796455_P1043_FinalDrawings_Vol_16.pdf
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- Solicitation number
- N4008521R0052
About this file
This federal contract opportunity solicitation is for the design and construction of a new 8 million gallons per day water treatment plant at Marine Corps Base Camp Lejeune in North Carolina. The solicitation was issued by the Naval Facilities Engineering Command and seeks to replace an existing water treatment plant with a new facility utilizing membrane filtration technology. This technology will enable compliance with current and future drinking water regulations and address potential saltwater intrusion issues. The successful bidder will be responsible for providing a reliable and environmentally-compliant supply of potable water to meet the domestic, industrial, and fire protection needs of the base. The solicitation number is N40085-21-R-0052 and the project is identified as P1043 Water Treatment Plant Replacement.
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796455
License Number F-0699 Tel: 919-875-4311
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
AFRK PR
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GENERAL SHEET NOTES
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FOUNDATION PLAN
A1
S-381
A1
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C1
S-381 S-381
C1
71'-0"
8'-0" 1'-6"
45'-0" 1'-6"
12'-0" 1'-8" 1'-6" 2'-0"1'-6"
4'-0"11"
14 EQL SP RISERS
13 TREADS @ 11" = 11'-11"
4'-0" 11"
14 EQL SP RISERS
13 TREADS @ 11" = 11'-11"
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PIER AND RIGID INCLUSION GROUND IMPROVEMENTS.
ENGINEER PER SPECIFICATION 31 63 35 AGGREGATE
3. GROUND IMPROVEMENT SHALL BE BY SPECIALTY
C1/S-804, AND C3/S-804.
LIMITS OF FOUNDATION PER A4/S-803,
AREA EXTENDING MINIMUM 5'-0" BEYOND
2. ENCASE PIPES BELOW FOUNDATION AND
DRAWINGS G-008 THROUGH G-012.
1. FOR GENERAL STRUCTURAL NOTES, SEE
B3 B4
T.O. LANDING EL 37.5320.
WALL CJ D3/S-80219.
AND BELOW OPNG TYP AT SIX EXTERIOR INTERSECTIONS
WHERE INTERRUPTED BY OPNG LOCATE MIN 4- #6 EF ABOVE
ADD #6@8" I.F. TOP 4'-0" OF WALL FOR NET 4" SPACING18.
CONC PIPE SUPPORT TYPE "A" A1/S-807 TYP OF 217.
SST LADDER A4/S-81316.
FRCF15.
TYP AT FOUR EXTERIOR CORNERS
ADD #6@8" EF TOP 4'-0" OF WALL FOR A NET 4" SPACING14.
TOC EL 29.2513.
CONC EQPT PAD TYPE "H" A1/S-80512.
CONC PIPE SUPPORT TYPE "B" A1/S-807 TYP OF 311.
TOC EL 29.1010.
PRE-SLOPED HDPE CAST IN PLACE TRENCH WITH SST COVER9.
T.O. GROUT LPT 27.508.
T.O. GROUT HPT 28.007.
4'-0" x 4'-0" CONC EQPT PAD A1/S-805 TYPE "G" 6.
CANTILEVER STAIR LANDING A4/S-806 5.
W/ TYPE "D" ANCHORAGE
AL STAIRS A1/S-814 AND AL RAILING A1/S-8154.
T.O. LANDING EL 29.633.
T.O. LANDING EL 37.262.
TOC EL 27.501.
EJA
NJB
JGG / RSF
STATE OF
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71'-0"
1'-6" 6'-6"4'-0"44'-0"4'-0"9'-6"
1'-6"
4'-0"11'-0"
8'-0"5'-6"
4'-0" 11"11"
15 EQL SP RISERS
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SST BENT PLATE 3" HIGH C5/S-80811.
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CANTILEVER STAIR LANDING A4/S-8069.
INTEGRAL WITH RAILING
SELF CLOSING GATE WITH LOCKING MECHANISM8.
SST LADDER A4/S-8137.
CONC EQPT PAD A1/S-805 TYPE "C"6.
AL RAILING A1/S-815 W/ TYPE "A" ANCHORAGE5.
CANTILEVER STAIR LANDING A4/S-8064.
W/ TYPE "D" ANCHORAGE
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T.O. LANDING EL 37.252.
TOC EL 46.001.
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1. FOR GENERAL STRUCTURAL NOTES, SEE
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SHEET KEYNOTES
GENERAL SHEET NOTES
N
SCALE 1/2"=1'-0"
TOP PLAN
0 2' 4'1'
0 2' 4'1'
A1
SECTION
SCALE 3/8"=1'-0"S-183
4'0 2' 8'
A1
S-183
A1
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SEE FOUNDATION PLAN
TOC EL
5'-0
R
9"
1'-6
6'-0"
1'-4"1'-9"
7'-0"
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528 704
12772163
CALCULATIONS, HANDLING, AND ERECTION.
PRESSURES AND TRANSPORTATION, BUOYANCY
LOADING CONDITIONS INCLUDING LIVE LOADS, EARTH
CAST-IN-PLACE CONCRETE MEMBERS FOR ALL
AND DESIGN STRESSES IN PRECAST AND
CALCULATIONS SHALL INCLUDE PROPOSED DETAILS
ITEMS CAST INTO MEMBERS.
ANCHORS, LIFTING, ERECTION INSERTS, AND OTHER
CONSTRUCTION, REINFORCING AND JOINTS,
SHOP DRAWINGS SHALL INCLUDE DETAILS OF
STATE OF NORTH CAROLINA.
AND SEALED BY ENGINEER REGISTERED IN THE
SUBMIT CALCULATIONS AND SHOP DRAWINGS SIGNED
METHODS.
OF PENETRATIONS AND SPECIFIED PIPE SEALING
CALLED OUT ARE MINIMUMS. COORDINATE LOCATION
SLAB DIMENSIONS, THICKNESSES, AND REINFORCING
CONCRETE BASE SLAB, RISER SECTIONS, ELEVATED
SLOPED AS SHOWN.
BASE SLAB. ELEVATED CONCRETE SLAB SHALL BE
MANHOLE SHALL BE CAST INTEGRAL WITH CONCRETE
FOR JOINT CONNECTIONS. FIRST SECTION OF
BELL AND SPIGOT WITH ASTM C443 RUBBER GASKETS
BARS. MANHOLE RISER SECTION JOINTS SHALL BE
MINUS 2 PERCENT. ASTM A615/A615M REINFORCING
DAYS AND AIR ENTRAINMENT OF 6 PERCENT, PLUS OR
MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28
AND CAST-IN-PLACE CONCRETE ELEMENTS WITH
ACCORDANCE WITH ASTM C478. PROVIDE PRECAST
CONSTRUCT PRECAST CONCRETE STRUCTURE IN 3.
LIVE LOAD = 300 PSF AND LOADING FROM JIB CRANE .
ELEVATED CONCRETE SLAB SHALL BE DESIGNED FOR 2.
G-008 THROUGH G-012.
FOR GENERAL STRUCTURAL NOTES, SEE DRAWINGS 1.
CHEMICAL RESISTING COATING TYP16.
SEE SHEET NOTE 3
CAST-IN-PLACE CONCRETE BASE BY PRECAST MANUFACTURER 15.
ELECTRICAL
CONC EQPT PAD TYPE "G" A1/S-805 COORDINATE LOCATION W/ 14.
WITH PUMP OPERATION AND INSTALLATION REQUIREMENTS.
1'-4" FRCF INFILL AROUND INSIDE PERIMETER. COORDINATE 13.
TOC LPT EL 28.90 TYP AROUND PERIMETER OF TOP SLAB12.
TOC HPT EL 28.9011.
TOC LPT EL 28.8710.
TOC HPT EL 28.94 TYP AROUND PERIMETER OF HATCH9.
SHEET NOTE 2 AND NOTE 3
PRECAST CONC TOP SLAB BY PRECAST MANUFACTURER SEE 8.
#6@8" EW T&B7.
MANUFACTURER SEE SHEET NOTE 3
PRECAST CONC RISER SECTIONS BY PRECAST 6.
CONC EQPT PAD TYPE "G" A1/S-8055.
RATED FOR 300 PSF
AL SIDEWALK DOOR W/ 3'-0" x 5'-0" CLEAR OPENING4.
1/2" PJF3.
TOC EL 28.872.
TOC EL 13.901.
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4'0 2' 8'
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TOC EL SEE
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TOC EL SEE
TOC EL 42.70
TOC EL 42.70
TOC EL 41.00
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#6x7'-6"@6" CTRD ON TRENCH11.
#5@12" EF10.
#5@8" T&B9.
SLAB CONST JT B2/S-8018.
#6@6" EF TYP7.
LAP TYP6.
#5@8" EW T&B5.
SEE S-181 FOR ADDITIONAL INFORMATION
#6@8" EW EF TYP W/ #6@6" CORNER BARS4.
#6@6" EW T&B3.
C3/S-803 AND D4/S-802 TYP
WALL BASE CJ W/ WATERSTOP2.
4'-6" WALL DWL TYP1.
