NOAA OMAO Amendment 0006_Drawings.pdf

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Attached to
NOAA OMAO Ship and Support Facility Relocation, Naval Station Newport, Newport, Rhode Island
Solicitation number
N4008523R2527
Issued by

About this file

This document package includes construction drawings and specifications for a federal contract opportunity to relocate a NOAA ship and support facility at Naval Station Newport in Rhode Island. Key details include the scope of work to construct improvements to a pier landing area including a parking area, fencing, gates, walkways, and landscaping. Site utilities such as power and telecommunications are also specified. The opportunity is available through the PIEE Solicitation Module Link for solicitation number N4008523R2527 issued by the Department of the Navy Naval Facilities Engineering Command. The drawings and specifications provide requirements for general construction, civil, landscape, and electrical work. Bidders should review all applicable documents for full requirement details.

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Other files

File Type Posted
Amendment 0013.pdf PDF
Amendment 0012.pdf PDF
Amendment 0011.pdf PDF
NOAA OMAO Drawings_07242023.pdf PDF
NOAA OMAO Drawings_07202023.pdf PDF
Amendment 0010.pdf PDF
Amendment 0009.pdf PDF
NOAA OMAO Amendment 0009_Drawings_06152023.pdf PDF
NOAA OMAO Amendment 0009_Drawings_06062023.pdf PDF
NOAA OMAO Amendment 0009_Specs.pdf PDF
Amendment 0008.pdf PDF
Attachment H - Price Proposal Form R4.docx DOCX document
NOAA OMAO Amendment 0007_Drawings.pdf PDF
Amendment 0007.pdf PDF
Section -31 23 00.00 20.pdf PDF
Attachment H - Price Proposal Form R3.docx DOCX document
NOAA OMAO Amendment 0006_Specifications.pdf PDF
Amendment 0006.pdf PDF
NOAA OMAO Amendment 0003_Drawings_04172023.pdf PDF
NOAA Site Visit 2 Log.pdf PDF
NOAA OMAO Amendment 0003_Specifications_04172023.pdf PDF
Amendment 0005.pdf PDF
Amendment 0004.pdf PDF
Amendment 0003.pdf PDF
NOAA OMAO Amendment 0002_Specifications.pdf PDF
Attachment H - Price Proposal Form R2 .docx DOCX document
NOAA OMAO Amendment 0002_Drawings.pdf PDF
Amendment 0002.pdf PDF
NOAA OMAO Amendment 0001_Specifications.pdf PDF
Attachment H - Price Proposal Form R1.docx DOCX document
Amendment 0001.pdf PDF
NOAA OMAO Pre-Scope Presentation .pdf PDF
Site Visit log.pdf PDF
NOAA OMAO Amendment 0001_Drawings.pdf PDF
Attachment J-Site Map.pdf PDF
Interior Finishes_Redacted.pdf PDF
Attachment I - PIEE Vendor Access Instructions.pdf PDF
Attachment G - Individual Small Business Subcontracting Plan.doc DOC document
Attachment B1 - SECNAV FORM 5512-NSNPT.pdf PDF
1562331_spc_1of1.pdf PDF
Attachment D - Past Performance Questionnaire.docx DOCX document
Attachment E - Historical Small Business Utilization.docx DOCX document
Attachment B2 -SECNAV FORM 5512-NSNPT SAMPLE.pdf PDF
Attachment A - Pre-Proposal Inquiry Log Template.xlsx XLSX spreadsheet
Solicitation N4008523R2527.pdf PDF
Attachment F - Small Business Participation Commitment Document.docx DOCX document
Attachment H - Price Proposal Form.docx DOCX document
Attachment C - Construction Experience Project Data Sheet.docx DOCX document
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CHK

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BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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1562331

RS/RC

EJA

DSN

04OCT2022

Timothy Calohan, PE, NOAA Senior Project Manager

N4008523R2527

DLB

AS NOTED

SCALE:1" = 40'

