CDC_DRAWING_FILE_-_2019-07-11_Part2.pdf
PDF 20 MB Posted
- Solicitation number
- W912ER19R0021
About this file
Care and Preservation Drawings Part 2 of 8
View the file
Other files
Show all 38
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
A C
U N
IT
A C
U N
IT
E P
E P
35.25
.2
35.25
.2
E P
E P
E P
E P
M
H
E P
E P
E P
E P
35.50
.50
E P
E P
35.75
35.75
35.75
W V
F
F
34.87 35.2535.25
35.70
35.71
35.49 35.50
INV 33.87 INV 33.81
33.59
33.57
35.9435.9435.9435.94
35.94
35.94
:1
2:1
.4
.0
1.55%
.5
.7
33.75
.2
34.25
34.25
.5
34.50
34.50
.7
34.75
34.75
35.25
35.25
35.50
35.50 35.75
35.75
35.66 35.55
35.66 35.56
35.78 35.75 35.89
35.89
35.73
35.73
35.85 35.75
S T
A
STA 3+00
A B C
D E F
KEYPLAN
GRAPHIC SCALE
NORTH ARROW
N
0 2010
%PRODUCTION DATA 1%
%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%
-0
-2
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
J U
N E
P L
O T D
A T
E
F
IL
E N
A M
E
A N
S I
D
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
D
U L L E
S C
O R
N E
R P
A R
K
S U
IT
E
H E
R N
D O
N
V A
M
ID
D L E E
A S
T D
IS
T R
IC
T
P .O
B O
X
W
IN
C H
E S
T E
R
V A
-1
C A
M P A
R
IF
J
A N
K U
W A
IT
C A
R E A
N D P
R E
S E
R V
A T
IO
N F
A C
IL
IT
Y of Engineers ®
US Army Corps
K U
W A
IT
W E
R -1
-D -0
GENERAL SHEET NOTES
0 CG203
SHEET KEYNOTES
IV
IL
S
IT
E G
R A
D
IN
G P
L A
N
A R
E A C
J
C O
R U
M
B L
U M
L
G A
N D
IA
G A
M P
R A
T T
/2
/2
K U -3
C S P
N .d g n
FF 35.95
FACILITY
PRESERVATION
CARE AND
S E
E C
G
M A
T C
H L
IN
E
SEE CG206
MATCHLINE
SEE CG205
MATCHLINE
CD501
E8
CD501
E6
CG220 AND CG221 FOR DRAINAGE DITCH PROFILES.
SEE SHEET CG210 FOR TYPICAL SITE SECTIONS AND SHEETS G.
OFFICER OF ANY SIGNIFICANT DISCREPANCY.
PROVIDE POSITIVE DRAINAGE SLOPES. NOTIFY CONTRACTING
BE MAINTAINED. MAKE MINOR MODIFICATIONS IN GRADING TO
CONSTRUCTION STAKING THAT POSITIVE DRAINAGE SLOPES WILL
ROADWAYS, AND PAVED AREAS. FIELD VERIFY DURING
DRAINAGE AWAY FROM BUILDINGS, STRUCTURE PADS,
INTENT OF THESE GRADING DRAWINGS IS TO PROVIDE POSITIVE F.
CONTROLS TO ENSURE ADEQUATE TREATEMENT.
ADDITIONAL NEW CONTROLS AND SEQUENCING WITH INITIAL
COORDINATE INSTALLATION OF STONE CHECK DAMS AND
PRIOR TO START OF MAIN CLEARING AND GRADING ACTIVITIES.
PERIMETER EROSION AND SEDIMENTATION CONTROLS INSTALLED
SEE CD100-CD106 FOR DEMOLITION INFORMATION AND INITIAL E.
SEE CU400-CU406 FOR UTILITY INFORMATIOND.
SEE CS100-CS106 FOR SITE LAYOUT INFORMATIONC.
SEE CD010-CD016 FOR DEMOLITION INFORMATIONB.
SEE C-001 FOR GENERAL NOTES AND LEGENDA.
CHECK DAM, SEE NOTE E5.
PROVIDE RIP-RAP LINING IN DITCH4.
PROJECT LIMITS3.
33 40 00
SHEET CG220 AND SPECIFICATION SECTION
CONCRETE BOX @ 0.30% SEE PROFILE
CULVERT 2 - 18.26M - 610 x 900 REINFORCED 2.
DITCH A, SEE PROFILE SHEET CG2201.
D
E S
IG
N S
U B
M
IT
T
L
RTA
U
PORTABLE CABINPORTABLE CABIN
G E
N E R
A T O
R
BUILDING
COMPRESSOR
AIR
.7
.0
.0
35.25
.2
.2
E P
E P
35.50
.50
35.58
35.08 35.07
35.14
35.78
35.9435.9435.9435.94
35.94
35.94
35.94
35.94
35.94
35.94
35.94
INV 34.49INV 34.51
:1
2:1
.0
1.35%
.8
.5
.7
.2
35.75
.7
35 35
35 35
35.50
35.25
34.75
35.50 35.25
34.75 34.50
34.50 34.75
35.91
35.94
35.89
35.94
35.89
S T
A
S T
A
A B C
D E F
KEYPLAN
GRAPHIC SCALE
NORTH ARROW
N
0 2010
-0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
J U
N E
P L
O T D
A T
E
F
IL
E N
A M
E
A N
S I
D
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
D
U L L E
S C
O R
N E
R P
A R
K
S U
IT
E
H E
R N
D O
N
V A
M
ID
D L E E
A S
T D
IS
T R
IC
T
P .O
B O
X
W
IN
C H
E S
T E
R
V A
-1
C A
M P A
R
IF
J
A N
K U
W A
IT
C A
R E A
N D P
R E
S E
R V
A T
IO
N F
A C
IL
IT
Y of Engineers ®
US Army Corps
K U
W A
IT
W E
R -1
-D -0
GENERAL SHEET NOTES
0 CG204
IV
IL
S
IT
E G
R A
D
IN
G P
L A
N
A R
E A D
J
C O
R U
M
B L
U M
L
G A
N D
IA
G A
M P
R A
T T
/2
/2
K U -3
C S P
N .d g n
FF 35.95
FACILITY
PRESERVATION
CARE AND
SEE CG201
MATCHLINE
SEE CG202
MATCHLINE
S E
E C
G
M A
T C
H L
IN
E
CG220 AND CG221 FOR DRAINAGE DITCH PROFILES.
SEE SHEET CG210 FOR TYPICAL SITE SECTIONS AND SHEETS G.
OFFICER OF ANY SIGNIFICANT DISCREPANCY.
PROVIDE POSITIVE DRAINAGE SLOPES. NOTIFY CONTRACTING
BE MAINTAINED. MAKE MINOR MODIFICATIONS IN GRADING TO
CONSTRUCTION STAKING THAT POSITIVE DRAINAGE SLOPES WILL
ROADWAYS, AND PAVED AREAS. FIELD VERIFY DURING
DRAINAGE AWAY FROM BUILDINGS, STRUCTURE PADS,
INTENT OF THESE GRADING DRAWINGS IS TO PROVIDE POSITIVE F.
TREATEMENT.
WITH INITIAL CONTROLS TO ENSURE ADEQUATE
AND ADDITIONAL NEW CONTROLS AND SEQUENCING
COORDINATE INSTALLATION OF STONE CHECK DAMS
PRIOR TO START OF MAIN CLEARING AND GRADING ACTIVITIES.
PERIMETER EROSION AND SEDIMENTATION CONTROLS INSTALLED
SEE CD100-CD106 FOR DEMOLITION INFORMATION AND INITIAL E.
SEE CU400-CU406 FOR UTILITY INFORMATIOND.
SEE CS100-CS106 FOR SITE LAYOUT INFORMATIONC.
SEE CD010-CD016 FOR DEMOLITION INFORMATIONB.
SEE C-001 FOR GENERAL NOTES AND LEGENDA.
CD501
E8
CD501
E6
COMPRESSED AIR TRENCH5.
SECTION 33 40 00
PROFILE SHEET CG221 AND SPECIFICATION
CULVERT 5-6.66M- 305mm RCP @ 0.30% SEE 4.
PROVIDE RIP-RAP LINING IN DITCH3.
PROJECT LIMITS2.
DITCH B, SEE PROFILE SHEET CG2211.
D
E S
IG
N S
U B
M
IT
T
PORTABLE CABINPORTABLE CABIN
E
N E R
A T O
R
BUILDING
COMPRESSOR
AIR
.7
.0
.0
35.25
.2
.2
E P
E P
35.50
.50
.5
.7
.2
35.75
35 35
35 35
35.50 35.25
34.75
34.75
35.50 35.25
34.75 34.50
34.50
35.58
35.08 35.07
35.14
35.78
35.9435.9435.9435.9435.94
35.9435.94
35.94
35.94
35.94
35.94
35.94
35.9435.94
INV 34.51 INV 34.49
35.83
:1
2:1
.0
2.00%
.8
35.87
35.94
35.93
35.89
S T
A
S T
A
A B C
D E F
KEYPLAN
GRAPHIC SCALE
NORTH ARROW
N
0 2010
-0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
J U
N E
P L
O T D
A T
E
F
IL
E N
A M
E
A N
S I
D
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
D
U L L E
S C
O R
N E
R P
A R
K
S U
IT
E
H E
R N
D O
N
V A
M
ID
D L E E
A S
T D
IS
T R
IC
T
P .O
B O
X
W
IN
C H
E S
T E
R
V A
-1
C A
M P A
R
IF
J
A N
K U
W A
IT
C A
R E A
N D P
R E
S E
R V
A T
IO
N F
A C
IL
IT
Y of Engineers ®
US Army Corps
K U
W A
IT
W E
R -1
-D -0
BID OPTION LEGEND
1.3
BID OPTION NUMBER
BID OPTION NOTE
(SUCCESSIVE)
BID OPTION #1
BID OPTION #2
BID OPTION #3
BID OPTION #4
BID OPTION #5
BID OPTION KEYNOTE - SEE C-002
GENERAL SHEET NOTES
IV
IL
S
IT
E G
R A
D
IN
G P
L A
N
J
C O
R U
M
B L
U M
L
G A
N D
IA
G A
M P
R A
T T
/2
/2
K U -3
C S P
N .d g n
FF 35.95
FACILITY
PRESERVATION
CARE AND
S E
E C
G
M A
T C
H L
IN
E
CG220 AND CG221 FOR DRAINAGE DITCH PROFILES.
SEE SHEET CG210 FOR TYPICAL SITE SECTIONS AND SHEETS G.
OFFICER OF ANY SIGNIFICANT DISCREPANCY.