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1. FOR GENERAL STRUCTURAL NOTES, SEE
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CONCENTRATE CLARIFIER
SEE SHEET D-181 AND D-182 FOR
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SEE SHEET D-183 FOR
UPPER AND LOWER PLANS
CONCENTRATE CLARIFIER BUILDING
SEE SHEET D-191 AND D-192 FOR
KEY PLAN
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D-382
D-382
D-383
D-384
N
C O
N C
E N
T R
A T
E C
L A
R
IF
IE
R
L O
W E
R P
L A
N
0 4' 8'2'
4" CO
6" D
R
6" D
R
6" DR 6" DR 6" DR
D R
4" CW 4" CW
6" D R
6" DR 6" DR4" CO
D R
4" CW 4" CW
6" DR
12" CDW
B W
W
B W
W
M C
C D
W
AS NOTED
B1
B1
B1
B1
D-384
A1
A1
B1
B1
6" D R
C D
W
6" D R
4" C W
6" FD
6" FD6" FD
6" FD
TRENCH DRAIN
CAST-IN-PLACE
6" DR FROM HDPE
TRENCH DRAIN
CAST-IN-PLACE
6" DR FROM HDPE
CENTER DIVIDING WALL
CL OF STRUCTURE
GENERAL SHEET NOTES
OUTSIDE WALL FACE
O U
T S
ID
E W
A L L F
A C
E
O U
T S
ID
E W
A L L F
A C
E
IN
S
ID
E W
A L L F
A C
E
IN
S
ID
E W
A L L F
A C
E
IN
S
ID
E W
A L L F
A C
E
IN
S
ID
E W
A L L F
A C
E
IN
S
ID
E W
A L L F
A C
E
IN
S
ID
E W
A L L F
A C
E
INSIDE WALL FACE
INSIDE WALL FACE
INSIDE WALL FACE
INSIDE WALL FACE
BOP 24.93
PUMP SKID
SIDE STREAM
CLARIFIER INLET
6" CDW FROM
BOP 22.88
PUMP STATION
CLARIFIER WASTE
6" DR TO
BOP 23.96
PUMP STATION
CLARIFIER WASTE
4" CW TO
1, 2, & 3 BOP 23.80
WASTE PUMPS
BACKWASH
8" BWW FROM
BOP 24.94
PUMP STATION
CLARIFIER WASTE
4" CW TO
BOP 22.19
1, 2, 3, & 4
TRAINS
MEMBRANE
10" MC FROM
BOP 23.88
PUMP STATION
CLARIFIER WASTE
6" DR TO
A2
D-804SIM
TYP
TYP OF 4
6"-V405A2
D-804SIM
TYP
BOP 23.88, TYP OF 3
BOP 22.88
BOP 24.00
DECANT PUMPS
TO CLARIFIER
12" CDW FEED
BOP 22.88, TYP OF 3
BOP 23.95
SWALE
DRAINAGE
EAST SITE
12" OF TO
BOP 24.00
SEE NOTE 1
ENCASEMENT
LIMITS OF CONCRETE
CLARIFIER 2
CLARIFIER 1
80CDW-CLR73002
80CDW-CLR73001
SEE NOTE 3
SEE NOTE 3
SEE NOTE 1
ENCASEMENT
LIMITS OF CONCRETE
1" SA
1/2" SA
1/2" SA
BOP 26.43
TO LAB
1" SA
BOP 23.88
& SHOWER 2 BOP 26.05
3/4" RTW TO EMGR EW/
SHOWER 2 BOP 26.05
1 1/2" TW TO EMGR EW/
BOP 26.05
SHOWER 1
EMGR EW/ AND
3/4" RTW FROM
BOP 26.05
SHOWER 1
EMGR EW/
1 1/2" TW TO
BOP 25.88
INJECTION POINT
CARRIER TUBE TO
PIPE WITH 1/4" SHC
2" SHC CONTAINMENT
/2
OUTSIDE WALL FACE
REF-POSITION SET IN CLAR BLDG SEE DWG D-191
18'-0"
WALL FACE
OUTSIDE
BOP 26.05
HEATER
FROM WATER
1 1/2" TW
BOP 26.50
CLARIFIER BLDG
CONCENTRATE
TO PANEL IN
TWO 1/2" SA
APPROX CL OF SMALL PIPE GROUP
8'-2"O U
T S
ID
E W
A L L F
A C
E
TYP OF 4
6"-V405
PER SPECIFICATION SECTION 400513 PARAGRAPH 3.7
PROVIDE FLEXIBLE JOINTS AT CONCRETE STRUCTURES4.
7 FOOT VERTICAL CLEARANCE FOR VALVES.
COORDINATE STAIR LANDING LOCATIONS TO ENSURE3.
SEE YARD PIPING DRAWINGS FOR CONTINUATION.2.
V405 VALVES ADJACENT TO THE STRUCTURE.
REQUIREMENT. DO NOT ENCASE THE EIGHT TYPE
STRUCTURAL DRAWINGS FOR ENCASEMENT
ALL PIPES BELOW SLAB SHALL BE ENCASED. SEE 1.
A2
D-385
A2
D-385 D-383
531 704
12772166
EJA
ANOISSEF
O R
P
R E
ENIGNE
040068
SEAL
A
NI
LORAC HT
R
O N
GI
L
ES .A TTE
R
R
3'-0" 6'-0"
TYP
4'-1"
7'-6"
TYP
1'-3 1/2 " 4'-9"
6'-10"
4'-2 1/4 "
N A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
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
S
T E
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: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T 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
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
D-182
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
-D -1
.d
O C
E S
S M
E C
H A
N
IC
A L
SCALE: 1/4"=1'-0"
UPPER PLAN
N
U P
P E
R P
L A
N
C O
N C
E N
T R
A T
E C
L A
R
IF
IE
R
0 4' 8'2'
D-384
D-384
D-381
D-381
D-382
D-382
D-383
D-383
6" FD
6" FD
6" FD
6" FD
M C
M C
10" MC
6" BWW
6" BWW
4" CO
4" CO
80MC-FV
73000
80MC-FV
73001
80MC-FV
73002
80BWW-FV
72001
80BWW-FV
72002
AS NOTED
B1
B1
B1
B1
A1
A1
B1
B1
O F
O F
SWALE
DRAINAGE
EAST SITE
12" OF TO
TROUGH
COLLECTION
EFFLUENT
80CDW-CLR73001
80CDW-CLR73002
DRIVE MECHANISIM 2
SLUDGE COLLECTOR
DRIVE MECHANISIM 1
SLUDGE COLLECTOR
10" MC
C D
W
73020
80LE
73020
80LIT
73010
80LE
73010
80LIT
BASIN FLOOR
TYP EA SETTLING
TRENCH & COVER
CAST-IN PLACE
PRE-SLOPED HDPE
DECANT PUMPS
TO CLARIFIER
12" CDW FEED
CLARIFIER 2
80CDW-CLR73002
CLARIFIER 1
80CDW-CLR73001
SIM
TYP A2
D-804
1/2" INJECTION QUILL
CARRIER TUBE TO
PIPE WITH 1/4" SBS
2" SBS CONTAINMENT
C1
D-805
C1
D-803
TYP
C1
D-803
1'-6"
A2
D-807
A2
D-807
/2
W
1 1/2" W2
1 1/2" W2
80AE
73026
ORP
80AIT
73026
ORP
80AE
73016
ORP
80AIT
73016
ORP
RACK/REEL
DOWN HOSE
1 1/2" WASH-
MECHANISIM
COLLECTOR
SLUDGE
80AE
73021
ORP
80AIT
73011
ORP
80AIT
73021
ORP
80AE
73011
ORP
A2
D-804 SIM
TYP
SIM
TYP A2
D-804
MECHANISIM
COLLECTOR
SLUDGE
RACK/REEL
DOWN HOSE
1 1/2" WASH-
TYP
1'-2 1/4 "
10" DMJ
10" DMJ
VALVE BOX
BURIED VALVE
VALVE BOX
BURIED VALVE
C1
D-803
A2
D-800
TYP
TYP
C4
D-800
TYP
C2
D-807
TYP
80ECP731
80ECP732
INJECTION POINT
CARRIER TUBE TO
PIPE WITH 1/4" SHC
2" SHC CONTAINMENT
6"-V512
C L E
L
.5
C L E
L
.5
44.50
CL EL
STRUCTURE
CL OF
29.50
CL EL
MOUNTED
PANEL FLR
LOCAL CONTROL
TO LAB
1" SA & 1"-V306
10" DMJ
1/2" SA
29.50
CL EL
29.50
CL EL
TROUGH, TYP
EFFLUENT
SIDE MOUNTED
TROUGH
COLLECTION
EFFLUENT
/2
W
C1
D-805
A1
D-805
2 LOCATIONS
CLARIFIER BLDG TYP OF
PANEL IN CONCENTRATE
1/2" SA W/ V306 TO
10" BELLOW
SHOWER 1
EYEWASH/
EMERGENCY
80FW-SSH81021
80FW-SSH81020
SHOWER 2
EYEWASH/
EMERGENCY
MOUNTED