PIER LANDING - OVERALL SITE PLAN

A1

PLAN

NORTH

C1

C-501

CONCRETE SIDEWALK, TYP

A2

C-502

8' HIGH PVC CHAIN LINK FENCE

WITH BARBED WIRE, TYP

A2

C-502

10' HIGH CHAIN LINK FENCE AT PIER

A4

C-502

4' PERSONNEL CHAINLINK SWING GATE

D1

C-501

PRECAST CONCRETE

WHEEL STOP , TYP

100-YR FLOODPLAIN

ELEV. 14.0

B1

C-501

BITUMINOUS CONCRETE

PAVEMENT , TYP

A2

C-503

AUTOMATED VERTICAL PIVOT

SECURITY GATE, TYP

A1

C-501

PRECAST

CONCRETE

CURB , TYP

CONEX BOXES

(BY OTHERS)

A1

C-505

CONCRETE STAIRS, TYP

A3

C-507

REINFORCED

CONCRETE BOAT

TIE-DOWN PAD

C-101

12873930

P I E

R

L A

N D

I N

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O

V E

R A

L L

S

I T

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L A

N

KPG KPG PJK

A3

C-505

CONCRETE

DUMPSTER

PAD WITH

BOLLARDS

C2

C-502

MANUAL SLIDING GATE

30-FT WIDTH

LEED BOUNDARY

1. PROVIDE "ACCESSIBLE PARKING" SIGNS AT ALL ACCESSIBLE PARKING

LOCATIONS. PROVIDE "VAN ACCESSIBLE" SIGN WHERE APPLICABLE.

PROVIDE "LONG TERM PARKING" SIGN WHERE SHOWN.

2. PROVIDE "ELECTRIC VEHICLE PARKING/CHARGING STATION" SIGN.

3. PROVIDE "NO TRESPASSING" SIGNS ALONG BULKHEAD, EQUALLY SPACED

75'-100' MAXIMUM, TYP.

4. SEE ELECTRICAL PLANS FOR ELECTRICAL EQUIPMENT AND LIGHTING

LAYOUT AND DETAILS, TYP.

5. PROVIDE 4" WIDE WHITE PAVEMENT MARKINGS FOR ALL PARKING LOT

STRIPING, TYP.

6. PROVIDE 8" WIDE WHITE DOTTED LINE (2 FT. LINE AND 4 FT. SPACE) FOR

DRIVE AISLE AND STOCKPILE/LAYDOWN AREA SEPARATION.

7. PROVIDE 12" WIDE WHITE STOP BAR, TYP.

8. PROVIDE 4" WIDE YELLOW CENTERLINE MARKING, TYP.

9. PROVIDE GALVANIZED STEEL RAZOR WIRE COILED FOR ENTIRE HEIGHT OF

CHAINLINK FENCE. ATTACH RAZOR WIRE TO END POST WITH GALVANIZED

POST TIES (TYP, BOTH SIDES OF PIER).

10. FIRE HYDRANT. SEE PLAN CU105, TYP.

11. SSWR STRUCTURE. SEE PLAN CU106, TYP.

12. DRAINAGE STRUCTURE. SEE PLAN CU102, TYP.

13. STORMWATER BIORETENTION FILTER BASIN. SEE PLAN CU-101 FOR

GRADING, TYP.

14. CONCRETE DUMPSTER PAD AND ENCLOSURE, SEE PLAN A-461 FOR

DETAILS. DUMPSTER BY OTHERS, TYP.

15. LANDSCAPED ISLAND WITH CONCRETE CURBING, TYP.

16. CONCRETE ISLAND WITH CONCRETE CURBING FOR AUTOMATED SECURITY

GATE READER, TYP.

17. LIMIT OF 8' HEIGHT CHAIN LINK FENCE AT BULKHEAD, TYP.

18. PROVIDE "RESERVED PARKING - LOW EMITTING & FUEL EFFICIENT

VEHICLES ONLY" SIGN.

19. BID OPTION - HAZARDOUS MATERIAL CONTAINER.

20. WATER STRUCTURE, SEE PLAN CU105.

21. LIMIT OF CONCRETE PARKING AREA. SAWCUT AND MATCH EXISTING

ROADWAY FLUSH, TYP.

22. LIMIT OF BITUMINOUS CONCRETE DRIVEWAY. SAWCUT MATCH EXISTING

ROADWAY FLUSH, TYP.

