

DETAIL.

8 TELECOMMUNICATIONS NEMA 4X ENCLOSURE. PROVIDE 20A,

125V DUPLEX RECEPTACLE IN THE ENCLOSURE. COORDINATE

EXACT MOUNTING LOCATION WITH ENCLOSURE INSTALLER.

9 MOUNT FIXTURE TO THE STRUCTURAL STEEL MEMBERS OF

THE SHADE STRUCTURE AT 10'-0" ABOVE THE APRON SURFACE,

AIM FIXTURE TO PROVIDE MAXIMUM ILLUMINATION AT

AIRCRAFT PARKING LOCATION. TYPICAL.

10 ROUTE THE LIGHTING FIXTURE CONDUITS ON THE SHADE

STRUCTURE. FASTEN TO THE STRUCTURAL STEEL ELEMENTS

OF THE SHADE STRUCTURE.

11 6" HIGH REINFORCED CONCRETE PAD WITH 1/2" HIGH BEVEL ON

ALL EDGES. EXTEND PAD 4" BEYOND EQUIPMENT ON ALL

SIDES, COORDINATE THE PAD DIMENSIONS WITH THE

TELECOMMUNICATIONS ENCLOSURE AND DC CONVERTER.

PROVIDE DOWELS TO ANCHOR THE PAD TO THE CONCRETE

APRON. ALL EQUIPMENT SHALL BE RIGIDLY MOUNTED TO THE

CONCRETE PAD WITH EXPANSION TYPE ANCHORS.

12 SHADE STRUCTURE LIGHT FIXTURES WILL BE CONTROLLED VIA

LOCAL ON/OFF SWITCH AND LOCAL OCCUPANCY SENSORS.

13 CEILING-SURFACE MOUNTED, 277V, PASSIVE INFRARED,

OCCUPANCY SENSOR FOR USE IN OUTDOOR WET LOCATION

AND SUITABLE FOR CORROSIVE ENVIRONMENTS. SENSOR

SHALL BE PROGRAMMED AS AUTO ON/ AUTO OFF TIME DELAY

WITH A 30 MINUTE VACANCY TIMEOUT.

1/8" = 1'-0" A1

ELECTRICAL SITE PLAN - SHADE STRUCTURES - SS1, SS2, SS6, SS7

SHEET NOTES

NOTES:

O D

A N

D P

Y A

M E

N D

M E

N T

KEY NOTES

A. ALL EXPOSED CONDUITS WITHIN SHADE STRUCTURES

SHALL BE HOT DIPPED RIGID GALVANIZED STEEL AND ALL

FITTINGS, SUPPORTS AND FASTENERS SHALL BE 316

STAINLESS STEEL.

T T

1AHN1

1ALN1

T-1ALN1

WP,b

WP,a

AG2

SF1 SF1SF1

SF1 SF1 SF1

SF1

1AHN2

1ALN2

T-1ALN2

1 2

WP,d G

SF1 SF1SF1

SF1 SF1 SF1

WP,c

AG2

3 3

1AHN1-8,10,12

1AHN1-13,15,17

1AHN2-8,10,12

1AHN2-13,15,17

1ALN1-3

1ALN1-4

1ALN2-3

1ALN2-4

1AHN1-25

1AHN2-23

1AHN2-25

SS3

SS4

SS8

SS9

1AHN1-26,28,30

1AHN2-26,28,30

1AHN1-23

1ALN1-10

1ALN1-12

1ALN2-10

1ALN2-12

G G

G aa a a

16 16 bb b b

16 16 dd d d

16 16 cc c c

16 16 a a a a b a b a b bb d d d ddd c c c c c c b

No 64299

STATE OF

S G

RLA BUZ

P R

O F

N S

LA ENG

E E

LICENSE

F LO RIDA

I K

ENGINEERS + SURVEYORS

0 5'

1/8" = 1'-0" GRAPHIC SCALE

10' 20' 30'

PLAN

NORTH

1 2 3 4 5

3 4 5

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

D E

P A

R T

M E

N T

O F

T H

E N

A V

P -4

R A

F T

M A

E N

A N

C E

H A

N G

A R

M E

B A

S E

H O

P T

D C

C O

R E

B E

A U

F O

R T

, S C

N O

R F

, V A

N A

V A

L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

V A

L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

A N

-A T

M C

A S

B E

A U

F O

R T

FP ENGINEER

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

S Y

M D

E S

C R

D A

T E

A P

P R

1363603

DRAWFORM REVISION: 25 AUGUST 2020

NOTE:

IF THIS DRAWING IS LESS THAN 34" X 22"

IT IS A REDUCED SIZE DRAWING

1 2

KTB / RLH

Approved by J. Scott Roberts, Asset Management Branch Head &

Supervisory Facility Planner, PWD

Beaufort, SC via email.