PANEL FLR
LOCAL CONTROL
12"-V500
SETTLING BASIN
TYP OF 3 EACH
SETTLER PACKS
INCLINED PLATE
D-385
D-385
A2
A2
532 704
12772167
5'-0"
12"-V500
ANOISSEF
O R
P
R E
ENIGNE
040068
SEAL
A
NI
LORAC HT
R
O N
GI
L
ES .A TTE
R
R
.25
.5
.5
/2
6'-3 1/4 "
T Y P
4' -2 /2
N A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
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
S
T E
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: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T 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
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
D-183
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
-D -1
.d
O C
E S
S M
E C
H A
N
IC
A L
SCALE: 3/8"=1'-0"
LOWER PLAN
SCALE: 3/8"=1'-0"
UPPER PLAN
D-183
D-183
D-183
D-183
N
P L
A N
S A
N D S
E C
T
IO
N S
4'0 2' 8'
4'0 2' 8'
D-183 C3
SECTION
SCALE: 3/8"=1'-0" 4'0 2' 8'
D-183 A3
SECTION
SCALE: 3/8"=1'-0" 4'0 2' 8'
80CW-PMP74001
80CW-PMP74002
PUMP 2
CLARIFIER WASTE
80CW-PMP74001
TYP
COLUMN
6" PUMP
C W
RDCR
6"x4" ECC
80CW-ARV74001
80CW-ARV7400180CW-ARV74002
80CW-ARV74003
C W
80CW-ARV74003
80CW-ARV74001
80CW-ARV74002
AS NOTED
W A
S T
E P
U M
P S
T A
T
IO
N
C3
C3
A3
A3
80CW-FE
74000
80FIT
74000
80CW-FE
74000
PUMP 1
CLARIFIER WASTE
PUMP 1
CLARIFIER WASTE
AT OPENING
INSECT SCREEN
316 SST MESH 20
6" V INSTALL TYPE
RAILS
PUMP GUIDE
2"-V306
1" V, TYP
EL 13.90
EL 28.90
EL 28.90
EL 13.90
SIDE BOP 22.88
CLARIFIER NORTH
CONCENTRATE
6" DR FROM
BOP 24.94
NORTH SIDE
SLUDGE COLLECTOR
4" CW FROM
BOP 23.96
SOUTH SIDE
COLLECTOR
SLUDGE
4" CW FROM
RM BOP 25.86
DECANT PUMPS
CLARIFIER
6" CDW FROM
BOP 26.47
SUMP PUMPS
SULFURIC ACID
FLUORIDE AND
2" SPD FROM
BOP 26.47
SUMP PUMPS
SODIUM HYDROXIDE
HYPOCHLORITE AND
2" SPD FROM SODIUM
BOP 20.87
LIFT STATION
8" CW TO EXST
BOP 23.96
SOUTH SIDE
COLLECTOR
SLUDGE
4" CW FROM
BOP 24.94
NORTH SIDE
COLLECTOR
SLUDGE
4" CW FROM
BOP 22.88
NORTH SIDE
CLARIFIER
CONCENTRATE
6" DR FROM
30.55
CL EL
6" CW
C1
D-802
TYP
A2
D-803
TYP
C1
D-802
TYP
C1
D-802
TYP
N
/4
TYP
6"-V608
TYP
6"-V405
6" DMJ, TYP
8"-V405
A2
D-800
TYP
8" DMJ
74000
80LE
74000
80LSLL
74000
80LSL
74000
80LSH
74000
80LSHH
SUMP PUMPS BOP 26.47
SODIUM HYDROXIDE
HYPOCHLORITE AND
2" SPD FROM SODIUM
BOP 20.87
STATION
EXST LIFT
8" CW TO
BOP 22.88
SOUTH SIDE
CLARIFIER
CONCENTRATE
6" DR FROM
BOP 25.86
PUMPS RM
DECANT
CLARIFIER
6" CDW FROM
BOP 22.88
NORTH SIDE
CLARIFIER
CONCENTRATE
6" DR FROM
BOP 22.88
SOUTH SIDE
CLARIFIER
CONCENTRATE
6" DR FROM
BOP 24.94
NORTH SIDE
COLLECTOR
SLUDGE
4" CW FROM
CL EL 30.55
80CW-PMP74002
PUMP 2
CLARIFIER WASTE
BOP 23.96
SOUTH SIDE
COLLECTOR
SLUDGE
4" CW FROM
RAILS, TYP
PUMP GUIDE
PUMP 1
CLARIFIER WASTE
80CW-PMP74001
1" V
C1
D-802
C1
D-800
A2
D-800
TYP
A2
D-803
6" DMJ, TYP
C1
D-802 A2
D-803
TYP
6"-V405
6"-V608
6" DMJ
A2
D-800
80FIT
74000 8"-V405
30.55
CL EL
8" DMJ
TYP
6" V
6" V A2
D-803
74000
80LE
BOP 23.09
FROM MH10
8" SSWR
BOP 23.09
FROM MH10
8" SSWR
533 704
12772168
GENERAL SHEET NOTES
SEE NOTE 1
DAVIT CRANE
SEE NOTE 1
DAVIT CRANE
SEE YARD PIPING DRAWINGS FOR CONTINUATION.2.
SEALED CONCRETE ANCHORAGE CALCULATIONS.
OF REMOVING THE PUMPS. SUBMIT SIGNED AND
ANCHORS. THE CRANE SHALL BE CAPABLECONCRETE
BASE SHALL BE SECURED WITH SST ADHESIVE TYPE
PROVIDE DAVIT CRANE AND CRANE BASES. CRANE1.
ANOISSEF
O R
P
R E
ENIGNE
040068
SEAL
A
NI
LORAC HT
R
O N
GI
L
ES .A TTE
R
R
3'-1 1/2 "
3'-1 1/2 "
N A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
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
S
T E
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: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T 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
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
D-381
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
-D -3
.d
O C
E S
S M
E C
H A
N
IC
A L
S E
C T
IO
N
B1
SECTION
SCALE: 3/8"=1'-0" 4'0 2' 8'
C O
N C
E N
T R
A T
E C
L A
R
IF
IE
R
M C
M C
10" MC 10" MC
B W
W
B W
W
6" BWW 6" BWW
6" CDW
C D
W
80BWW-FV
72002
80MC-FV
73000
80MC-FV
73001
80BWW-FV
72001
6" BWW
80MC-FV
73002
AS NOTED
D-182
D-181
1 1/2" TW
4'-6"7'-0"10'-9"10'-9"7'-0"4'-6"
7'-6 1/4 "7'-6 1/4 "
6"-V405
BOP 22.88
PUMP STATION
CLARIFIER WASTE
6" DR TO
BOP 24.94
PUMP STATION
CLARIFIER WASTE
4" CW TO
BOP 24.93
PUMP SKID
SIDE STREAM
CLARIFIER INLET
6" CDW FROM
BOP 24.94
PUMP STATION
CLARIFIER WASTE
4" CW TO
BOP 23.88
PUMP STATION
CLARIFIER WASTE
6" DR TO
BOP 23.80
1, 2, & 3
WASTE PUMPS
BACKWASH
8" BWW FROM
48.00
CL EL
42.75
CL EL
48.00
CL EL
CL STRUCTURE
O U
T S
ID
E W
A L L F
A C
E
O U
T S
ID
E W
A L L F
A C
E BOP 23.88BOP 23.88
30.23
CL EL
42.75
CL EL
30.23
CL EL30.30
CL EL
30.30
CL EL
C4
D-800
TYP
C4
D-800
TYP
EL 46.00
EL 27.50
C2
D-800
C2
D-800
6"-V512
TYP
A2
D-804 BOX
BURIED VALVE
SIM
A2
D-804
SIM
31.44
CL EL
10" DMJ, TYP
GENERAL SHEET NOTES
BOX
BURIED VALVE
TYP
SHOWER
EYEWASH/
EMERGENCY
80FW-SSH81020
3/4" RTW
1 1/2" TW BOP 26.051/2" SA
BOP 26.43
1" SA TO LAB
BOP 26.05
3/4" RTW
1 1/2" TW &
6"-V405
BOP 25.88
INJECTION POINT
CARRIER TUBE TO
PIPE WITH 1/4" SHC
2" SHC CONTAINMENT
PER SPECIFICATION SECTION 400513 PARAGRAPH 3.7
PROVIDE FLEXIBLE JOINTS AT CONCRETE STRUCTURES3.
SEE YARD PIPING DRAWINGS FOR CONTINUATION.2.
V405 VALVES ADJACENT TO THE STRUCTURE.
REQUIREMENT. DO NOT ENCASE THE EIGHT TYPE
STRUCTURAL DRAWINGS FOR ENCASEMENT
ALL PIPES BELOW SLAB SHALL BE ENCASED. SEE 1.
