NOAA OMAO Amendment 0006_Drawings.pdf
PDF 4 MB Posted
- Attached to
- NOAA OMAO Ship and Support Facility Relocation, Naval Station Newport, Newport, Rhode Island
- Solicitation number
- N4008523R2527
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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NAVFAC DRAWING NO.
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P P
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DRAWFORM REVISION: 25 AUG 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
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AC
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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
G
O
V E
R A
L L
S
I T
E
P
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
P D
A T
E
F L O
A T
I N
G
D
O C
K
R
P B
F P
F I R
E
E
M E
R G
E N
Y
G
N
U
P D
A T
E
P E
R I M
E T
R
N
V
I S
I O
D
CR
HH
A
C
U
HH
HH
HH
HH
T
HH
HH
HH
X
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X
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40'10'0 20'
D E
P A
R T
M E
T
V
Y
A
B
C
D
2 3 4 5
1 2 3 4 5
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
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S
Y S
T E
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M A
N D
DES DRW
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 25 AUG 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
RI
N G
S
YS
TE
M
S C
O M
M
AN
D
M
ID
-A
TL
AN
TI
C M
I D
L A
B
L N
A V
A
T I O
N
N
O R
F O
O R
F O
L K
V
A
N A
V A
L
S
T A
T I O
N
N
E W
P O
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N E
W P
O R
T
R
H O
L A
N D
NO
AA
O M
AO
S
HI
P
SU
PP
O
RT
F
AC
IL
IT
Y
RE
LO
CA
TI
O N
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
KPG KPG PJK
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'
P E
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E T
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I O
UE
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U E
U E
U E
U E
U E
U E
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U E
U E
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T T
T T
T
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T
A
C
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T
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U
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U E
U E
UE UE
UE
U E
U
E
U
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U
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U
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U
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HH
CR
ACU
T
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T
T
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T
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T
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T
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HH
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UE
UE
UE
U E
UE
UE
UE
U
E
U
E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
T
HH
HH
HH
U
E
UE
T T
X
X
X
X
X
X
X
X
X
X
X
X
X
S
T
S
T
S
T
S
T
ST
ST
ST
ST
ST
S
T
S
T
S
T
S
T
S
T
S
T
S
T
ST
ST ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST ST
ST
S T
S T
S T
S T
S T
S T
S T
S T
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
U D
U D
U D
U D
U D
U D
U D
U
D
U
D
U
D
D
D
D
D
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
G
G G G G G G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
40'10'0 20'
D E
P A
R T
M E
T
V
Y
A
B
C
D
2 3 4 5
1 2 3 4 5
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
S
Y S
T E
M
M A
N D
DES DRW
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 25 AUG 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
RI
N G
S
YS
TE
M
S C
O M
M
AN
D
M
ID
-A
TL
AN
TI
C M
I D
L A
B
L N
A V
A
T I O
N
N
O R
F O
O R
F O
L K
V
A
N A
V A
L
S
T A
T I O
N
N
E W
P O
R T
N E
W P
O R
T
R
H O
L A
N D
NO
AA
O M
AO
S
HI
P
SU
PP
O
RT
F
AC
IL
IT
Y
RE
LO
CA
TI
O N
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 | |
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| 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 .