23. SITE BENCH, TYP.

24. TRASH RECEPTACLE, TYP.

25. FLAG POLE.

26. SHADE STRUCTURE.

27. EXISTING MONITORING WELL TO REMAIN. RESET COVER FLUSH WITH

EXISTING GRADE, TYP. SEE DETAIL A4/C-504.

28. 8" WIDE WHITE PAINTED CROSSWALK. 12" STRIPES, 45-DEGREE DIAGONAL

LINES SPACED AT 30", TYP.

29. PROVIDE CARD READER ON POST. PROVIDE BOLLARD PROTECTION.

TYPICAL FOR BOTH SIDES OF GATE. PROVIDE EMERGENCY KEY BOX

MOUNTED ON POST (UNSECURE SIDE OF GATE ONLY).

30. PROVIDE VEHICLE PRESENCE DETECTOR ON POST.

31. ACCESSIBLE CONCRETE RAMP. SEE DETAIL ON C-505.

32. BID OPTION - BOAT REPAIR BUILDING. BOLLARD PROTECTION AROUND

BUILDING TO BE PROVIDED AS PART OF BID OPTION.

33. BID OPTION - FLOATING DOCK SYSTEM. REFER TO STRUCTURAL SHEETS.

34. CONCRETE FILLED STEEL BOLLARD, TYP.

35. CURB RAMP, TYP.

36. NOT USED

37. 4-FT PERSONNEL GATE. PROVIDE CARD READER AND EMERGENCY KEY

BOX WELDED TO POST.

38. PROVIDE BITUMINOUS CONCRETE PAVEMENT, MARKINGS, SIDEWALK

RAMPS IN THIS AREA AS PART OF BASE BID IF BID OPTION - PIER AND

TRESTLE IS NOT SELECTED.

39. PROVIDE BITUMINOUS CONCRETE PAVEMENT IN THIS AREA AS PART OF

BASE BID IF BID OPTION - BOAT REPAIR BUILDING IS NOT SELECTED.

40. BID OPTION - PIER AND TRESTLE. ALL CHAIN LINK FENCING AND GATES

SHALL BE PROVIDED AS PART OF BID OPTION.

41. PROVIDE "IN CASE OF FIRE OR EMERGENCY PLEASE CALL THE FIRE

DEPARTMENT AT 911 OR 401-841-3333" SIGN AT PERSONNEL GATE

SECURED TO FENCE. "OR 401-841-3333" TO BE MOUNTED ON A

CHANGEABLE PLACARD.

D4

C-501

TOPSOIL AND SEED ALL

DISTURBED AREAS UNLESS

OTHERWISE NOTED, TYP

CODDINGTON COVE

CODDINGTON COVE

B1

C-501

BITUMINOUS CONCRETE PAVEMENT

ROADWAY WIDENING / BYPASS AREA

C1

C-501

CONCRETE SIDEWALK , TYP

D E

F E

N S

E H

W

Y

A4

CU503

PEA STONE

DIAPHRAGM , TYP

A1

C-508

CONCRETE PARKING AREA

ADMIN / WAREHOUSE

BUILDING

FFE = 17.0

BOAT

REPAIR

BUILDING

FFE =

14.25

KEY PLAN

PLAN

NORTH

PARKING AREA

10 A2

C-503

AUTOMATED VERTICAL

PIVOT SECURITY GATE, TYP

A1

CU503

CONCRETE BOAT

WASHDOWN PAD

AUTOMATED SLIDING

SECURITY GATE

A3

C-505

RETAINING WALL

SEE STRUCTURAL PLANS AND

SB504 FOR RAILING DETAILS

A4

CU503

PEA STONE DIAPHRAGM , TYP

C1

C-504

24 23

C2

C-504

1. SEE DRAWING C-001 FOR LEGEND AND ABBREVIATIONS AND SEE DRAWING

C-002 FOR GENERAL NOTES.

2. SEE DRAWING L-101 FOR LANDSCAPING LAYOUT AND SURFACE

TREATMENTS NOT DETAILED ON THIS PLAN.

3. CONTRACTOR SHALL COORDINATE COMPLETION OF BASE BID WORK WITH

SELECTED BID OPTIONS, IN ORDER TO LIMIT THE EXTENT OF REMOVAL AND

RECONSTRUCTION REQUIRED FOR BASE BID IMPROVEMENTS.