BOP 26.05
3/4" RTW
534 704
12772169
ANOISSEF
O R
P
R E
ENIGNE
040068
SEAL
A
NI
LORAC HT
R
O N
GI
L
ES .A TTE
R
R
3'-1 1/2 " 3'-1 1/2 "
3'-0" 1'-10" 10'-11"2'-6"
N A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
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
S
T E
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: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T 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
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
D-382
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
-D -3
.d
O C
E S
S M
E C
H A
N
IC
A L
S E
C T
IO
N
A1
SECTION
SCALE: 3/8"=1'-0" 4'0 2' 8'
C O
N C
E N
T R
A T
E C
L A
R
IF
IE
R
6" DR
4" CW4" CW
6" DR
80CW-FV
73003
80CW-FV
73002
DRIVE CABLES
CABLE-VAC
DRIVE CABLES
CABLE-VAC
AS NOTED
D-182
D-181
3'-4"
/2
W
80ECP731
MOUNTED
PANEL FLOOR
LOCAL CONTROL
80ECP732
80CDW-CLR7300180CDW-CLR73002
CLARIFIER 2 CLARIFIER 1
/2
W
C1
D-801
SPRT
PIPE
6"-V405
7'-6 1/4 "
BOP 24.94
PUMP STATION
CLARIFIER WASTE
4" CW TO
STATION BOP 23.88
WASTE PUMP
6" DR TO CLARIFIER
SIM 30.09
CL EL
7'-6 1/4 "
6"-V405
BOP 24.94
PUMP STATION
CLARIFIER WASTE
4" CW TO
10'-0" 10'-0"
STATION BOP 22.88
WASTE PUMP
6" DR TO CLARIFIER
VALVE BOX, TYP
BURIED VALVE A2
D-804
SIM
4" BELLOWS
30.09
CL EL
4" DMJ
C1
D-803
C1
D-803
A2
D-803
A2
D-803
EL 46.00
EL 27.50
PULLEY
DOUBLE CABLE
DRIVE MECHANISIM
REEL-TO-REEL
CABLE-VAC
PULLEY
DOUBLE CABLE
DRIVE MECHANISIM
REEL-TO-REEL
CABLE-VAC
DRAIN
TO TRENCH
VARIES SLOPE
FLOOR EL
C2
D-807
MECHANISIM
CABLE-VAC
SLUDGE FROM
SPRT
PIPE
C2
D-807
MECHANISIM
CABLE-VAC
SLUDGE FROM
SPRT
PIPE
TYP
HANDRAIL
ATTACH TO
4" DMJ
4" BELLOWS
A2
D-804 VALVE BOX, TYP
BURIED VALVE
BOP 26.05
1 1/2" TW
BOP 26.05
3/4" RTW
BOP 25.72
1 1/2" W2
1 1/2"-V236
A2
D-807 HOSE RACK/REEL
1 1/2" WASHDOWN
MECHANISIM 2
TO-REEL DRIVE
COLLECTOR REEL-
CABLE-VAC SLUDGE
80CDW-CLR73002
MOUNTED
PANEL FLOOR
LOCAL CONTROL
DRIVE MECHANISIM 1
REEL-TO-REEL
COLLECTOR
CABLE-VAC SLUDGE
80CDW-CLR73001
MOUNTED
PANEL FLOOR
LOCAL INSTRUMENT
80AIT
73011
ORP
C1
DI-805
80AIT
73021
ORP
MOUNTED
PANEL FLOOR
LOCAL INSTRUMENTC1
DI-805
GENERAL SHEET NOTES
PER SPECIFICATION SECTION 400513 PARAGRAPH 3.7
PROVIDE FLEXIBLE JOINTS AT CONCRETE STRUCTURES3.
SEE YARD PIPING DRAWINGS FOR CONTINUATION.2.
V405 VALVES ADJACENT TO THE STRUCTURE.
REQUIREMENT. DO NOT ENCASE THE EIGHT TYPE
STRUCTURAL DRAWINGS FOR ENCASEMENT
ALL PIPES BELOW SLAB SHALL BE ENCASED. SEE 1.
535 704
12772170
ANOISSEF
O R
P
R E
ENIGNE
040068
SEAL
A
NI
LORAC HT
R
O N
GI
L
ES .A TTE
R
R
7'-6 1/4 "
A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
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
S
T E
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: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T 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
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
D-383
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
-D -3
.d
O C
E S
S M
E C
H A
N
IC
A L
S E
C T
IO
N
B1
SECTION
SCALE: 3/8"=1'-0" 4'0 2' 8'
C O
N C
E N
T R
A T
E C
L A
R
IF
IE
R
O F
6" DR
6" DR
4" CO 4" CO
VALVE BOX
BURIED VALVE
AS NOTED
D-182
D-181
C D
W
C D
W 73010
80LE
73020
80LE
73020
80LIT
73010
80LIT
44.50
CL EL
EL 46.00
EL 42.00
3'-4"
HOSE RACK/REEL
1 1/2" WASHDOWN
2'-0"2'-0"
7'-6 1/4 " 10'-0" 10'-0" 9'-2 1/2 "
EL 46.00
BOP 24.00
DECANT PUMPS
TO CLARIFIER
12" CDW FEED
6"-V405
6"-V405 STATION BOP 22.88
WASTE PUMP
6" DR TO CLARIFIER
STATION BOP 23.88
WASTE PUMP
6" DR TO CLARIFIER
SIM
A2
D-804
A2
D-803
A2
D-803
A2
D-804
SIM
80CDW-CLR73001
CLARIFIER 1
80CDW-CLR73002
CLARIFIER 2
A2
D-807
C1
D-801
/2
W
/2
W
TROUGH
COLLECTION
EFFLUENT
DETAIL, TYP
STRUCTURAL FOR
PENETRATION SEE
TROUGH AND WALL
MOUNTED EFFLUENT
SETTLER SIDE
INCLINED PLATE
1 1/2"-V236
SPRT
PIPE
VALVE BOX
BURIED VALVE
29.67
CL EL
29.67
CL EL
30.50
CL EL
A2
D-803
TROUGH
COLLECTION
EFFLUENTA2
D-803
C1
D-803
C1
D-800
C1
D-800
C2
D-800
EL 27.50 EL 27.50
C4
D-800
C4
D-800
TYP
HANDRAIL
ATTACH TO
1 1/2" W2
BOP 26.05
3/4" RTW
BOP 26.05
1 1/2" TW
BOP 25.72
1 1/2" W2
GENERAL SHEET NOTES
PER SPECIFICATION SECTION 400513 PARAGRAPH 3.7
PROVIDE FLEXIBLE JOINTS AT CONCRETE STRUCTURES3.
SEE YARD PIPING DRAWINGS FOR CONTINUATION.2.
V405 VALVES ADJACENT TO THE STRUCTURE.
REQUIREMENT. DO NOT ENCASE THE EIGHT TYPE
STRUCTURAL DRAWINGS FOR ENCASEMENT
ALL PIPES BELOW SLAB SHALL BE ENCASED. SEE 1.
A1
DI-805
536 704
12772171
ANOISSEF
O R
P
R E
ENIGNE
040068
SEAL
A
NI
LORAC HT
R
O N
GI
L
ES .A TTE
R
R
4'-1"
A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
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
S
T E
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: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T 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
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
D-384
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
-D -3
.d
O C
E S
S M
E C
H A
N
IC
A L
S E
C T
IO
N
B1
SECTION
SCALE: 3/8"=1'-0" 4'0 2' 8'
C O
N C
E N
T R
A T
E C
L A
R
IF
IE
R
6" DR 6" DR
M C
B W
W 6
C D
W
TROUGH, TYP
EFFLUENT
SIDE MOUNTED
80BWW-FV
72002
M C
80MC-FV
73002
AS NOTED
D-182
D-181
PULLEY
SINGLE END CABLE
DRIVE MECHANISIM
REEL-TO-REEL
CABLE-VAC
80CDW-CLR73002
DRIVE CABLES
CABLE-VAC
BY MANUFACTURER
SUPPORT STRUCTURE
SETTLER PACKS
INCLINED PLATE
COLLECTOR MECHANSIM
CABLE-VAC SLUDGE
DRIVE CABLES
CABLE-VAC
EL 46.32
10" MC
30.50
CL EL
10" MC
BOP 24.92
PUMP SKID
SIDE STREAM
CLARIFIER INLET
6" CDW FROM
42.75
CL EL
6" BWW
CL EL 48.00
30.09
CL EL
BOP 23.88
SLUDGE PIPE
TELESCOPING
4" CW
EL 35.83
EL 27.50
EL 46.00
PULLEY
DOUBLE CABLE
DRIVE MECHANISIM
REEL-TO-REEL
CABLE-VAC
BOP 23.88
6" DR
AND COVER
TRENCH DRAIN
CAST-IN PLACE
PRE-SLOPED HDPE
BOP 22.19
1 1/2"-V236
A2
D-807
A2
D-800 C4
D-800
TYP
C1
D-803
CLARIFIER 2
80CDW-CLR73002
80ECP732
1'-11 1/4 " 4'-0" 4'-6 1/2 "
BOP 23.88
BOP 25.88
INJECTION POINT
CARRIER TUBE TO
PIPE WITH 1/4" SHC
2" SHC CONTAINMENT
TO LAB BOP 26.43
1" SA & 1"-V306
BOP 26.50
CLARIFIER BLDG
IN CONCENTRATE
1/2" SA TO PANEL
/2
W
80MC-FV
73000
A1
D-805
BY MFR
INJECTOR
OXYGEN
SIDE STREAM
A2
D-803
A2
D-803
BY MANUFACTURER
SETTLING BASIN
TYP OF 3 EACH
SETTLER PACKS
INCLINED PLATE
BOP 26.50
CLARIFIER BLDG
IN CONCENTRATE
1/2" SA TO PANEL
SHOWER
EYEWASH/
EMERGENCY
80FW-SSH81020
BOP 26.05
1 1/2" TW
HOSE RACK/REEL
1 1/2" WASHDOWN
MOUNTED
PANEL FLOOR
LOCAL CONTROL
1'-3 1/2 "
80AIT
73021
ORP
MOUNTED
PANEL FLOOR
LOCAL INSTRUMENTC1
DI-805
DRIVE MECHANISIM 2
REEL-TO-REEL
COLLECTOR
CABLE-VAC SLUDGE
GENERAL SHEET NOTES
PER SPECIFICATION SECTION 400513 PARAGRAPH 3.7
PROVIDE FLEXIBLE JOINTS AT CONCRETE STRUCTURES3.
SEE YARD PIPING DRAWINGS FOR CONTINUATION.2.
V405 VALVES ADJACENT TO THE STRUCTURE.
REQUIREMENT. DO NOT ENCASE THE EIGHT TYPE
STRUCTURAL DRAWINGS FOR ENCASEMENT
ALL PIPES BELOW SLAB SHALL BE ENCASED. SEE 1.
