AMENDMENT_0004_Drawings.pdf
PDF 10 MB Posted
- Attached to
- P-371, UTILITY INVESTMENT FOR NUCLEAR FACILITIES LOCATED AT PORTSMOUTH NAVAL SHIPYARD IN KITTERY, MAINE
- Solicitation number
- N4008517R5010
About this file
AMENDMENT_0004_Drawings.pdf
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
D"
E'
D' C
M H
W
EL 3.81
M
LLW
EL -4.62
TO
P O
F TU
N
N
EL EL 10.77
C
AST IN
PLAC
E
TU
N
N
EL R
O O
F SLAB
"U
' SH
APED
PR
EC
AST
TU
N
N
EL SEC
TIO
N
W
14 SU
PPO
R
T PILE
BER
TH
11 R
EPAIR
TIED
BAC
K KIN
G
PILE AN
D
SH
U
TTER
PAN
EL BU
LKH
EAD
EXISTIN
G
W H
AR
F
D
EC
K, EL VAR
IES
S-504 C3
APPR
O
X TO
P O
F
EXISTIN
G R
O C
K FILL
/ R
IP R
AP FR
O M
O R
IG
IN
AL 1940'S
W
H
AR
F C
O N
STR
U
C
TIO
N
EXISTIN
G
FILL BELO
W
D
EC
K EL 2.2 +/-
BTM
O
F TU
N
N
EL EL 1.27
EXISTIN
G
C O
M
PR
ESSED
AIR
EXISTIN
G
FR
ESH
W
ATER
EXISTIN
G
H
IG
H
PR
ESSU
R
E STEAM
EXC
AVATE AN
D R
EM
O
VE
APPR
O
XIM
ATELY 1.4 FEET
O
F EXISTIN
G
G R
AVEL FILL
AN
D C
O M
PAC
T SU
BG
R
AD
E
FO
R
TU
N
N
EL SEC
TIO
N
H
-PILE D
R
IVEN
TO
R
O C
K
R O
C K
EL VAR
IES
EXISTIN
G
PEASTO
N
E FILL
E
XISTIN
G 5' - 0"
G R
AN
U
LAR
FILL
EXISTIN
G
FILTER
FABR
IC
EXISTIN
G
TO
E
O
F SLO
PE
ELEVATIO
N
VAR
IES
EXISTIN
G
TO
P
O
F SLO
PE
EL 2.2 +/-
LEVEL
EXISTIN
G
TO
E O
F
SLO
PE
E
L -14.8 +/-
5' LEVEL EXIST
R
IP R
AP
EXPO
SED
PO
R
TIO
N
O F
EXISTIN
G
R O
C
K AN
C H
O R
, TYP
2:1 SLO
PE
A5 S-301
1+00 0+50
EXISTIN
G
R
ETU
R N
BU
LKH
EAD
W
ALL
TYP FILL
BELO
W D
EC
K, EL 2.2 +/-
EXISTIN
G
STEEL
SH
EETIN
G
E
L 2.2 +/- (TO
P O
F EXIST R
IP
R
AP)
E L -2.8
EXISTIN
G
C O
M
PAC
TED
G
R
AN
U
LAR
FILL
EXISTIN
G
PEA STO
N
E FILL
EXISTIN
G
G R
O U
N D
LEVEL
EXISTIN
G
TO
P O
F R
IPR
AP
E L -14.8 +/-
EXISTIN
G
TO
P O
F
PEASTO
N
E FILL
E L -17.8 +/-
A- A
M H
W 3.81
M
LLW
-4.62
E L 0.0
E
XISTIN
G 3'
R
IPR
AP SLO
PE
PR
O
TEC
TIO
N
SEE
N O
TE
EXISTIN
G
D
EC
K U
TILITY TU
N
N
EL (U
TILITIES
N
O
T SH
O W
N
FO
R C
LAR
ITY
EXISTIN
G
R
ETU
R N
BU
LKH
EAD
R
EM
O
VE R
IP R
AP
AS R
EQ
U
IR
ED
TO
SET TU
N
N
EL
SEC
TIO
N
N O
TE:
TH
E R
IP R
AP SH
O
W N
W
AS
IN
STALLED
AS PAR
T O
F BER
TH
R
EPAIR
S. TH
E SPEC
IFIC
ATIO
N
FO
R
TH
IS STO
N E C
ALLED
FO
R A
M
IN
. STO
N
E SIZE O
F 10 LBS (AVG
D
IM
EN
SIO
N
O
F 5”) AN
D A M
AX.
STO
N
E SIZE O
F 500 LBS (M
AX.
D
IM
EN
SIO
N O
F 36”). TH
E
SPEC
IFIC
ATIO
N
ALSO
R
EQ
U
IR
ED
TH
AT 50%
O
F TH
E STO
N
ES BY
VO
LU
M
E TO
BE 200 LBS (AVG
D
IM
EN
SIO
N
>12”).