SHEET KEYNOTES

SHEET NOTES

A3

C-505

REINFORCED

CONCRETE PAD

B A

B

U

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A T

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DRAWFORM REVISION: 25 AUG 2020

CHK

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CHIEF ENG/ARCH

FIRE PROTECTION

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1562331

RS/RC

EJA

DSN

04OCT2022

Timothy Calohan, PE, NOAA Senior Project Manager

N4008523R2527

DLB

AS NOTED

SCALE:1" = 20'

PIER LANDING NORTH - SITE PLAN

PLAN

NORTH

C-103

12873932

P I E

R

L A

N D

I N

G

N

O R

I T

E

P

L A

N

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KEY PLAN

PLAN

NORTH

PARKING AREA

1. SEE DRAWING C-001 FOR LEGEND AND ABBREVIATIONS AND

SEE DRAWING C-002 FOR GENERAL NOTES.

2. SEE DRAWING L-101 FOR LANDSCAPING LAYOUT AND SURFACE

TREATMENTS NOT DETAILED ON THIS PLAN.

3. CURB OR EDGE OF PAVEMENT RADII SHALL BE 5', UNLESS

OTHERWISE NOTED, TYP.

26.00' TYP

18.50' TYP

T

Y P

BID OPTION -

BOAT REPAIR

BLDG

FFE = 14.25

SPACES

CONEX BOXES

(BY OTHERS)

BID OPTION -

HAZMAT CONTAINER

BOAT TIE-DOWNS

T

Y P

R

R

35.75'

DUMPSTER PAD

22.50'

M A

T C

H

L

I N

E

R

E F

A

65.00'

4.02'

13.00'

32.88'

31.67' 143.35'

R

R

R

R

R2.00'

4.00'

11.00'

15.00'

10.00'

30.00'

25.00'

36.32'39.00'

42.00'

SHEET NOTES

N: 161382.78

E: 379809.00

N: 161528.81

E: 379737.21

N: 161518.90

E: 379723.29

N: 161510.57

E: 379692.02

N: 161467.51

E: 379530.52

N: 161495.77

E: 379527.79

N: 161479.82

E: 379555.33

N: 161574.03

E: 379506.93

N: 161601.57

E: 379522.88

N: 161578.80

E: 379524.81

N: 161500.53

E: 379545.67

N: 161627.07

E: 379618.53

N: 161611.29

E: 379631.15

N: 161563.87

E: 379678.45

N: 161578.08

E: 379622.28

N: 161550.83

E: 379629.54

N: 161547.29

E: 379635.66

N: 161549.82

E: 379645.15

N: 161538.86

E: 379576.85

N: 161565.98

E: 379565.48

N: 161542.98

E: 379561.26

N: 161532.93

E: 379570.15

N: 161533.76

E: 379685.84

N: 161579.44

E: 379694.93

N: 161541.09

E: 379713.34

82.00'

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CHK

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CHIEF ENG/ARCH

FIRE PROTECTION

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1562331

RS/RC

EJA

DSN

04OCT2022

Timothy Calohan, PE, NOAA Senior Project Manager

N4008523R2527

DLB

AS NOTED

SCALE:1" = 20'

PIER LANDING - LANDSCAPE PLAN - PART 2

A3

L-501

CONCRETE HEADER

MOW EDGE

5 MV

L-102

12873975

P I E

R

L A

N D

I N

G

L A

N D

S C

A P

E

P

L A

N

P

A R

T

JAO JAO GTS

2 QA

7 NS

27 JV

NATIVE POLLINATOR

HABITAT

B1

L-501

ROOT BARRIER

NATIVE POLLINATOR SEED MIX

15.0% ECHINACEA PURPUREA (PURPLE CONEFLOWER)

12.0% COREOPSIS LANCEOLATA (LANCELEAF COREOPSIS)

12.0% RUDBECKIA HIRTA (BLACKEYED SUSAN)

10.0% CHAMAECRISTA FASCICULATA, PA ECOTYPE (PARTRIDGE PEA, PA

ECOTYPE)

8.0% VERBENA HASTATA, PA ECOTYPE (BLUE VERVAIN, PA ECOTYPE)