F O
R C
O N
T
IN
U A
T
IO
N S
E E D
W G D -3
537 704
12772172
ANOISSEF
O R
P
R E
ENIGNE
040068
SEAL
A
NI
LORAC HT
R
O N
GI
L
ES .A TTE
R
R
5'-0"5'-0"
1'-6"
1'-6"
N A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
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
S
T E
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: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T 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
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
D-385
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
-D -3
.d
O C
E S
S M
E C
H A
N
IC
A L
A2
SECTION
SCALE: 3/8"=1'-0" 4'0 2' 8'
C O
N C
E N
T R
A T
E C
L A
R
IF
IE
R
12" OF
AS NOTED
D-182
D-181
73020
80LIT
73010
80LIT
EL 46.00
BOP 24.00
DECANT PUMPS
TO CLARIFIER
12" CDW FEED
80CDW-CLR73001
CLARIFIER 1
30.50
CL EL
EL 27.50
BOP 26.05
3/4" RTW
BOP 26.05
1 1/2" TW
BOP 25.72
1 1/2" W2
GENERAL SHEET NOTES
PER SPECIFICATION SECTION 400513 PARAGRAPH 3.7
PROVIDE FLEXIBLE JOINTS AT CONCRETE STRUCTURES3.
SEE YARD PIPING DRAWINGS FOR CONTINUATION.2.
V405 VALVES ADJACENT TO THE STRUCTURE.
REQUIREMENT. DO NOT ENCASE THE EIGHT TYPE
STRUCTURAL DRAWINGS FOR ENCASEMENT
ALL PIPES BELOW SLAB SHALL BE ENCASED. SEE 1.
A1
DI-805
12" OF
80CDW-CLR73002
CLARIFIER 2
12" CDW
44.50
CL EL
36.55
CL EL
29.50
CL EL
13'-6"
1 1/2" W280FW-SSH81021
C2
D-807
TYP
PIPE SPRT
SHOWER 2
EYEWASH/
EMERGENCY
1/2" INJECTION QUILL
CARRIER TUBE TO
PIPE WITH 1/4" SBS
2" SBS CONTAINMENT
C1
D-805
12"-V50012"-V500
12" DMJ
12" DMJ
1 1/4"-V330
3/4"-V330
SWALE BOP 23.95
SITE DRAINAGE
12" OF TO EAST
STRUCTURE
CL OF
C1
DI-801 SPRT
PIPE
BOP 26.08
2" SBS
BOP 25.72
1 1/2" W2
BOP 26.05
1 1/2" TW
BOP 26.05
3/4" RTW
B1
SECTION
SCALE: 3/8"=1'-0" 4'0 2' 8'
D-182
D-181
F O
R C
O N
T
IN
U A
T
IO
N S
E E D
W G D -3
29.67
CL EL
30.50
CL EL
36.55
CL EL
29.50
CL EL
A2
D-803
C4
D-800
C1
D-800
C2
D-807
TYP
PIPE SPRT
A2
D-803
C1
D-803
C D
W
O F
O F
6" DR
BOP 23.88
44.50
CL EL
12" OF
73020
80LE
DETAIL, TYP
STRUCTURAL FOR
PENETRATION SEE
TROUGH AND WALL
MOUNTED EFFLUENT
SETTLER SIDE
INCLINED PLATE
CABLE PULLY
SINGLE END
DRIVE MECHANISM
REEL-TO-REEL
CABLE-VAC
SWALE BOP 23.95
SITE DRAINAGE
12" OF TO EAST
2'-2 1/4 "
12"-V500
EL 27.50
EL 46.00
EL 42.00
TROUGH
COLLECTION
EFFLUENT
S E
C T
IO
N S
538 704
12772173
ANOISSEF
O R
P
R E
ENIGNE
040068
SEAL
A
NI
LORAC HT
R
O N
GI
L
ES .A TTE
R
R
DCN ALP
E-181
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
E P -E -1
.d
E
C T
R
IC
A L
GENERAL SHEET NOTES
N
SCALE 3/16"=1'-0"
C O
N C
E N
T R
A T
E T
A N
K C
O N
C E
N T
R A
T E R
E P
U M
P
8'0 4' 16'
M
M
80MC-FV73000
80MC-FV73002
80MC-FV73001
80CDW-CLR73002
80FW-SSH81021
80BWW-FV72002
80BWW-FV72001
GG
G G
G G
G G
GROUND RING
SYSTEM
WASTE PUMP
TO CLARIFIER
M1M1
M1M1
P2
P2 P2
P2
80CDW-CLR73001
RING
BUILDING GROUND
CLARIFIER
TO CONCENTRATE
RING
BUILDING GROUND
CLARIFIER
TO CONCENTRATE
E-807
80CW-FV73002
BELOW WALKWAY)
(LOCATED
80CW-FV73003
80ZS73001C
80ZS73001B
80ZS73001A
80ZS73002A
80ZS73002B
80ZS73002C
(TYP OF 2)
SLUDGE DRIVE
CLARIFIER
CONCENTRATE
80ECP73002
80LIT73002
80LIT73001
SHEET KEYNOTES
A1
E-807
A1
(12) (12)
(12)
WP
WP(11)
(12)
(12)
(11)WP
(TYP) CS
WP
2 3 4
(TYP)
80ECP73001
P2
(12)
WP
WP(11)
P R
O C
E S
S F
A C
IL
IT
Y P
L A
N
PROCESS/FACILITY PLAN
(TYP)
(TYP)
(TYP)
A1
E-803
(TYP)
SWITCH
LIGHT SELECTOR
WP
CS
SWITCH
LIGHT SELECTOR
2 3
A1
E-803
CIRCUIT.
POWER PIPING HEAT TRACE FROM SAFETY SHOWER 120V8.
POLE.
10" ALUMINUM AIR TERMINAL MOUNTED ON TOP OF LIGHT7.
BOND TO REINFORCING STEEL.6.
#4/0 AWG STRANDED BARE TIN-PLATED COPPER.5.
MOUNTED 24" ABOVE FINISHED FLOOR.
LIGHT POLES WITH 20A DUPLEX, GFCI WP RECEPTACLE4.
A1/E-803.
MOUNT AT GRADE NEAR BASE OF STAIRS ON STANCHION3.
PER C4/E-802.
BY PHOTOCELL, SELECTOR SWITCH AND CONTACTOR AS
ALL LUMINAIRES AND STRUCTURE SHALL BE CONTROLLED2.
CONDUCTORS IN 3/4" CONDUIT.
CONCENTRATE CLARIFIER BUILDING. PROVIDE #10
90LP01 VIA CONTACTOR 80LC01 LOCATED IN
LUMINAIRES SHALL BE POWERED AT 208V FROM PANELBOARD1.
HEAT TRACE
HEAT TRACE
3/16"=1'-0
RC
80FW-SSH81020
539 704
12772174
WET LOCATION.
THE AREA OF THE CONCENTRATE TANK IS CONSIDERED A10.
CURRENT EDITION AND UFC3-575-01.
HERE SHALL MEET THE REQUIREMENTS OF NFPA 780,
THE DESIGN LAYOUT AND INSTALLATION DETAIL SHOWN9.
SYSTEM CERTIFICATION SUBMITTAL FROM LPI 176.
INSTALLER. THE COMPLETED INSTALLATION WILL RECEIVE
UNDER THE SUPERVISION OF AN LPI CERTIFIED MASTER
STANDARD 125. THE INSTALLATION SHALL BE MADE BY OR
IN ALL RESPECTS TO LIGHTNING PROTECTION INSTITUTE
THE LIGHTNING PROTECTION INSTALLATION SHALL COMPLY8.
PROTECT THE STRUCTURE ITSELF.
STRUCTURE AS A CONDUCTOR, EXCEPT AS NECESSARY TO
DOWN CONDUCTOR OR USE ANY PORTION OF THE
NO PART OF THE FACILITY STRUCTURE SHALL BE USED AS A7.
LPS THAT IS UL 96 MASTER LABEL CERTIFIED.
CONTRACTOR RESPONSIBLE TO FURNISH AND INSTALL A
SEALED BY LICENSED LIGHTNING PROTECTING ENGINEER.
REQUIREMENTS IDENTIFIED IN THE SPECIFICATIONS AND
SHALL PROVIDE A DESIGNED THAT MEETS THE
IS SHOWN ON THIS DRAWING. ELECTRICAL CONTRACTOR
THE INTEND OF THE LIGHTNING PROTECTION SYSTEM (LPS)6.
NOT LESS THAN 3 FT NOR MORE THAN 10 FT.
GRADE, AND EXTEND BEYOND THE STRUCTURE PERIMETER
INSTALL GROUND RING AT LEAST 24 INCHES BELOW FINISH5.
BLOCK DIAGRAM ON DWG E-682.
FOR CONDUIT AND CONDUCTOR REQUIREMENT SEE CABLE4.
POLE MOUNTED LUMINAIRE AT 10'-0" AFF.3.
EQUIPMENT TAG NUMBERS.
DESCRIPTION OF PROCESS & INSTRUMENTATION
INSTRUMENTATION LEGENDS G-021 & G-022 FOR
SEE PROCESS MECHANICAL LEGEND G-017 AND2.
CONDUCTOR AND CONDUIT IDENTIFICATION.
ABBREVIATIONS, GENERAL NOTES, AND CIRCUIT
SEE ELECTRICAL LEGENDS G-019 & G-020 FOR SYMBOLS,1.