KITTERY, MAINEPORTSMOUTH NAVAL SHIPYARD
C
H
EC
K G R
APH
IC
SC
ALE BEFO
R E U
SIN
G
NAVAL FACILITIES ENGINEERING COMMAND ~ MID-ATLANTIC
SATISFAC
TO
R
Y TO
APPR
O
VED
AC
TIVITY
D
ATE
FO
R
C O
M M
AN
D
ER
N
AVFAC
SEAL
A /E
IN
FO SYM DESCRIPTION DATE APPR
N 40085-17-R
-5010 C
O N
STR
. C
O N
TR
. N
O
SH
EET
N
AVFAC
D R
AW
IN
G N
O
D
ES
D R
W C
H K
O F
E
PR
O
JEC
T N O
.: 1378626
PM
/D
M
BR
AN
C H
M
AN
AG
ER
C H
IEF EN
G
IN
EER
FIR
E PR
O
TEC
TIO
N
G
RAPHIC SCALE
A B C D
A B C D
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
PUBLIC WORKS DEPARTMENT - MAINE NAVAL SHIPYARD - PORTSMOUTH, NH
UTILITY INVESTMENT FOR
NUCLEAR FACILITIES
D R
AW
FO
R M
R
EVISIO
N : 10 O
C
TO
BE
R
L. TO
PP / L. M
cAD
AM
J. D O
N
AH
U E
8/02/2017
AM
IN
BAH
R
O U
R
C:\Users\Public\Documents\Local_Revit_Files\mdl_p371_tunnel_2016_tehill.rvt
11/12/2017 4:36:23 PM
BERTH 11B & 11C TUNNEL SECTION
S-301
TEH
TEH
PFH
FP1-17-277
12754351
4' 0'
4' 8'
1/4" = 1'-0"
S C
ALE: 1/4" = 1'-0"
S-101
A
B E
R
TH
S 11B
11C
S E
C
TIO
NS
-101, S-102, S-104, S-105
1 AMENDMENT 0003 PFH
S C
ALE: 1" = 10'-0"
C
P
LA
N
- E
X
IS
T B E
LO
W
D E
C K
G R
A D
IN
G
A T W
E S
T E N
D O
F B
E R
TH
S C
ALE: 1" = 10'-0"
S-301
A
E X
IS
TIN
G R
E
TU
R N
B U
LK
H
E A
D S
E C
TIO
N
11/13/17
M H
W
EL 3.81
M
LLW
EL -4.62
TO
P O
F TU
N
N
EL EL 10.77
C
AST IN
PLAC
E
TU
N
N
EL R
O O
F SLAB
"U
' SH
APED
PR
EC
AST
TU
N
N
EL SEC
TIO
N
W
14 SU
PPO
R
T PILE
BER
TH
11 R
EPAIR
TIED
BAC
K KIN
G
PILE AN
D
SH
U
TTER
PAN
EL BU
LKH
EAD
EXISTIN
G
W H
AR
F
D
EC
K, EL VAR
IES
S-504 C3
R O
C K
EL VAR
IES
BTM
O
F TU
N
N
EL EL 1.27
EXISTIN
G
STO
R
M D
R
AIN
O U
TFALL
EXISTIN
G
C O
M
PR
ESSED
AIR
EXISTIN
G
FR
ESH
W
ATER
EXISTIN
G
H
IG
H
PR
ESSU
R
E STEAM
H
-PILE D
R
IVEN
TO
R
O C
K
EXISTIN
G
FILL BELO
W
D
EC
K EL 2.2 +/-
EXC
AVATE AN
D R
EM
O
VE
APPR
O
XIM
ATELY 1.4 FEET
O
F EXISTIN
G
G R
AVEL FILL
AN
D C
O M
PAC
T SU
BG
R
AD
E
FO
R
TU
N
N
EL SEC
TIO
N
EXISTIN
G
D
EC
K ED
G
E BEAM
EXISTIN
G
TIM
BER
PILE, LO
W
LEVEL W
ALE AN
D C
H O
C
KS W
ER
E
ABAN
D
O N
ED
AN
D
LEFT IN
PLAC
E BELO
W
ELEV -2.5, FR
O M
BEN
T
Q
TO
BEN
T 12. R
EFER
TO
R
EFER
EN
C
E D R
AW
IN
G
S FO
R
AD
D
ITIO
N
AL IN
FO
R
M
ATIO
N
. LAN
D
SID
E FAC
E O
F LO
W
LEVEL
W
ALE IS LO
C
ATED
APPR
O
XIM
ATELY 2 FT. FR
O
M C
EN
TER
LIN
E O
F
EXISTIN
G D
EC
K ED
G
E BEAM
APPR
O
X TO
P O
F
EXISTIN
G R
O C
K FILL /
R
IP R
AP FR
O M
O R
IG
IN
AL 1940'S
W
H
AR
F C
O N
STR
U
C
TIO
N
EXISTIN
G
PEASTO
N
E FILL
E
XISTIN
G 5' - 0"
G R
AN
U
LAR
FILL
EXISTIN
G
FILTER
FABR
IC
KITTERY, MAINEPORTSMOUTH NAVAL SHIPYARD
C
H
EC
K G R
APH
IC
SC
ALE BEFO
R E U
SIN
G
NAVAL FACILITIES ENGINEERING COMMAND ~ MID-ATLANTIC
SATISFAC
TO
R
Y TO
APPR
O
VED
AC
TIVITY
D
ATE
FO
