5U6500DWG12of43.pdf
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- P193 CONSTRUCT A WATER TREATMENT PLANT REPLACEMENT FACILITY, MARINE CORPS BASE, CHERRY POINT, NORTH CAROLINA
- Solicitation number
- N4008515R0310
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P T
P T
R1
R2
R
R
W1 W2
W3
W4
W5 W6
W7
W8
W9 W10
W11
W12 W13
W14 W15
W
W17
F7
F8
F9
F10 C1
C5
P T
P T
PT3
PT4
P T
P T
P T
P T
PT21
PT22
P T25
PT29
P T
P T
P T
P T
P T
P T
P T
P T
P T
P T
P T
P T
PT11
PT12
PT14
PT24
PT58
PT64
PT66
PT69
P T 1 P
T
P T
PT77
P T
P T
P T
P T
P T
PT86
PT87PT88F5
F6
PT27
P T26
PT28
P T
P T
P T
P T
P T
P T
P T
P T
PT13
P T
P T
P T
PT47
P T
P T
PT50
PT51
PT52
PT53PT57
PT56
PT55
PT54
P T
P T
PT61 PT62
PT63
PT65
PT67
PT68
PT70
P T
P T
P T
P T
PT89
10+00
C4C3
C2
P T
PT76
D
A
A
A F
A
A
D
S W
A L L O
W R
O A
D
CHERRY POINT GIS
AS PROVIDED BY
WETLANDS LOCATION
(4)
Z
AF
S W
A L L O
W R
O A
D
4" E. SAN
4"
E.
SA
N
E
S A N
8" E. SAN. FM.
E
S A N
F M
1 1/2"
E. SAN. FM.
1 1/2" E. SAN. FM.
E
U G
F U E L
O
IL
L
IN
E
S W
A L L O
W R
O A
D
E
U G
C O
M M
E. UG. C
OMM.
E
U G
C O
M M
6" E. REUSE
10" E. SAN. FM.10" E. SAN. FM.
E
S A N
8" E. SAN.
12" E. SAN.
23 23
E. UG. TEL.
10" E. UG. FUEL (JP5)
BOULEVARD
ROOSEVELT
24" FW
20" RW
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
M A
R
IN
C
R
S
IR
A T
IO
N C
H E
R 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
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
DP101A DP102A
DP103A
DP104A
DP105A DP106A
BUILDING
BYPASS FILTER
STRAINERS
N 0 30 60 90
1"=30'
BUILDING
TREATMENT
AND
OPERATIONS
BUILDING
ELECTRICAL
BUILDING
OZONE
EXISTING
PUMP STATION
WASTE
CLARIFIER
EXISTING
PUMP STATION
DECANT
CLARIFIER
EXISTING
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
TF SMP
1311985
B L
D G
P -5
U -D
P
A .d g n
O V
E R
A L L S
IT
E P
L A
N
Y A
R D P
IP
IN
DP100A
NEW FH
X-FH0917
X-FH0916
WATER TANK
FINISHED
NEW FH
WASTE BASIN
BACKWASH
STATION
PUMP
WATER
RAW
PUMP STATION
AND TRANSFER
DECARBONATOR
OVERALL SITE PLAN
1"=30'
JAS
AS SHOWN
M E
C H
A N
IC
A L
STORAGE
AND FUEL
GENERATOR
GENERAL SHEET NOTES
IRON PIPE JOINTS.
MECHANICALLY RESTRAIN ALL BURIED DUCTILE 1.
NEW FH
107 618
12697088
20" RW 20" RW
20" RW
26.39
C
WOODS
E
O H
L
IN
E
WOODS
WOODS
T.O.B.
T.O.B.
T .O .B
T .O .B
T.O .B
T.O.B.
T .O .B
25 24
C
U
GRASS
S W
A L L O
W R
O A
D
E
S
E
S A N
F M
1 1/2"
E. SAN. FM.
S W
A L L O
W R
O A
D
E
R .W
20" E. R.W.
12" E.W.
C
E .W
#H2
21.8
21.9
21.9
22.0
22.1
22.1
22.1
23.6
23.7
23.8
24.1
24.1
24.3
24.3
24.3
24.3
24.4
24.4
24.3
24.2
25.7
24.7
24.8
24.79
24.8
24.88
24.90
TC 26.4
26.00
TC 25.0
24.9
24.9
25.0
25.0
TW24.99
25.0
25.0
25.1
25.1
25.07
25.1E. UG. TEL.
25.09
25.1 24.5
25.13
25.2
25.1
25.2
25.0
24.9
25.2
25.2
25.2
25.2
25.2
24.6 25.2
25.3
TC 25.3
25.27
25.3
TC 25.3
25.31
25.3
25.4
25.4
25.4
25.46
25.5
25.5
24.8
25.6
TC 26.0
25.64
25.7
T.O .B
25.8
25.81
24.8
10" E. UG. FUEL (JP5)
25.9
25.99
26.02
26.0
26.2
26.4
26.52
26.5
26.63
26.8
27.9
P T
P T
R1
R2
R
W1
F7
F8
F5
F6
P T
P T
PT61
PT70
PT89
P T
PT76
D
ROOSEVELT BOULEVARD
A
A
A F
A
A
D
S W
A L L O
W R
O A
D
(4)
AF
S W
A L L O
W R
O A
D
4" E. S.
E
S
E.
W
W
4" E. SAN
4"
E.
SA
N
E
S A N
8" E. SAN. F.M.
E
S A N
F .M
1 1/2"
E. SAN. F.M.
1 1/2" E. SAN. F.M.
E
U G
F U
L
IN
E
S W
A L L O
W R
O A
D
E
U G
C O
M M
E. UG. C
OMM.
E
U G
C O
M M
E. UG. COMM.
6" E. WASH W. REUSE
10" E. UG. FUEL (JP5)
10" E. UG. FUEL (JP5)
E
S A N
8" E. SAN.
12" E. SAN.