EJA

DSN

JAS

12/15/2022

A ut od es k D oc s:

//2

M F

A T

M ai nt en an ce

H an ga r/2

F m ai nt H an ga r_ S ite B id O pt io n E

L- R

V T

.rv t

1/8" = 1'-0"

E N

G E

D S

N S

ES402

RLW RLW KLM

12859370

1/8" = 1'-0"

ELECTRICAL SITE PLAN - SHADE STRUCTURE - SS3, SS4, SS8, SS9

1 HEAVY DUTY, CLASS L, 480V, 3 PHASE, 3 WIRE, 100A,

WEATHERPROOF RECEPTACLE FOR AIRCRAFT SERVICE

EQUIPMENT. MOUNT AT 48"AFF TO BOTTOM. AMPHENOL

#MS90555C44150S IN IP56 ENCLOSURE. ORIENT RECEPTACLE

AT A 45 DEGREE DOWNWARD SLOPE.

2 20A, 125V DUPLEX RECEPTACLE WITH WEATHERPROOF, CAST

ALUMINUM IN-USE COVER.

3 270VDC, 72KW CONVERTER IN IP56 ENCLOSURE. CONVERTER

WILL BE EQUIPPED WITH A SINGLE OUTPUT CABLE.

4 2"C - 3#3 + 1#6 GND.

5 1 1/2"C - 3#1/0 + 1#6 GND.

6 ¾” X 10’ LONG COPPER CLAD STEEL DRIVEN GROUND ROD FOR

SHADE STRUCTURE LIGHTNING PROTECTION SYSTEM DOWN

CONDUCTOR. GROUND ROD WILL EXTEND 4" ABOVE THE

FINISHED CONCRETE SURFACE FOR CONDUCTOR

CONNECTION. LIGHTNING PROTECTION SYSTEM IS PROVIDED

WITH SHADE STRUCTURE. LOCATE THE GROUND ROD

IMMEDIATELY ADJACENT TO ONE OF THE SHADE STRUCTURE

COLUMNS, COORDINATE THE INSTALLATION WITH THE

GOVERNMENT.

7 MOUNT FIXTURE TO STRUCTURE ABOVE IN LINE WITH OTHER

LIGHT FIXTURES. CURRENT LOCATION IS FOR VISUAL CLARITY

ONLY.

8 EQUIPMENT MOUNTING RACK. SEE B4/ES505 FOR TYPICAL

DETAIL.

9 EQUIPMENT MOUNTING RACK. SEE A4/ES505 FOR TYPICAL

DETAIL.

10 TELECOMMUNICATIONS NEMA 4X ENCLOSURE. PROVIDE 20A,

125V DUPLEX RECEPTACLE IN THE ENCLOSURE. COORDINATE

EXACT MOUNTING LOCATION WITH ENCLOSURE INSTALLER.

11 MOUNT FIXTURE TO THE STRUCTURAL STEEL MEMBERS OF

THE SHADE STRUCTURE AT 10'-0" ABOVE THE APRON SURFACE,

AIM FIXTURE TO PROVIDE MAXIMUM ILLUMINATION AT

AIRCRAFT PARKING LOCATION. TYPICAL.

12 ROUTE THE LIGHTING FIXTURE CONDUITS ON THE SHADE

STRUCTURE. FASTEN TO THE STRUCTURAL STEEL ELEMENTS

OF THE SHADE STRUCTURE.

13 6" HIGH REINFORCED CONCRETE PAD WITH 1/2" HIGH BEVEL ON

ALL EDGES. EXTEND PAD 4" BEYOND EQUIPMENT ON ALL

SIDES, COORDINATE THE PAD DIMENSIONS WITH THE

TELECOMMUNICATIONS ENCLOSURE AND DC CONVERTER.

PROVIDE DOWELS TO ANCHOR THE PAD TO THE CONCRETE

APRON. ALL EQUIPMENT SHALL BE RIGIDLY MOUNTED TO THE

CONCRETE PAD WITH EXPANSION TYPE ANCHORS.

14 4" HIGH CONCRETE HOUSEKEEPING PAD. EXTEND 4" BEYOND

EQUIPMENT ON ALL EXPOSED EDGES AND PROVIDE 1/2" BEVEL.

APPLY TWO COATS OF SAFETY YELLOW PAINT ON ALL

EXPOSED SURFACES.

15 SHADE STRUCTURE LIGHT FIXTURES WILL BE CONTROLLED VIA

LOCAL ON/OFF SWITCH AND LOCAL OCCUPANCY SENSORS.

16 CEILING-SURFACE MOUNTED, 277V, PASSIVE INFRARED,

OCCUPANCY SENSOR FOR USE IN OUTDOOR WET LOCATION

AND SUITABLE FOR CORROSIVE ENVIRONMENTS. SENSOR WILL

BE PROGRAMMED AS AUTO ON/ AUTO OFF TIME DELAY WITH A

30 MINUTE VACANCY TIMEOUT.

SHEET NOTES

NOTES:

O D

A N

D P

Y A

M E

N D

M E

N T

KEY NOTES 00

A. ALL EXPOSED CONDUITS WITHIN SHADE STRUCTURES

SHALL BE HOT DIPPED RIGID GALVANIZED STEEL AND ALL

FITTINGS, SUPPORTS AND FASTENERS SHALL BE 316

STAINLESS STEEL.