R
C O
M M
AN
D
ER
N
AVFAC
SEAL
A /E
IN
FO SYM DESCRIPTION DATE APPR
N 40085-17-R
-5010 C
O N
STR
. C
O N
TR
. N
O
SH
EET
N
AVFAC
D R
AW
IN
G N
O
D
ES
D R
W C
H K
O F
E
PR
O
JEC
T N O
.: 1378626
PM
/D
M
BR
AN
C H
M
AN
AG
ER
C H
IEF EN
G
IN
EER
FIR
E PR
O
TEC
TIO
N
G
RAPHIC SCALE
A B C D
A B C D
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
PUBLIC WORKS DEPARTMENT - MAINE NAVAL SHIPYARD - PORTSMOUTH, NH
UTILITY INVESTMENT FOR
NUCLEAR FACILITIES
D R
AW
FO
R M
R
EVISIO
N : 10 O
C
TO
BE
R
L. TO
PP / L. M
cAD
AM
J. D O
N
AH
U E
8/02/2017
AM
IN
BAH
R
O U
R
C:\Users\Public\Documents\Local_Revit_Files\mdl_p371_tunnel_2016_tehill.rvt
11/12/2017 4:37:01 PM
BERTH 11A TUNNEL SECTION
S-302
TEH
TEH
PFH
FP1-17-278
12754352
4' 0'
4' 8'
1/4" = 1'-0"
S C
ALE: 1/4" = 1'-0"
S-103
A
B E
R
TH
11A S
E C
TIO
N
S -103, S-106
1 AMENDMENT 0002 PFH
2 AMENDMENT 0003 PFH
10/30/17
11/13/17
(6.00') R
W
(6.00') R
W
(6.00') R
W
(6.00') R
W
(6.00') R
W
(6.00') R
W
TO
W
= EL 12.50'
TO
W
= EL 12.50'
TO
C
= EL 9.17'
TO
W
= EL 11.50'
TO
W
= EL 11.50'
TO
C
= EL 10.33'
TO
W
= EL 12.50'
A5 S-502
D5 S-502
C5 S-502
C5 S-502
C3 S-502
10" W
ALL, TYP
FO
O
TIN
G
, TYP
C O
N
TAIN
M
EN
T
BER
M W
ALL
D N
D N
28' - 7 1/4" 33' - 0"
43' - 7 1/2" 17' - 3 3/4"
10' - 8" 7' - 1 1/4"
11' - 10 3/4"
47' - 10 1/2"
33' - 8 1/2" 3' - 6"
10' - 5 1/2" 48' - 2 1/2"
17' - 5" 17' - 5"
17' - 0"
14' - 8"5' - 0"
5' - 0"
TO
C
= EL 9.75'
(6.00') R
W
(6.00') R
W
(6.00') R
W
(6.00') R
W
TO
W
= EL 12.00'
TO
W
= EL 12.00'
TO
W
= EL 11.50'
TO
C
= EL 9.75'
A5 S-502
C5 S-502
C5 S-502
C3 S-502
10" W
ALL, TYP
FO
O
TIN
G
, TYP
C O
N
TAIN
M
EN
T
BER
M W
ALL
D N
D N
10' - 11 1/4" 56' - 4 1/2"
5' - 0 3/4" 9' - 11 3/4"
2' - 3"12' - 3 1/2"
10' - 2 1/4"
13' - 3"
36' - 1"
9' - 1 1/2" 15' - 5 3/4"
42' - 9 3/4"
32' - 6 1/4"
15' - 2"
5' - 0"
5' - 0"
FO
U
N D
ATIO
N
FO
R
W
ALL TO
BE O
M
ITTED
AT LO
C
ATIO
N O
F
ELEC
TR
IC
AL M
AN
H O
LE
TO
C
= EL 9.17'
TO
C
= EL 9.75'
TO
W
= EL 12.00'
TO
W
= EL 11.50'
TO
W
= EL 12.00'
(5.00') R
W
(5.00') R
W
(5.00') R
W
(5.00') R
W
A5 S-502
C5 S-502
C3 S-502
10" W
ALL, TYP
FO
O
TIN
G
, TYP
C O
N
TAIN
M
EN
T
BER
M W
ALL
D N
D N
112' - 6"
39' - 10"
18' - 9 1/4" 12' - 11"
8' - 0" 7' - 0"
36' - 11"
13' - 7"
7' - 0" 90' - 6"
6' - 0"
6' - 0"
1.
R
EFER
TO
D W
G
S-001 FO
R G
EN
ER
AL N
O
TES AN
D
ABR
EVIATIO
N S.
2.
SEE C
IVIL D
R
AW
IN
G
S FO
R W
ALL SETTIN
G
O U
T.
3.
(XX.00') IN
D
IC
ATES TO
P O
F R
ETAIN
IN
G
W
ALL FO
O
TIN
G
ELEVATIO
N S.
4.
SH
ALLO
W
BEAR
IN
G C
APAC
ITY O
N C
O M
PAC
TED
SU
B-G
R
AD
E = 2,000PSF.
5.
PR
IO
R
TO
PLAC
EM
EN
T O
F FO
O
TIN
G
S TH
E G O
VER
N
M
EN
T W
ILL PER
FO
R M
IN
SPEC
TIO
N
O
F TH
E BEAR
IN
G
SU
R
FAC
E
FO
R
SU
ITABILITY.
6.
