5U6500DWG16of43.pdf
PDF 1 MB Posted
- Attached to
- P193 CONSTRUCT A WATER TREATMENT PLANT REPLACEMENT FACILITY, MARINE CORPS BASE, CHERRY POINT, NORTH CAROLINA
- Solicitation number
- N4008515R0310
About this file
DWG's
View the file
Other files
Show 40 more
Latest 50 of 81 listed here. See the rest on GovTribe.
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
1/4" = 1'-0" 1/4" = 1'-0"
15'-0"
27'-0"
25'-0"
10"6'-2" 18'-0"
21'-0"
2'-0" 2'-0"
12'-0"11'-0"2'-0"
STRAINERS PILE AND FOUNDATION PLAN RAW WATER PUMP STATION PILE AND FOUNDATION PLAN
3 TYP OF 3
4 TYP OF 7
5 TYP OF 4
SHEET KEYNOTES
GENERAL SHEET NOTES
"B
S-310A
TYP OF 6
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
/6 /2
:5
:1
A
M
ALFSKR HFJ
1311985
B L
D G
P -5
U -S -1
A .d g n
P
IL
E A
N D F
O U
N D
A T
IO
N P
L A
N S
S T
R U
C T
U R
A L
R A
W W
A T
E R P
U M
P S
T A
T
IO
N A
N D S
T R
A
IN
E R
S
S-110A
AS NOTED
0 4 8 12
1/4"=1'-0"
0 4 8 12
1/4"=1'-0"
A
S-310A
2'-0"2'-0" 1'-6"
TYP OF 6
TYP OF 6
TYP OF 3
9 TYP OF 8
EXPLICITLY CALLED OUT.
2. ALL DETAILS ARE TYPICAL EVEN IF NOT
DRAWING G-005A AND G-006A.
FOR GENERAL STRUCTURAL NOTES, SEE1.
N N
ADDITONAL INFORMATION
11. TEST PILE SEE S-141A NOTE 13 FOR
10. CONC EQUIP PAD TYPE "E" SEE A3/S-805A
9. CONC PIPE SUPPORT TYPE "A" SEE A1/S-807A
8. PC CONC PILE TOC EL 17.25
7. TOC HP EL 25.68
6. CANOPY COL SEE A1/S-820A
5. CONC EQUIP PAD TYPE "C" SEE C3/S-805A
4. PC CONC PILE TOC EL 24.10
3. CONC EQUIP PAD TYPE "A" SEE C1/S-805A
2. TOC LP EL 25.60
1. TOC HP EL 25.72
189 618
12697170
W A
T E
R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
R
IN
E
C O
R P
IR
A T
IO
N C
H E
R
Y
IN
T
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G C
O M
M A
N D M
ID
A
T L
A N
T
IC
IP
R
H
R O
L
IN
A L
A F
A Y
E T
M P
L E
X
R F
O L
K
V
IR
G
IN
IA
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
D
P A
R T
M E
F
V 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 A
V
L
C
IL
IT
IE
G
IN
E E
R
G
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 10 MARCH 2009
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
ENGINEER-SURVEYOR, LTD.
C. ALLAN BAMFORTH, JR.,
NORFOLK, VIRGINIA
3120 Highwoods Blvd, Suite 214
Raleigh, NC 27604
Tel: 919-875-4311
License Number F-0699
09-30-2017Expires
R e g s te re fe s al n ie r (S t r c tu r l)FIRTH
ALEX LANE
52686 u a i d
P ro sion E gn e
.A.S.U ,ANOZI
RA
ON
ETACIFITRE
dengiS et a
D
5'-0"6'-7"6'-7"5'-0"
3/8" = 1'-0"
N
A
S-311A
B
S-311A
BACKWASH WASTE BASIN PILE PLAN
SHEET KEYNOTES
GENERAL SHEET NOTES
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
/6 /2
:5
:4
B L
D G
P -5
U -S -1
A .d g n
B A
C K
W A
S H W
A S
T E B
A S
IN
P
IL
E P
L A
N
S T
R U
C T
U R
A L
R A
W W
A T
E R P
U M
P S
T A
T
IO
N A
N D S
T R
A
IN
E
S-113A
1 10 2 3 4 5 6 7
3/8" = 1'-0"
TYP OF 10
2 TYP OF 2
3 TYP OF 3
EXPLICITLY CALLED OUT.
4. ALL DETAILS ARE TYPICAL EVEN IF NOT
SEE A1/S-802A.
3. OPENING REINFORCING AT PIPE PENETRATIONS
B. SEISMIC BASE SHEAR N/A
NONSLIDING BASE
TANK WITH REINFORCED
RESISTING SYSTEM GROUND-SUPPORTED
A. LATERAL LOAD FLAT-BOTTOM
2. SEISMIC DESIGN
DRAWING G-005A AND G-006A.