F -4

F -5

AG2

SF1 SF1 SF1

SF1

SF1 SF1

SF1SF1

SF1 SF1 SF1SF1 SF1 SF1

SF1

SF1 SF1

SF1 SF1 SF1

2 1 2

AG2

G WP,b

G WP,a

G WP,d

1AHN3-2,4,6

1AHN3-7,9,114

1AHN4-2,4,6

1AHN4-7,9,11

1ALN3-1

1ALN3-2

1ALN4-1

1ALN4-2

1AHN4-19

1AHN4-21

SS11

SS12

SS16

SS17

1AHN3-20,22,24

1AHN4-20,22,24

6 6

1AHN3-21

1AHN3-19

1ALN3-6

1ALN3-8

1ALN4-6

1ALN4-8

G G

G aa a a

13 13 bb b b

13 13 dd d d

13 13 bb b b

13 13 a a b a a a a b b bbb d d d d d d

No 64299

STATE OF

S G

RLA BUZ

P R

O F

N S

LA ENG

E E

LICENSE

F LO RIDA

I K

ENGINEERS + SURVEYORS

0 5'

1/8" = 1'-0" GRAPHIC SCALE

10' 20' 30'

PLAN

NORTH

1 2 3 4 5

3 4 5

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

D E

P A

R T

M E

N T

O F

T H

E N

A V

P -4

R A

F T

M A

E N

A N

C E

H A

N G

A R

M E

B A

S E

H O

P T

D C

C O

R E

B E

A U

F O

R T

, S C

N O

R F

, V A

N A

V A

L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

V A

L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

A N

-A T

M C

A S

B E

A U

F O

R T

FP ENGINEER

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

S Y

M D

E S

C R

D A

T E

A P

P R

1363603

DRAWFORM REVISION: 25 AUGUST 2020

NOTE:

IF THIS DRAWING IS LESS THAN 34" X 22"

IT IS A REDUCED SIZE DRAWING

1 2

KTB / RLH

Approved by J. Scott Roberts, Asset Management Branch Head &

Supervisory Facility Planner, PWD

Beaufort, SC via email.

EJA

DSN

JAS

12/15/2022

A ut od es k D oc s:

//2

M F

A T

M ai nt en an ce

H an ga r/2

F m ai nt H an ga r_ S ite B id O pt io n E

L- R

V T

.rv t

1/8" = 1'-0"

E N

G E

D S

N S

ES403

RLW RLW KLM

12859371

1991/8" = 1'-0" A1

ELECTRICAL SITE PLAN - TYPICAL SHADE STRUCTURES - SS11, SS12, SS16, SS17

KEY NOTES 00

NOTES:

1 HEAVY DUTY, CLASS L, 480V, 3 PHASE, 3 WIRE, 100A,

WEATHERPROOF RECEPTACLE FOR AIRCRAFT SERVICE

EQUIPMENT. MOUNT AT 48"AFF TO BOTTOM. AMPHENOL

#MS90555C44150S IN NEMA 4X STAINLESS STEEL ENCLOSURE.

ORIENT RECEPTACLE AT A 45 DEGREE DOWNWARD SLOPE.

2 20A, 125V DUPLEX RECEPTACLE WITH WEATHERPROOF, CAST

ALUMINUM IN-USE COVER.

3 270VDC, 72KW CONVERTER IN IP55 ENCLOSURE. CONVERTER

SHALL BE EQUIPPED WITH A SINGLE OUTPUT CABLE.

4 2"C - 3#3 + 1#6 GND.

5 1 1/2"C -3#1/0 + 1#6 GND.

6 ¾” X 10’ LONG COPPER CLAD STEEL DRIVEN GROUND ROD FOR

SHADE STRUCTURE LIGHTNING PROTECTION SYSTEM DOWN

CONDUCTOR. GROUND ROD WILL EXTEND 4" ABOVE THE

FINISHED CONCRETE SURFACE FOR CONDUCTOR

CONNECTION. LIGHTNING PROTECTION SYSTEM IS PROVIDED

WITH SHADE STRUCTURE. LOCATE THE GROUND ROD

IMMEDIATELY ADJACENT TO ONE OF THE SHADE STRUCTURE

COLUMNS, COORDINATE THE INSTALLATION WITH THE

GOVERNMENT.

7 EQUIPMENT MOUNTING RACK. SEE A4/ES505 FOR TYPICAL

DETAIL.

8 TELECOMMUNICATIONS NEMA 4X ENCLOSURE. PROVIDE 20A,

125V DUPLEX RECEPTACLE IN THE ENCLOSURE. COORDINATE

EXACT MOUNTING LOCATION WITH ENCLOSURE INSTALLER.

9 MOUNT FIXTURE TO THE STRUCTURAL STEEL MEMBERS OF

THE SHADE STRUCTURE AT 10'-0" ABOVE THE APRON SURFACE,

AIM FIXTURE TO PROVIDE MAXIMUM ILLUMINATION AT

AIRCRAFT PARKING LOCATION. TYPICAL.

10 ROUTE THE LIGHTING FIXTURE CONDUITS ON THE SHADE

STRUCTURE. FASTEN TO THE STRUCTURAL STEEL ELEMENTS

OF THE SHADE STRUCTURE.