HEAT TRACE
HEAT TRACE
JAS
GFS
A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
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
S
T E
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: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T 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
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
STATE OF
No 60201
R E
E
NI
G
NE LANOI
S S
E F
O R
P
ADIROL
F
ESNECIL
N O
SL
OHCIN .C DI
V
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
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
S
T E
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: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T 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
M A
R
R
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E J
A C
K S
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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DCN ALP
E-182
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
E P -E -1
.d
E
C T
R
IC
A L
GENERAL SHEET NOTES
N
SCALE 1/2"=1'-0"
0 2' 4'1'
M
M
CSCS
(TYP OF 2)
WASTE PUMPS
CLARIFIER
80USH74002
80CW-PMP74002
80USH74001
80CW-PMP74001
80LE/LIT74000
80LSLL74000
80LSL74000
80LSH74000
80LSHH74000
80CW-FE/FIT74000
RING
CLARIFIER GROUND
TO CONCENTRATE
RING
CLARIFIER GROUND
TO CONCENTRATE
JJ
80CS74001 80CS74002
J
A1
E-805
C1
E-803
(TYP)
(TYP)
(TYP)
PROCESS PLAN
SHEET KEYNOTES
BOND TO EQUIPMENT RACK.3.
BOND TO REINFORCING STEEL.2.
#4/0 AWG BARE STRANDED TIN-PLATED COPPER.1.
HEAT TRACE
RC
C O
N C
E N
T R
A T
E /B
A C
K W
A S
H W
A S
T E D
E C
A N
T W
E T
W E
L L
P R
O C
E S
S P
L A
N
540 704
12772175
1/2"=1'-0
NOTED.
IS CONSIDERED A WET LOCATION UNLESS OTHERWISE
ALL OF THE AREAS OF THE WASTE DECANT PUMP STATION7.
CLASS I, DIV 2, GROUP C AND D LOCATIONS.
3 FT FROM THE EDGE OF THE HATCHES ARE CONSIDERED
AND AN ENVELOPE 18" ABOVE HATCHES AND EXTENDING
THE AREA WITHIN A 5 FT RADIUS AROUND VENT OPENING6.
CONSIDERED A CLASS I, DIV 1 GROUP C AND D LOCATIONS.
WITHIN A 3 FT RADIUS AROUND VENT OPENING IS
THE AREA INSIDE THE WASTE DECANT WETWELL AND5.
PERIMETER NOT LESS THAN 3 FT NOR MORE THAN 10 FT.
FINISH GRADE AND EXTEND BEYOND THE STRUCTURE
INSTALL GROUNDING RING AT LEAST 24 INCHES BELOW4.
BLOCK DIAGRAM ON DWG E-682.
FOR CONDUIT AND CONDUCTOR REQUIREMENT SEE CABLE3.
EQUIPMENT TAG NUMBERS.
DESCRIPTION OF PROCESS & INSTRUMENTATION
INSTRUMENTATION LEGENDS G-021 & G-022 FOR
SEE PROCESS MECHANICAL LEGEND G-017 AND2.
CONDUCTOR AND CONDUIT IDENTIFICATION.
ABBREVIATIONS, GENERAL NOTES, AND CIRCUIT
SEE ELECTRICAL LEGENDS G-019 & G-020 FOR SYMBOLS,1.
No 60201
R E
E
NI
G
NE LANOI
S S
E F
O R
P
ADIROL
F
ESNECIL
N O
SL
OHCIN .C DI
V
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
E
SCALE: NOT TO SCALE
[C
[P
[P
[C
[P
[C
[P
[C
[P
[C
J
[P
[P
[P
[P
[A
[A
[A
J
[P
[A
[P
[P
[A
J
[A
[P
[A
[A
[P
[P
[P
M
[P
[C
[C
[C ] [P
[C
[P15] [P15]
[P
[C
[P
[C
[C
[C
M
[P
[A
SHEET KEYNOTES
M
CS
J
[C ] [P
D
[S
[S
[C
J
[C
[A
[C
M
CS
J
[C ] [P
D
[C
J
[C
[A
[C
[P
[A
[A
[P
[C1][C1]
J
[C
[C
[C
[C
[C
CONCENTRATE/BACKWASH WASTE DECANT PUMP CABLE BLOCK DIAGRAM
SCALE: NOT TO SCALE
CLARIFIER CABLE BLOCK DIAGRAM
SCALE: NOT TO SCALE
SAMPLE RACKS CABLE BLOCK DIAGRAM
[P
[A
M C -F
V
M C -F
V
M C -F
V
B W
W -F
V
B W
W -F
V
A
IT
A
IT
A
IT
A
IT
A
IT
A
IT
A
IT
A
IT
C D
W -C
L R
Z S
C
Z S
B
Z S
A
C D
W -C
L R
Z S
C
Z S
B
Z S
A
L
IT
L
IT
90DP01
80ECP73001
90LP01
80ECP73002
90LCP01
90LP-UPS-01 90LP-UPS-01
C S
U S
H
C S
U S
H
L
IT
F
IT
C W -F
E
L E
L S
H
L S
L
L S
H H
L S
L L
90LP-UPS-01
90LCP01
80AFD74001
90MCC01
80AFD74002
C W -P
M P
W A
S T
E P
U M
P
C L
A R
IF
IE
R
C W -P
M P
W A
S T
E P
U M
P
C L
A R
IF
IE
R
GENERAL SHEET NOTES
EQUIPMENT TAG NUMBERS.
DESCRIPTION OF PROCESS & INSTRUMENTATION
INSTRUMENTATION LEGENDS G-021 & G-022 FOR
SEE PROCESS MECHANICAL LEGEND G-017 AND2.
CONDUCTOR AND CONDUIT IDENTIFICATION.
ABBREVIATIONS, GENERAL NOTES, AND CIRCUIT
SEE ELECTRICAL LEGENDS G-019 & G-020 FOR SYMBOLS,1.
GRADE.
PVC-COATED RIGID GALVANIZED STEEL CONDUIT BELOW
RIGID GALVANIZED STEEL CONDUIT ABOVE GRADE AND
INSTALL CAT6 CABLES BETWEEN AFDS AND 90LCP01 IN2.
COPPER BRAID SHIELD (65%) WITH PVC-JACKET.
S-R PVC INSULATION, OVERALL FOIL (100%), AND TINNER
15 CONDUCTOR, 22 AWG TIMNNED COPPER CONDUCTOR,
1" CONDUIT WITH MULTI-CONDUCTOR COMPUTER CABLE,1.
C W -F
C
C W -F
C
2 2
[P
[C
[P
[C
F
W -S
S H
F
W -S
S H
RCDN AL
E-682
-E -6
.d g n
541 704
C A
B L E B
L O
C K D
IA
G R
A M
E L E
C T
R
IC
A L
C O
N C
E N
T R
A T
E T
A N
K C
O N
C E
N T
R A
T E R
E P
U M
NTS
12772176
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
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
S
T E
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: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T 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
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
STATE OF
No 60201
R E
E
NI
G
NE LANOI
S S
E F
O R
P
ADIROL
F
ESNECIL
N O
SL
OHCIN .C DI
V
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
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
S
T E
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: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T 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
M A
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R
J E
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E J
A C
K S
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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
S-191
F
IL
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A M
E
P L
O T D
A T
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P L
O T T
IM
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L O
T D
A T
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L O
T T
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E P -S -1
.d g n
S T
R U
C T
U R
A L
AS NOTED
FOUNDATION PLAN
SCALE 1/4"=1'-0"
SHEET KEYNOTES
0 4' 8'2'
S-391
A1
S-391
56'-0"
69'-4"
8"
8"
8"
8"
" 8
8"
4'-0"3'-4"2'-8"
C O
N C
E N
T R
A T
E C
L A
R
IF
IE
R B
U
IL
D
IN
G
6'-0" 11'-4" 10'-0" 10'-0" 6'-0" 2'-0"
F O
U N
D A
T
IO
N P
L A
N
6'-0" 25'-4"
6'-8"
2'-0"
2'-7" 2'-0"
C1
S-391
8'-8"
542 704
12772177
C1/S-804, AND C3/S-804.
LIMITS OF FOUNDATION PER A4/S-803,
AREA EXTENDING MINIMUM 5'-0" BEYOND
2. ENCASE PIPES BELOW FOUNDATION AND
DRAWINGS G-008 THROUGH G-012.
1. FOR GENERAL STRUCTURAL NOTES, SEE
TOC HPT EL 29.6313.
TOC LPT EL 29.5412.
CONC EQPT PAD A1/S-805 TYPE "E" 11.
CONC EQPT PAD A1/S-805 TYPE "G" 10.
CMU CONTROL JOINT C4/S-8109.
FLOOR DRAIN C2/S-807 TYP SEE PLUMBING FOR LOCATIONS8.
ROOM
CONC EQPT PAD A1/S-805 TYPE "E" TYP OF 3 IN ELECTRICAL 7.
1/2" PJF6.
CONTAINMENT AREA
EXTEND CURB UNDER CMU WALL AROUND PERIMETER OF
IN ADDITION TO VERT CURB REINF
8" x 8" CONC CURB D3/S-807 PROVIDE MATCHING DOWELS5.
CONC EQPT PAD A1/S-805 TYPE "A" TYP OF 54.
INTERIOR 8" CMU WALL3.
EXTERIOR 8" CMU WALL2.
TOC EL 29.671.
