RTA Drawings - Amendment 001.pdf
PDF 5 MB Posted
- Solicitation number
- W912PM24B0001
About this file
This document is an amendment to the solicitation for the MOTSU Blast Berm Design FY24 project. The amendment revises two drawing sheets, CG208 and CG212, with changes to the grading plans, profiles, and section views for the berms. The key changes include deleting a "Berm Improvement" note, adding a note, and modifying the "N.I.C." text on the drawings.
The related federal contract opportunity is for the MOTSU Berm Repair Construction FY24 project in Brunswick County, North Carolina. The project's primary objective is to improve deficient earthen berms acting as barriers between ammunition and explosive storage areas at the Military Ocean Terminal Sunny Point (MOTSU). The work may include heavy tree clearing, sediment and erosion control, potential wetland mitigation, and significant earthwork to bring the berms into compliance with safety requirements. This is a Competitive Small Business set-aside with an estimated construction value between $10-25 million. The solicitation is issued electronically, and offerors must be registered in the System for Award Management (SAM).
View the file
Other files
Show all 12
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
Solicitation # W912PM24B0001
Project Title – MOTSU Blast Berm Design FY24
Amendment No. 001 Date: 21-MAY-2024
TECHNICAL SUMMARY OF CHANGES
1. CHANGES TO DRAWINGS. Attached hereto are revised drawing sheets.
A. REVISED DRAWINGS (ISSUED). The following revised drawings replace like numbered drawings and are issued herewith:
• CG208 – BT148 GRADING PLAN
o Berm Improvement boxed note in BT148 Grading Plan has been deleted.
o “N.I.C” text has been deleted from BT148 Profile View and BT148 Section
Views.
• CG212 – BT152 GRADING PLAN
o Berm Improvement boxed note in BT152 Grading Plan has been added.
o “N.I.C” text has been added to BT152 Profile View and BT152 Section Views.
…end of summary…
ESESESESESESESESESESESESESESESESESESESESESESESESESESESESESES
CP
C P
COMM
COMM
FLORA
FLORA
FLORA
FLORAFLORA
FL
O
RA
FLORA
ZO
N
E X
ZO
N
E X
SOUTH R
D 3
SOUTH R
D 3
1+00
1+00
4+
4+
7+
7+
0+00
1+00
2+00
3+00 4+00 5+00 6+00 7+00 8+00 9+00
SD
N:87899.05 E:2310476.18
N:87568.27 E:2310947.11
36.3
36.236.1
35.9
35.8
35.735.5
35.5
35.5
-2 :1
-2 :1
12 12
16 16
L1
L2
C
-2
-2%
-2
10' MAINTENANCE STRIP
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
EXISTING BERM IMPROVED BERM
10' MAINTENANCE STRIP10' MAINTENANCE STRIP
S
TA
. 0 +4
6.
E L.
9.
S
TA
. 0 +7
9.
E L.
5.
S
TA
. 8 +2
2.
E L.
6.
S
TA
. 8 +5
1.
E L.
1.
S
TA
. 8 +8
7.
E L.
0.
STA. 0+36.42
EL. 18.8
S
TA
. 0 +1
6.
E L.
8.
STA. 8+61.99
EL. 21.6
S
TA
. 2 +3
0.
E L.
5.
S
TA
. 3 +8
6.
E L.
5.
S
TA
. 3 +1
9.
E L.
5.
S
TA
. 7 +5
3.
E L.
6.
1+00
0 20 40 600-20-40-60
4+00
0 20 40 600-20-40-60
7+50
0 20 40 600-20-40-60
5.0' (TYP)
O
FF
.8
E L.
8.
O
FF
. 5 7.
E
L.
7.
O
FF
.6
E L.
9.
O
FF
. 5 1.
E
L.
9.
O
FF
.0
E L.
6.
O
FF
. 5 1.
E
L.
9.