11 6" HIGH REINFORCED CONCRETE PAD WITH 1/2" HIGH BEVEL ON

ALL EDGES. EXTEND PAD 4" BEYOND EQUIPMENT ON ALL

SIDES, COORDINATE THE PAD DIMENSIONS WITH THE

TELECOMMUNICATIONS ENCLOSURE AND DC CONVERTER.

PROVIDE DOWELS TO ANCHOR THE PAD TO THE CONCRETE

APRON. ALL EQUIPMENT WILL BE RIGIDLY MOUNTED TO THE

CONCRETE PAD WITH EXPANSION TYPE ANCHORS.

12 SHADE STRUCTURE LIGHT FIXTURES WILL BE CONTROLLED VIA

LOCAL ON/OFF SWITCH AND LOCAL OCCUPANCY SENSORS.

13 CEILING-SURFACE MOUNTED, 277V, PASSIVE INFRARED,

OCCUPANCY SENSOR FOR USE IN OUTDOOR WET LOCATION

AND SUITABLE FOR CORROSIVE ENVIRONMENTS. SENSOR WILL

BE PROGRAMMED AS AUTO ON/ AUTO OFF TIME DELAY WITH A

30 MINUTE VACANCY TIMEOUT.

O D

A N

D P

Y A

M E

N D

M E

N T

A. ALL EXPOSED CONDUITS WITHIN SHADE STRUCTURES

SHALL BE HOT DIPPED RIGID GALVANIZED STEEL AND ALL

FITTINGS, SUPPORTS AND FASTENERS SHALL BE 316

STAINLESS STEEL.

SHEET NOTES

T T

1AHN3

T-1ALN3

1ALN3

1AHN4

T-1ALN4

1ALN4

12 1

AG2

SF1

SF1SF1

SF1

SF1 SF1 SF1

SF1SF1SF1 WP,d

SF1

SF1 SF1

SF1

WP,c

SF1SF1SF1

AG2

G WP,b

1AHN3-8,10,12

1AHN3-13,15,17

1AHN4-8,10,12

1AHN4-13,15,17

1ALN3-3

1ALN3-4

1ALN4-3

1ALN4-4

1AHN3-25

1AHN4-23

1AHN4-25

SS13

SS14

SS18

SS19

1AHN3-26,28,30 1AHN4-26,28,30

6 6

1AHN3-23

1ALN4-10

1ALN4-12

1ALN3-10

1ALN3-12

G G

G aa a a

16 16 bb b b

16 16 dd d d

16 16 cc c c

16 16 a a a a b a b a b b b b d d d ddd c c ccc c

No 64299

STATE OF

S G

RLA BUZ

P R

O F

N S

LA ENG

E E

LICENSE

F LO RIDA

I K

ENGINEERS + SURVEYORS

0 5'

1/8" = 1'-0" GRAPHIC SCALE

10' 20' 30'

PLAN

NORTH

1 2 3 4 5

3 4 5

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

D E

P A

R T

M E

N T

O F

T H

E N

A V

P -4

R A

F T

M A

E N

A N

C E

H A

N G

A R

M E

B A

S E

H O

P T

D C

C O

R E

B E

A U

F O

R T

, S C

N O

R F

, V A

N A

V A

L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

V A

L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

A N

-A T

M C

A S

B E

A U

F O

R T

FP ENGINEER

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

S Y

M D

E S

C R

D A

T E

A P

P R

1363603

DRAWFORM REVISION: 25 AUGUST 2020

NOTE:

IF THIS DRAWING IS LESS THAN 34" X 22"

IT IS A REDUCED SIZE DRAWING

1 2

KTB / RLH

Approved by J. Scott Roberts, Asset Management Branch Head &

Supervisory Facility Planner, PWD

Beaufort, SC via email.

EJA

DSN

JAS

12/15/2022

A ut od es k D oc s:

//2

M F

A T

M ai nt en an ce

H an ga r/2

F m ai nt H an ga r_ S ite B id O pt io n E

L- R

V T

.rv t

1/8" = 1'-0"

E N

G E

D S

N S

ES404

RLW RLW KLM

12859372

1/8" = 1'-0"

ELECTRICAL SITE PLAN - SHADE STRUCTURES - SS13, SS14, SS18, SS19

KEY NOTES 00

NOTES:

1 HEAVY DUTY, CLASS L, 480V, 3 PHASE, 3 WIRE, 100A,

WEATHERPROOF RECEPTACLE FOR AIRCRAFT SERVICE

EQUIPMENT. MOUNT AT 48"AFF TO BOTTOM. AMPHENOL

#MS90555C44150S IN IP56 ENCLOSURE. ORIENT RECEPTACLE

AT A 45 DEGREE DOWNWARD SLOPE.

2 20A, 125V DUPLEX RECEPTACLE WITH WEATHERPROOF, CAST

ALUMINUM IN-USE COVER.

3 270VDC, 72KW CONVERTER IN IP56 ENCLOSURE. CONVERTER

WILL BE EQUIPPED WITH A SINGLE OUTPUT CABLE.