N 0 10 20 30
1"=10'
TREATMENT BUILDING
OPERATIONS AND
1"=10'
SOURCE
PARTIAL SITE PLAN NORTH WEST
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
:0
B L
D G
P -5
U -D
P
A .d g n
P A
R T
IA
L S
IT
E P
L A
N N
O R
T H W
E S
T
Y A
R D P
IP
IN
DP101A
20" FW
F-503A
A1 ON DRAWING
4" F D-804A
DRAWING
A4 ON
20" V504, F-500A
A1 ON DRAWING
M A
T C
H L
IN
E S
E E D
W G D
P
A
MATCHLINE - SEE DWG DP103A
JAS
AS SHOWN
GENERAL SHEET NOTES
1.
PIPING AND STRUCTURE DURING CONSTRUCTION.
PROVIDE TEMPORARY PROTECTION TO EXISTING
ALL EXISTING PIPING PRIOR TO CONSTRUCTION.
CONTRACTOR MUST FIELD VERIFY AND LOCATE
F-500A
A2 ON DRAWING
INDICATOR,
6" V137 W/ POST
THIS AREA
DETAILED PLAN
D-190A FOR
SEE DRAWING
ENCLOSURE
WALK-IN
GENERATOR
4" FOS
M E
C H
A N
IC
A L
20" FW
90BWW-M10000
CABINET
FUEL PORT
TANK
STORAGE
FUEL
DIESEL
90BWW-TNK10000
GENERATOR
ENGINE
DIESEL
90BWW-GEN10000
2" FOR/4"DWCP
2"FOS/4"DWCP
SEE CU101A
FOR CONTINUATION
6" D, SEE CU101A
FOR CONTINUATION
4" SD,
6" V137
6" FW
108 618
12697089
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
N 438 158.56
E 2 631 238.16
N 438 163.25
E 2 631 244.73
N 438 142.77
E 2 631 229.83
N 438 155.31
E 2 631 240.49
CL EL 20.53
CL EL 20.53
CL EL 20.53
CL EL 21.67
CL EL 21.67
CL EL 21.21
CL EL 21.64
N 438 147.69
E 2 631 236.74
CL EL 21.01
CL EL 20.53
N 438 248.96
E 2 631 338.10
N 438 153.63
E 2 631 245.01
N 438 172.66
E 2 631 231.37
N 438 146.67
E 2 631 227.05
DP101A DP102A
DP103A DP104A
DP105A DP106A
KEYPLAN
24" FW
B
B
B
(2)
(7)
DETECTION
LOOP
E. UG. ELEC.
E. UG. ELEC.
E. UG. ELEC.
E. UG. ELEC.
E. UG. ELEC.
E
U G
E L E C
E.
U
G.
E
LE
C.
ROOSEVELT
B (3)
D
ROOSEVELT BOULEVARD
A
A
A F
A
A
D
S W
A L L O
W R
O A
D
(4)
AF
S W
A L L O
W R
O A
D
4" E. S.
E
S
E.
W
W
4" E. SAN
4"
E.
SA
N
E
S A N
8" E. SAN. F.M.
E
S A N
F .M
1 1/2"
E. SAN. F.M.
1 1/2" E. SAN. F.M.
E
U G
F U
L
IN
E
S W
A L L O
W R
O A
D
E
U G
C O
M M
E. UG. C
OMM.
E
U G
C O
M M
E. UG. COMM.
6" E. WASH W. REUSE
10" E. UG. FUEL (JP5)
10" E. UG. FUEL (JP5)
E
S A N
8" E. SAN.
12" E. SAN.
N 0 10 20 30
1"=10'1"=10'
8" CDW
PARTIAL SITE PLAN NORTH EAST
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
/8 /2
:4
:1
B L
D G
P -5
U -D
P
A .d g n
P A
R T
IA
L S
IT
E P
L A
N N
O R
T H E
A S
T
Y A
R D P
IP
IN
DP102A
CL EL 20.53
D-172A
SEE DRAWING
PUMP STATION,
WASTE
CLARIFIER
M A
T C
H L
IN
E S
E E D
W G D
P
A
MATCHLINE - SEE DWG DP104A
JAS
AS SHOWN
D-171A
SEE DRAWING
PUMP STATION,
DECANT
CLARIFIER
GENERAL SHEET NOTES
1.
PIPING AND STRUCTURE DURING CONSTRUCTION.
PROVIDE TEMPORARY PROTECTION TO EXISTING
ALL EXISTING PIPING PRIOR TO CONSTRUCTION.
CONTRACTOR MUST FIELD VERIFY AND LOCATE
VAULT
WATER METERING
EXISTING FINISHED
M E
C H
A N
IC
A L
D-804A
A4 ON DRAWING
20"-V135, 20" FW
CL EL 20.53
SEE DWG CU101B
FOR CONTINUATION
109 618
12697090
FW PIPE
INTO EXISTING 24"
HOT TAP CONNECT
DRAWING D-806A
TO DETAIL D4 ON
APPROXIMATE, REFER
VOLUME SHOWN
BLOCK BEARING AREA
CONCRETE THRUST
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.
27604 Tel: 919-875-4311
Suite 214 Raleigh, NC 3120 Highwoods Blvd, N 438 329.98
E 2 631 412.54
N 438 299.08
E 2 631 369.35
DP101A DP102A
DP103A DP104A
20" RW
S W
A L L O
W R
O A
D
6" E. R .W.
E
R .W
20" E. R .W.
22.1
22.2
22.2
E .S
22.2
22.4
24.5
23.7
23.7
23.7
23.8 23.8
23.9
TC 24.3
23.89
23.9
24.2
24.3
24.4
24.4
24.4
24.5
24.6
24.5
24.6
24.6
24.6
24.7
24.7
24.69
24.4
24.7
24.75
24.76 24.8
24.8
24.76
24.77
24.8
24.8
24.8
24.9
24.9 24.9
24.93
24.96
24.98
25.0
25.00
25.1
25.1
25.2
25.3
25.3
25.3
25.3
25.4
25.4
25.5
25.5
25.6
25.7
R
P T
P T
P T
P T
P T
P T
P T 1 P
T
P T
P T
P T
P T
P T
D
ROOSEVELT BOULEVARD
A
A
A F
A
A
D
S W
A L L O
W R
O A
D
(4)
AF
S W
A L L O
W R
O A
D
4" E. S.