1. FOR GENERAL STRUCTURAL NOTES, SEE
ADDITONAL INFORMATION
4. TEST PILE SEE S-141A NOTE 13 FOR
3. PC CONC PILE TOC EL 12.43
2. PC CONC PILE TOC EL 12.21
1. PC CONC PILE TOC EL 9.43
190 618
12697171
W A
T E
R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
R
R
A T
IO
N C
H E
R
IN
T
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G C
O M
M A
N D M
ID
A
T L
A N
T
IC
R
R O
L
IN
A L
A F
A Y
E T
M P
L E
R F
O L
K
V
IR
G
IN
IA
PM/DM
P A
R T
M E
V 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 A
V
C
IL
IT
G
IN
E E
R
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 10 MARCH 2009
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
ENGINEER-SURVEYOR, LTD.
Raleigh, NC 27604
Tel: 919-875-4311
License Number F-0699
09-30-2017Expires
R e g s te re fe s al n ie r (S t r c tu r l)FIRTH
ALEX LANE
52686 u a i d
P ro sion E gn e
.A.S.U ,ANOZI
RA
ON
ETACIFITRE
D
A
S-311A
S-311A
B
22'-0"
TYP
3'-0"
TYP
1'-2"
T Y
P
T Y
P
GENERAL SHEET NOTES
SHEET KEYNOTES
4'-4" 5'-6" 5'-6" 6'-6"
BACKWASH WASTE BASIN PLAN
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
/6 /2
:5
:1
B L
D G
P -5
U -S -1
A .d g n
B A
C K
W A
S H W
A S
T E B
A S
IN
P
L A
N
S T
R U
C T
U R
A L
R A
W W
A T
E R P
U M
P S
T A
T
IO
N A
N D S
T R
A
IN
E
S-114A
1 10 2 3 4 5 6 7
2 2 2 2
8. TOC EL 25.60
7. TOC HP EL 14.10
6. TOC LP EL 13.66
5. TOC EL 11.10
4. NOT USED
3. TOC EL 14.10
DIMENSIONS ARE TO END OF RAILING RETURN
2. REMOVABLE ALUM RAILING SEE C1/S-819A
TYPE A POST BASE, A3/S-817A
1. ALUM RAILING TYP 3 SIDES. SEE C4/S-816A WITH
EXPLICITLY CALLED OUT.
3. ALL DETAILS ARE TYPICAL EVEN IF NOT
SEE A1/S-802A.
2. OPENING REINFORCING AT PIPE PENETRATIONS.
DRAWING G-005A AND G-006A.
1. FOR GENERAL STRUCTURAL NOTES, SEE
191 618
12697172
W A
T E
R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
R
R
A T
IO
N C
H E
R
IN
T
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G C
O M
M A
N D M
ID
A
T L
A N
T
IC
R
R O
L
IN
A L
A F
A Y
E T
M P
L E
R F
O L
K
V
IR
G
IN
IA
PM/DM
P A
R T
M E
V 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 A
V
C
IL
IT
G
IN
E E
R
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 10 MARCH 2009
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
ENGINEER-SURVEYOR, LTD.
Raleigh, NC 27604
Tel: 919-875-4311
License Number F-0699
09-30-2017Expires
R e g s te re fe s al n ie r (S t r c tu r l)FIRTH
ALEX LANE
52686 u a i d
P ro sion E gn e
.A.S.U ,ANOZI
RA
ON
ETACIFITRE
D
0.5
SHEET KEYNOTES
GENERAL SHEET NOTES
SECTION
B
S-110A3/8"=1'-0"
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
/6 /2
:5
:1
B L
D G
P -5
U -S -3
A .d g n
S T
R U
C T
U R
A L
R A
W W
A T
E R P
U M
P S
T A
T
IO
N A
N D S
T R
A
IN
E
S-310A
1'-0" 1'-9"
TYPTYP
CL OF PUMP
TOC EL 18.75
TYP
TST EL 37.60
M
IN
SECTION
A
S-110A3/8"=1'-0"
1 TYP
M
IN
TYP
8 TYP
8. BASE OF WALL SEE A3/S-803A
7. #6@6" T&B
6. #6@12" EF
5. CONC FILL
4. 12" CONC WALL
3. #6@6" T&B
2. CANOPY SEE A1/S-820A
PILE TO SLAB CONN
1. PC CONC PILE SEE C1/S-803A FOR
S E
C T
IO
N S
1 10 2 3 4 5 6 7
3/8" = 1'-0"
SEE DWG S-110A
TOC EL VARIES
SEE DWG S-110A
TOC EL VARIES
TYP
EXPLICITLY CALLED OUT.
2. ALL DETAILS ARE TYPICAL EVEN IF NOT
DRAWING G-005A AND G-006A.
