B08_Att_4_Ft_Moultrie_Drawings.pdf
PDF 27 MB Posted
- Solicitation number
- 140P2024R0151
About this file
This document appears to be a set of drawings related to the federal contract opportunity to replace the docks at Fort Sumter and Fort Moultrie, and rehabilitate the Liberty Square Pier. The contract opportunity is being solicited by the Department of the Interior National Park Service National Office.
The key details include:
- Solicitation Number: 140P2024R0151
- Contract Name: "FOSU 318708-322870 Replace Fort Sumter and Fort Moultrie Docks and Rehabilitate Liberty Square Pier"
- The drawings provide technical details and specifications for the construction work required under this contract.
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Text version
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CHARLESTON, SC
FORT SUMTER & FORT MOULTRIE NHP
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04.05.24 57
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SE
\C
AD
\F
OM
O\
LA
\L3
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OM
O_
LA
YO
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.D
W G
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
PKG.
NO. SHEET
OVERALL LANDSIDE &
GUARDRAIL LAYOUT PLANS
SK/ MK
SK/ MK
L3.0
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
04.05.24 57
188602
CHARLESTON, SC
FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 318708XR
EF
S:
BA
SE
S\
XL
-F
OM
O_
TI
TL
E-
BL
OC
K.
DW
G;
BA
SE
S\
XC
-V
SI
TE
-F
OM
O.
DW
G;
BA
SE
S\
XL
-F
OM
O_
LA
YO
UT
.D
W G;
BA
SE
S\
CE
C
FO
RT
M
OU
LT
RI
E
PL
AN
.D
W G;
BA
SE
S\
XL
-F
OM
O_
W
ET
LA
ND
S.
DW
G;
BA
SE
S\
XL
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.D W
G;
BA
SE
S\
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CO
OR
DI
NA
TE
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NT
S.
DW
G;
BA
SE
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LE
CT
RI
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ER
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\C
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\F
OM
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LA
\L3
-0 _F
OM
O_
LA
YO
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.D
W G
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
PKG.
NO. SHEET
OVERALL LANDSIDE &
GUARDRAIL LAYOUT PLANS
SK/ MK
SK/ MK
L3.1
P1
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TPTP
TP
TP
TP
TP
TP TP
TP
TP
TP
TP
TPTP
TP
TP
TP
TP
TP TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
C
J
C
J
04.05.24 57
188602
CHARLESTON, SC
FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 318708XR
EF
S:
BA
SE
S\
XL
-F
OM
O_
TI
TL
E-
BL
OC
K.
DW
G;
BA
SE
S\
XC
-V
SI
TE
-F
OM
O.
DW
G;
BA
SE
S\
XL
-F
OM
O_
LA
YO
UT
.D
W G;
BA
SE
S\
CE
C
FO
RT
M
OU
LT
RI
E
PL
AN
.D
W G;
BA
SE
S\
XL
-F
OM
O_
W
ET
LA
ND
S.
DW
G;
BA
SE
S\
XL
_L
OC
.D W
G;
BA
SE
S\
XL
-F
OM
O_
CO
OR
DI
NA
TE
_P
OI
NT
S.
DW
G;
BA
SE
S\
XE
-E
LE
CT
RI
CA
L.D
:41
M
KA
IS
ER
R
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EN
VE
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NP
S
FO
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OC
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SE
\C
AD
\F
OM
O\
LA
\L3
-0 _F
OM
O_
LA
YO
UT
.D
W G
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
PKG.
NO. SHEET
LANDSIDE
COORDINATE PLAN
SK/ MK
SK/ MK
L3.2
188602
CHARLESTON, SC
FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 318708XR
EF
S:
BA
SE
S\
XL
-F
OM
O_
TI
TL
E-
BL
OC
K.
DW
G;
BA
SE
S\
XC
-V
SI
TE
-F
OM
O.
DW
G;
BA
SE
S\
XL
-F
OM
O_
LA
YO
UT
.D
W G;
BA
SE
S\
CE
C
FO
RT
M
OU
LT
RI
E
PL
AN
.D
W G;
BA
SE
S\
XL
-F
OM
O_
GR
AD
IN
G.
DW
G;
BA
SE
S\
XL
_L
OC
.D
:42 M
KA
IS
ER
R
P
:\D
EN
VE
R\
NP
S
FO
SU
D
OC
KS
-2
\7_
0P
SE
\C
AD
\F
OM
O\
LA
\L4 -0
_F
OM
O_
GR
AD
IN
G.
DW
G
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
PKG.
NO. SHEET
GRADING PLAN
ENLARGEMENT
SK/ MK
SK/ MK
L4.0
188602
CHARLESTON, SC
FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 318708XR
EF
S:
BA
SE
S\
XL
-F
OM
O_
TI
TL
E-
BL
OC
K.
DW
G;
BA
SE
S\
XC
-V
SI
TE
-F
OM
O.
DW
G;
BA
SE
S\
XL
-F
OM
O_
LA
YO
UT
.D
W G;
P :\D
EN
VE
R\
NP
S
FO
SU
D
OC
KS
-2
\7_
0P
SE
\C
AD
\F
OM
O\
BA
SE
S\
CE
C
FO
RT
M
OU
LT
RI
E
PL
AN
.D W
G;
P
:\D
EN
VE
R\
NP
S
FO
SU
D
OC
KS
-2
\7_
0P
SE
\C
AD
\F
OM
O\
BA
SE
S\
CE
C
FO
RT
M
OU
LT
RI
E
PL
AN
.D
4/3
:05 M
KA
IS
ER
R
P
:\D
EN
VE
R\
NP
S
FO
SU
D
OC
KS
-2
\7_
0P
SE
\C
AD
\F
OM
O\
LA
\L5 -0
_F
OM
O_
EL
EV
AT
IO
NS
.D W
G
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
PKG.
NO. SHEET
OVERALL GUARDRAIL
LAYOUT SECTIONS
SK/ MK
SK/ MK
L5.0
188602
CHARLESTON, SC
FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 318708
XR
EF
S:
BA
SE
S\
XL
-F
OM
O_
TI
TL
E-
BL
OC
K.
DW
G;
BA
SE
S\
XC
-V
SI
TE
-F
OM
O.
DW
G;
BA
SE
S\
XL
-F
OM
O_
LA
YO
UT
.D
W G;
P :\D
EN
VE
R\
NP
S
FO
SU
D
OC
KS
-2
\7_
0P
SE
\C
AD
\F
OM
O\
BA
SE
S\
CE
C
FO
RT
M
OU
LT
RI
E
PL
AN
.D W
G;
P
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EN
VE
R\
NP
S
FO
SU
D
OC
KS
-2
\7_
0P
SE
\C
AD
\F
OM
O\
BA
SE
S\
CE
C
FO
RT
M
OU
LT
RI
E
PL
AN
.D
:05 M
KA
IS
ER
R
P
:\D
EN
VE
R\
NP
S
FO
SU
D
OC
KS
-2
\7_
0P
SE
\C
AD
\F
OM
O\
LA
\L5 -0
_F
OM
O_
EL
EV
AT
IO
NS
.D W
G
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
PKG.
NO. SHEET
GUARDRAIL
SECTIONS
SK/ MK
SK/ MK
MK/ EK
L5.1
PIER STEM SECTION
PIER STEM SECTION
188602
CHARLESTON, SC
FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 318708
XR
EF
S:
BA
SE
S\
XL
-F
OM
O_
TI
TL
E-
BL
OC
K.
DW
G;
BA
SE
S\
XC
-V
SI
TE
-F
OM
O.
DW
G;
BA
SE
S\
XL
-F
OM
O_
LA
YO
UT
.D
W G;
P :\D
EN
VE
R\
NP
S
FO
SU
D
OC
KS
-2
\7_
0P
SE
\C
AD
\F
OM
O\
BA
SE
S\
CE
C
FO
RT
M
OU
LT
RI
E
PL
AN
.D W
G;
P
:\D
EN
VE
R\
NP
S
FO
SU
D
OC
KS
-2
\7_
0P
SE
\C
AD
\F
OM
O\
BA
SE
S\
CE
C
FO
RT
M
OU
LT
RI
E
PL
AN
.D
:05 M
KA
IS
ER
R
P
:\D
EN
VE
R\
NP
S
FO
SU
D
OC
KS
-2
\7_
0P
SE
\C
AD
\F
OM
O\
LA
\L5 -0
_F
OM
O_
EL
EV
AT
IO
NS
.D W
G
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
PKG.