E
S
E.
W
W
4" E. SAN
4"
E.
SA
N
E
S A N
8" E. SAN. F.M.
E
S A N
F .M
1 1/2"
E. SAN. F.M.
1 1/2" E. SAN. F.M.
E
U G
F U
L
IN
E
S W
A L L O
W R
O A
D
E
U G
C O
M M
E. UG. C
OMM.
E
U G
C O
M M
E. UG. COMM.
6" E. WASH W. REUSE
10" E. UG. FUEL (JP5)
10" E. UG. FUEL (JP5)
E
S A N
8" E. SAN.
12" E. SAN.
N 0 10 20 30
1"=10'
20" MP
1"=10'
PARTIAL SITE PLAN CENTRAL WEST
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
/8 /2
:2
:1
B L
D G
P -5
U -D
P
A .d g n
P A
R T
IA
L S
IT
E P
L A
N C
E N
T R
A L W
E S
T
Y A
R D P
IP
IN
DP103A
12" MC
24" CFI
A
DP301A
B
DP301A
C
DP301A
D
DP301A
20" FW
24" RW
20" FW
20" FW
6"
TYP
6" FW
2" LL
2" SPD
CL EL 23.84
MATCHLINE - SEE DRAWING DP101A
MATCHLINE - SEE DRAWING DP105A
M A
T C
H L
IN
E S
E E D
R A
W
IN
G D
P
A
C EL 22.08
3" SPD
JAS
AS SHOWN
CONDUIT
2" SPARE
2" SPARE CONDUIT
PIPE W/ 1/4" SHC
CONTAINMENT
2" SHC
PIPE W/ 1/4" NA
CONTAINMENT
2" NA
1'-1 1/4"
2'-0 1/4"
WATER PIPE
TO EXISTING 20" RAW
HOT TAP CONNECTION
GENERAL SHEET NOTES
1.
PIPING AND STRUCTURE DURING CONSTRUCTION.
PROVIDE TEMPORARY PROTECTION TO EXISTING
ALL EXISTING PIPING PRIOR TO CONSTRUCTION.
CONTRACTOR MUST FIELD VERIFY AND LOCATE
HORIZ
22.5° FROM
TEE, ROLL DN
20"x20"x6"
M E
C H
A N
IC
A L
2" SPD
3" W1
D-804A
DRAWING
A4 ON
3" V135, SADDLE
20"x3"
TREATMENT BUILDING
AND
OPERATIONS
6"-V135 6" FW
110 618
12697091
D-804A
DRAWING
A4 ON
20"-V135, REDUCER
MJ x PE
24" x 20"
SHEET KEYNOTESx
CONTRACTING OFFICER FOR REVIEW AND APPROVAL.
REGISTERED PROFESSIONAL ENGINEER TO
PIPING AND SUBMIT CALCULATIONS STAMPED BY A
THRUST RESTRAINT TO EXISTING AND PROPOSED
SHOULD THRUST BLOCK BE DISTURBED, PROVIDE
TO ACCOMMODATE EXISTING THRUST BLOCK.
LOCATION OF 20-INCH TAPPING SLEEVE AS REQUIRED
BEARING CAPACITY OF EXISTING SYSTEM. ADJUST
THRUST BLOCK BEARING AREA OR REDUCE AVAILABLE
WITH UNDISTURBED EARTH. DO NOT DISTURB
THRUST BLOCK SHALL REMAIN IN DIRECT CONTACT
VERIFY PRIOR TO COMMENCING WORK IN THIS AREA.
SIZE AND LOCATION SHOWN APPROXIMATE, FIELD
EXISTING CONCRETE THRUST BLOCK SHALL REMAIN. 1.
THRUST BLOCK
CONCRETE
EXISTING
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.
27604 Tel: 919-875-4311
Suite 214 Raleigh, NC
N 437 984.99
E 2 631 453.43
UPPER CL EL 23.55
LOWER CL EL 18.13
UPPER CL EL 24.00
LOWER CL EL 18.02
UPPER CL EL 23.83
LOWER CL EL 18.18
UPPER CL EL 24.00
LOWER CL EL 18.12
N 437 967.38
E 2 631 434.56
N 437 934.83
E 2 631 396.43
CL EL 20.53
CL EL 20.53
CL EL 20.53
UPPER CL EL 23.84
LOWER CL EL 23.00
CL EL 23.00
N 438 072.91
E 2 631 466.25
CL EL 17.85
N 437 964.90
E 2 631 436.33
N 437 986.68
E 2 631 455.80
N 437 983.14
E 2 631 450.85
N 437 981.30
E 2 631 448.27
CL EL 22.50
N 437 999.88
E 2 631 518.45
CL EL 17.85
N 437 960.42
E 2 631 403.91
N 437 950.29
E 2 631 418.05
N 437 975.08
E 2 631 445.35
22.5º BEND
CL EL 19.27
N 437 932.16
E 2 631 385.31
N 438 055.91
E 2 631 291.93
N 438 054.98
E 2 631 297.51
N 438 051.99
E 2 631 299.57
CL EL 20.53
CL EL 20.53
N 437 947.75
E 2 631 448.59
CL EL 19.27
DP101A DP102A
DP103A DP104A
Z
P T
PT21
PT22
P T25
PT29
P T
P T
PT24
P T
PT27
P T26
PT28
P T
P T
D
ROOSEVELT BOULEVARD
A
A
A F
A
A
D
S W
A L L O
W R
O A
D
(4)
AF
S W
A L L O
W R
O A
D
4" E. S.
E
S
E.
W
W
4" E. SAN
4"
E.
SA
N
E
S A N
8" E. SAN. F.M.
E
S A N
F .M
1 1/2"
E. SAN. F.M.
1 1/2" E. SAN. F.M.
E
U G
F U
L
IN
E
S W
A L L O
W R
O A
D
E
U G
C O
M M
E. UG. C
OMM.