1. FOR GENERAL STRUCTURAL NOTES, SEE
192 618
12697173
W A
T E
R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
R
R
A T
IO
N C
H E
R
IN
T
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G C
O M
M A
N D M
ID
A
T L
A N
T
IC
R
R O
L
IN
A L
A F
A Y
E T
M P
L E
R F
O L
K
V
IR
G
IN
IA
PM/DM
P A
R T
M E
V 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 A
V
C
IL
IT
G
IN
E E
R
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 10 MARCH 2009
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
ENGINEER-SURVEYOR, LTD.
Raleigh, NC 27604
Tel: 919-875-4311
License Number F-0699
09-30-2017Expires
R e g s te re fe s al n ie r (S t r c tu r l)FIRTH
ALEX LANE
52686 u a i d
P ro sion E gn e
.A.S.U ,ANOZI
RA
ON
ETACIFITRE
D
1.5
5 9
1 TYP
4 TYP
TYP
TYP
TYP
3'-0" 6'-0"
TYP
1'-2"
TYP
3'-0"
2'-0"
TYP
1'-2"
TYP
3'-0"
GENERAL SHEET NOTES
SHEET KEYNOTES
SECTION
B
3/8"=1'-0" S-113A, S-114A
SECTION
A
3/8"=1'-0" S-113A, S-114A
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
/6 /2
:5
:3
B L
D G
P -5
U -S -3
A .d g n
B A
C K
W A
S H W
A S
T E B
A S
IN
S
E C
T
IO
N S
S T
R U
C T
U R
A L
R A
W W
A T
E R P
U M
P S
T A
T
IO
N A
N D S
T R
A
IN
E
S-311A
LAP
1 10 2 3 4 5 6 7
3/8" = 1'-0"
TYP
M
IN
M
IN
DWG S-114A
TOC EL SEE
DWG S-114A
TOC EL SEE
DWG S-114A
TOC EL SEE
M
IN
TYP
DWG S-114A
TOC EL SEE
DWG S-114A
TOC EL SEE
DWG S-114A
TOC EL SEE
TYP
T
Y P
TYP
TYP
TYP
LAP
T Y
P
EXPLICITLY CALLED OUT.
2. ALL DETAILS ARE TYPICAL EVEN IF NOT
2. LEAK TEST TO TOP OF WALL.
DRAWINGS G-005A AND G-006A.
1. FOR GENERAL STRUCTURAL NOTES, SEE
AT JOINT
SEE C3/S-803 FOR ADDITIONAL REINFORCING
12. WALL HORIZONTAL CONSTRUCTION JOINT
11. #7@6"
10. #6@6"
9. 2 ADDITIONAL #6 AT FACE OF CONCRETE
8. PC CONC PILE SEE C1/S-803A
7. BASE OF WALL SEE A3/S-803A WITH C3/S-803A
6. #6@6"
5. #7@6" EW T&B
4. #6@12" W/ #7@6" CORNER BARS SEE A3/S-802A
3. #6@12"
2. #7@6"
POST BASE, A3/S-817A
1. ALUM RAILING. SEE C4/S-816A WITH TYPE A
193 618
12697174
W A
T E
R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
R
R
A T
IO
N C
H E
R
IN
T
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G C
O M
M A
N D M
ID
A
T L
A N
T
IC
R
R O
L
IN
A L
A F
A Y
E T
M P
L E
R F
O L
K
V
IR
G
IN
IA
PM/DM
P A
R T
M E
V 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 A
V
C
IL
IT
G
IN
E E
R
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 10 MARCH 2009
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
ENGINEER-SURVEYOR, LTD.
Raleigh, NC 27604
Tel: 919-875-4311
License Number F-0699
09-30-2017Expires
R e g s te re fe s al n ie r (S t r c tu r l)FIRTH
ALEX LANE
52686 u a i d
P ro sion E gn e
.A.S.U ,ANOZI
RA
ON
ETACIFITRE
D
| RAW WATER PUMP STATION AND STRAINERS |
| STRUCTURAL |
| PLANS |
| S-110A - PILE AND FOUNDATION PLANS |
| S-113A - BACKWASH WASTE BASIN PILE PLAN |
| S-114A - BACKWASH WASTE BASIN PLAN |
| SECTIONS |
| S-310A - SECTIONS |
| S-311A - BACKWASH WASTE BASIN SECTIONS |
| 2015-05-12T11:39:11-0700 | |
| Alex Firth |
| 2015-05-12T11:39:27-0700 | |
| Alex Firth |
| 2015-05-12T11:39:27-0700 | |
| Alex Firth |
| 2015-05-12T11:39:27-0700 | |
| Alex Firth |
| 2015-05-12T11:39:28-0700 | |
| Alex Firth |
File details come from the government source that posted it. Updated .