6.0% ASCLEPIAS INCARNATA, PA ECOTYPE (SWAMP MILKWEED, PA ECOTYPE)

6.0% HELIOPSIS HELIANTHOIDES, PA ECOTYPE (OXEYE SUNFLOWER, PA

ECOTYPE)

6.0% TRADESCANTIA OHIENSIS, PA ECOTYPE (OHIO SPIDERWORT, PA ECOTYPE)

5.0% ZIZIA AUREA, PA ECOTYPE (GOLDEN ALEXANDERS, PA ECOTYPE)

4.0% PENSTEMON DIGITALIS (TALL WHITE BEARDTONGUE)

3.5% ASTER NOVAE-ANGLIAE, PA ECOTYPE (NEW ENGLAND ASTER, PA ECOTYPE)

2.4% SENNA HEBECARPA, VA & WV ECOTYPE (WILD SENNA, VA & WV ECOTYPE)

2.0% PYCNANTHEMUM TENUIFOLIUM (NARROWLEAF MOUNTAINMINT)

1.6% SOLIDAGO NEMORALIS, PA ECOTYPE (GRAY GOLDENROD, PA ECOTYPE)

1.5% ASTER UMBELLATUS, PA ECOTYPE (FLAT TOPPED WHITE ASTER, PA

ECOTYPE)

1.3% EUPATORIUM PERFOLIATUM, PA ECOTYPE (BONESET, PA ECOTYPE)

1.2% MONARDA FISTULOSA, FORT INDIANTOWN GAP-PA ECOTYPE (WILD

BERGAMOT, FORT INDIANTOWN GAP-PA ECOTYPE)

1.0% BAPTISIA AUSTRALIS, SOUTHERN WV ECOTYPE (BLUE FALSE INDIGO,

SOUTHERN WV ECOTYPE)

1.0% GEUM CANADENSE, PA ECOTYPE (WHITE AVENS, PA ECOTYPE)

0.5% ASCLEPIAS SYRIACA (COMMON MILKWEED)

SEEDING RATE: 4-8 LB PER ACRE WITH 30 LB PER ACRE OF A COVER CROP

(GRAIN OATS, JAN 1-AUG 1 GRAIN RYE, AUG 1-JAN 1)

KEY PLAN

PLAN

NORTH

PARKING AREA

LAWN

LAWN

HAZMAT

CONTAINER

BOAT

REPAIR

BLDG

CODDINGTON COVE

LIMIT OF DISTURBANCE

AND PERMANENT

SEEDED AREA

LAWN

C1

C-509

TRASH

RECEPTACLE

C2

C-509

SITE BENCH

C2

C-509

SITE BENCH

PLAN

NORTH

M A

T C

H

L

I N

E

R

E F

A

MINIMUM

SPREAD

QUANTITY REMARKS DETAILS

PLANTING SCHEDULE

SYMBOL BOTANICAL NAME

COMMON NAME

MINIMUM

CONTAINER SIZE

OR CALIPER

MINIMUM

HEIGHT

SHADE TREES

QUERCUS ALBA

WHITE OAK

NYSSA SYLVATICA

TUPELO

FLOWERING TREES

MAGNOLIA VIRGINIANA

SWEET BAY

3"-3

" CALIPER

3"-3

" CALIPER

8' HEIGHT

14' HEIGHT

14' HEIGHT

3 BRANCH MIN.

B&B

5' WIDE

7' WIDE

5' WIDE

EVERGREEN TREE

JUNIPERUS VIRGINIANA

EASTERN RED CEDAR

B&B

8' HEIGHT 4' WIDE

PLANTING LEGEND

WHITE OAK

TUPELO

SWEET BAY

EASTERN RED CEDAR

POLLINATOR SEED MIX

QA

NS

MV

JV MATCHED HEIGHT

MATCHED FORM

MATCHED FORM

C4

A4, C4

A4, C4

C4

SEEDED LAWN

4 QA

B1

L-501

ROOT BARRIER

SHEET NOTES:1

P E

R I M

E T

N

V

I S

I O

WARNING

Shock, Arc Flash, and Arc Blast Hazard

Appropriate PPE Required

3' - 10" 4.8

AF-3APRIL 2015

DETAILED ARC FLASH WARNING LABEL

SKETCH DATE STYLE

NOTES:

1. PROVIDE SELF-ADHESIVE VINYL LABEL TO AFFIX TO ELECTRICAL EQUIPMENT TO WARN OF

ARC FLASH HAZARDS.