E
U G
C O
M M
E. UG. COMM.
6" E. WASH W. REUSE
10" E. UG. FUEL (JP5)
10" E. UG. FUEL (JP5)
E
S A N
8" E. SAN.
12" E. SAN.
20" RW
20" RW
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
N 438 164.51
E 2 631 685.11
N 438 165.04
E 2 631 687.42
N 438 164.83
E 2 631 686.52
N 438 199.49
E 2 631 660.10
N 438 217.81
E 2 631 658.21
N 438 210.49
E 2 631 647.97
CL EL 18.13
CL EL 19.74
CL EL 19.74
CL EL 18.13
CL EL 17.86
CL EL 18.08
N 438 204.80
E 2 631 667.52
N 438 199.95
E 2 631 662.46
N 438 203.99
E 2 631 668.10
CL EL 17.86
CL EL 17.83
CL EL 19.77
N 438 051.80
E 2 631 594.14
CL EL 19.77
N 438 204.98
E 2 631 651.90
N 438 203.87
E 2 631 658.60
CL EL 17.86
CL EL 17.86
CL EL 17.86
N 438 266.02
E 2 631 604.60
N 438 265.61
E 2 631 608.56
N 438 101.23
E 2 631 663.29
DP101A DP102A
DP103A DP104A
DP105A DP106A
KEYPLAN
N
0 10 20 30
1"=10'
BUILDING
ELECTRICAL
1"=10'
PARTIAL SITE PLAN CENTRAL EAST
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
:2
B L
D G
P -5
U -D
P
A .d g n
P A
R T
IA
L S
IT
E P
L A
N C
E N
T R
A L E
A S
T
Y A
R D P
IP
IN
DP104A
6" BWW
DP301A
F
DP302A
D-173A
SEE DRAWING
OZONE BUILDING,
EXISTING
12" MC
1" AHP
6" BWW12" MC
1" AHP
M A
T C
H L
IN
E S
E E D
R A
W
IN
G D
P
A
MATCHLINE - SEE DRAWING DP106A
MATCHLINE - SEE DRAWING DP102A
JAS
AS SHOWN
GENERAL SHEET NOTES
1.
PIPING AND STRUCTURE DURING CONSTRUCTION.
PROVIDE TEMPORARY PROTECTION TO EXISTING
ALL EXISTING PIPING PRIOR TO CONSTRUCTION.
CONTRACTOR MUST FIELD VERIFY AND LOCATE
D-804A
A1 ON DRAWING
LOW POINT DRAIN,
K
DP302A
M E
C H
A N
IC
A L
6" FW
6"-V135
HORIZ
UP 45º FROM
TEE, ROLL
14"x14"x8"
12" CAP
HORIZ
UP 45º FROM
TEE, ROLL
12"x12"x8"
REDUCER
14"X6"
14" MC/BWW
SLEEVE
TAPPING
20" X 14"
DOWN
ROTATED
14" 90° BEND
DWG D-804A
DETAIL A4 ON
14"-V134, SEE
8" MC
SEE DRAWING CS-104A
FOR CONTINUATION
6"-V137
F-500A
DRAWING
FH, A1 ON
111 618
12697092
B (2)
B
WOODS
T.O .B
T.O .B
T.O .B
T.O .B
T.O.B.
T.O.B.
T.O.B
E. OH. LINE
E.
O
H.
L
IN
E
B L D
G
GRASS
E
S A N
E. UG. C
OMM.
E
U G
C O
M M
E
U G
E L E C
#H6
#H9
22.2
22.4
22.9
T.O .S
23.4
23.5
23.5
23.6
23.6 23.6
23.7
T .O .B
22.1
23.7
23.8
23.8
23.9
24.0
24.0
24.0
24.1
24.1
24.2 24.2
24.2
24.3
24.3
24.3
T.O.B.
24.3 24.3
24.4
24.4
24.4
24.4
24.44
24.4
24.5
24.5
24.5
24.5
24.5
24.5
24.6
24.6
24.6
24.6
24.63
22.4
24.4
DOOR
24.66
24.7
DOOR
OVERHEAD
24.7
24.7
24.70
24.7
25.11
24.71
24.73
24.73
24.7
24.8
24.8
24.78
24.8
24.8
24.8
24.8
24.8
24.9
24.9
24.9
TW24.90
24.91
TW24.92
24.96
24.97
24.98
25.01
25.0
TW25.07
25.0
TW25.08
TW25.09
TW25.12
25.13
25.13
TW25.13
25.14
25.5
26.2
26.4
F9
F10
P T
PT58
P T
PT77
P T
PT47
P T
P T
P T
P T
D
ROOSEVELT BOULEVARD
A
A
A F
A
A
D
S W
A L L O
W R
O A
D
(4)
AF
S W
A L L O
W R
O A
D
4" E. S.
E
S
E.
W
W
4" E. SAN
4"
E.
SA
N
E
S A N
8" E. SAN. F.M.
E
S A N
F .M
1 1/2"
E. SAN. F.M.
1 1/2" E. SAN. F.M.
E
U G
F U
L
IN
E
S W
A L L O
W R
O A
D
E
U G
C O
M M
E. UG. C
OMM.
E
U G
C O
M M
E. UG. COMM.
6" E. WASH W. REUSE
10" E. UG. FUEL (JP5)
10" E. UG. FUEL (JP5)
E
S A N
8" E. SAN.
12" E. SAN.
N 0 10 20 30
1"=10'
95-FW-TNK-1500
12" MC
1"=10'
TANK
FINISHED WATER
PARTIAL SITE PLAN SOUTH WEST
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
:0
B L
D G
P -5
U -D
P
A .d g n
P A
R T
IA
L S
IT
E P
L A
N S
O U
T H W
E S
T
Y A
R D P
IP
IN
DP105A
12" MC
24" CFI
DP301A
B
DP301A
C
DP301A
FUTURE USE
PLUGGED FOR
8" FBS24" OF
D
DP301A
MATCHLINE - SEE DRAWING DP-103A
M A
T C
H L
IN
E S
E E D
R A
W
IN
G D
P -1
A
NORTHING EASTINGDESCRIPTION
PIPING COORDINATE TABLE
ELEV
CL
3" SPD
24" CFI
2" W1
2" SPD
PUMP STATION
AND TRANSFER
DECARBONATOR
20" FW 117
20" FW
111 112
110 109 108
8" DR
SEE DWG DP401A
ENLARGED PLAN 1,
SEE DWG DP401A
ENLARGED PLAN 3,
437 927.14 2 631 486.99
NO.