4 2"C - 3#3 + 1#6 GND.

5 1 1/2"C -3#1/0 + 1#6 GND.

6 ¾” X 10’ LONG COPPER CLAD STEEL DRIVEN GROUND ROD FOR

SHADE STRUCTURE LIGHTNING PROTECTION SYSTEM DOWN

CONDUCTOR. GROUND ROD WILL EXTEND 4" ABOVE THE

FINISHED CONCRETE SURFACE FOR CONDUCTOR

CONNECTION. LIGHTNING PROTECTION SYSTEM IS PROVIDED

WITH SHADE STRUCTURE. LOCATE THE GROUND ROD

IMMEDIATELY ADJACENT TO ONE OF THE SHADE STRUCTURE

COLUMNS, COORDINATE THE INSTALLATION WITH THE

GOVERNMENT.

7 MOUNT FIXTURE TO STRUCTURE ABOVE IN LINE WITH OTHER

LIGHT FIXTURES. CURRENT LOCATION IS FOR VISUAL CLARITY

ONLY.

8 EQUIPMENT MOUNTING RACK. SEE A4/ES505 FOR TYPICAL

DETAIL.

9 EQUIPMENT MOUNTING RACK. SEE B4/ES505 FOR TYPICAL

DETAIL.

10 TELECOMMUNICATIONS NEMA 4X ENCLOSURE. PROVIDE 20A,

125V DUPLEX RECEPTACLE IN THE ENCLOSURE. COORDINATE

EXACT MOUNTING LOCATION WITH ENCLOSURE INSTALLER.

11 MOUNT FIXTURE TO THE STRUCTURAL STEEL MEMBERS OF

THE SHADE STRUCTURE AT 10'-0" ABOVE THE APRON SURFACE,

AIM FIXTURE TO PROVIDE MAXIMUM ILLUMINATION AT

AIRCRAFT PARKING LOCATION. TYPICAL.

12 ROUTE THE LIGHTING FIXTURE CONDUITS ON THE SHADE

STRUCTURE. FASTEN TO THE STRUCTURAL STEEL ELEMENTS

OF THE SHADE STRUCTURE.

13 6" HIGH REINFORCED CONCRETE PAD WITH 1/2" HIGH BEVEL ON

ALL EDGES. EXTEND PAD 4" BEYOND EQUIPMENT ON ALL

SIDES, COORDINATE THE PAD DIMENSIONS WITH THE

TELECOMMUNICATIONS ENCLOSURE AND DC CONVERTER.

PROVIDE DOWELS TO ANCHOR THE PAD TO THE CONCRETE

APRON. ALL EQUIPMENT WILL BE RIGIDLY MOUNTED TO THE

CONCRETE PAD WITH EXPANSION TYPE ANCHORS.

14 4" HIGH CONCRETE HOUSEKEEPING PAD. EXTEND 4" BEYOND

EQUIPMENT ON ALL EXPOSED EDGES AND PROVIDE 1/2" BEVEL.

APPLY TWO COATS OF SAFETY YELLOW PAINT ON ALL

EXPOSED SURFACES.

15 SHADE STRUCTURE LIGHT FIXTURES WILL BE CONTROLLED VIA

LOCAL ON/OFF SWITCH AND LOCAL OCCUPANCY SENSORS.

16 CEILING-SURFACE MOUNTED, 277V, PASSIVE INFRARED,

OCCUPANCY SENSOR FOR USE IN OUTDOOR WET LOCATION

AND SUITABLE FOR CORROSIVE ENVIRONMENTS. SENSOR WILL

BE PROGRAMMED AS AUTO ON/ AUTO OFF TIME DELAY WITH A

30 MINUTE VACANCY TIMEOUT.

O D

A N

D P

Y A

M E

N D

M E

N T

A. ALL EXPOSED CONDUITS WITHIN SHADE STRUCTURES

SHALL BE HOT DIPPED RIGID GALVANIZED STEEL AND ALL

FITTINGS, SUPPORTS AND FASTENERS SHALL BE 316

STAINLESS STEEL.

SHEET NOTES

SF1 SF1

SF1

SF1SF1SF1 SF1 SF1 SF1

SF1SF1SF1

AG2

WP,a

WP,b

1AHN1-14,16,18

1AHN2-14,16,18

1ALN1-5

1ALN2-5

1AHN1-27

WP WP

SS5

SS10

4 4

1AHN2-27

1ALN1-14

1ALN2-14

G G aa a a

11 11 bb b b

11 11 a a a aa a b b b b b b

No 64299

STATE OF

S G

RLA BUZ

P R

O F

N S

LA ENG

E E

LICENSE

F LO RIDA

I K

ENGINEERS + SURVEYORS

0 5'

1/8" = 1'-0" GRAPHIC SCALE

10' 20' 30'

PLAN

NORTH

1 2 3 4 5

3 4 5

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

D E

P A

R T

M E

N T

O F

T H

E N

A V

P -4

R A

F T

M A

E N

A N

C E

H A

N G

A R

M E

B A

S E

H O

P T

D C

C O

R E

B E

A U

F O

R T

, S C

N O

R F

, V A

N A

V A

L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

V A

L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

A N

-A T

M C

A S

B E

A U

F O

R T

FP ENGINEER

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

S Y

M D

E S

C R

D A

T E

A P

P R

1363603

DRAWFORM REVISION: 25 AUGUST 2020

NOTE:

IF THIS DRAWING IS LESS THAN 34" X 22"

IT IS A REDUCED SIZE DRAWING

1 2

KTB / RLH

Approved by J. Scott Roberts, Asset Management Branch Head &

Supervisory Facility Planner, PWD

Beaufort, SC via email.