C
O N
TR
AC
TO
R
SH
ALL BE R
ESPO
N
SIBLE FO
R
C O
O R
D
IN
ATIN
G
LO
C
ATIO
N
S O
F BELO
W G
R
AD
E
SLEEVES AN
D W
ALL O
PEN
IN
G
S AS R
EQ
U
IR
ED
FO
R U
TILITIES.
7.
SEE C
IVIL D
R
AW
IN
G S C
S401, C S402, C
S403 & C
S407 FO
R W
ALL SETTIN
G
O U
T PO
IN
TS.
(9.00')
TO
P O
F
FO
O
TIN
G
TO
W
= EL 16.00'
A2
S-502
12" C O
N C
R
ETE
SLAB
E
L 14.50'
53' - 0"
28' - 6"
(9.00')
TO
P O
F
FO
O
TIN
G
(8.00')
TO
P O
F
FO
O
TIN
G
19' - 3 3/4"
5' - 0"
5' - 0"
KEY PLAN
KITTERY, MAINEPORTSMOUTH NAVAL SHIPYARD
C
H
EC
K G R
APH
IC
SC
ALE BEFO
R E U
SIN
G
NAVAL FACILITIES ENGINEERING COMMAND ~ MID-ATLANTIC
SATISFAC
TO
R
Y TO
APPR
O
VED
AC
TIVITY
D
ATE
FO
R
C O
M M
AN
D
ER
N
AVFAC
SEAL
A /E
IN
FO SYM DESCRIPTION DATE APPR
N 40085-17-R
-5010 C
O N
STR
. C
O N
TR
. N
O
SH
EET
N
AVFAC
D R
AW
IN
G N
O
D
ES
D R
W C
H K
O F
E
PR
O
JEC
T N O
.: 1378626
PM
/D
M
BR
AN
C H
M
AN
AG
ER
C H
IEF EN
G
IN
EER
FIR
E PR
O
TEC
TIO
N
G
RAPHIC SCALE
A B C D
A B C D
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
PUBLIC WORKS DEPARTMENT - MAINE NAVAL SHIPYARD - PORTSMOUTH, NH
UTILITY INVESTMENT FOR
NUCLEAR FACILITIES
D R
AW
FO
R M
R
EVISIO
N : 10 O
C
TO
BE
R
L. TO
PP / L. M
cAD
AM
J. D O
N
AH
U E
8/02/2017
AM
IN
BAH
R
O U
R
C:\Users\Public\Documents\Local_Revit_Files\mdl_p371_tunnel_2016_tehill.rvt
11/10/2017 4:08:10 PM
ELECTRICAL SUBSTATION RETAINING WALLS
S-403
TEH
TEH
PFH
FP1-17-281
12754355
S C
ALE: 1/8" = 1'-0"
S-107
A
S P
LH
- - R
E
TA
IN
IN
G W
A
LL LA
Y O
U T
S C
ALE: 1/8" = 1'-0"
S-107
B
S S
8S
- - R
E
TA
IN
IN
G W
A
LL LA
Y O
U T
S C
ALE: 1/8" = 1'-0"
S-107
C
S S
8N
- R
E
TA
IN
IN
G W
A
LL LA
Y O
U T
4' 0'
4' 8'
12' 16'
1/8" = 1'-0"
G E
N E
R A
L N O
TE
S
S C
ALE: 1/8" = 1'-0"
S-107
B
W H
E E
LE
R
S Y
S
TE
M C
O N
C R
E
TE
P A
D P
LA
N
1 1
10/20/171 AMENDMENT 0001 PFH
2 AMENDMENT 0003 PFH11/13/17
PRECAST TUNNEL "U" SECTION
8' - 4"7' - 9"
EXISTIN
G
PILE
C
AP/BEN
T
EXISTIN
G
C O
N C
R
ETE
EN
C
ASED
PILES
EXISTIN
G
BU
LKH
EAD
A2 S-504
C3 S-504
B3 S-504
FIELD
PAIN
T TO
P
SLAB TO
IN
D
IC
ATE
LO
AD
C
APAC
ITY O
F
TU
N N
EL. PLAC
E
PAVEM
EN
T M
AR
KIN
G
S
AT 100FT IN
TER
VALS.
SEE C
S409 D
ETAIL C
2.
CAST IN PLACE TOP SLAB
25' - 0" MAX
C2 S-505
ELEVATED DECK
CAPACITY 250PSF
P R
O
VID
E 2-#6 x 4' - 0"
LO
N G
T & B AT H
-PILE
EN
C
ASEM
EN
T, TYP
2' - 0"3' - 2"
B5 S-506
3' - 2"2' - 0"
C5 S-506
PR
EC
AST TU
N
N
EL "U
" SEC
TIO
N
8' - 4"
B3 S-504
S-504 A3
C
AST IN
PLAC
E TO
P SLAB
PR
EC
AST SEC
TIO
N W
ITH
6" R
IBBED
W
ATER
STO
P C
AST IN
IN
TER
IO
R
FAC
E O
F W
ALL
M
EM
BR
AN
E W
ATER
PR
O
O
FIN
G 12" W
ID
E STR
IPS AT JO
IN
TS
N O
TES:
1.