PROVIDE POSITIVE DRAINAGE SLOPES. NOTIFY CONTRACTING
BE MAINTAINED. MAKE MINOR MODIFICATIONS IN GRADING TO
CONSTRUCTION STAKING THAT POSITIVE DRAINAGE SLOPES WILL
ROADWAYS, AND PAVED AREAS. FIELD VERIFY DURING
DRAINAGE AWAY FROM BUILDINGS, STRUCTURE PADS,
INTENT OF THESE GRADING DRAWINGS IS TO PROVIDE POSITIVE F.
TREATEMENT.
WITH INITIAL CONTROLS TO ENSURE ADEQUATE
AND ADDITIONAL NEW CONTROLS AND SEQUENCING
COORDINATE INSTALLATION OF STONE CHECK DAMS
PRIOR TO START OF MAIN CLEARING AND GRADING ACTIVITIES.
PERIMETER EROSION AND SEDIMENTATION CONTROLS INSTALLED
SEE CD100-CD106 FOR DEMOLITION INFORMATION AND INITIAL E.
SEE CU400-CU406 FOR UTILITY INFORMATIOND.
SEE CS100-CS106 FOR SITE LAYOUT INFORMATIONC.
SEE CD010-CD016 FOR DEMOLITION INFORMATIONB.
SEE C-001 FOR GENERAL NOTES AND LEGENDA.
CD501
E8
CD501
E6
CG204_A
SEE CG201_A
MATCHLINE
SEE CG202_A
MATCHLINE
COMPRESSED AIR TRENCH5.
SPECIFICATION SECTION 33 40 00
0.30% SEE PROFILE SHEET CG221 AND
CULVERT 1-6.66M - 305mm RCP @ 4.
PROVIDE RIP-RAP LINING IN DITCH3.
PROJECT LIMITS2.
DITCH B, SEE PROFILE SHEET CG2211.
A R
E A D B
ID
O
P T
IO
N
APPLICABLE DRAWINGS AND BID OPTIONS NOES ON DRAWING C-002
FOR BID OPTION KEYNOTES REFER TO BID OPTION LEGEND ON
1.0
D
E S
IG
N S
U B
M
IT
T
N T A
IN
E R S
C O
N T A
IN
E R S
S H E
D
.2
.2
.25
.25
E P
E P
M H S
M H S
M H S
M H S
.5
W
35.59
INV 33.95
35.46
MATCH EX
35.47
MATCH EX
35.51
MATCH EX
35.50
MATCH EX
35.94
35.9435.9435.9435.9435.9435.94
35.94
35.78 35.78
35.78
35.94
35.93
35.11
MATCH EX
35.41
MATCH EX
35.12
MATCH EX 35.28
35.31
35.33
35.30
35.92
35.94 35.94
:1
:1
.8
.2
.8
34.25 34.5034.7
35.25
.5
35.75
.7
35.50
35.25
35.75 35.50
35.25
35.25 35.50
35.75
35.25
35.66
35.66 35.56
35.78 35.75 35.89
35.89
35.73
35.73
35.75 35.85
35.85 35.75
35.94
S T
A
S T
A
A B C
D E F
KEYPLAN
GRAPHIC SCALE
NORTH ARROW
N
0 2010
-0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
J U
N E
P L
O T D
A T
E
F
IL
E N
A M
E
A N
S I
D
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
D
U L L E
S C
O R
N E
R P
A R
K
S U
IT
E
H E
R N
D O
N
V A
M
ID
D L E E
A S
T D
IS
T R
IC
T
P .O
B O
X
W
IN
C H
E S
T E
R
V A
-1
C A
M P A
R
IF
J
A N
K U
W A
IT
C A
R E A
N D P
R E
S E
R V
A T
IO
N F
A C
IL
IT
Y of Engineers ®
US Army Corps
K U
W A
IT
W E
R -1
-D -0
GENERAL SHEET NOTES
0 CG205
IV
IL
S
IT
E G
R A
D
IN
G P
L A
N
A R
E A E
J
C O
R U
M
B L
U M
L
G A
N D
IA
G A
M P
R A
T T
/2
/2
K U -3
C S P
N .d g n
FF 35.95
FACILITY
PRESERVATION
CARE AND
SEE CG202
MATCHLINE
SEE CG203
MATCHLINE
S E
E C
G
M A
T C
H L
IN
E
S E
E C
G
M A
T C
H L
IN
E
CD501
E8
CD501
E6
CHECK DAM, SEE NOTE E5.
PROVIDE RIP-RAP LINING IN DITCH4.
PROJECT LIMITS3.
33 40 00
SHEET CG221 AND SPECIFICATION SECTION
CONCRETE BOX @ 0.50% SEE PROFILE
CULVERT 3 - 16.28M - 610 x 1220 REINFORCED 2.
DITCH B, SEE PROFILE SHEET CG2211.
CG220 AND CG221 FOR DRAINAGE DITCH PROFILES.
SEE SHEET CG210 FOR TYPICAL SITE SECTIONS AND SHEETS G.
OFFICER OF ANY SIGNIFICANT DISCREPANCY.
PROVIDE POSITIVE DRAINAGE SLOPES. NOTIFY CONTRACTING
BE MAINTAINED. MAKE MINOR MODIFICATIONS IN GRADING TO
CONSTRUCTION STAKING THAT POSITIVE DRAINAGE SLOPES WILL
ROADWAYS, AND PAVED AREAS. FIELD VERIFY DURING
DRAINAGE AWAY FROM BUILDINGS, STRUCTURE PADS,
INTENT OF THESE GRADING DRAWINGS IS TO PROVIDE POSITIVE F.
CONTROLS TO ENSURE ADEQUATE TREATEMENT.
ADDITIONAL NEW CONTROLS AND SEQUENCING WITH INITIAL
COORDINATE INSTALLATION OF STONE CHECK DAMS AND
PRIOR TO START OF MAIN CLEARING AND GRADING ACTIVITIES.
PERIMETER EROSION AND SEDIMENTATION CONTROLS INSTALLED
SEE CD100-CD106 FOR DEMOLITION INFORMATION AND INITIAL E.
SEE CU400-CU406 FOR UTILITY INFORMATIOND.
SEE CS100-CS106 FOR SITE LAYOUT INFORMATIONC.
SEE CD010-CD016 FOR DEMOLITION INFORMATIONB.
SEE C-001 FOR GENERAL NOTES AND LEGENDA.
D
E S
IG
N S
U B
M
IT
T
N T A
IN
E R S
E X
IS
T
IN
G W
A R E H
O U S E
S H E
D
H V C a b le
H V C a b le
HV Cable
HV Cable
A C
U N
IT
A C
U N
IT
A C
U N
IT
A C
U N
IT
C O
N T A
IN
E R S
.2
.5
.7
S ig n
B o a rd
34.75
.25
E P
E P
E P
E P
E P
E
35.50
E P
E P
E
P T .1
35.39 35.05
35.0835.21
35.24 35.11
INV 32.86
INV 32.73
33.20
33.17
32.92
32.43
33.61
33.75
35.45
MATCH EX
35.46
MATCH EX
35.48
MATCH EX
35.45
MATCH EX
35.57
MATCH EX
35.49
MATCH EX
INV 33.87
33.01
35.55
MATCH EX
:1
:1
:1
:1
2:1
2:
2:
1.55%
32.50
.2
.5
33.50
.7
.7
34.25
.2
34.5034.7
.7
.25
35.25
.2
.2
35.25
.5
.5
.5
32.75
33.25 33.50
33.75
34.25 34.50
34.75
32.75
33.25 33.50
33.75
34.25 34.50
34.75
35.09
35.12
35.31 35.21
35.27 35.17
35.66 35.56
35.73
STA 4+0
S T
A
A B C
D E F
KEYPLAN
GRAPHIC SCALE
NORTH ARROW
N
0 2010
-0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
J U
N E
P L
O T D
A T
E
F
IL
E N
A M
E
A N
S I
D
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
D
U L L E
S C
O R
N E
R P
A R
K
S U
IT
E
H E
R N
D O
N
V A
M
ID
D L E E
A S
T D
IS
T R
IC
T
P .O
B O
X
W
IN
C H
E S
T E
R
V A
-1
C A
M P A
R
IF
J
A N
K U
W A
IT
C A
R E A
N D P
R E
S E
R V
A T
IO
N F
A C
IL
IT
Y of Engineers ®
US Army Corps
K U
W A
IT
W E
R -1
-D -0
GENERAL SHEET NOTES
0 CG206
IV
IL
S
IT
E G
R A
D
IN
G P
L A
N
A R
E A F
J
C O
R U
M
B L
U M
L
G A
N D
IA
G A
M P
R A
T T
/2
/2
K U -3
C S P
N .d g n
SEE CG203
MATCHLINE
S E
E C
G
M A
T C
H L
IN
E
CD501
E6
CD501
E8
CG220 AND CG221 FOR DRAINAGE DITCH PROFILES.
SEE SHEET CG210 FOR TYPICAL SITE SECTIONS AND SHEETS G.
OFFICER OF ANY SIGNIFICANT DISCREPANCY.
PROVIDE POSITIVE DRAINAGE SLOPES. NOTIFY CONTRACTING
BE MAINTAINED. MAKE MINOR MODIFICATIONS IN GRADING TO
CONSTRUCTION STAKING THAT POSITIVE DRAINAGE SLOPES WILL
ROADWAYS, AND PAVED AREAS. FIELD VERIFY DURING
DRAINAGE AWAY FROM BUILDINGS, STRUCTURE PADS,
INTENT OF THESE GRADING DRAWINGS IS TO PROVIDE POSITIVE F.
CONTROLS TO ENSURE ADEQUATE TREATEMENT.
ADDITIONAL NEW CONTROLS AND SEQUENCING WITH INITIAL
COORDINATE INSTALLATION OF STONE CHECK DAMS AND
PRIOR TO START OF MAIN CLEARING AND GRADING ACTIVITIES.
PERIMETER EROSION AND SEDIMENTATION CONTROLS INSTALLED
SEE CD100-CD106 FOR DEMOLITION INFORMATION AND INITIAL E.
SEE CU400-CU406 FOR UTILITY INFORMATIOND.
SEE CS100-CS106 FOR SITE LAYOUT INFORMATIONC.
SEE CD010-CD016 FOR DEMOLITION INFORMATIONB.
SEE C-001 FOR GENERAL NOTES AND LEGENDA.
CHECK DAM, SEE NOTE E6.
PROVIDE RIP-RAP LINING IN DITCH5.