B1 B2
EJA
No 76468
R E
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NE LANOI
S S
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F O
R P
ADIROL
F
ESNECIL R
E
O
ME
KE
OK SREILLIVED OC
C
V A
L F
A C
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N G
IN
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R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
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
S
T E
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: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T 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
M A
R
R
J E
U N
E J
A C
K S
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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
S-192
F
IL
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A M
E
P L
O T D
A T
E
P L
O T T
IM
E
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L O
T D
A T
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L O
T T
IM
E P -S -1
.d g n
S T
R U
C T
U R
A L
AS NOTED
SCALE 1/4"=1'-0"
SHEET KEYNOTES
0 4' 8'2'
S-391
A1
S-391
68'-0"
ROOF PLAN
MAX
4'-0"
M A
X
5 2
COLD FORMED STEEL ROOF TRUSS NOTES:
SUBMIT ANY ALTERNATIVE MANUFACTURER'S SPECIFIC CONNECTIONS FOR ENGINEER'S REVIEW.
AND VERIFIED BY ROOF TRUSS MANUFACTURER'S REGISTERED ENGINEER. MANUFACTURER SHALL
11. UPLIFT LOAD, CONNECTIONS, TRUSS MEMBERS, BOUNDARY MEMBERS, ETC. SHALL BE DESIGNED
BRACING SHALL EXTEND TO WALLS.
RECOMMENDED BY THE TRUSS MANUFACTURER, UNLESS SPECIFICALLY INDICATED OTHERWISE.
MANUFACTURER’S STANDARDS. PERMANENTLY BRACE BOTTOM CHORDS AT SPACING
TRUSS BRIDGING, BOTTOM CHORD BRACING, AND OTHER ACCESSORIES SHALL BE PER THE 10.
PLATE. CALCULATIONS SHALL BE STAMPED AND SIGNED BY A CIVIL OR STRUCTURAL ENGINEER.
FOR ALL TYPES OF TRUSSES, BLOCKING MEMBERS, AND FASTENERS TO DECK AND WALL TOP
SUBMIT CALCULATIONS, PRODUCT DATA, MATERIAL PROPERTIES, CONNECTION DETAILS, ETC., 9.
DRAWINGS AND SUBMITTED FOR REVIEW.
CAMBER TRUSSES FOR DEAD LOAD DEFLECTION. CAMBER SHALL BE SHOWN ON THE SHOP 8.
THE TRUSS SPAN LENGTH.
TRUSSES SHALL BE DESIGNED FOR A TOTAL LOAD MAXIMUM DEFLECTION OF L/240, WHERE L IS 7.
ADDITIONAL PANEL POINTS AT CONCENTRATED LOAD LOCATION AS REQUIRED.
SUPPORT OF THEIR EQUIPMENT TO THE STRUCTURE. TRUSS MANUFACTURER SHALL PROVIDE
EQUIPMENT SUPPLIER SHALL BE RESPONSIBLE FOR THE DESIGN OF THE VERTICAL AND LATERAL 6.
REDUCE WIND UPLIFT LOADS.
MECHANICAL, ELECTRICAL, SUPERIMPOSED, AND MISCELLANEOUS LOADS SHALL NOT BE USED TO5.
REQUIREMENTS PRIOR TO TRUSS FABRICATION.
CONTRACTOR SHALL VERIFY AND COORDINATE EQUIPMENT WEIGHTS, LOCATIONS, AND ATTACHMENT4.
AND ANY LOADS FROM THE CONTRACTOR’S OPERATION.
DESIGN, WHICH WOULD BE INCLUDED IN COMMON PRACTICE, INCLUDING LOADS FROM EQUIPMENT
SHALL BE REVIEWED AND ANY DEAD LOADS INFERRED BY THE PLANS SHALL BE INCLUDED IN THE
BE CONSTRUED TO BE ALL THE DEAD LOAD LOADS THAT COULD BE ON THE MEMBERS. THE DRAWINGS
THE SUPERIMPOSED ROOF DEAD LOADS INDICATED ARE A MINIMUM DESIGN LOAD BUT SHALL NOT3.
OUT OF PLANE FORCE AT TOP OF WALL = +/- 469 PLF (+/- 1874 LBS FOR 4'-0" TRUSS SPACING).
DIAGRAM.
WIND LOADS: SEE DESIGN CRITERIA ON DRAWING G-006 AND COMPONENT AND CLADDING PRESSURE
= 5 PSF(BOTTOM CHORD)MISCELLANEOUSE.
ANY PANEL POINT (BOTTOM CHORD)
= 5 PSF AND 500LBS POINT LOAD AT MECH/ELEC/PIPINGD.
BOTTOM CHORD DEAD LOADS
= 6 PSF (TOP CHORD)RIGID INSULATIONC.
= 2.2 PSF (TOP CHORD)STEEL DECKB.
= 5.5 PSF (TOP CHORD)ROOFINGA.
TOP CHORD DEAD LOADS
= 20 PSFTOP CHORD LIVE LOAD
TRUSS MANUFACTURER SHALL DESIGN THE TRUSSES FOR THE FOLLOWING LOADS:2.
SPECIFICATIONS OF THE AMERICAN IRON AND STEEL INSTITUTE.
TRUSSES SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE STANDARD1.
4. NEGATIVE PRESSURES ACT AWAY FROM SURFACE.
3. POSITIVE PRESSURES ACT TOWARDS SURFACE.
2. ULTIMATE PRESSURES NOTED ARE GROSS VALUES.
PARTIALLY ENCLOSED BUILDING CLASSIFICATIONC.
RISK CATEGORYB.
ULTIMATE WIND SPEEDA.
1. ULTIMATE PRESSURES SHOWN BASED ON:
3 4
SHEET
NO PER
TYPE DEPTH
WIDTH
PANEL
THICKNESS
DESIGN
Fy (ksi)
STRENGTH
MIN YIELD
(lbs/ft)
CAPACITY
SHEAR
DIAPHRAGM
MIN
FINISH
G-90
GALV,
4153320 GA36"1.5"
DECK
ROOF
TYPE TYPE TYPE SPACINGSPACING
0.2010.234
SUPPORTS
AT PARALLEL
SUPPORTS
AT PERPENDICULAR
S (in /ft)
MIN (+)
I (in /ft)
MIN (-)
SCREW
#12 TEK
SCREW
#12 TEK
SCREW
#10 TEK 6"
= III
= 151 MPH
6"
** MANUFACTURER'S STANDARD SIDELAP CONNECTION OR OTHER SIDELAP CONNECTIONS ARE ALLOWED PER APPROVAL OF STRUCTURAL ENGINEER.
AT SIDELAPS
COMPONENT AND CLADDING PRESSURE DIAGRAM NOTES:
C O
N C
E N
T R
A T
E C
L A
R
IF
IE
R B
U
IL
D
IN
G
R O
O F P
L A
N
STEEL DECK AND ATTACHMENT SCHEDULE
C1
S-391
1'-6" 1'-6"
543 704
12772178
DRAWINGS G-008 THROUGH G-012.
1. FOR GENERAL STRUCTURAL NOTES, SEE
71'-0"
T.O. WALL EL 41.598.
T.O. WALL EL 41.677.
RIDGE CONN SEE A1/S-8176.
TRUSS TO WALL CONN BY TRUSS MFR5.
SEE D4/S-813
STEEL DECK TO WALL CONN BETWEEN ROOF TRUSSES4.
CONT COLD FORMED STEEL FASCIA D4/S-532, TYP3.
STEEL DECK SEE STEEL DECK AND ATTACHMENT SCHEDULE2.
COLD FORMED STEEL TRUSS TYP1.
AREA
ROOF
<10 FT
EFF. AREA
-79.8 PSF
-102.9 PSF
20 FT
EFF. AREA
-79.8 PSF
100 FT
EFF. AREA
-66.8 PSF
-66.8 PSF
>200 FT
EFF. AREA
-95.7 PSF -71.7 PSF
53.9 PSF 36.7 PSF 36.7 PSF
<10 FT
EFF. AREA
-71.1 PSF
-84.1 PSF
50 FT
EFF. AREA
2 2
-58.2 PSF
>500 FT
EFF. AREA
-58.2 PSF
ZONE 4 NEGATIVE
POSITIVE
ZONE 5 NEGATIVE
POSITIVE
COMPONENT AND CLADDING WALL PRESSURE (STRENGTH)
DIRECTION
COMPONENT AND CLADDING ROOF PRESSURE (STRENGTH LEVEL)
NEGATIVE ZONE 1
NEGATIVE ZONE 3
POSITIVE ALL ZONES
66.8 PSF 61.5 PSF 53.9 PSF
-73.4 PSF
NEGATIVE ZONE 2 -127.2 PSF -116.2 PSF -90.7 PSF -79.8 PSF
48.7 PSF
OVERHANGS: -170.0 PSF
-78.9 PSF
ZONES, NOT INCLUDING OVERHANGS
A A
= ROOF ZONES
OPP WALL)
(TYP ON
= WALL ZONES2
66.8 PSF 61.5 PSF 53.9 PSF
-65.8 PSF
STATE OF
No 76468
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SHEET
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CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
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SHEET KEYNOTES
A R
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T A
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DWG S-191
TOC EL SEE
DWG S-192
TOW EL SEE
3.5
3.5
A1
SECTION
SCALE 3/8"=1'-0" 4'0 2' 8'
2'-6"
C1
SCALE 3/8"=1'-0" 4'0 2' 8'
SECTION
DWG S-192
TOW EL SEE
DWG S-191
TOC EL SEE
2'-6" 2'-6"
3.5
AND TOP OF INTERIOR CMU WALL
PROVIDE 1" GAP BETWEEN BOTTOM OF TRUSS6.