NO. SHEET
GUARDRAIL
SECTIONS
SK/ MK
SK/ MK
MK/ EK
L5.2
PIER STEM CHAMFER SECTION TYPICAL WEST PIER SECTION
WEST PIER SECTION FROM PIER LOOKING TOWARDS FLOATING DOCK WEST PIER SECTION ELEVATION FROM WATER LOOKING AT PIER HEAD
188602
CHARLESTON, SC
FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 318708XR
EF
S:
BA
SE
S\
XL
-F
OM
O_
TI
TL
E-
BL
OC
K.
DW
G;
BA
SE
S\
XC
-V
SI
TE
-F
OM
O.
DW
G;
BA
SE
S\
XL
-F
OM
O_
LA
YO
UT
.D
W G;
P :\D
EN
VE
R\
NP
S
FO
SU
D
OC
KS
-2
\7_
0P
SE
\C
AD
\F
OM
O\
BA
SE
S\
CE
C
FO
RT
M
OU
LT
RI
E
PL
AN
.D W
G;
P
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EN
VE
R\
NP
S
FO
SU
D
OC
KS
-2
\7_
0P
SE
\C
AD
\F
OM
O\
BA
SE
S\
CE
C
FO
RT
M
OU
LT
RI
E
PL
AN
.D
:05 M
KA
IS
ER
R
P
:\D
EN
VE
R\
NP
S
FO
SU
D
OC
KS
-2
\7_
0P
SE
\C
AD
\F
OM
O\
LA
\L5 -0
_F
OM
O_
EL
EV
AT
IO
NS
.D W
G
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
PKG.
NO. SHEET
GUARDRAIL
SECTIONS
SK/ MK
SK/ MK
MK/ EK
L5.3
PIER HEAD SECTION ELEVATION FROM PIER
PIER HEAD SECTION ELEVATION FROM PIER
188602
CHARLESTON, SC
FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 318708
XR
EF
S:
BA
SE
S\
XL
-F
OM
O_
TI
TL
E-
BL
OC
K.
DW
G;
BA
SE
S\
XC
-V
SI
TE
-F
OM
O.
DW
G;
BA
SE
S\
XL
-F
OM
O_
LA
YO
UT
.D
W G;
P :\D
EN
VE
R\
NP
S
FO
SU
D
OC
KS
-2
\7_
0P
SE
\C
AD
\F
OM
O\
BA
SE
S\
CE
C
FO
RT
M
OU
LT
RI
E
PL
AN
.D W
G;
P
:\D
EN
VE
R\
NP
S
FO
SU
D
OC
KS
-2
\7_
0P
SE
\C
AD
\F
OM
O\
BA
SE
S\
CE
C
FO
RT
M
OU
LT
RI
E
PL
AN
.D
:05 M
KA
IS
ER
R
P
:\D
EN
VE
R\
NP
S
FO
SU
D
OC
KS
-2
\7_
0P
SE
\C
AD
\F
OM
O\
LA
\L5 -0
_F
OM
O_
EL
EV
AT
IO
NS
.D W
G
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
PKG.
NO. SHEET
GUARDRAIL
SECTIONS
SK/ MK
SK/ MK
MK/ EK
L5.4
WEST PIER SECTION ELEVATION FROM WATER LOOKING AT PIER HEADWEST PIER SECTION FROM PIER LOOKING TOWARDS FLOATING DOCK
EAST PIER SECTION
PIER STEM CHAMFER SECTION TYPICAL
188602
CHARLESTON, SC
FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 318708
XR
EF
S:
BA
SE
S\
XL
-F
OM
O_
TI
TL
E-
BL
OC
K.
DW
G;
BA
SE
S\
XC
-V
SI
TE
-F
OM
O.
DW
G;
BA
SE
S\
XL
-F
OM
O_
LA
YO
UT
.D
W G;
P :\D
EN
VE
R\
NP
S
FO
SU
D
OC
KS
-2
\7_
0P
SE
\C
AD
\F
OM
O\
BA
SE
S\
CE
C
FO
RT
M
OU
LT
RI
E
PL
AN
.D W
G;
P
:\D
EN
VE
R\
NP
S
FO
SU
D
OC
KS
-2
\7_
0P
SE
\C
AD
\F
OM
O\
BA
SE
S\
CE
C
FO
RT
M
OU
LT
RI
E
PL
AN
.D
:05 M
KA
IS
ER
R
P
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VE
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S
FO
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D
OC
KS
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SE
\C
AD
\F
OM
O\
LA
\L5 -0
_F
OM
O_
EL
EV
AT
IO
NS
.D W
G
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
PKG.
NO. SHEET
GUARDRAIL
SECTIONS
SK/ MK
SK/ MK
MK/ EK
L5.5
PIER STEM SECTION
ES
: P
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EF
S:
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VE
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FO
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TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
PKG.
NO. SHEET
SITE DETAILS
SK/ MK
SK/ MK
MK/ EK
L6.0
04.05.24 57
188602
CHARLESTON, SC
FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 318708
60°
IM
AG
ES
: P
:\D en ve r\N
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XR
EF
S:
P :\D
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VE
R\
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S
FO
SU
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KS
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SE
\C
AD
\F
OM
O\
BA
SE
S\
XL
-F
OM
O_
TI
TL
E-
BL
OC
K.
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
PKG.
NO. SHEET
SITE DETAILS
SK/ MK
SK/ MK
MK/ EK
L6.1
04.05.24 57
188602
CHARLESTON, SC
ES
: P
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PRIME:
DHM DESIGN
DENVER, CO
PKG.
NO. SHEET
SITE DETAILS
SK/ MK
SK/ MK
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L6.2
04.05.24 57
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CHARLESTON, SC
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OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
PKG.
NO. SHEET
SITE DETAILS
SK/ MK
SK/ MK
MK/ SK
L6.3
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CHARLESTON, SC
ES
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TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
PKG.
NO. SHEET
SITE DETAILS
SK/ MK
SK/ MK
MK/ SK
L6.4
04.05.24 57
188602
CHARLESTON, SC
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
CHILDS
ENGINEERING
BELLINGHAM, MA
PKG.
NO.
SHEET
NOTES
NBS
TEQ
NBS
4/5/2024 57
188602
CHARLESTON, SC
FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 322870
No. 37443
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IN
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H O
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BENJA MIN
S A
R A
T A
S O
UTHCAROLINA
SURVEY PLAN
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
CHILDS
ENGINEERING
BELLINGHAM, MA
PKG.
NO.
SHEET
SURVEY
REFERENCE PLAN
NBS
TEQ
NBS
4/5/2024 57
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CHARLESTON, SC
FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 322870
No. 37443
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IN
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N
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H O
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BENJA MIN
S A
R A
T A
S
WETLANDS DELINEATION PLAN
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
CHILDS
ENGINEERING
BELLINGHAM, MA
PKG.
NO.
SHEET
WETLANDS DELINEATION
REFERENCE PLAN
NBS
TEQ
NBS
4/5/2024 57
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CHARLESTON, SC
FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 322870
No. 37443
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PROFESSIONAL ENG
IN
EER
N
IC
H O
L A
S
BENJA MIN
S A
R A
T A
S
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
CHILDS
ENGINEERING
BELLINGHAM, MA
PKG.
NO.
SHEET
ARCHEOLOGY SURVEY
REFERENCE PLAN
NBS
TEQ
NBS
4/5/2024 57
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CHARLESTON, SC
FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 322870
No. 37443
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PROFESSIONAL ENG
IN
EER
N
IC
H O
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BENJA MIN
S A
R A
T A
S O
UTHCAROLINA
PLACEHOLDER
SHEET WILL BE PROVIDED TO AWARDED CONTRACTOR
DEMO PLAN
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
CHILDS
ENGINEERING
BELLINGHAM, MA
PKG.
NO.
SHEET
DEMO PLAN
NBS
TEQ
NBS
4/5/2024 57
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CHARLESTON, SC
FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 322870
No. 37443
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IN
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BENJA MIN
S A
R A
T A
S
PROPOSED PLAN
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
CHILDS
ENGINEERING
BELLINGHAM, MA
PKG.
NO.
SHEET
CONSTRUCTION PLAN
NBS
TEQ
NBS
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FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 322870
No. 37443
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INEER
N
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H O
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BENJA MIN
S A
R A
T A
S
PILE/PILE CAP PLAN
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
CHILDS
ENGINEERING
BELLINGHAM, MA
PKG.