EJA

DSN

JAS

12/15/2022

A ut od es k D oc s:

//2

M F

A T

M ai nt en an ce

H an ga r/2

F m ai nt H an ga r_ S ite B id O pt io n E

L- R

V T

.rv t

1/8" = 1'-0"

E N

G E

D S

N S

ES405

RLW RLW KLM

12859373

1/8" = 1'-0" A1

ELECTRICAL SITE PLAN - TYPICAL SHADE STRUCTURES - SS5, SS10

KEY NOTES 00

NOTES:

1 HEAVY DUTY, CLASS L, 480V, 3 PHASE, 3 WIRE, 100A,

WEATHERPROOF RECEPTACLE FOR AIRCRAFT SERVICE

EQUIPMENT. MOUNT AT 48"AFF TO BOTTOM. AMPHENOL

#MS90555C44150S IN IP56 ENCLOSURE. ORIENT RECEPTACLE

AT A 45 DEGREE DOWNWARD SLOPE.

2 20A, 125V DUPLEX RECEPTACLE WITH WEATHERPROOF, CAST

ALUMINUM IN-USE COVER.

3 2"C - 3#3 + 1#6 GND.

4 ¾” X 10’ LONG COPPER CLAD STEEL DRIVEN GROUND ROD FOR

SHADE STRUCTURE LIGHTNING PROTECTION SYSTEM DOWN

CONDUCTOR. GROUND ROD WILL EXTEND 4" ABOVE THE

FINISHED CONCRETE SURFACE FOR CONDUCTOR

CONNECTION. LIGHTNING PROTECTION SYSTEM IS PROVIDED

WITH SHADE STRUCTURE. LOCATE THE GROUND ROD

IMMEDIATELY ADJACENT TO ONE OF THE SHADE STRUCTURE

COLUMNS, COORDINATE THE INSTALLATION WITH THE

GOVERNMENT.

5 EQUIPMENT MOUNTING RACK. SEE A4/ES505 FOR TYPICAL

DETAIL.

6 TELECOMMUNICATIONS NEMA 4X ENCLOSURE. PROVIDE 20A,

125V DUPLEX RECEPTACLE IN THE ENCLOSURE. COORDINATE

EXACT MOUNTING LOCATION WITH ENCLOSURE INSTALLER.

7 MOUNT FIXTURE TO THE STRUCTURAL STEEL MEMBERS OF

THE SHADE STRUCTURE AT 10'-0" ABOVE THE APRON SURFACE,

AIM FIXTURE TO PROVIDE MAXIMUM ILLUMINATION AT

AIRCRAFT PARKING LOCATION. TYPICAL.

8 ROUTE THE LIGHTING FIXTURE CONDUITS ON THE SHADE

STRUCTURE. FASTEN TO THE STRUCTURAL STEEL ELEMENTS

OF THE SHADE STRUCTURE.

9 6" HIGH REINFORCED CONCRETE PAD WITH 1/2" HIGH BEVEL ON

ALL EDGES. EXTEND PAD 4" BEYOND EQUIPMENT ON ALL

SIDES, COORDINATE THE PAD DIMENSIONS WITH THE

TELECOMMUNICATIONS ENCLOSURE AND DC CONVERTER.

PROVIDE DOWELS TO ANCHOR THE PAD TO THE CONCRETE

APRON. ALL EQUIPMENT WILL BE RIGIDLY MOUNTED TO THE

CONCRETE PAD WITH EXPANSION TYPE ANCHORS.

10 SHADE STRUCTURE LIGHT FIXTURES WILL BE CONTROLLED VIA

LOCAL ON/OFF SWITCH AND LOCAL OCCUPANCY SENSORS.

11 CEILING-SURFACE MOUNTED, 277V, PASSIVE INFRARED,

OCCUPANCY SENSOR FOR USE IN OUTDOOR WET LOCATION

AND SUITABLE FOR CORROSIVE ENVIRONMNETS. SENSOR

SHALL BE PROGRAMMED AS AUTO ON/ AUTO OFF TIME DELAY

WITH A 30 MINUTE VACANCY TIMEOUT.

O D

A N

D P

Y A

M E

N D

M E

N T

A. ALL EXPOSED CONDUITS WITHIN SHADE STRUCTURES

SHALL BE HOT DIPPED RIGID GALVANIZED STEEL AND ALL

FITTINGS, SUPPORTS AND FASTENERS SHALL BE 316

STAINLESS STEEL.