@ 0.75% SEE PROFILE SHEET CG221
CULVERT 4 - 16.78M - 910 x 1520 REINFORCED CONCRETE BOX 4.
DITCH B, SEE PROFILE SHEET CG2213.
DITCH A, SEE PROFILE SHEET CG2202.
PROJECT LIMITS 1.
D
E S
IG
N S
U B
M
IT
T
GENERAL SHEET NOTES
0 CG210
IV
IL
J
C O
R U
M
B L
U M
L
G A
N D
IA
G A
M P
R A
T T
/2
/2
K U -3
C S P
N .d g
IT
E S
E C
T
IO
N S
CARE AND PRESERVATION FACILITY6.
DITCH B5.
DITCH A4.
PCCP PAVEMENT3.
PROPOSED GRADE2.
EXISTING GRADE1.
A
SECTION A
CG200
B
SECTION B
HORIZONTAL SCALE: 1:250
CG200
C
SECTION C
HORIZONTAL SCALE: 1:250
CG200
D
SECTION D
HORIZONTAL SCALE: 1:250
CG200
A
CG200
SECTION A (CON'T)
HORIZONTAL SCALE: 1:250
HORIZONTAL SCALE: 1:250
VERTICAL SCALE: 1:125
VERTICAL SCALE: 1:125
VERTICAL SCALE: 1:125
VERTICAL SCALE: 1:125
VERTICAL SCALE: 1:125
3 3
3 3
2:1
2:1 2:
2:
2:1
2:
V A R
IE
S
VARIES
V A R
IE
S
VARI
ES
1.84% 2.04%
1.85%1.44%2.08%
1.55%
8.84m57.79m
38.95m8.04m 6.27m18.62m
67.57m 6.6m20.54m
10.34m
PROVIDE RIP-RAP LINING IN DITCHC.
SEE CG200-CG206 FOR GRADING PLAN INFORMATION B.
SEE C-001 FOR GENERAL NOTES AND LEGENDA.
E6
CD501
2:
33.57m
1.35% 35.50
BID OPTION LEGEND
ADDITIVE BID OPTION #1
ADDITIVE BID OPTION #2
ADDITIVE BID OPTION #3
ADDITIVE BID OPTION #4
ADDITIVE BID OPTION #5
1.3
BID OPTION NUMBER
BID OPTION NOTE
(SUCCESSIVE)
BID OPTION KEYNOTE
2:
2.0%
22.57m1.0
106.77m8.04m
VARIES 2:1
1.88% 1.77%
2:1
VARI
ES
6.27m
36.11
34.30 34.30
35.23
35.92 35.92
35.57
34.57 34.57
35.03
1.0
APPLICABLE DRAWINGS AND BID OPTIONS NOES ON DRAWING C-002
FOR BID OPTION KEYNOTES REFER TO BID OPTION LEGEND ON
D
E S
IG
N S
U B
M
IT
T
35.95
35.05
35.38
33.37 33.37
-0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
J U
N E
P L
O T D
A T
E
F
IL
E N
A M
E
A N
S I
D
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
D
U L L E
S C
O R
N E
R P
A R
K
S U
IT
E
H E
R N
D O
N
V A
M
ID
D L E E
A S
T D
IS
T R
IC
T
P .O
B O
X
W
IN
C H
E S
T E
R
V A
-1
C A
M P A
R
IF
J
A N
K U
W A
IT
C A
R E A
N D P
R E
S E
R V
A T
IO
N F
A C
IL
IT
Y of Engineers ®
US Army Corps
K U
W A
IT
W E
R -1
-D -0
35.50 35.95
35.95
34.30 34.30
35.23
35.95
35.95
35.57 36.11
34.57 34.57
35.03
35.66 35.27
35.95 35.95
35.57 35.19
34.10 34.10
34.9434.89
32.67 32.67
35.92 35.92
IN
.3
S T
A
.4
IN
V
.3
S T
A
.4
16.02M - 305mm RCP @ 0.30%
CULVERT 1
0+00 1+00
IN
V
.4
S T
A
.0
0.30% 0.30%
-0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
J U
N E
P L
O T D
A T
E
F
IL
E N
A M
E
A N
S I
D
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
D
U L L E
S C
O R
N E
R P
A R
K
S U
IT
E
H E
R N
D O
N
V A
M
ID
D L E E
A S
T D
IS
T R
IC
T
P .O
B O
X
W
IN
C H
E S
T E
R
V A
-1
C A
M P A
R
IF
J
A N
K U
W A
IT
C A
R E A
N D P
R E
S E
R V
A T
IO
N F
A C
IL
IT
Y of Engineers ®
US Army Corps
K U
W A
IT
W E
R -1
-D -0
IN
V
.8
S T
A
.9
IN
V
.8
S T
A
.6
CULVERT 2
2+00
CONCRETE BOX @ 0.30%
18.26M - 600 x 900 REINFORCED 0.30%
0.30% 0.30%
0.30%
3+00 4+00
IN
V
.1
S T
A
.1
GENERAL SHEET NOTES
0 CG220
IL
J
C O
R U
M
B L
U M
L
G A
N D
IA
G A
M P
R A
T T
/2
/2
K U -3
C S P
N .d g
CG201
CG202
HORIZONTAL SCALE: 1:250
VERTICAL SCALE: 1:125
SHEET KEYNOTES
D
IT
C H P
R O
F
IL
E S
DITCH A STA 0+00 TO 1+37.50
DITCH A STA 1+37.50 TO 2+75.00
B
CG202
HORIZONTAL SCALE: 1:250
VERTICAL SCALE: 1:125
CG203
VERTICAL SCALE: 1:125
HORIZONTAL SCALE: 1:250
C
CG203
DITCH A STA 2+75 TO END
CG206
SEE CG200-CG206 FOR GRADING PLAN INFORMATIONB.
SEE C-001 FOR GENERAL NOTES AND LEGENDA.
M A
T C
H L
IN
E
- S
E E B
E L
O W
M A
T C
H L
IN
E
- S
E E B
E L
O W
M A
T C
H L
IN
E
- S
E E A
B O
V E
M A
T C
H L
IN
E
- S
E E A
B O
V E
CD501
E8
CHECK DAM5.
33 40 00SECTION
CULVERT 2, SEE SPECIFICATION 4.
33 40 00SECTION
CULVERT 1, SEE SPECIFICATION 3.
PROPOSED GRADE AT DITCH CENTER2.
EXISTING GRADE AT DITCH CENTER1.
1+37.50
1+37.50 2+75
2+75 4+09.11
D
E S
IG
N S
U B
M
IT
T
0+00 0+50 1+00
0.30%
CULVERT 5
IN
V
.5
S T
A
.1
IN
V
.4
S T
A
.5
IN
V
.6
S
T A
.0
@ 0.30%
6.66M - 305mm RCP
0.30%
-0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
J U
N E
P L
O T D
A T
E
F
IL
E N
A M
E
A N
S I
D
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
D
U L L E
S C
O R
N E
R P
A R
K
S U
IT
E
H E
R N
D O
N
V A
M
ID
D L E E
A S
T D
IS
T R
IC
T
P .O
B O
X
W
IN
C H
E S
T E
R
V A
-1
C A
M P A
R
IF
J
A N
K U
W A
IT
C A
R E A
N D P
R E
S E
R V
A T
IO
N F
A C
IL
IT
Y of Engineers ®
US Army Corps
K U
W A
IT
W E
R -1
-D -0
IN
V
.7
S T
A
.6
IN
V
.8
S T
A
.9
CULVERT 4
1.80% V
P I S
T A .8
E L E
V A
T
IO
N
.0
0.75%
2+50 3+00 3+50
0.75%
IN
V
.4
S
T A
.6
CONCRETE BOX @ 0.75%
16.78M - 910 x 1520 REINFORCED
IN
V
.8
S T
A
.7
IN
V
.9
S T
A
.4
CULVERT 3
V P I S
T A .9
E L E
V A
T
IO
N
.7
0.50%
1+50 2+00 2+50
CONCRETE BOX @ 0.50%
16.28M - 610 x 1220 REINFORCED V
P I S
T A .3
E L E
V A
T
IO
N
.1
0.50% 0.30%
GENERAL SHEET NOTES
0 CG221
IL
J
C O
R U
M
B L
U M
L
G A
N D
IA
G A
M P
R A
T T
/2
/2
K U -3
C S P
N .d g
CG204
CG205
HORIZONTAL SCALE: 1:250
VERTICAL SCALE: 1:125
SHEET KEYNOTES
D
IT
C H P
R O
F
IL
E S
DITCH B STA 0+00 TO 1+25.00
DITCH B STA 1+25.00 TO 2+50.00
B
CG205
HORIZONTAL SCALE: 1:250
VERTICAL SCALE: 1:125
CG206
VERTICAL SCALE: 1:125
HORIZONTAL SCALE: 1:250
C
CG206
DITCH B STA 2+50 TO END
M A
T C
H L
IN
E
- S
E E B
E L
O W
M A
T C
H L
IN
E
- S
E E B
E L
O W
2+50
M A
T C
H L
IN
E
- S
E E A
B O
V E
M A
T C
H L
IN
E
- S
E E A
B O
V E
2+50 3+00 3+502+50 3+00 3+50
INFORMATION
SEE CG200-CG206 FOR GRADING PLAN B.
SEE C-001 FOR GENERAL NOTES AND LEGENDA.
CD501
E8
1+25
1+25
3+67.62
SECTION 33 40 00
CULVERT 5, SEE SPECIFICATION 6.
CHECK DAM5.
SECTION 33 40 00
CULVERT 4, SEE SPECIFICATION 4.
SECTION 33 40 00
CULVERT 3, SEE SPECIFICATION 3.
CENTER
PROPOSED GRADE AT DITCH 2.
EXISTING GRADE AT DITCH CENTER1.