TH
E W
ATER
STO
P SH
ALL BE
W
ELD
ED
BETW
EEN
PR
EC
AST U
N
ITS AN
D
BETW
EEN
W
ALL AN
D
TO
P
SLAB TO
PR
O
VID
E A C
O N
TIN
U
O U
S W
ATER
STO
P
AT ALL C
O
N
STR
U C
TIO
N
JO
IN
TS BETW
EEN
TH
E W
ALL
AN
D C
IP TO
P SLAB AN
D
BETW
EEN
AD
JAC
EN
T
PR
EC
AST U
N
ITS.
2.
TH
E N
EO
PR
EN
E G
ASKET
SH
ALL BE EXTEN
D
ED
AN
D
BE SEALED
W
ITH
TH
E W
ATER
STO
P.
0' - 10"
0' - 5"
0' - 5 1/2"
N
EO
PR
EN
E G
ASKET
JO
IN
T SEALAN
T
FILLER
M
ATER
AL BAC
K U
P FO
R
SEALAN
T
M
EM
BR
AN
E W
ATER
PR
O
O
FIN
G
STR
IPS AT JO
IN
TS
C O
M
PR
ESSIBLE R
U
BBER
G
ASKET IN
R
EC
ESS O
R
JO
IN
T SEALAN
T AN
D
BAC
KER
R O
D
AT EXTER
IO
R
FAC
E O
F W
ALL.
IN
TER
IO
R
FAC
E O
F W
ALL
M H
W
EL 3.81
TO
P O
F TU
N
N
EL EL 10.77
4"
7 1/4" +/-
5"
14 1/4"
4' - 1"
H P14X117
BER
TH
R
EPAIR
S
BU
LKH
EAD
#5@
12" TYP
2FT X 2FT X 2FT
SU
M
P PIT W
ITH
PU
M P
2" PIPE W
ITH
C H
EC
K VALVE AT
5 LO
C
ATIO
N
S ALO
N
G
TU
N N
EL
IN
VER
T AT EL 4.81.
C O
N C
R
ETE EN
C
ASEM
EN
T
AT H
-PILE
C O
N C
R
ETE FILL O
VER
EXISTIN
G G
IR
D
ER
#5@ 12"
#5@
12" TYP
#6@
9" TYP
#5@
12" TYP
#5@ 12"
#5@ 12"
SLO
PE 1/8" PER
1FT
9" 9' - 5"
2' - 10"
12" MIN
EXISTIN
G
G
IR
D
ER
SIZE VAR
IES
S-505 B2
10" 10"
7' - 9"
SLO
PE 1/8" PER
1FT
EL 1.90 @
H
P
11" MIN
6" x 1 1/2" D
EEP
TR
EN
C H
S-506 A2
A3 S-505
#5@
12", TYP
KITTERY, MAINEPORTSMOUTH NAVAL SHIPYARD
C
H
EC
K G R
APH
IC
SC
ALE BEFO
R E U
SIN
G
NAVAL FACILITIES ENGINEERING COMMAND ~ MID-ATLANTIC
SATISFAC
TO
R
Y TO
APPR
O
VED
AC
TIVITY
D
ATE
FO
R
C O
M M
AN
D
ER
N
AVFAC
SEAL
A /E
IN
FO SYM DESCRIPTION DATE APPR
N 40085-17-R
-5010 C
O N
STR
. C
O N
TR
. N
O
SH
EET
N
AVFAC
D R
AW
IN
G N
O
D
ES
D R
W C
H K
O F
E
PR
O
JEC
T N O
.: 1378626
PM
/D
M
BR
AN
C H
M
AN
AG
ER
C H
IEF EN
G
IN
EER
FIR
E PR
O
TEC
TIO
N
G
RAPHIC SCALE
A B C D
A B C D
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
PUBLIC WORKS DEPARTMENT - MAINE NAVAL SHIPYARD - PORTSMOUTH, NH
UTILITY INVESTMENT FOR
NUCLEAR FACILITIES
D R
AW
FO
R M
R
EVISIO
N : 10 O
C
TO
BE
R
L. TO
PP / L. M
cAD
AM
J. D O
N
AH
U E
8/02/2017
AM
IN
BAH
R
O U
R
C:\Users\Public\Documents\Local_Revit_Files\mdl_p371_tunnel_2016_tehill.rvt
11/12/2017 3:19:35 PM
BERTH 11 TUNNEL DETAILS - SHEET 1 OF 3
S-504
TEH
TEH
PFH
FP1-17-289
12754363
S C
ALE: 1/2" = 1'-0"
S-104
A
TU
N
N E
L S
TR
U C
TU
R
E -P
A R
T P
LA
N 1/2" = 1'-0"
S-504 A
TU
N N
E L S
E C
TIO
N
S C
ALE: 3/4" = 1'-0"
S-504
B
TU
N
N E
L A N
C H
O R
R O
D D
E
TA
IL
1 1/2" = 1'-0" S-504
A
P R
E C
A S
T JO
IN
T 4'
3' 2'
1' 0'
4' 1/2" = 1'-0"
S C
ALE: 1/2" = 1'-0"
S-301
C
B E
R
TH
11A , 11B
11C
TU
N
N E
L D E
TA
IL
S -104, S-105, S-106, S-404, S-406
S -301, S-302, S-504
1 AMENDMENT 0003 PFH
11/13/17
EXISTIN
G
PIPE TU
N
N
EL
#7 @ 8" O
.C
#5 @ 8" O
.C
R
EPLAC
E C O
N C
R
ETE D
EC
K SO
TH
AT TO
P ELEVATIO
N
AN
D
R
AIL
R
EC
ESSES M
ATC
H
EXISTIN
G
FO
R
R
AIL R
ESTO
R
ATIO
N
D
ETAILS SEE
A5 O N
SH
EET
#5 @ 8" O
.C
SH
O
R
E PO
W
ER
STATIO
N
, SEE
ELEC
TR
IC
AL
D
R
AW
IN
G
S
STD
90°
H O
O
K, TYP.