NO.
SHEET
PILE PLAN
NBS
TEQ
NBS
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FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 322870
2 3 4 5 6 7 8 9
16" SQUARE PRESTRESSED CONCRETE PILE DESIGN REQUIREMENTS
PILE CAP AXIAL LOAD AXIAL LOAD TENSION AXIAL LOAD COMP. MOMENT MINIMUM
TYPE SERVICE SEISMIC SEISMIC SERVICE TIP ELEV.
KIPS KIPS KIPS FT-KIPS MLW
1 80 175 225 90 -67
2 80 0 0 90 -52
3 80 185 210 90 -68
4 80 185 210 90 -68
5 80 165 235 90 -65
6 80 120 175 90 -58
1. NON BATTERED PILES ON CAPS 1 TO 5: TIP EL = -52
2. CONCRETE COVER = 3"
No. 37443
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T A
S
PILE/PILE CAP PLAN
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
CHILDS
ENGINEERING
BELLINGHAM, MA
PKG.
NO.
SHEET
DECK PLANK PLAN
NBS
TEQ
NBS
4/5/2024 57
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CHARLESTON, SC
FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 322870
N
P
B
A
A
B
B
A
A
B
B
A
A
B
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G H H J
J H H J
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2 3 4 5 6 7 8 9
No. 37443
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IN
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H O
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BENJA MIN
S A
R A
T A
S
DECK PLAN
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
CHILDS
ENGINEERING
BELLINGHAM, MA
PKG.
NO.
SHEET
DECK PLAN
NBS
TEQ
NBS
4/5/2024 57
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FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 322870
No. 37443
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INEER
N
IC
H O
L A
S
BENJA MIN
S A
R A
T A
S O
UTHCAROLINA
2 3 4 5 6 7 8 9
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
CHILDS
ENGINEERING
BELLINGHAM, MA
PKG.
NO.
SHEET
SECTIONS
NBS
TEQ
NBS
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FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 322870
No. 37443
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PROFESSIONAL ENG
IN
EER
N
IC
H O
L A
S
BENJA MIN
S A
R A
T A
S
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
CHILDS
ENGINEERING
BELLINGHAM, MA
PKG.
NO.
SHEET
PILE CAP TYPE 1
NBS
TEQ
NBS
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FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 322870
No. 37443
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BENJA MIN
S A
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T A
S
4/5/2024 57
188602
CHARLESTON, SC
FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 322870
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
CHILDS
ENGINEERING
BELLINGHAM, MA
PKG.
NO.
SHEET
PILE CAP TYPE 2 & 3
NBS
TEQ
NBS
No. 37443
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BENJA MIN
S A
R A
T A
S
188602
CHARLESTON, SC
FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 322870
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
CHILDS
ENGINEERING
BELLINGHAM, MA
PKG.
NO.
SHEET
PILE CAP TYPE 4
NBS
TEQ
NBS
No. 37443
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N
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BENJA MIN
S A
R A
T A
S
188602
CHARLESTON, SC
FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 322870
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
CHILDS
ENGINEERING
BELLINGHAM, MA
PKG.
NO.
SHEET
PILE CAP TYPE 5
NBS
TEQ
NBS
No. 37443
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N
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BENJA MIN
S A
R A
T A
S
188602
CHARLESTON, SC
FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 322870
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
CHILDS
ENGINEERING
BELLINGHAM, MA
PKG.
NO.
SHEET
PILE CAP TYPE 6 & 7
NBS
TEQ
NBS
No. 37443
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PROFESSIONAL ENG
INEER
N
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H O
L A
S
BENJA MIN
S A
R A
T A
S
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
CHILDS
ENGINEERING
BELLINGHAM, MA
PKG.
NO.
SHEET
DETAILS
NBS
TEQ
NBS
4/5/2024 57
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CHARLESTON, SC
FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 322870
No. 37443
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PROFESSIONAL ENG
IN
EER
N
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H O
L A
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BENJA MIN
S A
R A
T A
S
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
CHILDS
ENGINEERING
BELLINGHAM, MA
PKG.
NO.
SHEET
OPTION D:
PILE JACKET DETAILS
NBS
TEQ
NBS
4/5/2024 57
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CHARLESTON, SC
FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 322870
No. 37443
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PROFESSIONAL ENG
IN
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N
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H O
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BENJA MIN
S A
R A
T A
S
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
CHILDS
ENGINEERING
BELLINGHAM, MA
PKG.
NO.
SHEET
PRECAST CONCRETE
PLANKS A, B, C & D
NBS
TEQ
NBS
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FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 322870
No. 37443
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PROFESSIONAL ENG
IN
EER
N
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H O
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S
BENJA MIN
S A
R A
T A
S
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
CHILDS
ENGINEERING
BELLINGHAM, MA
PKG.
NO.
SHEET
PRECAST CONCRETE
PLANKS E, F, G & H
NBS
TEQ
NBS
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FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 322870
No. 37443
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PROFESSIONAL ENG
IN
EER
N
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H O
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BENJA MIN
S A
R A
T A
S
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
CHILDS
ENGINEERING
BELLINGHAM, MA
PKG.
NO.
SHEET
PRECAST CONCRETE
PLANKS J, K, L & M
NBS
TEQ
NBS
4/5/2024 57
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FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 322870
No. 37443
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PROFESSIONAL ENG
IN
EER
N
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H O
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BENJA MIN
S A
R A
T A
S
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
CHILDS
ENGINEERING
BELLINGHAM, MA
PKG.
NO.
SHEET
PRECAST CONCRETE
PLANKS N & P
NBS
TEQ
NBS
4/5/2024 57
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FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 322870
No. 37443
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PROFESSIONAL ENG
IN
EER
N
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H O
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BENJA MIN
S A
R A
T A
S
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
CHILDS
ENGINEERING
BELLINGHAM, MA
PKG.
NO.
SHEET
MISC DETAILS
NBS
TEQ
NBS
4/5/2024 57
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CHARLESTON, SC
FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 322870
No. 37443
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D
PROFESSIONAL ENG
IN
EER
N
IC
H O
L A
S
BENJA MIN
S A
R A
T A
S
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
CHILDS
ENGINEERING
BELLINGHAM, MA
PKG.
NO.
SHEET
MISC DETAILS
NBS
TEQ
NBS
4/5/2024 57
188602
CHARLESTON, SC
FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 322870
No. 37443
LI
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D
PROFESSIONAL ENG
IN
EER
N
IC
H O
L A
S
BENJA MIN
S A
R A
T A
S
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
CHILDS
ENGINEERING
BELLINGHAM, MA
PKG.
NO.
SHEET
CIP DECK DETAILS
NBS
TEQ
NBS
4/5/2024 57
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CHARLESTON, SC
FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 322870
A
A
No. 37443
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BENJA MIN
S A
R A
T A
S
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
CHILDS
ENGINEERING
BELLINGHAM, MA
PKG.
NO.