D
E S
IG
N S
U B
M
IT
T xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xWxWxWxWxWxWxWxWxW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xWx W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xWxWxWxWxWxWxWxWxW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xWx W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xWxWxWxWxWxWxWxWxW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xWx W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xWxWxWxWxWxWxWxWxW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xWx W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xWxWxWxWxWxWxWxWxW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xWx W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xWxWxWxWxWxWxWxWxW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xWx W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W
F U
LV CableLV Cable
V C a b le
E X
IS
T
IN
G A
S P
H A L T R
O A
D
E X
IS
T
IN
G A
S P
H A L T R
O A
D
S U
B S T A T
IO
N
C O
N T A
IN
E R S
C O
N T A
IN
E R S
C O
N T A
IN
E R S
S H E
D
E X
IS
T
IN
G W
A R E H
O U S E
B U
IL
D
IN
G
S H E
D
S H E
D
S H E
D
S H E
D
S H E
D
S H E
DS
H E
D
S H E
D
S H E
D
S H E
D
S H E
D
M A T E R
IA
L S
WATER
STORAGE
BUILDING
CONTAINERS
PORTABLE CABIN
C O
N T A
IN
E R S
CONTAINERS
M A T E R
IA
L S
C O
N T A
IN
E R S
C O
N T A
IN
E R S
T O
IL
E T
T O
IL
E T
T O
IL
E T
T O
IL
E T
C O
N T A
IN
E R S
C O
N T A
IN
E R S
PORTABLE CABINPORTABLE CABIN
WASH RACK
S H E
D
S H E
D
F U
MATERIALS
O
N T A
IN
E R S
CONTAINERS
P O
R T A B L E C
A B
IN
S H E
D
C O
N T A
IN
E R S
WASH RACK
WASH RACK WASH RACK
G E
N E R
A T O
R
G E
N E R
A T O
R
G E
N E R
A T O
R
G E
N E R
A T O
R
G E
N E R
A T O
R
G E
N E R
A T O
R
G E
N E R
A T O
R
G E
N E R
A T O
R
A C
U N
IT
A C
U N
IT
A C
U N
IT
A C
U N
IT
A C
U N
IT
A C
U N
IT
C H
SOUTH ABRAMS LOOP
P A T T O
N B
L V
D R
O A
D
HARMS WAY
P A T T O
N B
L V
D R
O A
D
SEWAGE
PUMPING STATION
BUILDING
COMPRESSOR
AIR
F U
L V E R T
C U L V E R T
C H
L V C a b le
EXISTING ASPHALT ROAD
COOK ROAD
L V C a b le
6A
A
B
D
C
5A
A
H V C a b le
H V C a b le
H V C a b le
H V C a b le
H V C a b le
HV Cable
HV Cable
H V C a b le
HV Cable
H V C a b le
HV Cable
HV Cable
E X
IS
T
IN
G
F E N
C E
A C
U N
IT
A C
U N
IT
A C
U N
IT
A C
U N
IT
A C
U N
IT
A C
U N
IT
A C
U N
IT
A C
U N
IT
LV Cable
LV Cable
LV Cable
L V C a b le
LV Cable
E X
IS
T
IN
G
F E N
C E
LV Cable
L V C a b le
L V C a b le
LV Cable
E X
IS
T
IN
G
F E N
C E
PRESSURE LINE
L V C a b le
LV Cable
L V C a b le
L V C a b le
L V C a b le
L V C a b le
E X
IS
T
IN
G
F E N
C E
E X
IS
T
IN
G
F E N
C E
C O
N T A
IN
E R S
C O
N T A
IN
E R S
CONTAINERS
MATERIALS
S a rd
S a rd
M H S
M H S
M H S
M H S
M H S
M H S
M H S
M H S
M H S
M H S
M H S
M H S
S a rd
M H
T M
H T
M H
T M
H T
S a rd
S a rd
S a rd
M H
T M
T
D
D
M H
T M
H T
S a rd
D
M H S
M
M H S
M
M H S
M
D
M H S
M
D
M H S
M
S
M
M H S
M H
T M
H T
M H S
M H S
S
M H
T M
M H S
M H
V
TO
P
LV
L= .31
TO
P
LV
L= .84
TO
P
LV
L= .55
STA 0+00
STA 1+00
S T
A
S T
A
STA 4+00
S T
A
S T
A
STA 21+00
STA 30+00
S T
A
S T
A
S
-0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
J U
N E
P L
O T D
A T
E
F
IL
E N
A M
E
A N
S I
D
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
D
U L L E
S C
O R
N E
R P
A R
K
S U
IT
E
H E
R N
D O
N
V A
M
ID
D L E E
A S
T D
IS
T R
IC
T
P .O
B O
X
W
IN
C H
E S
T E
R
V A
-1
C A
M P A
R
IF
J
A N
K U
W A
IT
C A
R E A
N D P
R E
S E
R V
A T
IO
N F
A C
IL
IT
Y of Engineers ®
US Army Corps
K U
W A
IT
W E
R -1
-D -0
A B C
D E F
KEYPLAN
GRAPHIC SCALE
NORTH ARROW
N
GENERAL SHEET NOTES
0 CU400
S h e e t F il e .d w g
IV
IL
ZONE 4
ZONE 2
J
C O
R U
M
B L
U M
L
G A
N D
IA
G A
M P
R A
T T
/2
/2
CU404 CU405
CU406
CU401 CU402 CU403
SEE CU420 FOR SANITARY SEWER PROFILEH.
SEE CU410 TO CU412 FOR WATERLINE PROFILESG.
SEE 1/CU501 FOR UTILITY TRENCHING F.
DETAILS.
CONTRACTOR. REFER TO STRUCTURAL DRAWINGS FOR PAD
PRIOR TO CONSTRUCTION. PAD CONSTRUCTION BY SITE
MECHANICAL CONTRACTOR BASED ON PURCHASED EQUIPMENT
MECHANICAL EQUIPMENT PAD SIZES ARE TO BE CONFIRMED BY E.
SEE CS100-CS106 FOR SITE LAYOUT INFORMATIOND.
SEE CG200-CG206 FOR GRADING INFORMATIONC.
SEE CD010-CD016 FOR DEMOLITION INFORMATIONB.
SEE C-001 FOR GENERAL NOTES AND LEGENDA.
400 80
1:1000
OVERALL SITE UTILITY PLAN
S
IT
E U
T
IL
IT
Y P
L A
N
O V
E R
A L L
PROPOSED ELECTRIC SERVICE LINES, SEE XE10011.
FIRE SUPPLY LINE TO STORAGE TANKS, SEE PROFILE SHEET CU41210.
SANITARY SEWER LINE, SEE PROFILE SHEET CU4209.
DOMESTIC WATER SERVICE LINE8.
BUILDING FIRE SERVICE LINE, SEE PROFILE SHEET CU4117.
PROJECT LIMIT6.
FIRE LOOP, SEE PROFILE SHEETS CU410-CU4115.
CHILLER PAD W/ CHAIN LINK FENCING AND COVER4.
PRIMARY POWER GENERATORS3.
FIRE WATER STORAGE TANKS AND PUMP HOUSE2.
CARE & PRESERVATION FACILITY1.
D
E S
IG
N S
U B
M
IT
T xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xWxWxWxWxWxWxWxWxW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xWx W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xWxWxWxWxWxWxWxWxW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xWx W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xWxWxWxWxWxWxWxWxW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xWx W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xWxWxWxWxWxWxWxWxW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xWx W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xWxWxWxWxWxWxWxWxW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xWx W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xWxWxWxWxWxWxWxWxW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xWx W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W
F U
V C a b le
E X
IS
T
IN
G A
S P
H A L T R
O A
D
E X
IS
T
IN
G A
S P
H A L T R
O A
D
S U
B S T A T
IO
N
C O
N T A
IN
E R S
C O
N T A
IN
E R S
C O
N T A
IN
E R S
S H E
D
E X
IS
T
IN
G W
A R E H
O U S E
B U
IL
D
IN
G
S H E
D
S H E
D
S H E
D
S H E
D
S H E
D
S H E
DS
H E
D
S H E
D
S H E
D
S H E
D
S H E
D
M A T E R
IA
L S
WATER
STORAGE
BUILDING
CONTAINERS
PORTABLE CABIN
C O
N T A
IN
E R S
CONTAINERS
M A T E R
IA
L S
C O
N T A
IN
E R S
C O
N T A
IN
E R S
T O
IL
E T
T O
IL
E T
T O
IL
E T
T O
IL
E T
C O
N T A
IN
E R S
C O
N T A
IN
E R S
PORTABLE CABINPORTABLE CABIN
WASH RACK
S H E
D
S H E
D
F U
MATERIALS
O
N T A
IN
E R S
CONTAINERS
P O
R T A B L E C
A B
IN
S H E
D
C O
N T A
IN
E R S
WASH RACK
WASH RACK WASH RACK
G E
N E R
A T O
R
G E
N E R
A T O
R
G E
N E R
A T O
R
G E
N E R
A T O
R
G E
N E R
A T O
R
G E
N E R
A T O
R
G E
N E R
A T O
R
G E
N E R
A T O
R
A C
U N
IT
A C
U N
IT
A C
U N
IT
A C
U N
IT
A C
U N
IT
A C
U N
IT
C H
SOUTH ABRAMS LOOP
P A T T O
N B
L V
D R
O A
D
HARMS WAY
P A T T O
N B
L V
D R
O A
D
SEWAGE
PUMPING STATION
BUILDING
COMPRESSOR
AIR
F U
L V E R T
C U L V E R T
C H
L V C a b le
EXISTING ASPHALT ROAD
COOK ROAD
L V C a b le
6A
A
B
D
C
5A
A
H V C a b le
H V C a b le
H V C a b le
H V C a b le
H V C a b le
HV Cable
HV Cable
H V C a b le
HV Cable
H V C a b le
HV Cable
HV Cable
E X
IS
T
IN
G
F E N
C E
A C
U N
IT
A C
U N
IT
A C
U N
IT
A C
U N
IT
A C
U N
IT
A C
U N
IT
A C
U N
IT
A C
U N
IT
LV Cable
LV Cable
LV Cable
L V C a b le
LV Cable
E X
IS
T
IN
G
F E N
C E
LV Cable
L V C a b le
L V C a b le
LV Cable
E X
IS
T
IN
G
F E N
C E
PRESSURE LINE
L V C a b le
LV Cable
L V C a b le
L V C a b le
L V C a b le
L V C a b le
E X
IS
T
IN
G
F E N
C E
E X
IS
T
IN
G
F E N
C E
C O
N T A
IN
E R S
C O
N T A
IN
E R S
CONTAINERS
MATERIALS
S a rd
S a rd
M H S
M H S
M H S
M H S
M H S
M H S
M H S
M H S
M H S
M H S
M H S
M H S
S a rd
M H
T M
H T
M H
T M
H T
S a rd
S a rd
S a rd
M H
T M
D
M H
T M
H T
S
D
M H S
M
M H S
M
M H S
M
D
M H S
M
D
M H S
M
S
M
M H S
M H
T M
H T
M H S
M H S
S
M H
T M
M H S
M H
V
TO
P
LV
L= .31
TO
P
LV
L= .84
TO
P
LV
L= .55
STA 1+00
S T
A
S T
A
STA 4+00
S T
A
S T
A
STA 21+00
STA 30+00
S T
A
S T
A
S
-0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
J U
N E
P L
O T D
A T
E
F
IL
E N
A M
E
A N
S I
D
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
D
U L L E
S C
O R
N E
R P
A R
K
S U
IT
E
H E
R N
D O
N
V A
M
ID
D L E E
A S
T D
IS
T R
IC
T
P .O
B O
X
W
IN
C H
E S
T E
R
V A
-1
C A
M P A
R
IF
J
A N
K U
W A
IT
C A
R E A
N D P
R E
S E
R V
A T
IO
N F
A C
IL
IT
Y of Engineers ®
US Army Corps
K U
W A
IT
W E
R -1
-D -0
A B C
D E F
KEYPLAN
GRAPHIC SCALE
NORTH ARROW
N
BID OPTION LEGEND
1.3
BID OPTION NUMBER
BID OPTION NOTE
(SUCCESSIVE)
BID OPTION #1
BID OPTION #2
BID OPTION #3
BID OPTION #4
BID OPTION #5
BID OPTION KEYNOTE - SEE C-002
GENERAL SHEET NOTES
S h e e t F il e .d w
IV
IL
ZONE 4
ZONE 2
J
C O
R U
M
B L
U M
L
G A
N D
IA
G A
M P
R A
T T
/2
/2
CU404
CU406
CU401 CU402
SEE CU420 FOR SANITARY SEWER PROFILEH.