EXISTING BERM
IMPROVED BERM
EXISTING BERM
IMPROVED BERM
EXISTING BERM
IMPROVED BERM
MATCH
EXISTING
GRADE (TYP)
LINE TABLE
LINE #
L1
L2
LENGTH
99.75'
620.71'
DIRECTION
S86° 57' 37.53"W
S71° 17' 55.58"E
CURVE TABLE
CURVE #
C1
LENGTH
179.54'
RADIUS
65.00'
DELTA
158°15'33"
CH LENGTH
127.67'
CH BEARING
S07° 49' 50.97"W
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
TE
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
IS
S
U E
D A
TE
S
IZ
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C
LA
R K
N E
X S
E N
M A
IN
S
TR
E
E T, S U
IT
E
V
IR
G
IN
IA
B E
A C
H , V
A
N C
B E
LS
F
IR
M
L
IC
E N
S E
N O
. C -1
W
IL
M
IN
G
TO
N D
IS
TR
IC
T
P .O
. B O
X
W
IL
M
IN
G
TO
N , N
C
-1
A
P R
IL
FI
LE
N A
M E
"X
M O
-2 0-
, M
O
TS
U B
LA
S
T B
E R
M D
E S
IG
N
M
IL
IT
A
R Y
O C
E A
N T
E R
M
IN
A L, S U
N N
Y P
O
IN
T S
O U
TH
P
O R
T, N
O R
TH
C
A R
O
LI
N A
M A
R K
D E
S C
R
IP
TI
O
N D
A
TE
W
2P M
B
R E
A D
Y T
O A
D V
E R
TI
S
E
80'0' 1"=40'
40'
20'0' 1"=10'
10'
OVERALL KEY PLAN SOUTH
KEY PLAN
N.T.S.N.T.S.
BT148 GRADING PLAN
SCALE: 1" = 40'
BT148 SECTION VIEWS
HORZ. SCALE: 1" = 40' VERT. SCALE: 1"=40'
BT148 PROFILE VIEW
HORZ. SCALE: 1"=40' VERT. SCALE: 1" = 10'
GENERAL NOTES
A. SEE SHEET C-001 FOR CIVIL GENERAL NOTES.
B. SEE SHEET C-002 FOR CIVIL LEGEND AND ABBREVIATIONS.
C. SEE SHEET C-004 KEY PLAN - GRADING PLANS FOR OVERALL
SITE PLAN.
D. DISTURBED AREAS REQUIRING EARTHWORK AND GRADING
SHALL HAVE A MAXIMUM OF 2H:1V SLOPES. STORMWATER
CONVEYANCE SWALES, DITCHES, AND CHANNELS ARE
EXCLUDED FROM A MAXIMUM OF 2H:1V SIDE SLOPES.
E. MAINTENANCE STRIP SHOWN ON DRAWINGS IS PROVIDED
FOR POSTCONSTRUCTION GOVERNMENT GROUNDCOVER
MAINTENANCE OPERATIONS ON BERMS.
F. PROTECT ALL PAVEMENTS SUBJECT TO TRACKED HEAVY
EQUIPMENT.
G.LIGHTNING PROTECTION SYSTEMS (LPS), ABOVE AND BURIED
COMPONENTS ADJACENT TO CONSTRUCTION LIMITS SHALL
BE PROTECTED FROM DISTURBANCE. DURING ALL PHASES
OF CONSTRUCTION, LPS POLES SHALL BE TIED WITH HIGH
VISIBILITY FLAGGING AT HEIGHTS VISIBLE TO GROUND AND
EQUIPMENT CREWS.
H. "N.I.C." EQUATES TO NOT IN CONTRACT.
I. LOCATE AND DETERMINE DEPTH OF EXISTING UTILITIES
ADJACENT TO IMPROVEMENTS BY SUBSURFACE UTILITY
LOCATOR METHODS AND HAND DIGGING. NOTIFY
GOVERNMENT OFFICIALS WITHIN 24 HOURS WHERE A
CONFLICT EXISTS. SEE SPECIFICATIONS FOR HAND DIGGING
EXCAVATION REQUIREMENTS WHEN ADJACENT TO UTILITIES.
CONSTRUCTION NOTES#
1. ELEVATIONS GRAPHICALLY SHOWN AT PLAN CENTERLINE
AND PROFILE ARE TOP OF BANK ELEVATIONS. THE TOP OF
BERM IS REQUIRED TO HAVE A CROWN AND SHALL BE
COMPLETED BY ADDING 0.5' IN HEIGHT AT THE CENTERLINE.
2. EXISTING DITCHES ADJACENT TO RAILROAD WITHIN LIMITS OF
DISTURBANCE SHALL BE CLEARED OF VEGETATION AND
DEBRIS. GRADE TO PROVIDE POSITIVE DRAINAGE. SEE
DETAIL B14 / SHEET CG502.