SHEET
CIP DECK DETAILS
NBS
TEQ
NBS
4/5/2024 57
188602
CHARLESTON, SC
FORT SUMTER & FORT MOULTRIE NHP
FORT MOULTRIE DOCK REPLACEMENT 322870
No. 37443
LI
C
EN
SE
D
PROFESSIONAL ENG
IN
EER
N
IC
H O
L A
S
BENJA MIN
S A
R A
T A
S
VFD
30A 3P 25A
30A 3P
G
T
PANEL
MCB
'1NL1'
225A
M
M
CONDUIT SYMBOLS
DESIGNATION SYMBOLS
G GROUNDING CONDUCTOR
FLEXIBLE CONDUIT WITH SINGLE POINT OF
CONNECTION AT ELECTRICAL EQUIPMENT
CONDUIT STUBBED OUT AND CAPPED
CONDUIT STUBBED OUT WITH BUSHING
CONDUIT TURNING DOWN
CONDUIT TURNING UP
CONDUIT INSTALLED BELOW FINISHED FLOOR OR BELOW
GRADE
CONDUIT INSTALLED CONCEALED ABOVE CEILINGS, IN
WALLS IN FINISHED AREAS, OR EXPOSED IN UNFINISHED
AREAS
CONDUIT HOMERUN; ROUTE TO PANELBOARD, CABINET,
OR TERMINAL BOARD INDICATED, AND TERMINATE
CONDUCTORS TO CIRCUIT OVER CURRENT PROTECTIVE
DEVICE
EQUIPMENT TAG
DETAIL NUMBER
DETAIL REFERENCE BUBBLE
SHEET BEARING DETAIL
KEY NOTE TAG
A
E1.1
WIRING DEVICE SYMBOLS
POWER POLE CONNECTION TO MODULAR FURNITURE
120V, DUPLEX RECEPTACLE OUTLET, CEILING MOUNTED
120V, DUPLEX RECEPTACLE OUTLET, FLOOR MOUNTED
POKE THROUGH; SEE SPECIFICATIONS
SPECIAL PURPOSE RECEPTACLE, VOLTAGE AND NEMA
AS NOTED
120V, CONTROLLED 5MA GFCI DOUBLE DUPLEX
RECEPTACLE
120V, SPECIAL MOUNTING HEIGHT 5MA GFCI DOUBLE
DUPLEX RECEPTACLE
120V, 5MA GFCI DOUBLE DUPLEX RECEPTACLE OUTLET
120V, CONTROLLED DOUBLE DUPLEX RECEPTACLE
OUTLET
120V, SPECIAL MOUNTING HEIGHT DOUBLE DUPLEX
RECEPTACLE OUTLET
120V, DOUBLE DUPLEX RECEPTACLE OUTLET
120V, CONTROLLED 5MA GFCI DUPLEX RECEPTACLE
OUTLET
120V, SPECIAL MOUNTING HEIGHT 5MA GFCI DUPLEX
RECEPTACLE OUTLET
120V, 5MA GFCI DUPLEX RECEPTACLE OUTLET
120V, CONTROLLED DUPLEX RECEPTACLE OUTLET
120V, SPECIAL MOUNTING HEIGHT DUPLEX RECEPTACLE
OUTLET
120V, DUPLEX RECEPTACLE OUTLET
120V, SPECIAL MOUNTING HEIGHT SINGLE RECEPTACLE
OUTLET
120V, SINGLE RECEPTACLE OUTLET
SURFACE RACEWAY - TYPE, OUTLETS, SPACING AND
FINISH AS NOTED
FORT MOULTRIE - ELECTRICAL SYMBOL SCHEDULE
L
SURFACE ADJUSTABLE DOWNLIGHT
SURFACE DOWNLIGHT
RECESSED ADJUSTABLE DOWNLIGHT
RECESSED DOWNLIGHT
SURFACE TROFFER
WALL MOUNT
PENDANT MOUNT LINEAR
PENDANT MOUNT
SURFACE LINEAR
SURFACE STRIP
CONCEALED LED STRIP / TAPE
ROUND BOLLARD
EXIT SIGN WALL MOUNT - ARROW AND FACES AS SHOWN
ON PLANS
EXIT SIGN CEILING MOUNT - ARROW AND FACES AS
SHOWN ON PLANS
EMERGENCY BATTERY UNIT
POST TOP LIGHT
EXTERIOR POLE MOUNT
WALL MOUNTED EXIT SIGN LOW LEVEL
SQUARE BOLLARD
LUMINAIRE SYMBOLS
LUMINAIRE DESIGNATIONS
MARK:
E - EXTERIOR/SITE (NOT MOUNTED TO
BUILDING)
F - CEILING FAN
P - PENDANT
R - RECESSED (CEILING OR WALL)
S - SURFACE MOUNTED (CEILING OR WALL)
T "A,B,C" - TRACK
T "1,2,3" - TRACK HEAD
U - UNDERCABINET
W - WALL MOUNTED
X - EXIT SIGN/ EMERGENCY
SUFFIX:
A,B,C - LUMINAIRE VARIATIONS
E - EMERGENCY BATTERY BACKUP
S - INTEGRATED SENSOR
T - TUNABLE OR DIM TO WARM
PREFIX:
O - OWNER PROVIDED
PANEL - CIRCUIT, SWITCH LEG OR
CONTROL ZONE (WHERE SHOWN)
R1A L1-2,a
CR
ABBREVIATIONS
RCP REFLECTED CEILING PLAN
LLF LIGHT LOSS FACTOR
LED LIGHT EMITTING DIODE
CRI COLOR RENDERING INDEX
CCT CORRELATED COLOR TEMPERATURE
CL CONNECTED LOAD
DL DESIGN LOAD
DF DEMAND FACTOR OC OVER CURRENT
VD VOLTAGE DROP
FSD FIRE SMOKE DAMPER
P POLE
N NEUTRAL
EMS EMERGENCY MANAGEMENT SYSTEM
VFD VARIABLE FREQUENCY DRIVE
(N) NEW
(F) FUTURE
(R) RELOCATE EXISTING
(D) DEMOLISH EXISTING
(E) EXISTING TO REMAIN
FLC FULL LOAD CURRENT (NEC)
FLA FULL LOAD AMPS (NAME PLATE)
MOCP
MAXIMUM OVER CURRENT
PROTECTION
MCA
WT WATT
VA VOLT AMPERESV
VOLT
TEL TELEPHONE
TC TERMINAL CABINET
TB, TTB TERMINAL BACKBOARD
SWGR SWITCH GEAR
SWBD SWITCHBOARD
SPST SINGLE POLE, SINGLE THROW
SPDT SINGLE POLE, DOUBLE THROW
RSC RIGID STEEL CONDUIT
PWR POWER
PVC POLYVINYL CHLORIDE CONDUIT
PNL PANEL
∅ , PH PHASE
PB PULL BOX
OFCI OWNER FURNISHED
CONTRACTOR INSTALLED
NTS NOT TO SCALE
NO NORMALLY OPEN
NL NIGHT LIGHT
NEMA NATIONAL ELECTRICAL
MANUFACTURER'S ASSOCIATION
NC NORMALLY CLOSED
MLO MAIN LUGS ONLY
MCB MAIN CIRCUIT BREAKER
LRC LIGHTING RELAY CABINET
HPF HIGH POWER FACTOR
HP HORSEPOWER
HOA HAND - OFF - AUTO
IG ISOLATED GROUND.
GENERATORGEN
G, GND GROUND
GFCI GROUND FAULT
CIRCUIT INTERRUPTING
FVR FULL-VOLTAGE, REVERSING
FVNR FULL-VOLTAGE, NON-REVERSING
FA FIRE ALARM
ELECTRO METALLIC TUBINGEMT
E, EM EMERGENCY
ELEV ELEVATOR
ELEC ELECTRICAL
EC EMPTY CONDUIT
DIST DISTRIBUTION
DPST DOUBLE POLE SINGLE THROW
DPDT DOUBLE POLE, DOUBLE THROW
DC DIRECT CURRENT
CLG CEILING
CKT CIRCUIT
CFOI CONTRACTOR FURNISHED
OWNER INSTALLED
C CONDUIT
AV AUDIO VISUAL
AWG AMERICAN WIRE GAUGE
AT TRIP RATING IN AMPERES
AS SWITCH RATING IN AMPERES
AF FRAME RATING IN AMPERES
ATS AUTOMATIC TRANSFER SWITCH
AFG ABOVE FINISHED GRADE
AFF ABOVE FINISHED FLOOR
AIC AMPERE INTERRUPTING CAPACITY
ACT ABOVE COUNTER TOP
AC ALTERNATING CURRENT
A, AMP AMPERE
W WIRE
XFMR TRANSFORMER
V
MINIMUN CIRCUIT AMPS
ELECTRICAL GENERAL NOTES
A. VERIFY FINAL PLACEMENT AND CONNECTION REQUIREMENTS PRIOR TO
ROUGHING IN EQUIPMENT UTILITIES.
B. FINAL ACCEPTANCE OF WORK IN PLACE SHALL BE SUBJECT TO
APPROVAL BY CONTRACTING OFFICER'S REPRESENTATIVE.
INSTALLATION APPROVAL SHALL BE BASED ON APPROVED SUBMITTAL,
SHOP DRAWINGS AND LOCAL INSPECTIONS.
C. SUBMIT RED-LINE RECORD DRAWINGS WITHIN TWO (2) WORK WEEKS OF
DATE OF NOTIFICATION OF FINAL APPROVAL.
D. ALL WORK SHOWN ON DRAWINGS IS IN PART SCHEMATIC, INTENDED TO
CONVEY SCOPE OF WORK AND GENERAL LAYOUT. VERIFY ALL EXISTING
CONDITIONS AND MAKE ADJUSTMENTS AS REQUIRED. ELECTRICAL
DRAWINGS ARE LARGELY DIAGRAMMATIC AND, THEREFORE,
REPRESENT INSTALLATION INTENT AND GUIDELINES; IT IS THE
CONTRACTOR'S RESPONSIBILITY TO COVER ALL CONDITIONS ON THEIR
PREPARED SHOP DRAWINGS.