SHEET NOTES

E E

W68

W70

2 1/2" GAS

4" CW

SF1

SF1 SF1 SF1

SF1 SF1

SF1SF1SF1

AG2

G WP,a GWP,b

1AHN3-14,16,18

1AHN4-14,16,18

4 4

1ALN3-5

1ALN4-5

1AHN3-27 1AHN4-27

SS15

SS20

5 5

1ALN3-14 1ALN4-14

G G aa a a

27 27 bb b b

27 27 a a a a a a b b b bbb

1HELE1-11

1HELE1-13

1HBHNSB1

1HFLN3-32

GEN-1

FRONT

No 64299

STATE OF

S G

RLA BUZ

P R

O F

N S

LA ENG

E E

LICENSE

F LO RIDA

I K

ENGINEERS + SURVEYORS

0 5'

1/8" = 1'-0" GRAPHIC SCALE

10' 20' 30'

1 2 3 4 5

3 4 5

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

D E

P A

R T

M E

N T

O F

T H

E N

A V

P -4

R A

F T

M A

E N

A N

C E

H A

N G

A R

M E

B A

S E

H O

P T

D C

C O

R E

B E

A U

F O

R T

, S C

N O

R F

, V A

N A

V A

L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

V A

L F

A C

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E E

G S

Y S

T E

M S

C O

M M

A N

-A T

M C

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B E

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FP ENGINEER

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

S Y

M D

E S

C R

D A

T E

A P

P R

1363603

DRAWFORM REVISION: 25 AUGUST 2020

NOTE:

IF THIS DRAWING IS LESS THAN 34" X 22"

IT IS A REDUCED SIZE DRAWING

1 2

KTB / RLH

Approved by J. Scott Roberts, Asset Management Branch Head &

Supervisory Facility Planner, PWD

Beaufort, SC via email.

EJA

DSN

JAS

12/15/2022

A ut od es k D oc s:

//2

M F

A T

M ai nt en an ce

H an ga r/2

F m ai nt H an ga r_ S ite B id O pt io n E

L- R

V T

.rv t

1/8" = 1'-0"

E N

G E

D S

N S

ES406

RLW RLW KLM

12859374

1/8" = 1'-0" A1

ELECTRICAL SITE PLAN - TYPICAL SHADE STRUCTURES - SS15, SS20

KEY NOTES 00

NOTES:

1 HEAVY DUTY, CLASS L, 480V, 3 PHASE, 3 WIRE, 100A,

WEATHERPROOF RECEPTACLE FOR AIRCRAFT SERVICE

EQUIPMENT. MOUNT AT 48"AFF TO BOTTOM. AMPHENOL

#MS90555C44150S IN IP56 ENCLOSURE. ORIENT RECEPTACLE AT

A 45 DEGREE DOWNWARD SLOPE.

2 20A, 125V DUPLEX RECEPTACLE WITH WEATHERPROOF, CAST

ALUMINUM IN-USE COVER.

3 EQUIPMENT MOUNTING RACK. SEE A4/ES505 FOR TYPICAL

DETAIL.

4 2"C - 3#3 + 1#6 GND.

5 ¾” X 10’ LONG COPPER CLAD STEEL DRIVEN GROUND ROD FOR

SHADE STRUCTURE LIGHTNING PROTECTION SYSTEM DOWN

CONDUCTOR. GROUND ROD WILL EXTEND 4" ABOVE THE

FINISHED CONCRETE SURFACE FOR CONDUCTOR CONNECTION.

LIGHTNING PROTECTION SYSTEM IS PROVIDED WITH SHADE

STRUCTURE. LOCATE THE GROUND ROD IMMEDIATELY

ADJACENT TO ONE OF THE SHADE STRUCTURE COLUMNS,

COORDINATE THE INSTALLATION WITH THE GOVERNMENT.

6 TELECOMMUNICATIONS NEMA 4X ENCLOSURE. PROVIDE 20A,

125V DUPLEX RECEPTACLE IN THE ENCLOSURE. COORDINATE

EXACT MOUNTING LOCATION WITH ENCLOSURE INSTALLER.

7 MOUNT FIXTURE TO THE STRUCTURAL STEEL MEMBERS OF THE

SHADE STRUCTURE AT 10'-0" ABOVE THE APRON SURFACE, AIM

FIXTURE TO PROVIDE MAXIMUM ILLUMINATION AT AIRCRAFT

PARKING LOCATION. TYPICAL.

8 ROUTE THE LIGHTING FIXTURE CONDUITS ON THE SHADE

STRUCTURE. FASTEN TO THE STRUCTURAL STEEL ELEMENTS

OF THE SHADE STRUCTURE.

9 EXTEND TO BOTTOM OF ATS-E1 AND ATS-O1. SEE A1/EP401 IN

VOLUME 2B FOR LOCATION. SEE SHEET EP602 IN VOLUME 2B

FOR SINGLE LINE DIAGRAM.

10 2" SCHEDULE 80 PVC CONDUIT FOR GENERATOR REMOTE

ALARM PANEL WIRING, BURY AT 24" BELOW FINISHED GRADE.

SEE SHEET EP602 IN VOLUME 2B FOR ADDITIONAL

INFORMATION.