C D
B
TA
W
W
M D
TA
W
C
A D
R
LB
JL
W
B
T1
G R
A D
IN
G
P
LA
N
CG208
M O
TS
U
0-
C
-C G
B T1
.d w g
1 (TYP)
1 (TYP)
3 (TYP)
GRAPHIC SCALE(S)
KEY PLAN
AutoCAD SHX Text
RAILROAD TRACK
AutoCAD SHX Text
GRAVEL AREA
AutoCAD SHX Text
SOIL BARRIER
AutoCAD SHX Text
RAILROAD TRACK
AutoCAD SHX Text
ZONE X (MINIMAL FLOOD RISK)
AutoCAD SHX Text
ZONE X (MINIMAL FLOOD RISK)
AutoCAD SHX Text
EB
AutoCAD SHX Text
EB
AutoCAD SHX Text
EB
AutoCAD SHX Text
EB
AutoCAD SHX Text
SPUR AR148
AutoCAD SHX Text N
AutoCAD SHX Text
AMENDMENT NO. 001
AutoCAD SHX Text 05/21/2024
AutoCAD SHX Text
AutoCAD SHX Text N
AutoCAD SHX Text Spell checked by WDUDLEY on 04/18/2024 10:05am
AutoCAD SHX Text N
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
FLORA
FLORA
FLORA
0+00 1+00
2+00 3+00
4+00 5+00
6+00
1+
1+
4+
4+
18 18 18 16 16
N:87128.68 E:2309980.15
N:86888.97 E:2309430.11
-2
-2
10' MAINTENANCE STRIP34.2 34.9
34.6
34.0 35.3
0+00 1+00 2+00 3+00 4+00 5+00 6+00
IMPROVED BERM EXISTING BERM
10' MAINTENANCE STRIP
S
TA
. 0 +5
9.
E L.
1.
S
TA
. 4 +6
8.
E L.
5.
S
TA
. 4 +9
8.
E L.
0.
STA. 0+49.74
EL. 20.8
S
TA
. 0 +8
5.
E L.
4.
S
TA
. 0 +3
9.
E L.
9.
S
TA
. 5 +9
0.
E L.
8.
STA. 5+08.59
EL. 20.1
S
TA
. 3 +3
5.
E L.
4.
10' MAINTENANCE STRIP
1+00
0 20 40 600-20-40-60
4+50
0 20 40 600-20-40-60
O
FF
.6
E L.
9.
O
FF
. 4 4.
E
L.
8.
O
FF
.5
E L.
9.
O
FF
. 5 3.
E
L.
6.
5.0' (TYP) EXISTING GRADE
IMPROVED BERM
EXISTING GRADE
IMPROVED BERM
5.0' (TYP)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
TE
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
IS
S
U E
D A
TE
S
IZ
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C
LA
R K
N E
X S
E N
M A
IN
S
TR
E
E T, S U
IT
E
V
IR
G
IN
IA
B E
A C
H , V
A
N C
B E
LS
F
IR
M
L
IC
E N
S E
N O
. C -1
W
IL
M
IN
G
TO
N D
IS
TR
IC
T
P .O
. B O
X
W
IL
M
IN
G
TO
N , N
C
-1
A
P R
IL
FI
LE
N A
M E
"X
M O
-2 0-
, M
O
TS
U B
LA
S
T B
E R
M D
E S
IG
N
M
IL
IT
A
R Y
O C
E A
N T
E R
M
IN
A L, S U
N N
Y P
O
IN
T S
O U
TH
P
O R
T, N
O R
TH
C
A R
O
LI
N A
M A
R K
D E
S C
R
IP
TI
O
N D
A
TE
W
2P M
B
R E
A D
Y T
O A
D V
E R
TI
S
E
80'0' 1"=40'
40'
GRAPHIC SCALE(S)
KEY PLAN
20'0' 1"=10'
10'
OVERALL KEY PLAN SOUTH
KEY PLAN
N.T.S.N.T.S.