E. PROVIDE UP-TO-DATE, ACCURATE, AND LEGIBLE CIRCUIT DIRECTORY
WHICH APPLIES TO PANELBOARDS AS REQUIRED BY NEC ART. 408.4
DIRECTORY SHALL BE LOCATED ON THE FACE OR ON THE DOOR OF
EACH PANELBOARD. WITHIN EACH PANELBOARD PRIOR TO FINAL
ACCEPTANCE OF WORK IN PLACE.
F. LABEL ALL WIRING DEVICES WITH SOURCE PANELBOARD AND CIRCUIT
NUMBER ON COVER PLATE. SEE SPECIFICATIONS.
G. LABEL ALL NEW PANELBOARDS WITH ENGRAVED LAMINATED-PLASTIC
NAMEPLATES MOUNTED WITH CORROSION-RESISTANT SCREWS. SEE
SPECIFICATIONS.
H. ALL ELECTRICAL RACEWAYS SHALL BE CONCEALED UNLESS OTHERWISE
NOTED.
I. ALL CONDUCTORS SHALL BE #12 AWG MINIMUM TYPE THHN/THWN
UNLESS OTHERWISE NOTED.
J. ELECTRICAL PLANS ARE MOSTLY DIAGRAMMATIC. CONTRACTOR SHALL
PROVIDE CONNECTIONS BETWEEN FIXTURES AND LIGHTING CONTROL
DEVICES SUCH AS OCCUPANCY SENSORS, LIGHT SWITCHES, AND
LIGHTING CONTROL PANEL TO PROVIDE AN OPERABLE LIGHTING
SYSTEM.
K. IN THE EVENT OF ANY INCONSISTENCY BETWEEN ITEMS INDICATED ON
THE PLANS AND/OR THE SPECIFICATIONS, THE ONE WHICH PROVIDED
THE MOST COMPLETE WORK OR HIGHER STANDARD SHALL PREVAIL.
L. SUPPLY AND INSTALL ALL REQUIRED SUPPORTS AND BRACING OF
EQUIPMENT AND CONDUITS FOR PROPER EQUIPMENT INSTALLATIONS
AND CODE COMPLIANCE.
M. ALL EXPOSED CONDUITS SHALL BE INSTALLED AT RIGHT ANGLE TO
ROOM OR STRUCTURE. EXPOSED CONDUITS SHALL BE SUPPORTED
FROM BUILDING STRUCTURE USING APPROVED PIPE HANGERS.
N. ALL CONDUITS SHALL BE SIZED AS PER NEC UNLESS LARGER SIZES ARE
NOTED ON THE DRAWINGS.
O. ALL CUTTING, PATCHING AND PAINTING REQUIRED FOR THE CONCEALED
INSTALLATION OF CONDUITS SHALL BE PROVIDED BY THE CONTRACTING
OFFICER. DO NOT CUT OR DRILL STRUCTURAL MEMBERS WITHOUT
WRITTEN APPROVAL FROM CONTRACTING OFFICER. ALL CUTTING AND
PATCHING SHALL BE NEAT, AND PATCHING SHALL MATCH ADJACENT
SURFACE AS TO TEXTURE AND FINISH.
P. ALL DATA CABLING TO BE PROVIDED BY THE GOVERNMENT'S IT VENDOR.
COORDINATE ROUGH-IN WORK WITH GOVERNMENT'S IT VENDOR.
Q. APPROVED EQUAL MANUFACTURER'S ARE ACCEPTABLE PROVIDED
THEY MEET THE SALIENT CHARACTERISTICS OF THE EQUIPMENT. REFER
TO DRAWINGS AND SPECIFICATIONS.
SINGLE LINE SYMBOLS
NORMALLY CLOSED CONTACT
NORMALLY OPEN CONTACT
SWITCH AND FUSE; RATING AS SHOWN ON PLANS
SWITCH AND FUSE; RATING AS SHOWN ON PLANS
DRAWOUT CIRCUIT BREAKER; RATING AS SHOWN
ON PLANS
STATIONARY CIRCUIT BREAKER; RATING AS SHOWN
ON PLANS
GENERATOR
TRANSFORMER
AUTOMATIC TRANSFER SWITCH WITH BY-PASS
SWITCH
AUTOMATIC TRANSFER SWITCH
VARIABLE FREQUENCY DRIVE
COMBINATION MOTOR STARTER
MOTOR STARTER
HEAVY DUTY NON-FUSED DISCONNECT SWITCH
SWITCH XX/XX = AMP SWITCH/POLES
FUSED DISCONNECT SWITCH
SWITCH XX/XX/XX = AMP SWITCH/POLES/AMP FUSE
MOTOR
BUS DUCT
SINGLE LINE DIAGRAM LEGEND
(E) - EXISTING TO REMAIN
(D) - DEMOLITION WORK
(N) - NEW WORK
(F) FUTURE WORK
FEEDER TAG
100N G
UTILITY TRANSFORMER
PANELBOARD
INLINE METER
METER AND CTS
GROUND
POWER PLAN SYMBOLS
PB
P
A
T
A
PUSH BUTTON (FOR AUTOMATIC DOOR)
PUSH PLATE (FOR AUTOMATIC DOOR)
AUTO SINK TOILET OUTLET
120/208 FLUSH MOUNTED PANELBOARD
120/208 SURFACE MOUNTED PANELBOARD
PUSH BUTTON STATION
TRANSFORMER
WALL MOUNTED AUTO SINK TOILET OUTLET
J JUNCTION BOX
277/480 FLUSH MOUNTED PANELBOARD
277/480 SURFACE MOUNTED PANELBOARD
120V, DOUBLE DUPLEX RECEPTACLE OUTLET, CEILING
MOUNTED
120V, DOUBLE DUPLEX RECEPTACLE OUTLET, FLOOR
MOUNTED
EF-1
LIGHTING CONTROL SYMBOLS
a,b - SWITCH LEG(S)
BLANK - SINGLE POLE SWITCH
2 - DOUBLE POLE SINGLE THROW
3 - 3 WAY SWITCH
4 - 4 WAY SWITCH
K - KEY OPERATED
LV - LOW VOLTAGE
LM - MOMENTARY CONTACT SWITCH
OS - OCCUPANCY SENSOR SWITCH
T - TIMER SWITCH
a
SOS
# - DEVICE NUMBER
a,b - SWITCH LEG(S) z# - CONTROL ZONE(S)
CS - CONTROL STATION
OS - OCCUPANCY SENSOR
VS - VACANCY SENSOR
TS - TOUCH SCREEN
PC - PHOTOCELL
WITH STEM - WALL MOUNT
WITHOUT STEM - CEILING MOUNT
OS1
a
NOTES:
A. SWITCH LEG DESIGNATION USED FOR ROOM(S) WITH
STANDALONE LIGHTING CONTROLS.
B. CONTROL ZONE DESIGNATION USED FOR LIGHTING
CONTROL ZONES AS PART OF PROGRAMMABLE LIGHTING
CONTROL PANEL.
/2
/2
:3
E
A N
D E
R S
N
R
P
D
E N
V E
R \N
P S
F O
S U
D O
C K
S -2
\4
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\C A
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F S
\X L -F
O S
U M
O U
L T
R
IE
T
IT
L E
-B L O
C K
.D W
G
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEET
PKG.
NO.