POINT
437 929.85 2 631 488.95
437 936.38 2 631 488.17
2 631 488.85437 940.45
437 944.45 2 631 490.44
437 954.81 2 631 483.04
437 956.24 2 631 482.01
437 949.20 2 631 516.01
437 944.89 2 631 514.75
437 944.12 2 631 513.67
437 932.36 2 631 501.92
437 942.64 2 631 516.29
437 873.24 2 631 488.70
437 876.33 2 631 493.02
437 876.46 2 631 496.09
437 875.40 2 631 496.85
437 887.89 2 631 514.33
437 891.59 2 631 519.50
437 891.21 2 631 519.97
437 896.19 2 631 525.94
437 900.41 2 631 522.44
437 901.49 2 631 523.09
437 890.26 2 631 537.30
437 895.72 2 631 535.62
437 904.42 2 631 557.10
437 910.81 2 631 556.73
437 929.99 2 631 567.84
1 1/2" TW
3" DR
SEE DWG DP401A
ENLARGED PLAN 2
1/2" SA
1/2" SA
JAS
AS SHOWN
PIPE W/ 1/4" NA
CONTAINMENT
2" NA
20" FW
20" MP
6" FW
3" SPD
2" SPD
2" LL
LL
2" SPARE
2" SPARE CONDUIT
PIPE W/ 1/4" NA
CONTAINMENT
2" NA
PIPE W/ 1/4" SHC
CONTAINMENT
2" SHC
12" MP
GENERAL SHEET NOTES
1.
PIPING AND STRUCTURE DURING CONSTRUCTION.
PROVIDE TEMPORARY PROTECTION TO EXISTING
ALL EXISTING PIPING PRIOR TO CONSTRUCTION.
CONTRACTOR MUST FIELD VERIFY AND LOCATE
CL EL 17.85
24" RW
CONDUIT
2" SPARE
437 891.39 2 631 508.97
437 890.87 2 631 509.09
1" TWR
437 895.98 2 631 535.43
437 910.98 2 631 556.41
M E
C H
A N
IC
A L
12" FMB
437 924.28 2 631 558.62
437 924.34 2 631 558.98133
22.50
22.63
18.02
22.63
22.50
21.79
22.63
22.50
21.79
23.50
23.83
24.00
24.00
23.50
24.00
23.83
23.50
24.00
24.00
18.12
18.12
20.50
20.50
23.34
22.00
20.50
22.08
23.83
23.83
18.30
18.02
18.18
18.12
1 1/2" 45º BEND
1" 45º BEND
FACE OF BLIND FLANGE
1" 45º BEND
1 1/2" 45º BEND
8" 45º BEND
1" 90º VERT BEND
1 1/2" 90º VERT BEND
8" 90º VERT BEND
2" 90º VERT BEND
2" 90º VERT BEND
1/2" 90º VERT BEND
1/2" 90º VERT BEND
3" 90º VERT BEND
1/2" 90º VERT BEND
2" 45º BEND
2" 45º BEND
1/2" 90º BEND
1/2" 90º VERT BEND
20" 90º VERT BEND
20" TEE
16" 90º VERT BEND
16" 90º VERT BEND
2" 45º VERT BEND
2" 45º VERT BEND
12" 90º VERT BEND
3" 90º VERT BEND
3" 90º VERT BEND
3" 90º BEND
12" 90º BEND
24" 90º BEND
20" 90º BEND, ROLL UP 45º
24" 90º BEND
112 618
12697093
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
DP101A DP102A
DP103A DP104A
GRAVEL
" E . S
T.O.B.
T.O.B.
T.O.S.
T.O.B.
T.O.S. T.O.S.
T.O.S.
G R
AVE
L
WOODS
H
E.
U
G.
E
LE
C.
E. UG. ELEC.
21.6
22.4
22.5
22.5
22.8
22.9
23 23
21.9
23.2
23.2
23.4
23.4
23.0
23.6
23.6
23.0
23.7
23.8
23.9
24.2
24.3
24.3
24.5 24.4
24.5
24.5
24.5
24.5
24.6
24.6
24.7
24.7
24.7
24.7
24.7
24.7
24.7
24.7 24.8
24.8
24.8
24.8
24.8
24.8
24.8
25.2
24.9
24.9
24.9
24.9
25.0
25.0
25.0
25.1
25.1 25.1
25.1
25.12
25.1
25.1
25.2
25.2
25.2
25.2 25.2
25.2
25.2
25.3
25.3
25.4
25.4
25.4
25.4
25.4
25.5
25.5 25.5
25.5
25.6
25.60
25.7
25.70
25.74
TW26.14
26.2
26.4
C1
P T
P T
P T
P T
P T
P T
P T
PT57
PT56
10+00
C3
C2
D
ROOSEVELT BOULEVARD
A
A
A F
A
A
D
S W
A L L O
W R
O A
D
(4)
AF
S W
A L L O
W R
O A
D
4" E. S.
E
S
E.
W
W
4" E. SAN
4"
E.
SA
N
E
S A N
8" E. SAN. F.M.
E
S A N
F .M
1 1/2"
E. SAN. F.M.
1 1/2" E. SAN. F.M.
E
U G
F U
L
IN
E
S W
A L L O
W R
O A
D
E
U G
C O
M M
E. UG. C
OMM.
E
U G
C O
M M
E. UG. COMM.
6" E. WASH W. REUSE
10" E. UG. FUEL (JP5)
10" E. UG. FUEL (JP5)
E
S A N
8" E. SAN.
