condensate drain trap (typ) - find rfp
TRANSCRIPT
480770-NAMPA W W TP PHASE 1 UPGRADES - PROJECT GROUP A
NTS
2377-100
2
3
1
4
5
1.
2.
3.
4.
5.
CARBON FILTER
3/4"
1-1/2"
THAN OUTLET SIZE
* NOT SM ALLER
A. M ANUALLY PRIME TRAP BEFORE START UP.
B. SUPPORT DRAIN LINES TO PREVENT SAG.
C. ALLOW SUFFICIENT SPACE BELOW PAN FOR TRAP AND PITCH TO DRAIN.
AIR
GA
P
1"
MIN
PITCH
SIZE
PIPE
MIN*
OPEN DRAIN
DRAIN PAN
PAN CONNECTION
SIZE AS THE DRAIN.
AT LEAST THE SAME
DRAIN LINE SHALL BE
THRU UNITS.
& 4" FOR BLOW
6" FOR DRAW THRU
CLEAN OUT.
THRU UNITS ONLY.
1" TO 4" FOR DRAW
6.
6
NOTES
CONDENSATE DRAIN TRAP (TYP)
3097FCU1
3099ERU1
LOADCONNECTED
3/4"
CONDUIT
PIPE STRAP
EQUIPMENT
OR ELECTRICAL
WIRING DEVICE
PLATFORM
FLOOR OR
COLUMN
WALL OR
NOTES 2 AND 3
AT 4’-0"–
STATIONS MOUNT
FOR CONTROL
LARGER BOXES SHALL BE SUPPORTED BY AT LEAST FOUR.
BOXES 6 INCHES SQUARE AND LESS SHALL BE SUPPORTED BY TWO ANCHORS.
MOUNT ENCLOSURE ON 1/2" SPACERS OF 1/2" SCHEDULE 80 PVC CONDUIT.
ON CONCRETE WALLS USE STAINLESS STEEL CONCRETE ANCHORS.
AND SPLIT-LOCK WASHERS UNDER ALL NUTS.
ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL. USE WASHER
3.
2.
1.
NOTES:
2605-002
DEVICE MOUNTING WALL OR COLUMNNTS
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
5"
4"
RAILING
RAILING
ROUND ALL EDGES
1/4" ALUMINUM PLATE
SPRING NUT
3/8" SST
FRAMING CHANNEL
1 5/8"x1 5/8" ALUMINUM
LOCK WASHERS
U-BOLTS, NUTS AND
1/4" SST
NAMEPLATE
CONDUIT
TOP
FRONT SIDE
2605-003bNTS
DEVICE MOUNTING,
NON FUSED DISCONNECT SWITCH
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
RAILING
4"
5 1/2"
AS REQUIRED
U-BOLTS, LENGTH
5/16" DIA GALVANIZED
TYP
ROUND EDGES,
AND LOCKWASHERS
GALVANIZED NUTS
AFTER FABRICATION
HOT DIP GALVANIZED
3/16" STEEL PLATE
ON DWGS
CONDUIT, AS SHOWN
BOX
DEVICE
TYP
1/2" RADIUS,
FRONT SIDE
NOTES:
CONNECTIONS PER SPECIFICATIONS.
ALUMINUM IN CONTACT WITH STEEL MEMBERS AND
AT ALUMINUM RAILING, PROVIDE PROTECTION FOR1.
2605-004NTS
DEVICE MOUNTING, AT RAILING
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
3/16
3/16
1/2" RADIUS, TYP
NOTE 2
FLOOR OR PLATFORM,
10"
10"
1 1/4", TYP
3’-0"
MA
X
1/2" RADIUS, TYP
(18"MAX, WIDTH), ROUND EDGES,
1/4" ALUMINUM MOUNTING PLATE,
PLATE
1/2" ALUMINUM
OVERSIZED DEVICES
SIZE AS REQUIRED FOR
1/4" ALUMINUM PLATE,
OR OTHER DEVICES
CONTROL STATION
C4x2.16
ALUMINUM
AS SPECIFIED
ALUMINUM AND CONCRETE
PROVIDE COATING BETWEEN
GROUT
NON-SHRINK
OVERSIZED DEVICES PLAN
LEVELING NUTS, TYP OF 4
OR ANCHOR BOLTS WITH
1/2" CONCRETE ANCHORS
NOTES:
INDICATED.
GREATER THAN 2’-0" SQ FT SHALL BE PEDESTAL MOUNTED UNLESS OTHERWISE
CONTROL STATIONS DEVICES AND EQUIPMENT HAVING A FRONTAL AREA NOT
WITH 3#4 REBAR EACH WAY, CENTERED.