14 - 4" C O
N D
U
IT
O
VER
TU
N
N
EL
#4 @ 8"
O .C
10' - 6" +/-
1' - 0"
1' - 0"
3' - 6" +/-
ASPH
ALT PATC
H
, SEE
C
IVIL D
R
AW
IN
G
S
C5 S-511
C O
N
TR
AC
TO
R
TO
ASSU
M
E EXISTIN
G
VER
TIC
AL R
EIN
FO
R
C
EM
EN
T IS #5@
12". C O
O R
D
IN
ATE D
U
C
TS W
ITH
EXISTIN
G C
O N
D
ITIO
N . W
H
ER
E
EXISTIN
G
BAR
IS R
EQ
U
IR
ED
TO
BE
C
U
T PR
O
VID
E AD
D
TIO
N
AL #6 BAR
D
R
ILLED
AN
D
EPO
XIED
IN
TO
C O
N C
R
ETE. M
IN
EM
BED
M
EN
T = 12".
ASSU
M
E 6 BAR
S AD
D
ITIO
N
AL BAR
R
EQ
U
IR
ED
IN
EAC
H
W
ALL.
MIN
1' - 6"
C S506
#7 @ 8" O
.C
#5 @ 8" O
.C
EXISTIN
G
R
EIN
FO
R
C
IN
G
EXISTIN
G
PIPE
TU
N N
EL
MIN.
COVER
EXISTIN
G
PIPE
TU
N N
EL
C
EILIN
G
RAIL
RECESS
BEYOND
#5 @ 8" O
.C
4 W
AY (2W
x2D
10 W
AY (5W
x2D
#4 @ 8"
O .C
7' - 6" +/-
1' - 6"
3' - 6" +/-
LAP EXISITN
G
R
EIN
FO
R
C
EM
EN
T W
ITH
N
EW
R
EIN
FO
R C
EM
EN
T
R O
U G
H
EN
EXISTIN
G
C O
N C
R
ETE SU
R
FAC
E
1 1/2" AM
PLITU
D
E 13' - 0"
5' - 0"13' - 6"
10' - 6" +/-
6' - 0" +/-
2' - 6"
1' - 0"
1' - 0"
3' - 0"
1' - 0" 1' - 0"
ALTAR
EXISTIN
G
PIPE TU
N
N
EL
-3.28'±
-4.62'± M
LLW
3.81'± M
H W
9.77'±
EXISTIN
G
AC
-4 W
AY
EXISTIN
G
PILE C
AP
BEYO
N
D
PR
O
VID
E
D U
C
TBAN
K
SEE
ELEC
TR
IC
AL
D
R
AW
IN
G
S
EXISTIN
G
PO
R
TAL
C
R
AN
E R
AIL SU
PPO
R
T
BEAM
EXISTIN
G
C R
AN
E
R
AIL
ABAN
D
O N
ED
M
ATC
H
EXISTIN
G
14 - 4" C O
N D
U
IT
O
VER
TU
N
N
EL
9.72'±
G
ALLER
Y
M
IN
IM
U
M
12" #57 STO
N
E BASE U
N D
ER
ALL
STR
U
C
TU
R
ES BELO
W M
E
AN
H
IG
H W
ATER
(M
H W
). SEPAR
ATE STO
N
E BASE FR
O M
EXISTIN
G
SO
IL W
ITH
FILTER
FABR
IC
, TYP
S-511 A2
4' - 8" 8 1/4"
3' - 6" +/- R
EIN
STALL R
EM
O
VABLE
G
U R
AD
R
AIL AN
D
BR
AC
KETS.
PR
O
VID
E 6 - 3/4" D
IA W
ED
G
E
BO
LTS, 5 1/2" EM
BED
M
EN
T PER
BR
AC
KET.
KITTERY, MAINEPORTSMOUTH NAVAL SHIPYARD
C
H
EC
K G R
APH
IC
SC
ALE BEFO
R E U
SIN
G
NAVAL FACILITIES ENGINEERING COMMAND ~ MID-ATLANTIC
SATISFAC
TO
R
Y TO
APPR
O
VED
AC
TIVITY
D
ATE
FO
R
C O
M M
AN
D
ER
N
AVFAC
SEAL
A /E
IN
FO SYM DESCRIPTION DATE APPR
N 40085-17-R
-5010 C
O N
STR
. C
O N
TR
. N
O
SH
EET
N
AVFAC
D R
AW
IN
G N
O
D
ES
D R
W C
H K
O F
E
PR
O
JEC
T N O
.: 1378626
PM
/D
M
BR
AN
C H
M
AN
AG
ER
C H
IEF EN
G
IN
EER
FIR
E PR
O
TEC
TIO
N
G
RAPHIC SCALE
A B C D
A B C D
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
PUBLIC WORKS DEPARTMENT - MAINE NAVAL SHIPYARD - PORTSMOUTH, NH
UTILITY INVESTMENT FOR
NUCLEAR FACILITIES
D R
AW
FO
R M
R
EVISIO
N : 10 O
C
TO
BE
R
APPR
O
VED
: PN
SY D
R
Y D O
C K C
O N
TR
O
L BO
AR
D
APPR
O
VED
SIG
N
ATU
R
E
BAD
G E #
D
ATE
TH
E SIG
N
ATU
R
ES ALSO
AC
KN
O W
LED
G
E TH
AT TH
E C
O N
STR
U
C
TIO
N D
O C
U M
EN
TS (D
R
AW
IN
G
S AN
D
SPEC
IFIC
ATIO
N
S) AC
C
U R
ATELY R
EPR
ESEN
T TH
E
PR
O
JEC
T R
EQ
U
IR
EM
EN
TS.