SEE CU410 TO CU412 FOR WATERLINE PROFILESG.
SEE 1/CU501 FOR UTILITY TRENCHING F.
DETAILS.
CONTRACTOR. REFER TO STRUCTURAL DRAWINGS FOR PAD
PRIOR TO CONSTRUCTION. PAD CONSTRUCTION BY SITE
MECHANICAL CONTRACTOR BASED ON PURCHASED EQUIPMENT
MECHANICAL EQUIPMENT PAD SIZES ARE TO BE CONFIRMED BY E.
SEE CS100-CS106 FOR SITE LAYOUT INFORMATIOND.
SEE CG200-CG206 FOR GRADING INFORMATIONC.
SEE CD010-CD016 FOR DEMOLITION INFORMATIONB.
SEE C-001 FOR GENERAL NOTES AND LEGENDA.
400 80
1:1000
OVERALL SITE UTILITY PLAN
S
IT
E U
T
IL
IT
Y P
L A
N
PROPOSED ELECTRIC SERVICE LINES, SEE XE10011.
FIRE SUPPLY LINE TO STORAGE TANKS, SEE PROFILE SHEET CU41210.
SANITARY SEWER LINE, SEE PROFILE SHEET CU4209.
DOMESTIC WATER SERVICE LINE8.
BUILDING FIRE SERVICE LINE, SEE PROFILE SHEET CU4117.
PROJECT LIMIT6.
FIRE LOOP, SEE PROFILE SHEETS CU410-CU4115.
CHILLER PAD W/ CHAIN LINK FENCING AND COVER4.
PRIMARY POWER GENERATORS3.
FIRE WATER STORAGE TANKS AND PUMP HOUSE2.
CARE & PRESERVATION FACILITY1.
CU400_A
CU403_A
CU405_A
3.0
1.0
O V
E R
A L L B
ID
O
P T
IO
N
APPLICABLE DRAWINGS AND BID OPTIONS NOES ON DRAWING C-002
FOR BID OPTION KEYNOTES REFER TO BID OPTION LEGEND ON
4.0
5.0
D
E S
IG
N S
U B
M
IT
T jcorum Image xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xWxWxWxWxWxWxWxW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W
WATER
STORAGE
WASH RACK
COOK ROAD
HV Cable
LV CableLV Cable
D
M H
T M
H T
M H
T M
W
TO
P
LV
L= .55
E 223732.25
N 3197827.59
E 223743.25
N 3197812.33
E 223734.26
N 3197805.83
A B C
D E F
KEYPLAN
GRAPHIC SCALE
NORTH ARROW
N
0 2010
-0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
J U
N E
P L
O T D
A T
E
F
IL
E N
A M
E
A N
S I
D
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
D
U L L E
S C
O R
N E
R P
A R
K
S U
IT
E
H E
R N
D O
N
V A
M
ID
D L E E
A S
T D
IS
T R
IC
T
P .O
B O
X
W
IN
C H
E S
T E
R
V A
-1
C A
M P A
R
IF
J
A N
K U
W A
IT
C A
R E A
N D P
R E
S E
R V
A T
IO
N F
A C
IL
IT
Y of Engineers ®
US Army Corps
K U
W A
IT
W E
R -1
-D -0
GENERAL SHEET NOTES
0 CU401
IV
IL
S
IT
E U
T
IL
IT
Y P
L A
N
A R
E A A
S E
E C
U
M A
T C
H L
IN
E
SEE CU404
MATCHLINE
J
C O
R U
M
B L
U M
L
G A
N D
IA
G A
M P
R A
T T
/2
/2
K U -3
C U
P
N .d g n
C3
CU501
E6
CU501
C1
CU501
REMOVE AND REPAIR AS REQUIRED.
COORDINATE UTILITY WORK WITH NEW FENCE INSTALLATION. H.
SEE E1/CU501 FOR UTILITY TRENCHING G.
SPECIFICATION SECTION 33 30 00 SANITARY SEWERS
SEWER LINE INSTALLATION TO BE IN ACCORDANCE WITH F.
PIPING
SPECIFICATION SECTION 33 11 00 WATER UTILITY DISTRIBUTION
WATER LINE INSTALLATION TO BE IN ACCORDANCE WITH E.
SEE CS100-CS106 FOR SITE LAYOUT INFORMATIOND.
SEE CG200-CG206 FOR GRADING INFORMATIONC.
SEE CD010-CD016 FOR DEMOLITION INFORMATIONB.
SEE C-001 FOR GENERAL NOTES AND LEGENDA.
FACILITY
PRESERVATION
CARE AND
XE100
ELECTRICAL SERVICE AND SITE LIGHTING, SEE 4.
WITH BOLLARDS
PROPOSED FIRE HYDRANT3.
150x150 TEE, VALVES AND THRUST BLOCKING
CONNECT TO EXISTING 150 WATER LINE WITH 2.
150mm DIP FIRE LINE, SEE PROFILE SHEET CU4101.
D
E S
IG
N S
U B
M
IT
T jcorum Image xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xWxWxWxWxWxWxWxW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W
A C
U N
IT
A C
U N
IT
LV Cable
LV Cable
E P
E P
E P
E P
E P
E P
E P
E P
E P
E P
E P
M
F
E 223840.96
N 3197676.89
E 223832.53
N 3197670.73
E 223828.96
N 3197617.26
E 223864.07
N 3197645.31
E 223855.07
N 3197638.76
STA 4+00
S T
A
F
KEYPLAN
GRAPHIC SCALE
NORTH ARROW
N
0 2010
-0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
J U
N E
P L
O T D
A T
E
F
IL
E N
A M
E
A N
S I
D
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
D
U L L E
S C
O R
N E
R P
A R
K
S U
IT
E
H E
R N
D O
N
V A
M
ID
D L E E
A S
T D
IS
T R
IC
T
P .O
B O
X
W
IN
C H
E S
T E
R
V A
-1
C A
M P A
R
IF
J
A N
K U
W A
IT
C A
R E A
N D P
R E
S E
R V
A T
IO
N F
A C
IL
IT
Y of Engineers ®
US Army Corps
K U
W A
IT
W E
R -1
-D -0
GENERAL SHEET NOTES
0 CU403
IV
IL
S
IT
E U
T
IL
T Y P
L A
N
A R
E A C
S E
E C
U
M A
T C
H L
IN
E
SEE CU405
MATCHLINE
SEE CU406
MATCHLINE
J
C O
R U
M
B L
U M
L
G A
N D
IA
G A
M P
R A
T T
/2
/2
K U -3
C U
P
N .d g n
CARE AND PRESERVATION FACILITY
C1
CU501
C3
CU501
E6
CU501
E6
CU501
A1
CU501
B1
CU502
REMOVE AND REPAIR AS REQUIRED.
COORDINATE UTILITY WORK WITH NEW FENCE INSTALLATION. H.
SEE E1/CU501 FOR UTILITY TRENCHING G.
SPECIFICATION SECTION 33 30 00 SANITARY SEWERS
SEWER LINE INSTALLATION TO BE IN ACCORDANCE WITH F.
PIPING
SPECIFICATION SECTION 33 11 00 WATER UTILITY DISTRIBUTION
WATER LINE INSTALLATION TO BE IN ACCORDANCE WITH E.
SEE CS100-CS106 FOR SITE LAYOUT INFORMATIOND.
SEE CG200-CG206 FOR GRADING INFORMATIONC.
SEE CD010-CD016 FOR DEMOLITION INFORMATIONB.
SEE C-001 FOR GENERAL NOTES AND LEGENDA.
XE100
ELECTRICAL SERVICE AND SITE LIGHTING, SEE 8.
BLOW OFF VALVE7.
PIPE CONFLICT 6.
90° BEND WITH THRUST BLOCKING5.
PROPOSED FIRE HYDRANT 4.
150x150 TEE, VALVES AND THRUST BLOCKING
CONNECT TO EXISTING 150 WATER LINE WITH 3.
PROFILE SHEET CU412
200mm WATERLINE FROM FIRE PUMP HOUSE, SEE 2.
150mm DIP FIRE LOOP, SEE PROFILE SHEET CU4101.
D
E S
IG
N S
U B
M
IT
T xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xWxWxWxWxWxWxWxW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W x W
A C
U N
IT
A C
U N
IT
LV Cable
LV Cable
E P
E P
E P
E P
E P
E P
E P
E P
E P
E P
E P
M
F
E 223840.96
N 3197676.89
E 223832.53
N 3197670.73
E 223828.96
N 3197617.26
E 223864.07
N 3197645.31
E 223855.07
N 3197638.76
STA 4+00
S T
A
F
KEYPLAN
GRAPHIC SCALE
NORTH ARROW
N
0 2010
-0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
J U
N E
P L
O T D
A T
E
F
IL
E N
A M
E
A N
S I
D
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
D
U L L E
S C
O R
N E
R P
A R
K
S U
IT
E
H E
R N
D O
N
V A
M
ID
D L E E
A S
T D
IS
T R
IC
T
P .O
B O
X
W
IN
C H
E S
T E
R
V A
-1
C A
M P A
R
IF
J
A N
K U
W A
IT
C A
R E A
N D P
R E
S E
R V
A T
IO
N F
A C
IL
IT
Y of Engineers ®
US Army Corps
K U
W A
IT
W E
R -1
-D -0
BID OPTION LEGEND
1.3
BID OPTION NUMBER
BID OPTION NOTE
(SUCCESSIVE)
BID OPTION #1
BID OPTION #2
BID OPTION #3
BID OPTION #4
BID OPTION #5
BID OPTION KEYNOTE - SEE C-002
GENERAL SHEET NOTES
IV
IL
S
IT
E U
T
IL
T Y P
L A
N
S E
E C
U
M A
T C
H L
IN
E
SEE CU406
MATCHLINE
J
C O
R U
M
B L
U M
L
G A
N D
IA
G A
M P
R A
T T
/2
/2
K U -3
C U
P
N .d g n
CARE AND PRESERVATION FACILITY
C1
CU501
C3
CU501
E6
CU501
E6
CU501
A1
CU501
B1
CU502
REMOVE AND REPAIR AS REQUIRED.