FOR YARD LOCATIONS, PROVIDE 2’-0" SQUARE x 6" THICK CONCRETE PAD AT GRADE
WASHERS UNDER ALL NUTS.
USE STAINLESS STEEL MOUNTING HARDWARE. USE WASHERS AND SPLIT-LOCK
3.
2.
1.
2605-005b
NTS
DEVICE MOUNTING, MOTOR CONTROL STATION
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
ROUND EDGES
TYP
1/2" RADIUS,
1/4" ALUMINUM
NOTES: ELEVATION
RAILING
2605-007b
NTS
DEVICE MOUNTING,
RAILING MOUNTED EQUIPMENT SUPPORT
A
2605-0
07c
B
2605-007c
IN THE DRAWINGS.
COORDINATE ATTACHMENT WITH THE TYPE OF RAIL (PICKET OR 3-RAIL) SHOWN
LESS THAN 3’-0".
NOT. EQUIPMENT MOUNTING SHALL NOT REDUCE THE WIDTH OF A WALKWAY TO
WEIGHING LESS THAN 50 LBS ON RAILING WHETHER DETAIL IS CALLED OUT OR
THIS DETAIL SHALL BE USED FOR MOUNTING EQUIPMENT AND JUNCTION BOXES
THE MOUNTED EQUIPMENT.
OF MOUNTING PLATE SHALL EXTEND A MINIMUM OF 2 INCHES EACH SIDE OF
DIMENSIONS SHALL BE AS REQUIRED FOR EQUIPMENT TO BE MOUNTED. EDGE
WASHERS ON ALL NUTS AND BOLTS.
ALL HARDWARE SHALL BE STAINLESS STEEL. USE WASHERS AND SPLIT-LOCK
4.
3.
2.
1.
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
ASECTION BSECTION
5/16" CHANNEL NUT
LOCKWASHERS
NUTS AND
U-BOLTS
5/16" SST
FRAMING CHANNEL
12 GAUGE ALUMINUM
1 5/8"x1 5/8"
STEEL FH MS
5/16"x20 STAINLESS
RAILING
2605-007cNTS
DEVICE MOUNTING,
RAILING MOUNTED EQUIPMENT SUPPORT
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
3/16
3/16
3/16
NON-SHRINK GROUT
1 1/4" TYP
1 1/4"
TY
P
3’-0"
MIN/4’-0"
MA
X
NO
TE 3
STEEL PLATE
3/8"x10"x10"
RADIUS, TYP
1/2"
SHARP EDGES
FILE OFF
OR OTHER DEVICE
CONTROL STATION
STEEL CHANNEL
MIN 4"
LEVELING NUTS
OR ANCHOR BOLTS WITH
1/2" CONCRETE ANCHORS,
OR PLATFORM
FINISH FLOOR
ROUND EDGES
SIZE AS REQUIRED,
1/4" STEEL PLATE,
PLAN OVERSIZED DEVICE
ELEVATIONNOTES:
STRUCTURE ABOVE WHERE REQUIRED BY CALCULATION.
200 LBS, SIZE POST AND CONNECTION FOR LATERAL LOADS. EXTEND POSTS TO
FOR HEIGHTS EXCEEDING 4’-0" OR WEIGHTS OF MOUNTED EQUIPMENT EXCEEDING
HOT-DIP GALVANIZE ASSEMBLY AFTER FABRICATION.
WASHERS UNDER ALL NUTS AND BOLTS.
ALL MOUNTING HARDWARE SHALL BE GALVANIZED. USE WASHERS AND SPLIT-LOCK
3.
2.
1.
2605-011aNTS
DEVICE MOUNTING, PEDESTAL
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
3/16
3/16
3/16
1 1/4" TYP
1 1/4"
TY
P
PLAN OVERSIZED DEVICE
NO
TE 2
3’-0"
MIN/4’-0"
MA
X
ELEVATION
NON-SHRINK GROUT
CONDUITS
AS REQUIRED FOR
MAX 3"x4" OPENING
RADIUS, TYP
1/2"
PLATE
ALUMINUM
1/2"x10"x10"
SHARP EDGES
FILE OFFOR OTHER DEVICE
CONTROL STATION
C6x3.0
MIN ALUMINUM
AS SPECIFIED
ALUMINUM AND CONCRETE
PROVIDE COATING BETWEEN
LEVELING NUTS
ANCHORS OR ANCHOR BOLTS WITH
1/2" STAINLESS STEEL CONCRETE
ROUND EDGES
SIZE AS REQUIRED,
1/4" ALUMINUM PLATE,
OR PLATFORM
FINISH FLOOR
NOTES:
STRUCTURE ABOVE WHERE REQUIRED BY CALCULATION.