APPR
O
VED
APPR
O
VED
APPR
O
VED
C 984 D
D
BR
AN
C
H H
EAD
L. TO
PP / L. M
cAD
AM
J. D O
N
AH
U E
8/02/2017
AM
IN
BAH
R
O U
R
C:\Users\Public\Documents\Local_Revit_Files\mdl_p371_tunnel_2016_tehill.rvt
11/10/2017 4:15:40 PM
DRY DOCK 1 TUNNEL DETAILS - SHEET 1 OF 2
S-511
TEH
TEH
PFH
FP1-17-296
12754370
4' 3'
2' 1'
0' 4'
1/2" = 1'-0"
S C
ALE: 1/2" = 1'-0"
S-511
A
D D
1 TU
N
N E
L R E
IN
FO
R C
E M
E N
T D E
TA
IL - B
A
LC
O N
Y
S C
ALE: 1/2" = 1'-0"
S-511
C
D D
1 TU
N
N E
L R E
IN
FO
R C
E M
E N
T S E
C
TIO
N
- B
A
LC
O N
Y 1 S
C
ALE: 1/4" = 1'-0"
S-107 C
D
D
1 TU
N N
E L S
E C
TIO
N
- B A
LC
O
N Y
1S-107, ES201
1 AMENDMENT 0003 PFH
PRECAST TUNNEL "U" SECTION
8' - 4"7' - 9"
EXISTIN
G
PILE
C
AP/BEN
T
EXISTIN
G
C O
N C
R
ETE
EN
C
ASED
PILES
EXISTIN
G
BU
LKH
EAD
A2 S-504
C3 S-504
B3 S-504
FIELD
PAIN
T TO
P
SLAB TO
IN
D
IC
ATE
LO
AD
C
APAC
ITY O
F
TU
N N
EL. PLAC
E
PAVEM
EN
T M
AR
KIN
G
S
AT 100FT IN
TER
VALS.
SEE C
S409 D
ETAIL C
2.
CAST IN PLACE TOP SLAB
25' - 0" MAX
C2 S-505
ELEVATED DECK
CAPACITY 250PSF
P R
O
VID
E 2-#6 x 4' - 0"
LO
N G
T & B AT H
-PILE
EN
C
ASEM
EN
T, TYP
2' - 0"3' - 2"
B5 S-506
3' - 2"2' - 0"
C5 S-506
PR
EC
AST TU
N
N
EL "U
" SEC
TIO
N
8' - 4"
B3 S-504
S-504 A3
C
AST IN
PLAC
E TO
P SLAB
PR
EC
AST SEC
TIO
N W
ITH
6" R
IBBED
W
ATER
STO
P C
AST IN
IN
TER
IO
R
FAC
E O
F W
ALL
M
EM
BR
AN
E W
ATER
PR
O
O
FIN
G 12" W
ID
E STR
IPS AT JO
IN
TS
N O
TES:
1.
TH
E W
ATER
STO
P SH
ALL BE
W
ELD
ED
BETW
EEN
PR
EC
AST U
N
ITS AN
D
BETW
EEN
W
ALL AN
D
TO
P
SLAB TO
PR
O
VID
E A C
O N
TIN
U
O U
S W
ATER
STO
P
AT ALL C
O
N
STR
U C
TIO
N
JO
IN
TS BETW
EEN
TH
E W
ALL
AN
D C
IP TO
P SLAB AN
D
BETW
EEN
AD
JAC
EN
T
PR
EC
AST U
N
ITS.
2.
TH
E N
EO
PR
EN
E G
ASKET
SH
ALL BE EXTEN
D
ED
AN
D
SEALED
TO
TH
E
W
ATER
STO
P.
0' - 10"
0' - 5"
0' - 5 1/2"
N
EO
PR
EN
E G
ASKET
JO
IN
T SEALAN
T
FILLER
M
ATER
AL BAC
K U
P FO
R
SEALAN
T
M
EM
BR
AN
E W
ATER
PR
O
O
FIN
G
STR
IPS AT W
ALL JO
IN
TS
C O
M
PR
ESSIBLE R
U
BBER
G
ASKET IN
R
EC
ESS O
R
JO
IN
T SEALAN
T AN
D
BAC
KER
R O
D
AT
EXTER
IO
R
FAC
E O F W
ALL
AN
D
SLAB JO
IN
TS.