12" E. SAN.
N 0 10 20 30
1"=10'1"=10'
20" RW
PARTIAL SITE PLAN SOUTH EAST
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
:0
B L
D G
P -5
U -D
P
A .d g n
P A
R T
IA
L S
IT
E P
L A
N S
O U
T H E
A S
T
Y A
R D P
IP
IN
DP106A
3/4" W2
DP301A
F
DP302A
G
DP302A
H
DP302A
J
DP302A
PIPE W/1/4" SHC
2" SHC/CONTAINMENT
6" BWW
1" AHP
M A
T C
H L
IN
E S
E E D
R A
W
IN
G D
P -1
A
MATCHLINE - SEE DRAWING DP-104A
2" W1
3" SPD
2" SPD
24" RW
24" CFI12" MC
6" BWW
CL EL VARIES
3" DR
SEE DRAWING DP402A
ENLARGED PLAN 4,
20" RW
ON DWG CU104B
SEE CONTINUATION
JAS
AS SHOWN
GENERAL SHEET NOTES
1.
PIPING AND STRUCTURE DURING CONSTRUCTION.
PROVIDE TEMPORARY PROTECTION TO EXISTING
ALL EXISTING PIPING PRIOR TO CONSTRUCTION.
CONTRACTOR MUST FIELD VERIFY AND LOCATE
BUILDING
BYPASS FILTER
STRAINERS
PUMP STATION
RAW WATER
WASTE BASIN
BACKWASH
12" FMB
8" FBS
1 1/2" TW1" TWR
12" MC
M E
C H
A N
IC
A L
113 618
12697094
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
N 438 008.25
E 2 631 648.53
N 438 020.98
E 2 631 666.34
N 438 059.15
E 2 631 647.44
N 438 035.95
E 2 631 626.20
N 438 045.95
E 2 631 640.20
N 438 049.11
E 2 631 646.24
N 438 062.55
E 2 631 665.05
N 438 064.56
E 2 631 667.85
N 438 065.53
E 2 631 667.56
N 438 066.88
E 2 631 671.10
N 438 069.47
E 2 631 669.31
CL EL 16.35
CL EL 16.35CL EL 20.18
CL EL 20.18
CL EL 21.91
CL EL 21.96
CL EL 21.86
CL EL 21.69
CL EL 21.58
CL EL 18.09
CL EL 18.08
CL EL 21.91
CL EL 17.86
N 438 067.52
E 2 631 670.35
CL EL 17.86
CL EL 18.13
N 437 993.67
E 2 631 555.84
CL EL 17.85
N 438 074.10
E 2 631 668.35
N 438 050.41
E 2 631 646.43
N 438 052.00
E 2 631 637.44
N 438 054.10
E 2 631 640.38
N 437 977.58
E 2 631 563.90
N 437 971.83
E 2 631 555.85
N 437 949.93
E 2 631 571.50
N 437 949.46
E 2 631 584.64
N 437 949.38
E 2 631 585.11
CL EL 22.50
CL EL 22.50
CL EL 22.77
CL EL 21.92 CL EL 21.92
N 438 063.15
E 2 631 664.24
22.5º BEND
CL EL 17.85
22.5º BEND
CL EL 16.35
DP101A DP102A
DP103A DP104A
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
/6 /2
:5
:4
TF CJB
B L
D G
P -5
U -D
P
A .d g n
Y A
R D P
IP
IN
DP301A
C T
IO
N S
A
SECTION
1"=5'
B
SECTION
1"=5'
C
SECTION
1"=5'
D
SECTION
1"=5'
E
SECTION
1"=5'
CL EL 23.00
2" SPD
DUCTBANK
ELECTRICAL
PIPE W/ 1/4" NA
2" NA/CONTAINMENT
DUCTBANK
ELECTRICAL
CL EL 20.53
20' FW
CL EL 20.53
20' FW
6" 22.5° BEND
PIPE W/ 1/4" SHC
2" CONTAINMENT
2" LL
6"x3" SADDLE
CL EL 23.34
3" W1
CL EL 23.83
2" SPD
CL EL 18.12
20" FW
CL EL 23.83
2" SPD
2" LL
PIPE W/ 1/4" SHC
2" CONTAINMENT
DUCTBANK
ELECTRICAL
2" SPD
CL EL 23.83
2" LL
PIPE W/ 1/4" SHC
2" CONTAINMENT
CL EL 18.02
24" CFI
CL EL 20.50
14" MP
CL EL 20.50
16" DF
CL EL 23.34
2" W1
DUCTBANK
ELECTRICAL
MANHOLE
ELECTRICAL
CL EL 18.02
24" CFI
CL EL 23.83
2" SPARE
CL EL 18.13
12" MC
CL EL 18.13
12" MC
DUCTBANK
ELECTRICAL
CL EL 23.34
2" W1
CL EL 20.50
20" MP
24"x20" RDCR
CL EL 24.00
24" FW
CL EL 22.08
3" SPD
F-500A
DRAWING
A1 ON
FH,
CL EL 22.00
2" W1
CL EL 22.80
2" SPD
CL EL 22.80
3" SPD
JAS
AS SHOWN
LIGHT POLE
D-806A
C1 ON DRAWING
HANDHOLE,
CHEMICAL
D-806A
C1 ON DRAWING
HANDHOLE,
CHEMICAL
CL EL 19.27
6" FW
STORM PIPE
STORM PIPE
STORM PIPE
STORM PIPE
STORM PIPE
CL EL 23.83
PIPE W/ 1/4" SHC
2" CONTAINMENT
CL EL 23.83
3" SPD
2" SPARE LL
2" SPARE LL
CL EL 28.75
16" DMP
CL EL 18.12
20" FW
6" V137
CONDUIT
2" SPARE
CL EL 17.85
24" RW
0 5 10 15
1"=5'
M E
C H
A N
IC
A L
DP103A, DP105A
DP103A, DP105A
DP103A, DP105A
DP103A, DP105A
DP104A, DP106A
2" SPARE CODUIT
6" TEE
CL EL 19.27
6" FW
DUCTBANK
ELECTRICAL
CL EL 19.77
6" FW
114 618
12697095
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
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
/6 /2
:5
:5
B L
D G
P -5
U -D
P
A .d g n
Y A
R D P
IP
IN
DP302A
C T
IO
N S
F
SECTION
1"=5'
G
SECTION
1"=5'
H
SECTION
1"=5'
J
SECTION