SHEET
04/05/2024
DATE:
DESIGNED:
TECH. REVIEW:
A/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
MAZZETTI
DENVER, CO
188602
322870
FORT MOULTRIE DOCK REPLACEMENT
FORT SUMTER & MOULTRIE NHP
CHARLESTON, SC
ELECTRICAL
COVER SHEET
RS
HT
RS
E001
SD
MH
6.7
CM
F
CM
F
WE
TLA
ND
F
LA
G
BO
WE
TLA
ND
F
LA
G
BO
WE
TLA
ND
F
LA
G
BO
WE
TLA
ND
F
LA
G
BO
WE
TLA
ND
F
LA
G
BO
8"P
AL
M
.5"
PA
LM
9"
PA
LM
11"
PA
LM
.5"
LO
9"P
AL
M
9"
PA
LM
"LO
9"
PA
LM
"LO
9"
PA
LM
11"
PA
LM
"P
AL
M
9"
PA
LM
"P
AL
M
-1
-2
-3
-4
-5
-6
-7
-8
-8
7.2
TP
P K
CH
K
GP
S
6.6
DO
CK
6.7
DO
CK
6.7
DO
CK
6.7
DO
CK
6.6
DO
CK 90
6.5
DO
CK
6.6
DO
CK
6.7
RA
MP
6.6
RA
MP
4.0
RA
MP
3.8
RA
MP
3.8
FD 90
3.7
FD
3.6
FD
3.9
FD
6.6
DO
CK
6.5
DO
CK
6.7
DO
CK
6.4
DO
CK
8"
PA
LM
9"
PA
LM
9"
PA
LM
8"P
AL
M
2.2
2.1
2.1
2.3
2.7
0.0 pip e
0.0 pip e
7.1
TP
PK
G
PS
TP
M
AG
N
AIL
(N
AV
D8 8)
N .72
E 4.3
Z 7.1
4.9
5.3
5.3
5.5
5.3
5.8
6.0
7.0
6.8
5.9
5.8
6.2
6.0
5.6
5.2
5.7
5.8
5.8
5.8
5.9
5.8
MA
JO
R G
EN
ER
A L
WIL
LIA
M
MO
ULT
RIE
7.2
6.9
6.5
6.7
6.7
6.5 76.3
6.3
6.3
6.3
6.6
6.6
6.6
6.4
6.0
5.7
6.0
5.3
6.8
6.9
7.0
7.2
7.0
7.1
7.2
6.9
6.7
6.9
BE
NC
H
6.9
BE
NC
H
6.7
BE
NC
H
6.7
BE
NC
H
6.8
BE
NC
H
6.9
BE
NC
H
6.9
BE
NC
H
6.9
BE
NC
H
7.1
BE
NC
H
7.0
6.2
6.4
6.4
D
6.4
WM
WM
6.6
6.6
6.0
6.7
6.7
6.3
6.1
6.0
6.6
6.7
6.4
6.0
6.6
6.6
7.0
7.0
6.9
6.6
6.8
6.9
7.3
7.4
7.3
7.3
7.3
7.3
DE
DIC
AT
ED
B
ENC
H
7.3
DE
DIC
AT
ED
B
ENC
H
7.3
DE
DIC
AT
ED
B
ENC
H
7.3
PLA
QU
E 1.5
X1 .25
7.3
7.3
6.6
6.9 96.2
6.4
5.9
6.3
TL
6.6
TL
7.2
TL
6.9
TL
7.0
TL
7.1
TL
6.9
6.8
2.2
5.3
6.3
2.2
9.3
2.6
5.3
2.3
5.3
2.2 41.9
2.0
1.9
2.1
5.3
6.1
2.3
5.1
2.3
2.2
5.9
5.3
4.2
4.9
4.9
4.7
4.6
1.5
1.5
1.1
0.8
0.7
0.5
0.4
-2 .50
-2 .69
-2 .96
3"
LO
-2 .99
-2 .32
-2 .49
-2 .31
-2 .67
-4 .05
-4 .04-4
.60
-4 .04
-4 .06
-6 .42
-6 .24
-5 .32
-4 .80-3
.84
-3 .98
-2 .32 -2
.15
-2 .31
-0 .58
0.4
0.7
0.6
1.1
1.2
1.5
1.7
2.5
PANEL
"FOMO"
M
DEMO POWER CONNECTION TO
LIFT. REMOVE DISCONNECT
SWITCH, CONTROLS, CONDUIT AND
POWER WIRING BACK TO SOURCE
PANEL.
DEMO ALL EXISTING CONVENIENCE
OUTLETS. REMOVE CONDUIT AND
WIRING BACK TO SOURCE. (TYP)
DEMO EXISTING 100A, 120/240V
ELECTRICAL PANEL- REMOVE
ALL WIRING BACK TO SOURCE.
RETAIN CONDUIT FOR REUSE.
HISTORIC LIGHT POLE, TO BE
REMOVED BY NPS PRIOR TO THE
START OF CONSTRUCTION.
SALVAGE EXISTING REINFORCING
TO MATCH EXISTING FOUNDATION.
#6
(4) #1+(1)#8G-2"C
(E) INCOMING
UTILITY FEED
SERVICE ENTRANCE RATED
UTILITY DISCONNECT
120/240V, 1PHASE,
100A, 35KAIC, NEMA 3R
(E) UTILITY METER
BID OPTION F: FORT MOULTRIE LANDSIDE ELECTRICAL WORK
/2
/2
:3
E
A N
D E
R S
P
D
E N
V E
R \N
P S
F O
S U
D O
C K
S -2
\4
P
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\C A
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F S
\X L -F
O S
U M
O U
L T
R
IE
T
IT
L E
-B L O
C K
.D W
G
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEET
PKG.
NO.
SHEET
04/05/2024
DATE:
DESIGNED:
TECH. REVIEW:
A/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
MAZZETTI
DENVER, CO
188602
322870
FORT MOULTRIE DOCK REPLACEMENT
FORT SUMTER & MOULTRIE NHP
CHARLESTON, SC
ELECTRICAL PLAN
- FORT MOULTRIE -
DEMOLITION
RS
HT
RS
E1021" = 20'-0"E102
1 ELECTRICAL POWER PLAN - FORT MOULTRIE - DEMOLITION
NOT TO SCALE2
EXISTING UTILITY DISCONNECT AND METER
0' 10' 20' 40' 80'
6.7
CM
F
CM
F
WE
TLA
ND
F
LA
G
BO
WE
TLA
ND
F
LA
G
BO
WE
TLA
ND
F
LA
G
BO
WE
TLA
ND
F
LA
G
BO
WE
TLA
ND
F
LA
G
BO
7.2
TP
P K
CH
K
GP
S
6.7
RA
MP
6.6
RA
MP
4.0
RA
MP
3.8
RA
MP
7.1
TP
PK
G
PS
TP
M
AG
N
AIL
(N
AV
D8 8)
N .72
E 4.3
Z 7.1
D
WM
WM
7.3
PLA
QU
E 1.5
X1 .25
6.3
TL
6.6
TL
7.2
TL
6.9
TL
7.0
TL
7.1
TL
C
J
POWER CONNECTION TO LIFT /
CRANE. PROVIDE 60A, NEMA 3R
DISCONNECT SWITCH
PROVIDE 44" TALL
POWER PEDESTAL WITH
30A, 240V OUTLET, 20A,
120V OUTLET AND HOSE
BIB (REFER TO PLUMBING
DRAWINGS). ALL COVERS
SHALL BE LOCKABLE.
(TYP. 2)
CONVENIENCE OUTLETS WITH
LOCKABLE IN-USE COVER (TYP)
PROVIDE NEW 100A,
120/240V ELECTRICAL
PANEL- PROVIDE NEW
FEEDERS FROM EXISTING
UTILITY TRANSFORMER
MOUNT PANELBOARD
WITHIN MARINE GRADE,
GASKETED ENCLOSURE.
PROVIDE POWER TO
ELECTRIC LOCK WITH TIME
CONTROL
PROVIDE POWER TO
NPS FURNISHED
SECURITY CAMERA.
ROUTE CONDUIT
ON SIDE OF NEW
DOCK (TYP).
PROVIDE
EXPANSION
FITTING AND FLEX
CONDUIT
CONNECTION TO
SPAN EACH
EXPANSION JOINT
OF DOCK. REFER
TO STRUCTURAL
DRAWINGS FOR
LOCATIONS.
STUB 1" POWER CONDUIT TO
HISTORIC LIGHT POLE FROM
NEW PANELBOARD. LIGHT POLE
TO BE RE-INSTALLED BY NPS
POST CONSTRUCTION.
6,8
10 12
2,4
1,3
NEW CONVENIENCE OUTLETS
WITH LOCKABLE IN-USE COVER
(TYP)
PED-1
PED-1
PROVIDE SWITCH IN LOCKABLE
COVER TO CONTROL FLOODLIGHT.
B
BID OPTION "F":
ROUTING FOR NEW
ELECTRICAL
UTILITY SERVICE.
A. REFER TO LANDSCAPE ARCHITECT & MARINE ENGINEER
DRAWINGS FOR SCOPE OF WORK AREAS.
B. MOUNT ALL CONVENIENCE OUTLETS 18" ABOVE DOCK.
MOUNT FLOOD LIGHT FOR CRANE AT +72" ABOVE DOCK.