IN
TER
IO
R
O
F TU
N N
EL
M H
W
EL 3.81
TO
P O
F TU
N
N
EL EL 10.77
4"
7 1/4" +/-
5"
14 1/4"
4' - 1"
H P14X117
BER
TH
R
EPAIR
S
BU
LKH
EAD
#5@
12" TYP
2FT X 2FT X 2FT
SU
M
P PIT W
ITH
PU
M P
2" PIPE W
ITH
C H
EC
K VALVE AT
5 LO
C
ATIO
N
S ALO
N
G
TU
N N
EL
IN
VER
T AT EL 4.81.
C O
N C
R
ETE EN
C
ASEM
EN
T
AT H
-PILE
C O
N C
R
ETE FILL O
VER
EXISTIN
G G
IR
D
ER
#5@ 12"
#5@
12" TYP
#6@
9" TYP
#5@
12" TYP
#5@ 12"
#5@ 12"
SLO
PE 1/8" PER
1FT
9" 9' - 5"
2' - 10"
12" MIN
EXISTIN
G
G
IR
D
ER
SIZE VAR
IES
S-505 B2
10" 10"
7' - 9"
SLO
PE 1/8" PER
1FT
EL 1.90 @
H
P
11" MIN
6" x 1 1/2" D
EEP
TR
EN
C H
S-506 A2
A3 S-505
#5@
12", TYP
KITTERY, MAINEPORTSMOUTH NAVAL SHIPYARD
C
H
EC
K G R
APH
IC
SC
ALE BEFO
R E U
SIN
G
NAVAL FACILITIES ENGINEERING COMMAND ~ MID-ATLANTIC
SATISFAC
TO
R
Y TO
APPR
O
VED
AC
TIVITY
D
ATE
FO
R
C O
M M
AN
D
ER
N
AVFAC
SEAL
A /E
IN
FO SYM DESCRIPTION DATE APPR
N 40085-17-R
-5010 C
O N
STR
. C
O N
TR
. N
O
SH
EET
N
AVFAC
D R
AW
IN
G N
O
D
ES
D R
W C
H K
O F
E
PR
O
JEC
T N O
.: 1378626
PM
/D
M
BR
AN
C H
M
AN
AG
ER
C H
IEF EN
G
IN
EER
FIR
E PR
O
TEC
TIO
N
G
RAPHIC SCALE
A B C D
A B C D
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
PUBLIC WORKS DEPARTMENT - MAINE NAVAL SHIPYARD - PORTSMOUTH, NH
UTILITY INVESTMENT FOR
NUCLEAR FACILITIES
D R
AW
FO
R M
R
EVISIO
N : 10 O
C
TO
BE
R
L. TO
PP / L. M
cAD
AM
J. D O
N
AH
U E
8/02/2017
AM
IN
BAH
R
O U
R
C:\Users\Public\Documents\Local_Revit_Files\mdl_p371_tunnel_2016_tehill.rvt
11/12/2017 4:48:54 PM
BERTH 11 TUNNEL DETAILS - SHEET 1 OF 3
S-504
TEH
TEH
PFH
FP1-17-289
12754363
S C
ALE: 1/2" = 1'-0"
S-104
A
TU
N
N E
L S
TR
U C
TU
R
E -P
A R
T P
LA
N 1/2" = 1'-0"
S-504 A
TU
N N
E L S
E C
TIO
N
S C
ALE: 3/4" = 1'-0"
S-504
B
TU
N
N E
L A N
C H
O R
R O
D D
E
TA
IL
1 1/2" = 1'-0" S-504
A
P R
E C
A S
T JO
IN
T 4'
3' 2'
1' 0'
4' 1/2" = 1'-0"
S C
ALE: 1/2" = 1'-0"
S-301
C
B E
R
TH
11A , 11B
11C
TU
N
N E
L D E
TA
IL
S -104, S-105, S-106, S-404, S-406
S -301, S-302, S-504
1 AMENDMENT 0003 PFH
Portsm outh N aval Shipyard, K ittery, M
E
AA
PPEN
D
IX
D
TA
B
LE O
F C
O N
TEN
TS
1941 - D ry D ock N
o. 1 Q uay - C ontract N o, N O
Y
Pages1 to
1941 - Fitting O ut Pier N
o. 2 - C ontract N
o. N O
Y
Pages to
1977 - A dditional C rane R ail System
B erths 11 and
Pages1 to
13 - C ontract N
o. N
62472-76-C -0746
1998 - Structurally R epair B erth 11 - C ontract N
o. N 62472-98-C
-6547 Pages to
PO
RTSM
O U
TH N
AVAL SHIPYARD
1941 – DRY DO
CK N
O 1 Q
U
AY
CO
N
TRACT N
O
N O
Y 4761
1 O F
2 O
3 O
O U
TH N
AVAL SHIPYARD
1941 – FITTIN
G O
U
T PIER N
O
CO
N
TRACT N
O
N O
Y 5094
O
O U
TH N
AVAL SHIPYARD
1977 – ADDITIO
N
AL CRAN
E RAIL SYSTEM
BERTHS 11 AN
D 13
CO
N
TRACT N
O
N 62472-76-C-0746
O U
TH N
AVAL SHIPYARD
STRU
CTURALLY REPAIR BERTH 11
CO
N
TRACT N
O
. N 62472-98-C-6547
File details come from the government source that posted it.