COORDINATE UTILITY WORK WITH NEW FENCE INSTALLATION. H.
SEE E1/CU501 FOR UTILITY TRENCHING G.
SPECIFICATION SECTION 33 30 00 SANITARY SEWERS
SEWER LINE INSTALLATION TO BE IN ACCORDANCE WITH F.
PIPING
SPECIFICATION SECTION 33 11 00 WATER UTILITY DISTRIBUTION
WATER LINE INSTALLATION TO BE IN ACCORDANCE WITH E.
SEE CS100-CS106 FOR SITE LAYOUT INFORMATIOND.
SEE CG200-CG206 FOR GRADING INFORMATIONC.
SEE CD010-CD016 FOR DEMOLITION INFORMATIONB.
SEE C-001 FOR GENERAL NOTES AND LEGENDA.
CU403_A
SEE CU405_A
MATCHLINE
3.0
5.0
A R
E A C B
ID
O
P T
IO
N
APPLICABLE DRAWINGS AND BID OPTIONS NOES ON DRAWING C-002
FOR BID OPTION KEYNOTES REFER TO BID OPTION LEGEND ON
XE100_A
ELECTRICAL SERVICE AND SITE LIGHTING, SEE 8.
BLOW OFF VALVE7.
PIPE CONFLICT 6.
90° BEND WITH THRUST BLOCKING5.
PROPOSED FIRE HYDRANT 4.
150x150 TEE, VALVES AND THRUST BLOCKING
CONNECT TO EXISTING 150 WATER LINE WITH 3.
PROFILE SHEET CU412
200mm WATERLINE FROM FIRE PUMP HOUSE, SEE 2.
150mm DIP FIRE LOOP, SEE PROFILE SHEET CU4101.
D
E S
IG
N S
U B
M
IT
T
V C a b le
PORTABLE CABINPORTABLE CABIN
G E
N E R
A T O
R
BUILDING
COMPRESSOR
AIR
E P
E P
TO
P
LV
L= .31
E 223641.23
N 3197761.28
E 223692.69
N 3197690.64
STA 1+00
S T
A
A B C
D E F
KEYPLAN
GRAPHIC SCALE
NORTH ARROW
N
0 2010
-0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
J U
N E
P L
O T D
A T
E
F
IL
E N
A M
E
A N
S I
D
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
D
U L L E
S C
O R
N E
R P
A R
K
S U
IT
E
H E
R N
D O
N
V A
M
ID
D L E E
A S
T D
IS
T R
IC
T
P .O
B O
X
W
IN
C H
E S
T E
R
V A
-1
C A
M P A
R
IF
J
A N
K U
W A
IT
C A
R E A
N D P
R E
S E
R V
A T
IO
N F
A C
IL
IT
Y of Engineers ®
US Army Corps
K U
W A
IT
W E
R -1
-D -0
GENERAL SHEET NOTES
0 CU404
IV
IL
S
IT
E U
T
IL
IT
Y P
L A
N
A R
E A D
SEE CU401
MATCHLINE
SEE CU402
MATCHLINE
S E
E C
U
M A
T C
H L
IN
E
J
C O
R U
M
B L
U M
L
G A
N D
IA
G A
M P
R A
T T
/2
/2
K U -3
C U
P
N .d g n
E6
CU501
E6
CU501
C3
CU501
E1
CU502
C8
CU501
REMOVE AND REPAIR AS REQUIRED.
COORDINATE UTILITY WORK WITH NEW FENCE INSTALLATION. H.
SEE E1/CU501 FOR UTILITY TRENCHING G.
SPECIFICATION SECTION 33 30 00 SANITARY SEWERS
SEWER LINE INSTALLATION TO BE IN ACCORDANCE WITH F.
PIPING
SPECIFICATION SECTION 33 11 00 WATER UTILITY DISTRIBUTION
WATER LINE INSTALLATION TO BE IN ACCORDANCE WITH E.
SEE CS100-CS106 FOR SITE LAYOUT INFORMATIOND.
SEE CG200-CG206 FOR GRADING INFORMATIONC.
SEE CD010-CD016 FOR DEMOLITION INFORMATIONB.
SEE C-001 FOR GENERAL NOTES AND LEGENDA.
SPECIFICATIONS AND CONTINUATION
COMPRESSED AIR IN TRENCH, SEE PLUMBING FOR 5.
AIR RELEASE VALVE4.
90° BEND WITH THRUST BLOCKING3.
150x150 TEE, VALVES AND THRUST BLOCKING
CONNECT TO EXISTING FIRE HYDRANT LINE WITH 2.
150mm DIP FIRE LOOP1.
B8
P-501
D
E S
IG
N S
U B
M
IT
T
N T A
IN
E R S
C O
N T A
IN
E R S
S H E
D
E P
E P
M
W
E 223700.39
N 3197637.55
SMH-1
E 223729.93
N 3197597.16
SMH-2
S T
A
STA 30+00
S T
A
A B C
D E F
KEYPLAN
GRAPHIC SCALE
NORTH ARROW
N
0 2010
-0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
J U
N E
P L
O T D
A T
E
F
IL
E N
A M
E
A N
S I
D
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
D
U L L E
S C
O R
N E
R P
A R
K
S U
IT
E
H E
R N
D O
N
V A
M
ID
D L E E
A S
T D
IS
T R
IC
T
P .O
B O
X
W
IN
C H
E S
T E
R
V A
-1
C A
M P A
R
IF
J
A N
K U
W A
IT
C A
R E A
N D P
R E
S E
R V
A T
IO
N F
A C
IL
IT
Y of Engineers ®
US Army Corps
K U
W A
IT
W E
R -1
-D -0
GENERAL SHEET NOTES
0 CU405
IV
IL
S
IT
E U
T
IL
IT
Y P
L A
N
A R
E A E
S E
E C
U
M A
T C
H L
IN
E
S E
E C
U
M A
T C
H L
IN
E
SEE CU402
MATCHLINE
SEE CU403
MATCHLINE
1 2
J
C O
R U
M
B L
U M
L
G A
N D
IA
G A
M P
R A
T T
/2
/2
K U -3
C U
P
N .d g n
C3
CU501
E6
CU501
C1
CU510
E1
CU510
E3
CU510
E6
CU510
E8
CU510
A5
CU501
REMOVE AND REPAIR AS REQUIRED.
COORDINATE UTILITY WORK WITH NEW FENCE INSTALLATION. H.
SEE E1/CU501 FOR UTILITY TRENCHING G.
SPECIFICATION SECTION 33 30 00 SANITARY SEWERS
SEWER LINE INSTALLATION TO BE IN ACCORDANCE WITH F.
PIPING
SPECIFICATION SECTION 33 11 00 WATER UTILITY DISTRIBUTION
WATER LINE INSTALLATION TO BE IN ACCORDANCE WITH E.
SEE CS100-CS106 FOR SITE LAYOUT INFORMATIOND.
SEE CG200-CG206 FOR GRADING INFORMATIONC.
SEE CD010-CD016 FOR DEMOLITION INFORMATIONB.
SEE C-001 FOR GENERAL NOTES AND LEGENDA.
ELECTRICAL SERVICE, SEE XE1008.
PIPE SEPARATION 7.
SHEET CU420
200MM PVC SANITARY SEWER LINE, SEE PROFILE 6.
FOR CONTINUATION
SANITARY CLEANOUT, SEE PLUMBING DRAWINGS 5.
1.5m SANITARY SEWER MANHOLE4.
SHEET CU420
150mm PVC SANITARY SEWER LINE, SEE PROFILE 3.
150x150 TEE, VALVES AND THRUST BLOCKING
CONNECT TO EXISTING FIRE HYDRANT LINE WITH 2.
150mm DIP FIRE LOOP1.
D
E S
IG
N S
U B
M
IT
T
N T A
IN
E R S
C O
N T A
IN
E R S
S H E
D
E P
E P
M
W
E 223700.39
N 3197637.55
SMH-1
E 223729.93
N 3197597.16
SMH-2
S T
A
STA 30+00
S T
A
A B C
D E F
KEYPLAN
GRAPHIC SCALE
NORTH ARROW
N
0 2010
-0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
J U
N E
P L
O T D
A T
E
F
IL
E N
A M
E
A N
S I
D
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
D
U L L E
S C
O R
N E
R P
A R
K
S U
IT
E
H E
R N
D O
N
V A
M
ID
D L E E
A S
T D
IS
T R
IC
T
P .O
B O
X
W
IN
C H
E S
T E
R
V A
-1
C A
M P A
R
IF
J
A N
K U
W A
IT
C A
R E A
N D P
R E
S E
R V
A T
IO
N F
A C
IL
IT
Y of Engineers ®
US Army Corps
K U
W A
IT
W E
R -1
-D -0
BID OPTION LEGEND
1.3
BID OPTION NUMBER
BID OPTION NOTE
(SUCCESSIVE)
BID OPTION #1
BID OPTION #2
BID OPTION #3
BID OPTION #4
BID OPTION #5
BID OPTION KEYNOTE - SEE C-002
GENERAL SHEET NOTES
IV
IL
S
IT
E U
T
IL
IT
Y P
L A
N
S E
E C
U
M A
T C
H L
IN
E
S E
E C
U
M A
T C
H L
IN
E
SEE CU402
MATCHLINE
1 2
J
C O
R U
M
B L
U M
L
G A
N D
IA
G A
M P
R A
T T
/2
/2
K U -3
C U
P
N .d g n
C3
CU501
E6
CU501
C1
CU510
E1
CU510
E3
CU510
E6
CU510
E8
CU510
A5
CU501
REMOVE AND REPAIR AS REQUIRED.
COORDINATE UTILITY WORK WITH NEW FENCE INSTALLATION. H.
SEE E1/CU501 FOR UTILITY TRENCHING G.