1"=5'
DUCTBANK
ELECTRICAL
DUCTBANK
ELECTRICAL
MAHOLES
ELECTRICAL
DUCTBANK
ELECTRICAL
CL EL 16.35
24" RW
CL EL 20.18
6" BWW
CL EL 21.91
6" BWW
CL EL 16.35
24" RW
DUCTBANK
ELECTRICAL
CL EL 22.80
2" SPD
CL EL 22.80
2" SPD
CL EL 18.13
12" MC
CL EL VARIES
1" AHP
CL EL 18.13
12" MC
CL EL 18.02
24" CFI CL EL 18.13
12" MC
CL EL 17.86
6" BWW
LIGHTPOLE
JAS
AS SHOWN
STORM PIPE
STORM PIPE
STORM PIPE
CL EL VARIES
1" AHP
CL EL 19.00
24" RW
STORM PIPE
BLIND FLANGE
TYPE 316 SST
CL EL 21.91
6" BWW-HTI
SECTION
K
1"=5'
DP104A
STORM PIPE
STORM PIPE
CL EL VARIES
1" AHP
DUCTBANK
ELECTRICAL
CL EL 18.13
12" MC
CL EL 17.86
6" BWW
CL EL 17.85
24" RW
CL EL 17.85
24" RW
CL EL 18.13
12" MC
0 5 10 15
1"=5'
M E
C H
A N
IC
A L
DP104, DP106A
DP104, DP106A
DP104, DP106A
DP104, DP106A
115 618
12697096
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
22.2
23.6
WOODS
24.4
24.8
24.9 25.0
P T
N
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
:0
B L
D G
P -5
U -D
P
A .d g n
Y A
R D P
IP
IN
DP401A
L A
R G
E D P
L A
N S
ENLARGED PLAN 1
ENLARGED PLAN 2
ENLARGED PLAN 3
1/4"=1'-0"
1/4"=1'-0"
1/4"=1'-0"
N
N
8" V694
95FW-TNK-1500
TANK
FINISHED WATER
6"
TYP
20" FW
20" FW
N 437 961.48
E 2 631 529.09
N 437 961.40
E 2 631 529.52
CL EL 23.83
CL EL 23.83
2" LL
1/4" SHC
PIPE W/
CONTAINMENT
2" SHC
10" CFI
24" CFI
24" CFI
CL EL 18.30
12" MC
2" SPD
3" SPD
1/4" SHC
PIPE W/
CONTAINMENT
2" SHC
2" W1
2" SPD
2" LL
2" SPARE
PIPE W/ 1/4" SHC
CONTAINMENT
2" SHC
2" W1
PIPE W/ 1/4" NA
CONTAINMENT
2" NA
N 437 932.14
E 2 631 544.01
N 437 931.79
E 2 631 546.12
1/2" TWR
1 1/2" TW
3/4" W2
CL EL 22.77
CL EL 22.77
DP105A
DP105A
DP105A
8" FBS
CL EL 22.88
8" DR
JAS
AS SHOWN
D-804A
DRAWING
A2 ON
8" V504, D-804A
DRAWING
A2 ON
20" V504, CONDUIT
2" SPARE
F-500A
DRAWING
A1 ON
FH,
PIPE W/ 1/4" SHC
CONTAINMENT
2" SHC
CONDUIT
2" SPARE
PIPE W/ 1/4" NA
CONTAINMENT
2" NA
2" SPARE LL
2" LL
2" SPD
1'-1"
2'-0 1/4"
D-806A
C1 ON DRAWING
12" MP
20" DMP
3"x2" RDCR
3" V135
6" V137
N 437 963.05
E 2 631 529.57
N 437 963.50
E 2 631 530.07
N 437 963.85
E 2 631 529.82
2" SPD
3" SPD
CL EL 23.83
CL EL 23.36
CL EL 23.83
2" SPARE LL
D-804A
A2 ON DRAWING
24" V504, GRADE
ABOVE
2" CAP 6"
1" TWR
0 4 8 12
1/4"=1'-0"
M E
C H
A N
IC
A L
1 1/2" TW 3/4" W2
1" TWR 12" FMB
SSH-2
1 1/2" TW
24" CFI8" FBS
6" FW
116 618
12697097
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
N 437 830.32
E 2 631 398.05
N 437 905.28
E 2 631 456.40 N 437 909.72
E 2 631 462.62
N 437 934.72
E 2 631 466.38
N 437 918.57
E 2 631 477.92
N 437 930.71
E 2 631 460.78
N 437 927.25
E 2 631 463.25
CL EL 23.83
CL EL 23.83
CL EL 23.83
CL EL 23.83
CL EL 23.83
CL EL 23.50
CL EL 23.83
CL EL 23.83
CL EL 23.83
CL EL 23.83
CL EL 18.12
CL EL 18.12 CL EL 23.34
CL EL 23.34
CL EL 23.34
CL EL 19.27
N 437 911.77
E 2 631 445.58
N 437 906.35
E 2 631 448.85
N 437 906.27
E 2 631 449.29
N 437 905.58
E 2 631 449.17
N 437 911.19
E 2 631 439.12
N 437 905.65
E 2 631 448.73
CL EL 23.83
N 437 903.77
E 2 631 446.97
N 437 903.70
E 2 631 447.40
N 437 903.08
E 2 631 446.86
N 437 903.01
E 2 631 447.29
N 437 901.08
E 2 631 447.68
N 437 901.31
E 2 631 449.35
N 437 971.91
E 2 631 537.87
N 437 964.58
E 2 631 530.85
N 437 953.90
E 2 631 536.12
N 437 954.28
E 2 631 536.66
N 437 963.89
E 2 631 530.74
N 437 962.80
E 2 631 529.76
N 437 970.38
E 2 631 526.71
N 437 969.68
E 2 631 526.59
N 437 949.51
E 2 631 538.02
N 437 955.38
E 2 631 553.55
CL EL 23.83
CL EL 23.83
CL EL 22.80
CL EL 22.80
CL EL 23.36 CL EL 23.83
CL EL 23.83
CL EL 22.63
CL EL 22.50
CL EL 23.83
CL EL 21.88
CL EL 18.02
N 437 946.70
E 2 631 559.75
N 437 947.83
E 2 631 564.32
CL EL 22.63
CL EL 22.50
CL EL 21.84
CL EL 21.66
N 437 943.41
E 2 631 545.34
N 437 943.22
E 2 631 545.08
N 437 928.55
E 2 631 555.97
N 437 928.63
E 2 631 555.51
WOODS
E.