C. ALL DEVICES SHOWN ARE NEW, UNLESS OTHERWISE NOTED.
D. CIRCUIT ALL DEVICES ON THIS SHEET TO PANEL FOMO,
UNLESS OTHERWISE NOTED. REFER TO PANEL SCHEDULES
FOR MORE INFORMATION.
E. WHERE EXPOSED CONDUIT IS NOTED, CONTRACTOR SHALL
IDENTIFY ROUTING IN FIELD AND OBTAIN CONTRACTING
OFFICER'S APPROVAL OF ROUTING PRIOR TO ROUGH-IN.
EXPOSED CONDUIT SHALL BE ROUTED TIGHT TO STRUCTURE.
SHEET NOTES
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SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEET
PKG.
NO.
SHEET
04/05/2024
DATE:
DESIGNED:
TECH. REVIEW:
A/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
MAZZETTI
DENVER, CO
188602
322870
FORT MOULTRIE DOCK REPLACEMENT
FORT SUMTER & MOULTRIE NHP
CHARLESTON, SC
ELECTRICAL PLAN
- FORT MOULTRIE
RS
HT
RS
E2021" = 20'-0"E202
1 ELECTRICAL POWER PLAN - FORT MOULTRIE
LUMINAIRE SCHEDULE
MARK MANUFACTURER MODEL
ALTERNATE
MANUFACTURER DESCRIPTION LUMENS WATTS WATTS/FT CRI CCT FINISH
DRIVER
TYPE
DIMMING
INTERFACE VOLTAGE LOCATION NOTES
B SONARAY FL-030-M-8-30-DB-U OR APPROVED EQUAL LED FLOODLIGHT FOR CRANE 3194 30.0 W 80 3000K CUSTOM INTEGRAL N/A 120 V DOCK
CRANE
CC = CONTROLLED CIRCUIT, H = HACR, G = GFCI, A = AFCI, G/A = COMBO GFCI/AFCI, L = BREAKER LOCK
NOTES:
TOTAL EST. DEMAND CURRENT: 50 A
EQ 1720 VA 100.00% 1720 VA TOTAL CONNECTED CURRENT: 50 A
REC 360 VA 100.00% 360 VA TOTAL ESTIMATED LOAD: 12.12 kVA
Power 10000 VA 100.00% 10000 VA TOTAL CONNECTED LOAD: 12.11 kVA
LTG 30 VA 125.00% 37.5 VA
LOAD CLASS CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS
TOTAL AMPS: 52 A 49 A
TOTAL LOAD: 6.22 kVA 5.89 kVA
23 SPARE -- 20 A 1 0 / 0 1 20 A -- SPARE 24
21 SPARE -- 20 A 1 0 / 0 1 20 A -- SPARE 22
19 SPARE -- 20 A 1 0 / 0 1 20 A -- SPARE 20
17 SPARE -- 20 A 1 0 / 0 1 20 A -- SPARE 18
15 SPARE -- 20 A 1 0 / 0 1 20 A -- SPARE 16
13 SPARE -- 20 A 1 0 / 0 1 20 A -- SPARE 14
11 SPARE -- 20 A 1 0 / 0.36 1 20 A EQ DOCK RECEPTACLES 12
9 PLAZA RECEPTACLE REC 20 A 1 0.36 / 0.36 1 20 A EQ DOCK RECEPTACLES 10
7 FLOOD LIGHT LTG 20 A 1 0.03 / 0.25 8
5 SPARE -- 20 A 1 0 / 0.25
2 30 A EQ SHORE POWER
3 5 / 0.25 4
LIFT DISCONNECT Power 60 A 2
5 / 0.25
2 30 A EQ SHORE POWER
CKT DESCRIPTION
LOAD
CLASS NOTES AMPS POLES A B POLES AMPS NOTES
LOAD
CLASS DESCRIPTION CKT
OPTIONS: SERVICE ENTRANCE RATED SUPPLY FROM:
WIRES: 3 ENCLOSURE: NEMA 3R AIC RATING: 10,000 AIC
PHASE: 1 MOUNTING: SURFACE BUS RATING: 100A
VOLTS (L-L): 240 V PANEL TYPE: NORMAL MCB: 100 A
PANELBOARD: FOMO
NOT TO SCALE2
BID OPTION F - FORT MOULTRIE LANDSIDE ELECTRICAL WORK
0' 10' 20' 40' 80'
SYMBOL LEGENDSYMBOL LEGEND
FORT MOULTRIE - PLUMBING SYMBOL SCHEDULE
ABBREVIATIONS
GENERAL NOTES
M
G
SD
EQPT
RPBP
DETAIL NUMBER
SHEET BEARING DETAIL
DETAIL REFERENCE BUBBLE
EQUIPMENT
NUMBER
EQUIPMENT DESIGNATION
SHEET NOTE DESIGNATION
POINT OF DISCONNECTION
PIPE SLEEVE
PIPE CONNECTION, BOTTOM
PIPE CONNECTION, TOP
PIPE DOWN
PIPE UP
DIRECTION FLOW
REDUCER
PRESSURE GAUGE
METER
HOSE BIBB
STRAINER WITH HOSE BIBB
STRAINER
PRESSURE REDUCING VALVE ASSEMBLY
REDUCED PRESSURE BACKFLOW PREVENTER
CHECK VALVE
BALL VALVE
SHUT OFF VALVE
NATURAL GAS PIPING
STORM DRAIN
HOT WATER RETURN PIPING
HOT WATER PIPING
COLD WATER PIPING
VENT PIPING
SOIL OR WASTE PIPING BELOW FLOOR
SOIL OR WASTE PIPING ABOVE FLOOR
EXISTING PIPE, FIXTURE OR EQUIPMENT TO BE REMOVED
EXISTING PIPE
UON UNLESS OTHERWISE NOTED
TYPICALTYP
RPBP REDUCED PRESSURE BACKFLOW PREVENTER
PSI POUNDS PER SQUARE INCH
PRV PRESSURE REDUCING VALVE ASSEMBLY
POC POINT OF CONNECTION
(N) NEW
MIN MINIMUM
MAX MAXIMUM
IN INCHES
HB HOSE BIBB
GPM GALLONS PER MINUTE
GAL GALLON
FT FEET
EL ELEVATION
(E) EXISTING
DIA DIAMETER
DF DRINKING FOUNTAIN
CW COLD WATER
CTE CONNECT TO EXISTING
CONN CONNECTION
BFG BELOW FINISHED GRADE
BFF BELOW FINISHED FLOOR
ARCH ARCHITECTURAL
X.X
1. ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE
PLUMBING CODE, BUILDING CODE, NATIONAL FIRE PROTECTION CODE, AND ALL
OTHER APPLICABLE CODES AND REGULATIONS AS CURRENTLY ADOPTED BY
AUTHORITY HAVING JURISDICTION.
2. COORDINATE PLUMBING SYSTEMS WITH WORK OF OTHER TRADES PRIOR TO ANY
FABRICATION OR INSTALLATION. PROVIDE ALL FITTINGS, OFFSETS AND
TRANSITIONS AS REQUIRED FOR A COMPLETE WORKABLE INSTALLATION.
3. PROVIDE ALL FITTINGS, TRANSITIONS, VALVES AND OTHER DEVICES REQUIRED
FOR A COMPLETE WORKABLE INSTALLATION.
4. PIPES SHALL BE SUPPORTED AND BRACED PER SMACNA "GUIDELINES FOR
SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING PIPING
SYSTEMS."
5. APPROVED EQUAL MANUFACTURER'S ARE ACCEPTABLE PROVIDED THEY MEET
THE SALIENT CHARACTERISTICS OF THE EQUIPMENT. REFER TO DRAWINGS AND
SPECIFICATIONS.
G NATURAL GAS
BUTTERFLY VALVE
GLOBE VALVE
PRESSURE REGULATING VALVE
POINT OF CONNECTION
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SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEET
PKG.
NO.