SPECIFICATION SECTION 33 30 00 SANITARY SEWERS
SEWER LINE INSTALLATION TO BE IN ACCORDANCE WITH F.
PIPING
SPECIFICATION SECTION 33 11 00 WATER UTILITY DISTRIBUTION
WATER LINE INSTALLATION TO BE IN ACCORDANCE WITH E.
SEE CS100-CS106 FOR SITE LAYOUT INFORMATIOND.
SEE CG200-CG206 FOR GRADING INFORMATIONC.
SEE CD010-CD016 FOR DEMOLITION INFORMATIONB.
SEE C-001 FOR GENERAL NOTES AND LEGENDA.
CU405_A
3.0
A R
E A E B
ID
O
P T
IO
N
APPLICABLE DRAWINGS AND BID OPTIONS NOES ON DRAWING C-002
FOR BID OPTION KEYNOTES REFER TO BID OPTION LEGEND ON
ELECTRICAL SERVICE, SEE XE100_A8.
PIPE SEPARATION 7.
SHEET CU420
200MM PVC SANITARY SEWER LINE, SEE PROFILE 6.
FOR CONTINUATION
SANITARY CLEANOUT, SEE PLUMBING DRAWINGS 5.
1.5m SANITARY SEWER MANHOLE4.
SHEET CU420
150mm PVC SANITARY SEWER LINE, SEE PROFILE 3.
150x150 TEE, VALVES AND THRUST BLOCKING
CONNECT TO EXISTING FIRE HYDRANT LINE WITH 2.
150mm DIP FIRE LOOP1.
SEE CU403_A
MATCHLINE
D
E S
IG
N S
U B
M
IT
T
N T A
IN
E R S
E X
IS
T
IN
G W
A R E H
O U S E
S H E
D
H V C a b le
H V C a b le
HV Cable
HV Cable
A C
U N
IT
A C
U N
IT
A C
U N
IT
A C
U N
IT
C O
N T A
IN
E R S
M H S
M
E P
E P
E P
E P
E P
M H S
E P
E P
E P
M
E
E 223784.69
N 3197538.20
E 223748.84
N 3197512.09 E 223788.69
N 3197457.38
E 223795.22
N 3197462.13
E 223804.92
N 3197469.19
E 223778.89
N 3197512.08
SMH-4
E 223743.45
N 3197560.36
SMH-3
E 223783.43
N 3197537.28
E 223767.43
N 3197525.62
E 223773.68
N 3197579.47
E 223780.96
N 3197582.29
E 223775.50
N 3197558.71
E 223774.48
N 3197552.22
S T
A
STA 21+00
S T
A
S
F
KEYPLAN
GRAPHIC SCALE
NORTH ARROW
0 2010
-0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
J U
N E
P L
O T D
A T
E
F
IL
E N
A M
E
A N
S I
D
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
D
U L L E
S C
O R
N E
R P
A R
K
S U
IT
E
H E
R N
D O
N
V A
M
ID
D L E E
A S
T D
IS
T R
IC
T
P .O
B O
X
W
IN
C H
E S
T E
R
V A
-1
C A
M P A
R
IF
J
A N
K U
W A
IT
C A
R E A
N D P
R E
S E
R V
A T
IO
N F
A C
IL
IT
Y of Engineers ®
US Army Corps
K U
W A
IT
W E
R -1
-D -0
GENERAL SHEET NOTES
0 CU406
IV
IL
S
IT
E U
T
IL
IT
Y P
L A
N
A R
E A F
S E
E C
U
M A
T C
H L
IN
E
SEE CU403
MATCHLINE
HOUSE
PUMP
FIRE
TANK
FIRE
TANK
FIRE
J
C O
R U
M
B L
U M
L
G A
N D
IA
G A
M P
R A
T T
/2
/2
K U -3
C U
P
N .d g n
EX MH16
NORTH ARROW
N
E1
CU510
E3
CU510
E6
CU510
E8
CU510
E6
CU501
E6
CU501
C3
CU501
C6
CU510
E1
CU502
B1
CU502
A5
CU501
A1
CU501
E6
CU501
AND REPAIR AS REQUIRED.REMOVE
COORDINATE UTILITY WORK WITH NEW FENCE INSTALLATION. H.
SEE E1/CU501 FOR UTILITY TRENCHING G.
SPECIFICATION SECTION 33 30 00 SANITARY SEWERS
SEWER LINE INSTALLATION TO BE IN ACCORDANCE WITH F.
SPECIFICATION SECTION 33 11 00 WATER UTILITY DISTRIBUTION PIPING
WATER LINE INSTALLATION TO BE IN ACCORDANCE WITH E.
SEE CS100-CS106 FOR SITE LAYOUT INFORMATIOND.
SEE CG200-CG206 FOR GRADING INFORMATIONC.
SEE CD010-CD016 FOR DEMOLITION INFORMATIONB.
SEE C-001 FOR GENERAL NOTES AND LEGENDA.
SEE FIRE PROTECTION DRAWINGS FOR CONTINUATION15.
14.
ELECTRICAL SERVICE, SEE XE10013.
BLOW OFF VALVE12.
AIR RELEASE VALVE11.
PIPE SEPARATION10.
COVER
REPLACE 12M OF 200mm EXISTING WATERLINE TO MAINTAIN 9.
CONNECT TO EXISTING SANITARY SEWER MANHOLE8.
200MM PVC SANITARY SEWER LINE, SEE PROFILE SHEET CU4207.
1.5m SANITARY SEWER MANHOLE6.
CU401 AND FX402 FOR CONTINUATION
SHEET 200mm DIP FIRE LINE TO FIRE PUMP HOUSE, SEE PROFILE 5.
90° BEND WITH THRUST BLOCKING4.
200x200 TEE, VALVES AND THRUST BLOCKING
CONNECT TO EXISTING 200 WATER LINE WITH3.
SHEET CU412
200mm WATERLINE FROM FIRE PUMP HOUSE, SEE PROFILE 2.
150mm DIP FIRE LOOP, SEE PROFILE SHEET CU4101.
D
E S
IG
N S
U B
M
IT
T
0+00 0+50 1+00 1+50
S T
A
.3
S T
A
.4
S T
A
.5
V A
L V
E
S T
A
.6
S T
A
W
A T
E R L
IN
E
C O
N N
E C
T T
O E
X
IS
T
-0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
J U
N E
P L
O T D
A T
E
F
IL
E N
A M
E
A N
S I
D
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
D
U L L E
S C
O R
N E
R P
A R
K
S U
IT
E
H E
R N
D O
N
V A
M
ID
D L E E
A S
T D
IS
T R
IC
T
P .O
B O
X
W
IN
C H
E S
T E
R
V A
-1
C A
M P A
R
IF
J
A N
K U
W A
IT
C A
R E A
N D P
R E
S E
R V
A T
IO
N F
A C
IL
IT
Y of Engineers ®
US Army Corps
K U
W A
IT
W E
R -1
-D -0
1+50 2+00 2+50 3+00
A
IR
R
E L E
A S
E V
A L
V E
S T
A
S T
A
.3
T E
E T
O E
X
IS
T
IN
G
GENERAL SHEET NOTES
0 CU410
IL
J
C O
R U
M
B L
U M
L
G A
N D
IA
G A
M P
R A
T T
/2
/2
K U -3
C S P
N .d g
CU401
CU404
HORIZONTAL SCALE: 1:250
VERTICAL SCALE: 1:125
SHEET KEYNOTES
W A
T E
R L
IN
E P
R O
F
IL
E S
FIRE LOOP STA 0+00 TO 1+50
1+50
FIRE LOOP STA 1+50 TO 3+00
CU404
HORIZONTAL SCALE: 1:250
VERTICAL SCALE: 1:125
CU405
1+50 3+00
INV 33.12
SEWER LINE
PROPOSED SANITARY
SEE E1/CU501 FOR UTILITY TRENCHING G.
30 00 SANITARY SEWERS
SPECIFICATION SECTION 33 ACCORDANCE WITH
SEWER LINE INSTALLATION TO BE IN F.
11 00 WATER UTILITY DISTRIBUTION PIPING
SPECIFICATION SECTION 33 ACCORDANCE WITH
WATER LINE INSTALLATION TO BE IN E.
INFORMATION
SEE CS100-CS106 FOR SITE LAYOUT D.
SEE CG200-CG206 FOR GRADING INFORMATIONC.
INFORMATION
SEE CD010-CD016 FOR DEMOLITION B.
SEE C-001 FOR GENERAL NOTES AND LEGENDA.
150mm DIP FIRE LOOP3.
PROPOSED GRADE2.
EXISTING GRADE1.
SEE A5/CU501
MIN 457mm SEPARATION, 1.0m
M A
T C
H L
IN
E
- S
E E B
E L
O W
M A
T C
H L
IN
E
- S
E E A
B O
V E
M A
T C
H L
IN
E
- S
E E C
U
D
E S
IG
N S
U B
M
IT
T
3+00 3+50 4+00 4+49
T
A
.5
S T
A
.2
B L
O W O
F F V
A L
V E
S T
A
.7
S T
A
.2
S T
A
.8
S T
A
.7
S T
A
.8
V A
L V
E
S T
A
.3
W
A T
E R L
IN
E
C O
N N
E C
T T
O E
X
IS
T
-0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
J U
N E
P L
O T D
A T
E
F
IL
E N
A M
E
A N
S I
D
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
D
U L L E
S C
O R
N E
R P
A R
K
S U
IT
E
H E
R N
D O
N
V A
M
ID
D L E E
A S
T D
IS
T R
IC
T
P .O
B O
X
W
IN
C H
E S
T E
R
V A
-1
C A
M P A
R
IF
J
A N
K U
W A
IT
C A
R E A
N D P
R E
S E
R V
A T
IO
N F
A C
IL
IT
Y of Engineers ®
US Army Corps
K U
W A
IT
W E
R -1
-D -0
20+00 20+50 21+00 21+46
S T
A
.6
S T
A
.6
V A
L V
E
A
IR
R
E L E
A
A
.4
S T
A
.1
B
E N
D
V E
R T
IC
N D
V E
R T
IC
A
.4
S T
A
.0
B E
N D
H O
R
IZ
O N
T
L V
E
B L
O W O
A
.3
S T
A
.7
S T
A
.2
B E
N D
H O
R
IZ
O N
T
N D
V E
R T
IC
N D
V E
R T
IC
W
A T
E R L
IN
E
C O
N N
E C
T T
O E
X
IS
T
A
S T
A
.1
P U
M P H
O U
S E
C O
N T
IN
U A
T
IO
N T
O F
IR
R
A W
IN
G S F
R
E F
IR
E P
R O
T E
C T
IO
N
0 CU411
IL
J
C O
R U
M
B L
U M
L
G A
N D
IA
G A
M P
R A
T T
/2
/2
K U -3
C S P
N .d g
CU403
CU405
CU406
HORIZONTAL SCALE: 1:250
VERTICAL SCALE: 1:125
SHEET KEYNOTES
W A
T E
R L
IN
E P
R O
F
IL
E S
CU406
HORIZONTAL SCALE: 1:250
VERTICAL SCALE: 1:125
FIRE LOOP STA 3+00 TO END
3+00
WATERLINE FROM MAIN TO PUMP HOUSE STA 20+00 TO END
INV 32.36
SEWER LINE
PROPOSED SANITARY
FROM PUMPHOUSE
200mm WATERLINE
GENERAL SHEET NOTES
SEE E1/CU501 FOR UTILITY TRENCHING G.