U
G.
E
LE
C.
24.3
24.5
25.1
25.1
25.2
25.3 25.74
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 -D
P
A .d g n
Y A
R D P
IP
IN
DP402A
ENLARGED PLAN 4
1/4"=1'-0"
N
PIPE W/ 1/4" SHC
CONTAINMENT
2" SHC
1 1/2" TW
3" DR
24" MB
24" CFI
1" AHP
N 438 008.25
E 2 631 648.53
CL EL 21.96
24" CFI
3" SPD
2" SPD
PIPE W/ 1/4" SHC
CONTAINMENT
2" SHC
N 438 035.95
E 2 631 626.20
DP106A
3" DR
JAS
AS SHOWN
4" BWW
2" W1
3/4" W2
2" W1
4" DR
8" FBW/FTW
1" TWR
0 4 8 12
1/4"=1'-0"
M E
C H
A N
IC
A L
FLANGE
30" BLIND
CLEANOUT
30" MB
FLANGE
30" BLIND
E N
L A
R G
E D P
L A
N
GRADE
PROPOSED
FLUSH WITH
FLANGE
SET TOP OF
FLANGE
16" BLIND
GRADE
FLUSH WITH PROPOSED
SET TOP OF FLANGE
16" BLIND FLANGE
117 618
12697098
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
N 438 017.67
E 2 631 606.83
N 438 017.60
E 2 631 607.27
N 438 028.78
E 2 631 617.42
N 438 015.03
E 2 631 631.81
N 438 016.47
E 2 631 629.52
N 438 007.78
E 2 631 628.08
N 437 972.13
E 2 631 633.16
N 437 972.84
E 2 631 657.41
N 437 963.34
E 2 631 646.06
N 437 963.26
E 2 631 646.49
N 437 971.11
E 2 631 646.35
N 437 968.04
E 2 631 642.06
N 437 967.62
E 2 631 641.95
N 438 012.99
E 2 631 636.87 N 438 012.98
E 2 631 639.96
CL EL 20.76 CL EL 20.76 CL EL 23.83
CL EL 18.02
CL EL 23.83
CL EL 23.83
CL EL 22.18 CL EL 22.18
CL EL 21.92
CL EL 21.92
CL EL 22.67
CL EL 22.50
CL EL 22.50
CL EL 21.88
CL EL 21.88
CL EL 22.42
CL EL 22.33
CL EL 21.92
CL EL 22.80
N 438 016.07
E 2 631 609.59
N 438 018.55
E 2 631 607.20
N 438 019.25
E 2 631 607.32
CL EL 22.80
CL EL 22.80
CL EL 23.83
CL EL 23.83
CL EL 22.80
CL EL 22.00
N 437 996.33
E 2 631 625.46
CL EL 20.76
N 437 962.99
E 2 631 649.30
N 438 006.28
E 2 631 630.36
N 438 001.96
E 2 631 621.44
N 438 005.55
E 2 631 618.88
N 438 014.98
E 2 631 609.75
N 438 011.37
E 2 631 607.74
N 438 002.89
E 2 631 613.80
CL EL 21.92
N 437 989.98
E 2 631 626.37
N 437 989.52
E 2 631 626.30
CL EL 21.92
CL EL 21.92
UPPER CL EL 22.50
LOWER CL EL 21.92
N 437 970.88
E 2 631 646.51
N 437 967.09
E 2 631 655.04
N 437 969.68
E 2 631 655.47
| MECHANICAL YARD PIPING |
| PLANS |
| DP100A - OVERALL SITE PLAN |
| DP101A - PARTIAL SITE PLAN NORTH WEST |
| DP102A - PARTIAL SITE PLAN NORTH EAST |
| DP103A - PARTIAL SITE PLAN CENTRAL WEST |
| DP104A - PARTIAL SITE PLAN CENTRAL EAST |
| DP105A - PARTIAL SITE PLAN SOUTH WEST |
| DP106A - PARTIAL SITE PLAN SOUTH EAST |
| SECTIONS |
| DP301A - SECTIONS |
| DP302A - SECTIONS |
| ENLARGED PLANS |
| DP401A - ENLARGED PLANS |
| DP402A - ENLARGED PLAN |
| 2015-05-12T16:39:23-0400 | |
| Jarrett A. Selig |
| 2015-05-12T16:41:40-0400 | |
| Jarrett A. Selig |
| 2015-05-12T16:43:38-0400 | |
| Jarrett A. Selig |
| 2015-05-12T16:45:38-0400 | |
| Jarrett A. Selig |
| 2015-05-12T16:48:32-0400 | |
| Jarrett A. Selig |
| 2015-05-12T16:50:24-0400 | |
| Jarrett A. Selig |
| 2015-05-12T16:52:25-0400 | |
| Jarrett A. Selig |
| 2015-05-12T16:54:23-0400 | |
| Jarrett A. Selig |
| 2015-05-12T16:56:26-0400 | |
| Jarrett A. Selig |
| 2015-05-12T16:59:20-0400 | |
| Jarrett A. Selig |
| 2015-05-12T17:02:36-0400 | |
| Jarrett A. Selig |
File details come from the government source that posted it. Updated .