SHEET
04/05/2024
DATE:
DESIGNED:
TECH. REVIEW:
A/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
MAZZETTI
DENVER, CO
188602
322870
FORT MOULTRIE DOCK REPLACEMENT
FORT SUMTER & MOULTRIE NHP
CHARLESTON, SC
PLUMBING COVER
SHEET
SLK
KB
SLK
P001
04/05/2024
6.7
CM
F
CM
F
WE
TLA
ND
F
LA
G
BO
WE
TLA
ND
F
LA
G
BO
WE
TLA
ND
F
LA
G
BO
WE
TLA
ND
F
LA
G
BO
WE
TLA
ND
F
LA
G
BO
7.3
PLA
QU
E 1.5
X1 .25
6.3
TL
6.6
TL
7.2
TL
6.9
TL
7.0
TL
7.1
TL
(E)1" CW
EXISTING WATER VALVE
AND VALVE BOX TO REMAIN,
PROTECT IN PLACE.
EXISTING
HOSE BIBBPD1
PD1
PD1
E X
IS
T
IN
G
P
IE
R
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SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEET
PKG.
NO.
SHEET
04/05/2024
DATE:
DESIGNED:
TECH. REVIEW:
A/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
MAZZETTI
DENVER, CO
188602
322870
FORT MOULTRIE DOCK REPLACEMENT
FORT SUMTER & MOULTRIE NHP
CHARLESTON, SC
PLUMBING PLAN -
FORT MOULTRIE -
DEMOLITION
SLK
KB
SLK
P1021" = 20'-0"P102
1 PLUMBING PLAN - FORT MOULTRIE - DEMOLITION
KEYNOTES
PD1 EXISTING HOSE BIBB AND ASSOCIATED PIPING INDICATED SHALL BE
DEMOLISHED.
GENERAL NOTES:
1. CONTRACTOR SHALL CONFIRM ALL EXISTING CONDITIONS AND
COMMUNICATE ANY CHANGES OR DISCREPANCEY TO THE
CONTRACTING OFFICER PRIOR TO CONSTRUCTION.
0' 10' 20' 40' 80' 04/05/2024
6.7
CM
F
CM
F
WE
TLA
ND
F
LA
G
BO
WE
TLA
ND
F
LA
G
BO
WE
TLA
ND
F
LA
G
BO
WE
TLA
ND
F
LA
G
BO
WE
TLA
ND
F
LA
G
BO
6.7
RA
MP
6.6
RA
MP
4.0
RA
MP
3.8
RA
MP
TP
M
AG
N
AIL
(N
AV
D8 8)
N .72
E 4.3
Z 7.1
D
WM
WM
(E)1" CW
1" CW
1" C
W
P3
EXISTING WATER VALVE
AND VALVE BOX TO REMAIN,
PROTECT IN PLACE.
HB-1 P2
3/4" CW
HB-1P2
P3
3/4" CW
P3
P5 P6P5P6
P4
P8 P10
3/4" CW
P8P10
3/4" CW
PED-1
PED-1 P11
P11
P12 P13
P12P13 P12 P13
P1
P12 P13P12P13
P12P12
P12 P13
P12 P13
P13P12
P9 P9
(2)-5/8"Ø 304SS
THRU BOLT WITH
MATCHING NUTS
AND WASHERS
NOTES:
1. PIPE SUPPORT SPACING 6'-0" MAX.
2. ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL PER THE
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
3. DECK PENETRATIONS TO BE COORDINATED WITH DECK REINFORCING
STEEL DESIGN OR LOCATED BY GROUND PENETRATING RADAR TO AVOID
REINFORCING STEEL WITHIN THE CONCRETE. PROVIDE 4 INCHES OF
CONCRETE COVER FOR ALL REINFORCING STEEL.
ELEVATION
PLAN
2-1/2"Ø PVC CONDUIT.
PVC CW PIPING.
REFER TO PLANS
FOR SIZE.
PRECAST
CONCRETE DOCK
PIPE CLAMP WITH
POLYPROPYLENE
CLAMP MATERIAL
(2) 304SS CLAMP
BOLT
INSULATE AS
INDICATED FOR COLD
WATER PIPING IN
CONCUIT.
2-1/2"Ø SCH. 40 OR
SCH. 80 PVC CONDUIT
AS INDICATED ON
PLANS.
304SS BOLT MOUNTED
BASE PLATE
304SS CLAMP
/2
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SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEET
PKG.
NO.
SHEET
04/05/2024
DATE:
DESIGNED:
TECH. REVIEW:
A/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
MAZZETTI
DENVER, CO
188602
322870
FORT MOULTRIE DOCK REPLACEMENT
FORT SUMTER & MOULTRIE NHP
CHARLESTON, SC
PLUMBING PLAN -
FORT MOULTRIE
SLK
KB
SLK
P2021" = 20'-0"P202
1 PLUMBING PLAN - FORT MOULTRIE
KEYNOTES
P1 ROUTE NEW PVC COLD WATER PIPING INSIDE 2-1/2" SCHEDULE 80 PVC
CONDUIT BELOW PIER DECK AND ALONG SIDE OF PIER CAP.
P2 NEW PEDESTAL STYLE SURFACE MOUNT HOSE BIBB / WATER HYDRANT.
UNIT SHALL BE SPECIAL ORDERED TO HAVE FAUCET HEIGHT ADJUSTED
FROM THE STANDARD ORDER 24-INCHES ABOVE GRADE TO 28-INCHES
ABOVE GRADE IN COMPLIANCE WITH REQUIREMENTS OF UNITED STATES
ACCESS BOARD OUTDOOR DEVELOPED AREAS DOCUMENTATION.
P3 ROUTE NEW PVC COLD WATER PIPING INSIDE 2-1/2" SCHEDULE 40 PVC
CONDUIT ALONG SIDE OF PIER STRUCTURE.
P4 INSTALL TEE AT LOW POINT IN NEW WATER PIPING AND HOSE END VALVE IN
VERTICAL PIPE FOR DRAINING DOWN SYSTEM.
P5 NEW WATER SERVICE FROM BELOW THROUGH CONCRETE DECK.
P6 NEW 1-INCH DIAMETER SLEEVE THROUGH CONCRETE PIER DECK TO ROUTE
DRAIN PIPE FROM HYDRANT. NEW HYDRANT DRAIN PIPE SHALL DISCHARGE
3-INCH MINIMUM BELOW PIER LEVEL.
P8 FURNISH AND INSTALL FLEXIBLE PIPE CONNECTOR IN CW PIPING AT AT
TRANSITION FROM STATIONARY DOCK TO GANGWAY.
P9 FURNISH AND INSTALL FLEXIBLE PIPE CONNECTOR IN CW PIPING AT AT
TRANSITION FROM GANGWAY TO FLOATING DOCK. SCHEDULE 80 PVC
CONDUIT SHALL BE INTERRUPTED AT FLEXIBLE CONNECTOR TO ALLOW FOR
MOVEMENT OF FLEXIBLE PIPE CONNECTOR.
P10 ROUTE NEW PVC COLD WATER PIPING INSIDE 2-1/2" SCHEDULE 80 PVC
CONDUIT ALONG SIDE OF GANGWAY.
P11 NEW PEDESTAL STYLE SURFACE MOUNT WATER AND POWER UTILITY
PEDESTAL. REFER TO ELECTRICAL DRAWINGS FOR DETAILS. REFER TO
MARINE ENGINEER DRAWINGS FOR EXACT LOCATION OF PEDESTAL.
P12 FURNISH AND INSTALL SCHEDULE 40 PVC EXPANSION JOINT ON OUTER
CONDUIT AT STRUTURE EXPANSION JOINT. REFER TO MARINE ENGINEER
DRAWINGS FOR EXACT LOCATION OF EXPANSION JOINT.
P13 FURNISH AND INSTALL FLEXIBLE PIPE CONNECTOR IN CW PIPING AT AT
STRUCTURE EXPANSION JOINT. REFER TO MARINE ENGINEER DRAWINGS
FOR EXACT LOCATION OF EXPANSION JOINT.
GENERAL NOTES:
1. CONTRACTOR SHALL CONFIRM ALL EXISTING CONDITIONS AND
COMMUNICATE ANY CHANGES OR DISCREPANCEY TO THE
CONTRACTING OFFICER PRIOR TO CONSTRUCTION.
2. DECK PENETRATIONS TO BE COORDINATED WITH DECK
REINFORCING STEEL DESIGN OR LOCATED BY GROUND
PENETRATING RADAR TO AVOID REINFORCING STEEL WITHIN THE
CONCRETE. PROVIDE 4 INCHES OF CONCRETE COVER FOR ALL
REINFORCING STEEL.
12" = 1'-0"P202
2 PIPE SUPPORT
0' 10' 20' 40' 80' 04/05/2024
File details come from the government source that posted it. Updated .