200 LBS, SIZE POST AND CONNECTION FOR LATERAL LOADS. EXTEND POSTS TO
FOR HEIGHTS EXCEEDING 4’-0" OR WEIGHTS OF MOUNTED EQUIPMENT EXCEEDING
SPLIT-LOCK WASHERS UNDER ALL NUTS AND BOLTS.
ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL. USE WASHERS AND
2.
1.
2605-011bNTS
DEVICE MOUNTING, PEDESTAL
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
1/2" RADIUS, TYP
RAILING
CONDUIT CLAMP
6" ALUMINUM CHANNEL
8"
8"
3"
5’-0"
MA
X
AND BOLTS.
MOUNTING HARDWARE. INSTALL RING AND SPLIT LOCK WASHERS UNDER ALL NUTS
THEN 18 INCHES SHALL BE SUPPORTED BY TWO CHANNELS. USE STAINLESS STEEL
EQUIPMENT HAVING A FRONTAL AREA GREATER THAN 3 SQUARE FEET OR WIDER
OR CONTROL STATION
DISCONNECT SWITCH
CHANNEL.
ROUND EDGES, WELD TO
PLATE SIZE AS REQUIRED,
PROVIDE 1/4" ALUMINUM
FOR OVERSIZE DEVICE
WITH CONCRETE AS SPECIFIED
PAINT ALUMINUM IN CONTACT
STEEL.
MOUNTING TO STRUCTURAL
(2) 5/8" SST BOLTS FOR
CONCRETE ANCHORS. USE
(2) 5/8" STAINLESS STEEL
NOTES:
1.
2605-013
NTS
DEVICE MOUNTING, AT RAILING
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
COVER THIS
OUTER JACKET
OUTER JACKET
WRAPPED SHIELD
SHIELD
SHRINK TUBING
SIGNAL LEADS
LUG, TYP
GROUND LEAD
OUTER JACKET
SHRINK TUBING
COVER THIS
SHIELD
WHERE GROUNDING IS REQUIRED.
TERMINATED IN ACCORDANCE WITH THIS DETAIL
ALL SHIELDED INSTRUMENTATION CABLE SHALL BE
SHRINK TUBING
PORTION WITH
CONNECTOR
CRIMPED SPLICEWIRE
INSULATED
GREEN
SHRINK TUBING
PORTION WITH
NOTES:
1.
2605-100b
NTS
TERMINATION OF SHIELDED INSTRUMENTATION CABLE
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
XXXXX
CORD FITTING
INSULATING BUSHING
GRATING OR SLAB
INSULATING BUSHING
SST STRAIN RELIEF CORD GRIP
18"
MIN
TERMINAL STRIP
CONDUCTORS TO
WITH TERMINAL STRIP
PROVIDE JUNCTION BOX
NOTES:
3.
2.
1.
MANUFACTURER SUPPLIED CABLES
2605-101
CONDUIT SLEEVE (2" MIN)(NOTE 3)
PVC COATED RIGID STEEL
MANUFACTURERS RECOMMENDATIONS.
INTO CONCRETE WALL OR SLAB. INSTALL PER
SST HOOK BOLT (5/8" MIN DIA), EPOXY BOLT
THROUGH GRATING.
SUPPORT CONDUIT SLEEVE FROM CONCRETE WALL IF PENETRATING
IS CALLED OUT ON THE DRAWINGS.
SUPPLIED CABLES (MSC) EXITING A WET WELL IF NO OTHER DETAIL
THIS DETAIL SHALL BE USED FOR TERMINATION OF ALL MANUFACTURER
ALL HARDWARE SHALL BE STAINLESS STEEL.
NTS
MSC CABLE TERMINATION
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
GRADEGROUNDING WELL
GRAVEL
GROUND ROD
TYPE ABG, OR EQUAL
"O-Z/GEDNEY"
CONNECTORS:
GROUNDING
CONDUCTOR
GROUNDING
2605-202
NTS
GROUND TEST WELL
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
WITH THIS DETAIL.
BY THE SPECIFICATIONS SHALL BE GROUNDED IN ACCORDANCE
THE ENDS OF ALL CONDUITS REQUIRED TO BE GROUNDED
GROUND WIRE
ENCLOSURE
EQUIPMENT
CONDUIT
METAL
BUSHING
GROUNDING
NOTES:
1.