1/8" = 1'-0" C1

ENLARGED GENERATOR EQUIPMENT YARD

PLAN

NORTH

11 ATS- E1 AND ATS-O1 NEMA 4X ENCLOSED CIRCUIT BREAKERS

MOUNTED ABOVE WEATHERPROOF TAP GUTTER AT 72" ABOVE

EQUIPMENT YARD CONCRETE SLAB TO TOP.. SEE SHEET EP602

IN VOLUME 2 FOR ADDITIONAL INFORMATION AND CONNECTION

REQUIREMENTS.

12 LOAD BANK QUICK CONNECT NEMA 4X CABINET. SEE SHEET

EP602 IN VOLUME 2 FOR ADDITIONAL INFORMATION AND

CONNECTION REQUIREMENTS.

13 SEE B1/ES501 FOR GENERATOR PAD DETAIL.

14 CONNECTION TO GENERATOR BLOCK HEATER. FED FROM THE

HANGAR BUILDING.

15 CONNECTION TO GENERATOR BATTERY CHARGER. FED FROM

THE HANGAR BUILDING.

16 UNDERGROUND FEEDER BETWEEN CIRCUIT BREAKER

CB-ATS-O1 AND ATS-O1. BURY AT 24" BELOW FINISHED GRADE.

PROVIDE 3" OF CONCRETE ALL AROUND CONDUIT. SEE SHEET

EP602 IN VOLUME 2 FOR CONDUIT AND WIRE SIZE.

17 CONNECTION TO CHILLER CH/1 CONTROL PANEL. FED FROM

THE HANGAR BUILDING.

18 CONNECTION TO CHILLER CH/1. FED FROM THE HANGAR

BUILDING.

19 SEE SHEET EP601 IN VOLUME 2B FOR CONDUIT AND WIRE SIZE.

20 UNDERGROUND FEEDER BETWEEN GENERATOR AND TAP

GUTTER. BURY AT 24" BELOW FINISHED GRADE. SEE SHEET

EP602 IN VOLUME 2B FOR CONDUIT AND WIRE SIZE.

21 UNDERGROUND FEEDER BETWEEN CIRCUIT BREAKER

CB-ATS-E1 AND ATS-E1. BURY AT 24" BELOW FINISHED GRADE.

PROVIDE 3" OF CONCRETE ALL AROUND CONDUIT. SEE SHEET

EP602 IN VOLUME 2B FOR CONDUIT AND WIRE SIZE.

22 1"C - (2)#10 + (1)#10 GND. WIRE SIZE WAS INCREASED DUE TO

VOLTAGE DROP.

23 4" HIGH CONCRETE HOUSEKEEPING PAD. EXTEND 4" BEYOND

EQUIPMENT ON ALL EXPOSED EDGES AND PROVIDE 1/2" BEVEL.

APPLY TWO COATS OF SAFETY YELLOW PAINT ON ALL EXPOSED

SURFACES.

24 UNDERGROUND FEEDER BETWEEN GENERATOR AND LOAD

BANK QUICK CONNECT. BURY AT 24" BELOW FINISHED GRADE.

SEE SHEET EP602 IN VOLUME 2B FOR CONDUIT AND WIRE SIZE.

25 6" HIGH REINFORCED CONCRETE PAD WITH 1/2" HIGH BEVEL ON

ALL EDGES. EXTEND PAD 4" BEYOND EQUIPMENT ON ALL SIDES,

COORDINATE THE PAD DIMENSIONS WITH THE

TELECOMMUNICATIONS ENCLOSURE AND DC CONVERTER.

PROVIDE DOWELS TO ANCHOR THE PAD TO THE CONCRETE

APRON. ALL EQUIPMENT WILL BE RIGIDLY MOUNTED TO THE

CONCRETE PAD WITH EXPANSION TYPE ANCHORS.

26 SHADE STRUCTURE LIGHT FIXTURES WILL BE CONTROLLED VIA

LOCAL ON/OFF SWITCH AND LOCAL OCCUPANCY SENSORS.

27 CEILING-SURFACE MOUNTED, 277V, PASSIVE INFRARED,

OCCUPANCY SENSOR FOR USE IN OUTDOOR WET LOCATION

AND SUITABLE FOR CORROSIVE ENVIRONMENTS. SENSOR WILL

BE PROGRAMMED AS AUTO ON/ AUTO OFF TIME DELAY WITH A

30 MINUTE VACANCY TIMEOUT.

O D

A N

D P

Y A

M E

N D

M E

N T

A. ALL EXPOSED CONDUITS WITHIN SHADE STRUCTURES

SHALL BE HOT DIPPED RIGID GALVANIZED STEEL AND ALL

FITTINGS, SUPPORTS AND FASTENERS SHALL BE 316

STAINLESS STEEL.

SHEET NOTES

WIDTH AS

REQUIRED

TYPICAL

PANELBOARD

APRON

DECK

PROVIDE 4" SQUARE X 0.25" CAP

WELDED TO THE TOP OF POST,

GRIND ALL EDGES SMOOTH.

NEMA 4X

480V

PANELBOARD

NEMA 4X

15…

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 Feb 4, 2026.