2. THE LABEL FORMAT AND TEXT CAN BE MODIFIED PROVIDED THAT THE

INFORMATION REQUIRED BY UFC 3-501-01 IS INCLUDED. THE VALUES ABOVE ARE

AN EXAMPLE ONLY AND MUST BE MODIFIED PER THE REQUIRED ARC FLASH

STUDY.

3. THE LABEL MUST BE LOCATED ON THE EQUIPMENT TO BE CLEARLY VISIBLE TO QUALIFIED

PERSONS BEFORE EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE OF THE

EQUIPMENT.

4. THE SIZE OF THE LABEL MUST BE:

EQUIPMENT TYPE HEIGHT WIDTH

INDOOR 2" 3"

OUTDOOR 4" 6"

5. A DOWNLOADABLE WINDOWS METAFILE IS AVAILABLE ON THE WHOLE BUILDING DESIGN

GUIDE WEBSITE ( WWW.WDBG.ORG ) FOR USE IN A LABEL MAKING MACHINE.

A. THE FILE IS LOCATED ON THE "NAVFAC CADD DETAILS" PAGE. TO NAVIGATE TO THIS

LOCATION, FOLLOW: HOME > DOCUMENTS & REFERENCES > CCB >

CADD LIBRARY > NAVFAC CADD RESOURCES

> NAVFAC CADD DETAILS.

B. ALTERNATIVELY, TYPE IN THE FOLLOWING ADDRESS IN INTERNET EXPLORER:

HTTP://WWW.WBDG.ORG/CCB/BROWSE_CAT.PHP?O=78&C=232

WIDTH

HEIGHT

480 volts 3' - 6" 1' - 0"

Equipment Name: xxx-xx Date: Xxx xx, 20xx

Arc Flash Boundary cal/cm Arc Flash Hazard at 18 inches Minimum Arc Rating of Clothing (cal/cm )

Shock Hazard When Cover is Removed Limited Approach Boundary Restricted Approach Boundary

YELLOW WARNING TAPE WITH

WIRE, 12" BELOW GRADE

PVC CONDUIT

SIZE AND QUANTITY AS

INDICATED

GREENLEE MULTIPLEX

POLYESTER ROPE OR

EQUIVALENT

SELECT BACKFILL

TOP OF PAVEMENT SUBGRADE OR GRADE

M

IN

. B E

LO

W

D R

IV

E

W A

Y

O

A D

W A

Y S

M

IN

B E

LO

W

G R

A D

E

IN

LL

H

E R

A R

E A

S

3" 3"

3" 3"

3"

NOTES:

1.

2.

3.

USE PLASTIC CONDUIT SPACERS

AT 5'-0" OC.

DUCTBANK IS IDENTIFIED AS FOLLOWS:

2 X 2. FIRST NUMBER INDICATES COLUMNS.

SECOND NUMBER INDICATES ROWS. PROVIDE

DUCTBANK AS INDICATED. DETAIL ALSO APPLIES TO

OTHER DUCTBANK SIZES.

ALTER DUCTBANK CONFIGURATIONS AS REQUIRED

TO PROPERLY ENTER HANDHOLES.

SELECT BACKFILL

ROWS

C O

LU

M

N S

4" X 4" X 2-1/8""JUNCTION BOX

FOR FURNITURE

POWER CONNECTION MOUNT

18" AFF.

CONDUIT WITH CIRCUITING

AS INDICATED ON PLANS

SEE TELECOM DRAWINGS

FOR REQUIREMENTS.

120 VOLT POWER

CONNECTION TO BE

DETERMINED BY

FURNITURE SUPPLIER

NOTE:

1. COORDINATE CONNECTIONS WITH OWNERS

FINAL FURNITURE PLAN AND SELECTION.

TOP OF

CONCRETE

OR GRADE

TRANSITION COUPLING

4" MAX

36" MIN BELOW SLAB

INCREASE DEPTH AS REQD

TO ALLOW FOR NEC MIN.