#5@16" EW T&B5.
FOR ROOF ASSEMBLY SEE S-1924.
3- #6 T&B CONT TYP AT THICKENED FOOTING3.
EXTERIOR 8" CMU #5@40" VERT CTRD TYP A4/S-8092.
INTERIOR 8" CMU #5@16" VERT CTRD TYP A4/S-8091.
M
IN
M
IN
S-192
S-191
S-192
S-191
M
IN
M
IN
544 704
12772179
DRAWINGS G-008 THROUGH G-012.
1. FOR GENERAL STRUCTURAL NOTES, SEE
No 76468
R E
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NI
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S S
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F O
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ADIROL
F
ESNECIL R
E
O
ME
KE
OK SREILLIVED OC
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L F
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IN
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IN
G S
T S
T E
M S C
O M
M A
N D
M
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L A
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N O
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O L
K
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CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
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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
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M D
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C R
IP
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IO
N D
A T E
A P
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DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
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L A
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TD BJN
G-090
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-0 .d
1/8"=1'-0
C O
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IF
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D
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G
BT
90-103
90-102
90-101
L
IF
E S
A F
E T
Y P
L A
N A
N D C
O D
E D
A T
0 8'4' 16'
SHEET LEGEND
a.
55’-0”, 2 STORIES
STRUCTURAL FRAME 0 HOUR
EXTERIOR BEARING WALLS 0 HOUR
INTERIOR BEARING WALLS 0 HOUR
0 HOUR
FLOORS AND CEILINGS 0 HOUR
ROOF AND CEILINGS 0 HOUR
b. IIB
& BUILDING SEPARATION EXCEPT AS MODIFIED BY UFC 3-600-01
REQUIREMENTS, ALLOWABLE FLOOR AREA, BUILDING HEIGHT
IBC 2018: INTERNATIONAL BUILDING CODE FOR FIRE RESISTANCE
NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS
c.
d.
h.
EXT & INT NON-BEARING WALLS
g.
j.
NOT APPLICABLE
NOT APPLICABLE
STANDARDS
APPLICABLE CODES AND
19'-0", 1 STORY
(IBC:TABLE 602)
FIRE SEPARATION REQUIREMENTS 10 FEET+ = 0 HOUR RATING
k. FIRE PROTECTION SYSTEM
FIRE EXTINGUISHERS PROVIDED PER NFPA 10.
FIRE SPRINKLERS NOT REQUIRED, NOT PROVIDED.
TOILET FIXTURES PROVIDED ON SITE WITHIN 500 FEET.
i.
GENERAL NOTES
FACTORY INDUSTRIAL F-1
ACTUAL BUILDING AREAf.
l.
(IBC: CHAPTER 3)
OCCUPANCY CLASSIFICATION
(IBC: CHAPTER 6)
CONSTRUCTION TYPE
(IBC: SECTION 508)
OCCUPANCY SEPARATIONS
(IBC: SECTION 503, 506, 507)
AREA LIMITATIONS/MODIFICATION
ACTUAL BUILDING HEIGHT
e.
2,261 SF GROSS
1,995 SF (NET BUILDING AREA)
(IBC: TABLE 601 & SECTION 602)
FIRE-RESISTIVE REQUIREMENTS
CODE REVIEW - BUILDING CODE REQUIREMENTS
CODE REVIEW - LIFE SAFETY REQUIREMENTS
1 EXIT REQUIRED (NFPA: 40.2.4.1.2)
CODE REVIEW - ENERGY CODE REQUIREMENTS, ASHRAE 90.1
MINIMUM R-25 C.I. PROVIDED R-30 C.I.
MINIMUM R-7.6 C.I. PROVIDED R-10 C.I.
MINIMUM U-0.7
MINIMUM U-1.45
MINIMUM U-0.9, SHGC 0.25
PROVIDED R-8
PROVIDED R-8
PROVIDED U-0.29, SHGC 0.25
SPECIAL PURPOSE INDUSTRIAL OCCUPANCY NFPA 3.3.168.8.3
LOW HAZARD INDUSTRIAL, NFPA 6.1.12.1 & 6.2.2.2
b.
a.
STANDARDS
APPLICABLE CODES AND
(NFPA: CHAPTER 7)
OCCUPANT LOAD
(NFPA 101: CHAPTERS 6 & 40)
CLASSIFICATION OF OCCUPANCY
c.
EGRESS
CAPACITY OF THE MEANS OF
(NFPA 101: CHAPTERS 7 & 40)
NUMBER OF EXITS
(NFPA 101: CHAPTERS 7 & 40)
TRAVEL DISTANCE TO EXITS
d.
e.
a. ROOFS
b. WALLS c.
d.
e.
f.
SLAB ON GRADE
SWING DOORS
OVERHEAD DOORS
GLAZING, DOOR
X'
PROVIDED, TYPICAL)
X = EGRESS WIDTH (32" MIN
1 HOUR RATED WALL
ONE SIDED EXIT SIGN
TRAVEL DISTANCE TO EXIT
30-117 ROOM NUMBER
LOBBY (B)
X'
32"
32"
64"
47'
ROOM (F-1)
ELECTRICAL
PUMP ROOM (F-1)
ROOM (F-1)
CHEMICAL
15,500 SF
(IBC: TABLE 506.2)
ALLOWABLE FLOOR AREA
(IBC: TABLE 504.3 & 504.4)
ALLOWABLE HEIGHT
(NFPA: TABLE 7.3.12)
MAXIMUM PROBABLE OCCUPANTS = 5
OCCUPANT LOAD FACTOR = NOT APPLICABLE
MINIMUM WIDTH PROVIDED = 32"
5 X .20"/PERSON = 1.0" (NFPA 101, 7.3.3.1)
(SP)
BLUE
FORM
LIQUID
FLAM
HAZMAT TRIANGLE
RED
HEALTH REACT
YELLOW WHITE
CHEMICAL NAME
AGE
STOR-
TROL
CON-
QTY
ALLOW
DRUM
GAL)
QTY
STORED
H-4500 GAL2 0 0
CLASS
USE
CODE
Solution
STORAGE AND DISTRIBUTION OF HAZARDOUS CHEMICALS
CONCENTRATE CLARIFIER BUILDING
EXTINGUISHER CABINET
SURFACE MOUNTED FIRE FEC-2
F E
C -2
FEC-2
CLASSIFICATION IN PARENTHESES - ( )
ROOM NAME WITH OCCUPANCY
CONTROL AREA
STORED IN ROOM 90-101
SODIUM BISULFITE 20
16'
16'
NOT REQUIRED
32"
PROVIDED R-10 (24")
LIFE SAFETY PLAN
SCALE: 1/8"=1'-0"
68'-0"
545 704
12772180
(NFPA: TABLE 40.2.5.1)
SPECIAL PURPOSE INDUSTRIAL OCCUPANCY: 50 FEET
MAXIMUM COMMON PATH OF TRAVEL (WITHOUT SPRINKLERS)
(NFPA: TABLE 40.2.6.1)
SPECIAL PURPOSE INDUSTRIAL OCCUPANCY: 300 FEET
MAXIMUM TRAVEL DISTANCE TO EXITS (WITHOUT SPRINKLERS)
49'
DJD
C H
IT
E C
T U
R
SAFETY EXCEPT AS MODIFIED IN UFC 3-600-01.
NFPA 101 LIFE SAFETY CODE 2021, FOR BUILDING EGRESS AND LIFE
FOR FIRE EXTINGUISHERS.
SEE SPECIFICATION SECTION 10 44 004.
DESIGN DRAWINGS.
INTERIOR SIGN SCHEDULE AND INTERIOR
AND 10 14 00.20 WITH SUPPLEMENTAL
EXTERIOR SIGNAGE SCHEDULE
10 14 00.10 WITH SUPPLEMENTAL
SIGNAGE SEE SPECIFICATIONS
FOR INTERIOR AND EXTERIOR BUILDING 3.
ARCHITECTURAL LEGEND.
SEE SHEET G-013 FOR GENERAL 2.
THE RATED WALL BEING PENETRATED.
MINIMAL FIRE RESISTANCE RATING OF
FOR THOURGH-PENETRATIONS WITH A
TESTED AND APPROVED SYSTEM
WALLS SHALL BE SEALED WITH A UL
PENETRATIONS THRU FIRE RATED 1.
AI
GRO
E
G
REENIGNE
DERETSIGER
PROFESSIONAL Y
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BAEP .V
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FIRE PROTECTION
D E
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A
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C
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1 2 3 4 5
1 2 3 4 5
A
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
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DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
A-191
F
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.d g n
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C H
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3/16" = 1'-0"
8'0 4' 16'
F L
O O
R P
L A
N
FLOOR PLAN
C O
N C
E N
T R
A T
E C
L A
R
IF
IE
R B
U
IL
D
IN
G
BT68'-0"
12'-8"
PUMP ROOM
2'-8"6'-0"10'-0"10'-0"11'-4"6'-0"22'-0"
3'-4" 4'-8"
90-101
90-102 90-103
ROOM
ELECTRICAL
ROOM
CHEMICAL
90-101A
90-102B
90-103B
-1
A
90-103C
-1
A
A-291
A-291
GENERAL SHEET NOTES
SHEET KEYNOTES
2 3
ALUMINUM LOUVER 90-LV-19.
SIDEWALK, SEE CIVIL DRAWINGS8.
DOWNSPOUT WITH GRATED TRENCH IN SIDEWALK7.
DOWNSPOUT WITH PRECAST CONCRETE…
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