SEWERS
SPECIFICATION SECTION 33 30 00 SANITARY WITH
SEWER LINE INSTALLATION TO BE IN ACCORDANCE F.
UTILITY DISTRIBUTION PIPING
SPECIFICATION SECTION 33 11 00 WATER WITH
WATER LINE INSTALLATION TO BE IN ACCORDANCE E.
SEE CS100-CS106 FOR SITE LAYOUT INFORMATIOND.
SEE CG200-CG206 FOR GRADING INFORMATIONC.
SEE CD010-CD016 FOR DEMOLITION INFORMATIONB.
SEE C-001 FOR GENERAL NOTES AND LEGENDA.
CONDUIT
ELECTRICAL
M A
T C
H L
IN
E
- S
E E C
U
200mm DIP WATERLINE TO FIRE PUMP HOUSE4.
150mm DIP FIRE LOOP3.
PROPOSED GRADE2.
EXISTING GRADE1.
D
E S
IG
N S
U B
M
IT
T
32+00 32+48
INV 32.56
INV 32.27
T O
P
.4
.1
S M
H -3 T O
P
.6
.0
S M
H -4
T O
P
.7
.1
E X M
H
58.93M - 200mm PVC @ -0.40%
59.11M - 200mm PVC @ -0.41%
INV 32.62
INV 32.33
INV 32.03
-0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
J U
N E
P L
O T D
A T
E
F
IL
E N
A M
E
A N
S I
D
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
D
U L L E
S C
O R
N E
R P
A R
K
S U
IT
E
H E
R N
D O
N
V A
M
ID
D L E E
A S
T D
IS
T R
IC
T
P .O
B O
X
W
IN
C H
E S
T E
R
V A
-1
C A
M P A
R
IF
J
A N
K U
W A
IT
C A
R E A
N D P
R E
S E
R V
A T
IO
N F
A C
IL
IT
Y of Engineers ®
US Army Corps
K U
W A
IT
W E
R -1
-D -0
330+00 31+00
INV 33.00
INV 32.75
INV 32.56
T O
P
.9
.0
C O
T O
P
.4
.8
S M
H -1
T O
P
.4
.1
S M
H -2
T O
P
.4
.1
S M
H -3
37.89M - 150mm PVC @ -1.0%
49.28M - 200mm PVC @ -0.39%
37.95M - 200mm PVC @ -0.35%
INV 33.06
INV 33.44
INV 32.81
INV 32.62
GENERAL SHEET NOTES
0 CU420
IL
J
C O
R U
M
B L
U M
L
G A
N D
IA
G A
M P
R A
T T
/2
/2
K U -3
C S P
N .d g
CU405
HORIZONTAL SCALE: 1:250
VERTICAL SCALE: 1:125
CU406
S A
N
IT
A R
Y S
E W
E R P
R O
F
IL
E S
SANITARY SEWER PROFILE CO TO SMH-3
VERTICAL SCALE: 1:125
HORIZONTAL SCALE: 1:250
CU406
SANITARY SEWER PROFILE SMH-4 TO EX MH16
FIRE LOOP
150mm
TO PUMPHOUSE
200mm WATERLINE
PROPOSED GRADE2.
EXISTING GRADE1.
SEE E1/CU501 FOR UTILITY TRENCHING G.
SPECIFICATION SECTION 33 30 00 SANITARY SEWERS
SEWER LINE INSTALLATION TO BE IN ACCORDANCE WITH F.
DISTRIBUTION PIPING
SPECIFICATION SECTION 33 11 00 WATER UTILITY
WATER LINE INSTALLATION TO BE IN ACCORDANCE WITH E.
SEE CS100-CS106 FOR SITE LAYOUT INFORMATIOND.
SEE CG200-CG206 FOR GRADING INFORMATIONC.
SEE CD010-CD016 FOR DEMOLITION INFORMATIONB.
SEE C-001 FOR GENERAL NOTES AND LEGENDA.
m1 .0 m m
.4 m
D
E S
IG
N S
U B
M
IT
T
-0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
J U
N E
P L
O T D
A T
E
F
IL
E N
A M
E
A N
S I
D
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
D
U L L E
S C
O R
N E
R P
A R
K
S U
IT
E
H E
R N
D O
N
V A
M
ID
D L E E
A S
T D
IS
T R
IC
T
P .O
B O
X
W
IN
C H
E S
T E
R
V A
-1
C A
M P A
R
IF
J
A N
K U
W A
IT
C A
R E A
N D P
R E
S E
R V
A T
IO
N F
A C
IL
IT
Y of Engineers ®
US Army Corps
K U
W A
IT
W E
R -1
-D -0
TYPICAL TRENCH
NTS NTS
THRUST BLOCK NOTES AND DETAILS
NTS
FIRE HYDRANT
NTS
VALVE BOX
NTS
DEAD END DETAIL
SEE PLANS
SURFACE RESTORATION,
NEW SURFACING, OR
ABOVE PIPE ZONE
TRENCH BACKFILL
PIPE OUTSIDE DIAMETER
PIPE BEDDING MATERIAL
WHERE REQUIRED
TRENCH STABILIZATION
PIPE ZONE
1.
2.
3.
4.
5.
6.
7.
8.
9.
SPECIFIED
MARKING TAPE AS
BEND ANGLE
22 1/2°11 1/4°45°
0.09
0.11
0.16
0.21
0.28
0.35
0.44
0.631.26
0.87
2.44
1.68
1.36
0.09
0.15
0.27
0.43
0.61
0.83
0.09
0.14
0.22
0.32
0.43
0.56
0.71
1.08
0.13
0.28
0.49
0.78
1.12
1.52
1.98
2.51
3.10
4.46
0.09
0.20
0.35
0.55
0.79
1.07
1.40
1.77
2.19
3.16
0.13
0.28
0.50
0.78
1.12
1.52
1.98
2.51
3.10
4.46
-0.18
0.40
0.71
1.10
1.58
2.14
2.79
3.53
4.37
6.32
(HORIZONTAL BENDS)
AA
300 AND LESS
ROD
SIZE
(VERTICAL BENDS)
FITTING
SIZE
BEND ANGLE
SIZE
FITTING
2.06
3.05
4.58
6.49
8.78
0.31
0.46
0.69
0.99
1.37
1.76
0.76
1.15
1.76
2.44
3.28
4.27
3.260.31
45°
0.84
EMBEDMENT
22 1/2° 11 1/4°
VOLUME OF THRUST BLOCK IN CUBIC METERS
WYE
PLUGGED CROSS
PLUGGED TEE
PLUGGED CROSS*TEE
BEND
THRUST BLOCK NOTES
RUN
PLUGGED
TEE
CROSS
PLUGGED
90° BEND
CAP
PLUG, OR
TEE, WYE,
SIZE
FITTING
A
A/2*A/2*
PROFILE
A
TABULATED TOTAL AREA
* EACH AREA (A/2) IS 1/2 OF
FOR SIZES)
EMBEDDED IN CONCRETE (SEE TABLE
GALVANIZED RODS OVER FITTING AND
ALL JOINTS TO BE RESTRAINED.
NOTE:
1.
2.
3.
4.
5.
6.
7.
AS SHOWN OR SPECIFIED
8.
9.
10.
11.
MJ HYDRANT OUTLET
12.
SPECIFIED
NOZZLE THREADS AS
13.
VALVE BOX
TEE
WATER MAIN W/ MJxFLG
FINISH GRADE
m m
(M
IN
m m
PIPE OD + 450 mm
MINIMUM WIDTH =
BEARING AREA OF THRUST BLOCKS IN SQ. METERS
350 - 400
#19
#25
400 11.30
BOLTS
OVER FACE OF
6 mm PLYWOOD m m
SQ. MIN
600 mm
OTHERWISE
900 mm UNLESS SHOWN
IN BARREL
150 mm ABOVE WEEP HOLE 19 mm DRAIN ROCK TO EL
150 mm WATER LINE
BLOCK, 400 mm SQ BASE
PRECAST CONC PIER
GATE VALVE
150 mm FLGxMJ
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
E.O.P. WHERE APPLICABLE
I.
H.
G.
F.
E.
D.
C.
B.
A.
M
IN
m
B.
A.
NOTES
10.0m
LEAVE VALVE IN CLOSED POSITION.
MAY BE USED WITH A M.J. PLUG.
COMPRESSION PLUG, A M.J. JOINT
IN LIEU OF SLIP-JOINT AND
8.
7.
6.
5.
4.
3.
2.
1.
SEE DETAIL E6 THIS SHEET
CONCRETE THRUST BLOCK,
CLOSE EXISTING VALVE
ONE FULL JOINT
EXISTING RETAINER GLAND
UNDISTURBED EARTH
PROPERTY LINE OR AS DIRECTED
EXISTING VALVE BOX
EXISTING CONCRETE COLLAR
BEARING CAPACITY OUTLINED IN GEOTECHNICAL REPORT.
SIZING BASED ON ACTUAL TEST PRESSURES OF THE SYSTEM AND SOIL
CONTRACTOR IS RESPONSIBLE FOR ADJUSTMENTS TO THRUST BLOCK
METER.
BEARING AREA OF THRUST BLOCK SHALL NOT BE LESS THAN 0.1 SQ.
ON PLANS TAKE PRECEDENCE OVER THIS STANDARD
BEARING AREAS, VOLUMES, AND SPECIAL BLOCKING DETAILS SHOWN
RESULTANT THRUSTS SHALL BE THE SAME AS FOR HORIZONTAL BENDS.
THRUST BLOCKS FOR VERTICAL BENDS HAVING DOWNWARD
ALLOWABLE SOIL BEARING STRESS OF 95 KN/SQ METER.
BASED ON ASSUMED TEST…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it.