1677779_dwg_Civil_TechAmend006.pdf
PDF 6 MB Posted
- Attached to
- N40085-23-R-2603: Design-Bid-Build Dry Dock 4 Refueling Complex, Norf olk Naval Shipyard
- Solicitation number
- N4008523R2603
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Other files
| File | Type | Posted |
|---|---|---|
| JA DD4 RSC Wireless Controller Redacted.pdf | ||
| JA ML-23-71 DD4 RSC ESS Components_Redacted.pdf | ||
| 23R2603 Amendment 0009.pdf |
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Text version
2" 4"
8 1 /2"
8 1 /2"
1"
1"±
9'-11 1/2"
115# RAILROAD RAIL
11 3/4" TYP
CONC UTILITY SLAB
EPOXY GROUT
BASE CLIP
2"Ø GROUT HOLE
C1 BASE PLATE PLAN
NOT TO SCALE
4"
A
PROFILE
B1 RAIL STOP DETAIL
NOT TO SCALE
END OF RAIL
SECTION A-A
B4 SECTION
NOT TO SCALE
8"
A
2" THICK STEEL PLATE
3/4"
COORDINATE RAIL STOP LOCATION
WITH CONTRACTING OFFICER
2"
115# RAILROAD RAIL
FINISHED
GRADE
C4 SECTION
NOT TO SCALE
2'-0" TYP
B4
CG501
C4
CG501
2'-0" TYP 11 3/4" TYP
3/4" STL
BASE
C1
CG501
4 1/2" 3 1/2"
PAVEMENT PER PLAN
C1
CG501
CONC
UTILITY
SLAB
EPOXY GROUT
EDGE OF CONC RAIL
POCKET, TYP 3/4"Ø HOLE, DRILL AND
TAP FOR LEVELING
BOLT, TYP
9'-11 1/2"x1'-1"x3/4" THICK
ASTM A588 STEEL BASE ,
TYP
7/8"Ø HOLE,
TYP
1/2" BETWEEN ADJ
PLATES, TYP1'-0" TYP
1/2" TYP 6 3/4" TYP
AN
CH
OR
LE
VE
LIN
G
BO
LT
S, T
YP
RA
ILR
OA
D
RA
IL
BA
SE
T
YP
5" T
YP
1 1
/2"
TY
P
6" TYP 1'-0" TYP 6 3/4" TYP
4" TYP4" TYP
TOP OF
EXISTING RAIL
TOP OF RAIL
1/4"
TYP 3/4"
TYP
3/4
TY
P
8" M
IN
EM
BE
D, RAIL POCKET
1 5 /8"
TY
P
3/4"Ø GALV EPOXY ANCHOR
W/ HEAVY HEX NUT & FLAT
WASHER, TYP
INSIDE OF
TRACK
POCKET, BASE
& RAIL
POCKET, BASE
& RAIL
INSIDE OF TRACK
3/4" STL
BASE
4 1/2" 3 1/2"
RAIL POCKET
1 5 /8"
TY
P
2 1/2" D x 2" W FORMED
FLANGEWAY
TWO PIECE WELDED RAIL CLIP
W/ 3/4"Ø BOLT, TYP
GROUND SURFACE
16 1/2" 22"
2 3/4"
TOP VIEW
5 3/16"
5 3/16"
4 3/8" 2 3/4"
FIELD SIDE
END VIEW
DRILL (4) HOLES TO 1 1/16"
GAUGE SIDE
5 3/16" 22" FROM RAIL HEAD
6"
FROM RAIL
HEAD
25"
CONCRETE
R
AI
L H
EA
D
A1 HINGED, LOCKING TYPE CAR STOP DETAIL
NOT TO SCALE
NOTES:
1. PROVIDE PADLOCK ATTACHED BY CHAIN TO THE SYSTEM.
A2 #6 TURN OUT SWITCH TIE ARRANGEMENT
NOT TO SCALE
NOTES:
1. DATA IN TABLE IS BASED ON LOCATING TIES UNDER SWITCHES AND FROGS AS INDICATED ON AREMA TRACK WORK PLANS OF THESE UNITS AND ON SPACING OF OTHER TIES APPROXIMATELY 20" CENTER TO CENTER.
2. LENGTHS OF SWITCH TIES IN TABLES ARE BASED ON 9'-0" CROSS TIES.
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
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.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
TI
C
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
A
NO
RF
O
LK
N
AV
AL
S
HI
PY
AR
D
PO
RT
SM
O
UT
H, V
IR
G
IN
IA
DR
Y
DO
CK
R
EF
UE
LI
NG
C O
M
PL
EX
04/04/2023
JTL/APG
EJA
DSN
1677779
N4008523R2603
DON EASON
C2370 SUPRV NUCLEAR ENGR, NNSY
SI
TE
G R
AD
IN
G A
N D
R
AI
LR
O
AD
D
ET
AI
LS
CG501
/04 /20
IS
SU
ED
F
OR
B
ID
RA
IL
DE
TA
IL
AD
D
/26
/20
A1 DOUBLE TONGUE SWITCH
NOT TO SCALE
C1 #6 DOUBLE TONGUE TURNOUT
NOT TO SCALE
7. SEE DETAIL A2 ON SHEET CG501 FOR
TURNOUT SWITCH TIE ARRANGEMENT.
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
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.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
TI
C
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
A
NO
RF
O
LK
N
AV
AL
S
HI
PY
AR
D
PO
RT
SM
O
UT
H, V
IR
G
IN
IA
DR
Y
DO
CK
R
EF
UE
LI
NG
C O
M
PL
EX
04/04/2023
JTL/APG
EJA
DSN
1677779
N4008523R2603
DON EASON
C2370 SUPRV NUCLEAR ENGR, NNSY
SI
TE
G R
AD
IN
G A
N D
R
AI
LR
O
AD
D
ET
AI
LS
CG502
/04 /20
IS
SU
ED
F
OR
B
ID
RA
IL
DE
TA
IL
CH
AN
GE
/26
/20
| CG501 SITE GRADING AND RAILROAD DETAILS |
| CG502 SITE GRADING AND RAILROAD DETAILS |
| 2023-06-26T15:09:28-0400 | |
| Brandyn Turley | |
| I am signing to certify the authenticity of this document. |
| 2023-06-26T15:09:33-0400 | |
| Brandyn Turley | |
| I am signing to certify the authenticity of this document. |
| 2023-06-27T11:32:50-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-06-27T11:33:34-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-06-27T11:33:45-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-06-27T11:34:07-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
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