BEND RADIUS PROVIDE MIN BEND

RADIUS FOR CONDUIT

IN ACCORDANCE WITH NEC.

PVC COATED RGS ELBOW

SCH 40 TO PVC COATED RGS CONDUIT ADAPTER

SCH 40 PVC CONDUIT

PROVIDE REBAR TIES

TO SUPPORT UNDERGROUND

CONDUIT FROM SLAB REBAR 60'' OC.

NOTES:

1. PROVIDE REBAR TIES WHEN LOCATED UNDER SLAB.

TOP OF PAVEMENT SUBGRADE OR GRADE

3"

3"

3"

3" 3" 3" 3"

NOTES:

1.

2.

FOR MEDIUM VOLTAGE DUCTBANKS.

PROVIDE #4/0 AWG

BARE COPPER CONDUCTOR IN

BOTTOM OF DUCTBANK.

3.

USE PLASTIC CONDUIT SPACERS

AT 5'-0" OC.

DUCTBANK IS IDENTIFIED AS FOLLOWS:

3 X 2. FIRST NUMBER INDICATES COLUMNS.

SECOND NUMBER INDICATES ROWS. PROVIDE

DUCTBANK AS INDICATED. DETAIL ALSO APPLIES

TO OTHER DUCTBANK SIZES.

ALTER DUCTBANK CONFIGURATIONS AS REQUIRED

TO PROPERLY ENTER HANDHOLES.

YELLOW WARNING TAPE WITH

TRACER WIRE, 12" BELOW GRADE

SELECT BACKFILL

PVC CONDUIT

SIZE AS INDICATED

MULTIPLEX

POLYESTER ROPE

ROWS

3000 PSI CONCRETE

M

IN

, U O

N

C O

LU

M

N S

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

TI

C

N A

V A

L S

T A

T

IO

N N

O R

F O

L K

N

O R

F O

L K

V

A

AS NOTED

N E

W P

O R

T , R

H O

D E

IS

LA

N D

M

ID

L A

N T

D C

B L

N A

V A

L S

T A

T

IO

N N

E W

P O

R T

N O

A A

O M

A O

S H

IP

S U

P P

O R

T F

A C

IL

IT

Y R

E L O

C A

T

IO

N

1562331

RS/RC

EJA

DSN

04OCT2022

Timothy Calohan, PE, NOAA Senior Project Manager

N4008523R2527

EP502

P O

W E

R D

E

TA

IL

S

JC

12874279

JR BG

JAS

NOT TO SCALE

A4

ARC FLASH WARNING

NOT TO SCALE

C4

TYPICAL DIRECT BURIED CONDUIT DETAIL

NOT TO SCALE

A2

SYSTEMS FURNITURE WALL FEED

NOT TO SCALE

C1

DIRECT BURIED CONDUIT AND DUCTBANK RISER DETAIL

NOT TO SCALE

C2

TYPICAL CONCRETE

ENCASED DUCT BANK DETAIL

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

U

P D

A T

E D

U N

D E

R G

R O

U N

D D

E P

T H

/2

/2

1 1

C-101 - PIER LANDING - OVERALL SITE PLAN
C-103 - PIER LANDING NORTH - SITE PLAN
L-102 - PIER LANDING - LANDSCAPE PLAN - PART 2
EP502 - POWER DETAILS
2023-04-21T13:10:00-0400
Kent Gannon
I am signing to certify the authenticity of this document.
2023-04-21T13:10:04-0400
Kent Gannon
I am signing to certify the authenticity of this document.
2023-04-21T13:10:56-0400
Jeff Olszewski
I am signing to certify the authenticity of this document.
2023-04-21T13:11:30-0400
Boris Goli
I am signing to certify the authenticity of this document.
2023-04-24T15:24:00-0400
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2023-04-24T15:24:17-0400
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2023-04-24T15:24:17-0400
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2023-04-24T15:24:17-0400
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2023-04-24T15:24:30-0400
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2023-04-24T15:24:49-0400
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2023-04-24T15:24:49-0400
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2023-04-24T15:24:49-0400
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

File details come from the government source that posted it. Updated .