BT152 GRADING PLAN
SCALE: 1" = 40'
BT152 SECTION VIEWS
HORZ. SCALE: 1" = 40' VERT. SCALE: 1"=40'
BT152 PROFILE VIEW
HORZ. SCALE: 1"=40' VERT. SCALE: 1" = 10'
GENERAL NOTES
A. SEE SHEET C-001 FOR CIVIL GENERAL NOTES.
B. SEE SHEET C-002 FOR CIVIL LEGEND AND ABBREVIATIONS.
C. SEE SHEET C-004 KEY PLAN - GRADING PLANS FOR OVERALL
SITE PLAN.
D. DISTURBED AREAS REQUIRING EARTHWORK AND GRADING
SHALL HAVE A MAXIMUM OF 2H:1V SLOPES. STORMWATER
CONVEYANCE SWALES, DITCHES, AND CHANNELS ARE
EXCLUDED FROM A MAXIMUM OF 2H:1V SIDE SLOPES.
E. MAINTENANCE STRIP SHOWN ON DRAWINGS IS PROVIDED
FOR POSTCONSTRUCTION GOVERNMENT GROUNDCOVER
MAINTENANCE OPERATIONS ON BERMS.
F. PROTECT ALL PAVEMENTS SUBJECT TO TRACKED HEAVY
EQUIPMENT.
G.LIGHTNING PROTECTION SYSTEMS (LPS), ABOVE AND BURIED
COMPONENTS ADJACENT TO CONSTRUCTION LIMITS SHALL
BE PROTECTED FROM DISTURBANCE. DURING ALL PHASES
OF CONSTRUCTION, LPS POLES SHALL BE TIED WITH HIGH
VISIBILITY FLAGGING AT HEIGHTS VISIBLE TO GROUND AND
EQUIPMENT CREWS.
H. "N.I.C." EQUATES TO NOT IN CONTRACT.
I. LOCATE AND DETERMINE DEPTH OF EXISTING UTILITIES
ADJACENT TO IMPROVEMENTS BY SUBSURFACE UTILITY
LOCATOR METHODS AND HAND DIGGING. NOTIFY
GOVERNMENT OFFICIALS WITHIN 24 HOURS WHERE A
CONFLICT EXISTS. SEE SPECIFICATIONS FOR HAND DIGGING
EXCAVATION REQUIREMENTS WHEN ADJACENT TO UTILITIES.
CONSTRUCTION NOTES#
1. ELEVATIONS GRAPHICALLY SHOWN AT PLAN CENTERLINE
AND PROFILE ARE TOP OF BANK ELEVATIONS. THE TOP OF
BERM IS REQUIRED TO HAVE A CROWN AND SHALL BE
COMPLETED BY ADDING 0.5' IN HEIGHT AT THE CENTERLINE.
2. EXISTING DITCHES ADJACENT TO RAILROAD WITHIN LIMITS OF
DISTURBANCE SHALL BE CLEARED OF VEGETATION AND
DEBRIS. GRADE TO PROVIDE POSITIVE DRAINAGE. SEE
DETAIL B14 / SHEET CG502.
C D
B
TA
W
W
M D
TA
W
C
A D
R
LB
JL
W
B
T1
G R
A D
IN
G
P
LA
N
CG212
M O
TS
U
0-
C
-C G
B T1
.d w g
N.I.C.
N.I.C.
BERM IMPROVEMENTS TO BT152 ARE LIMITED TO TREE CLEARING AND GRUBBING,
ROUGH GRADE FOR POSITIVE DRAINAGE AND SEED WITHIN LIMITS OF DISTURBANCE.
DISREGARD PROPOSED GRADES, BERM GEOMETRY, AND MAINTENANCE STRIP.
AutoCAD SHX Text
RAILROAD TRACK
AutoCAD SHX Text
RAILROAD TRACK
AutoCAD SHX Text
RAILROAD TRACK
AutoCAD SHX Text
GRAVEL AREA
AutoCAD SHX Text
EB
AutoCAD SHX Text
EB
AutoCAD SHX Text
SPUR AR144
AutoCAD SHX Text
SPUR AR144
AutoCAD SHX Text N
AutoCAD SHX Text
AMENDMENT NO. 001
AutoCAD SHX Text 05/21/2024
AutoCAD SHX Text
AutoCAD SHX Text N
AutoCAD SHX Text Spell checked by TWEAVER on 05/17/2023 1:29pm
AutoCAD SHX Text N
File details come from the government source that posted it. Updated .