2605-203
NTS
CONDUIT GROUNDING
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
GROUND ROD
CONDUCTOR
GROUNDING
#2/0 BARE CU
TO EACH MCC GROUND BUS
FROM EACH TRANSFORMER RING
PROVIDE GROUND CONDUCTOR
PLAN
G
G
GG
2605-204
NTS
PAD MOUNTED TRANSFORMER GROUNDING
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
MIN
1/2" (4# MIN) REBAR
1’-0"
2’-6"
MIN
2"
20’ LONG MIN, 2 TYP
INSTALL A GROUND BUS.
GROUNDS MUST BE CONNECTED IN ONE LOCATION,
WHERE MULTIPLE INSTRUMENT SURGE SUPPRESSOR
AS REQUIRED
BEND AROUND CORNERS
TO EQUIPMENT
GROUND CONDUCTORS
NEAR EQUIPMENT LOCATION
GROUND BUS, INSTALL
GROUND CLAMP OR
GRADE
FINISH
OR WALL
EMBED IN FOUNDATION
FOUNDATION
BOTTOM OFBARE CU
#2 AWG
WELD
EXOTHERMIC
NOTES:
1.
2605-206NTS
GROUND ELECTRODE
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
2"
WALL
NOTE
5/8" ANCHOR BOLT,
BUSHING
FLOOR
6"
2"
18"
VA
RIE
S
3"
3/4" 2" 4" 4" 2" 3/4"
LENGTH TO SUIT
SPACER, SEE NOTE
SCHEDULE 80 PVC
TO SUIT, TYP
WASHERS. SIZE
BOLTS, NUTS AND
SILICON BRONZE
WELD TO CABLE
EXOTHERMIC
CONNECTOR
GROUND CABLE
CONDUIT
NON-METALLIC
ON DRAWING)
(SIZE AS SHOWN
GROUND CABLE
3/8" THICK
COPPER BAR
HARD DRAWN
GROUND BUS,
PLAN
ELEVATION
NOTES:
MAXIMUM SPAN BETWEEN SUPPORTS NOT TO EXCEED 24".1.
2605-208
NTS
GROUND BUS
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
1
SINGLE RACK
CONCRETE STRUCTURE
BOTTOM OF STEEL OR
NOTE 3
TO WALL, NOTE 2
UNLESS BRACED
OF BEAM ABOVE
ROOF OR FLOOR TOP
SEISMIC BRACE TO
NOTE 2
FRAMING CHANNEL
AS REQUIRED, NOTE 1
5"
MIN
MIN
1.5
REQUIRED
SIZE AS
CONDUIT
NOTES:
5.
4.
3.
2.
1.
DISTURBING ADJACENT CONDUITS.
SPACE CONDUIT SUFFICIENTLY TO ALLOW REMOVAL OF ONE CONDUIT WITHOUT
USE STAINLESS STEEL HARDWARE IN WET AND/OR CORROSIVE AREAS.
TYPE AND SIZE AS REQUIRED BY TOTAL LOADS.
USE UNIVERSAL CONCRETE INSERT, FRAMING CHANNEL WITH #4 x 3’-0" BELOW.
AT STEEL STRUCTURE, USE MALLEABLE BEAM CLAMP. AT CONCRETE STRUCTURE,
RECOMMENDATIONS AND SEISMIC REQUIREMENTS.
SUPPORT RODS, CONNECTIONS AND BRACES PER MANUFACTURER’S
DETERMINE SPAN AND TYPE OF SUPPORTS, LOCATE SUPPORTS, AND SIZE
BETWEEN CONDUITS.
LENGTH VARIES WITH NUMBER OF CONDUITS TO BE SUPPORTED AND SPACING
2605-300
NTS
CONDUIT RACKING SYSTEM
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
1
DOUBLE RACK
NOTE 2
FRAMING CHANNEL
CONDUIT SIZE AS REQUIRED
NOTE 2
TO WALL,
UNLESS BRACED
BEAM ABOVE
FLOOR TOP OF
TO ROOF OR
SEISMIC BRACE5"
MIN
5"
MIN
AS REQUIRED, NOTE 1
MIN
1.5
CONCRETE STRUCTURE
BOTTOM OF STEEL OR
NOTE 3
NOTES:
5.
4.
3.
2.
1.
DISTURBING ADJACENT CONDUITS.
SPACE CONDUIT SUFFICIENTLY TO ALLOW REMOVAL OF ONE CONDUIT WITHOUT
USE STAINLESS STEEL HARDWARE IN WET AND/OR CORROSIVE AREAS.
TYPE AND SIZE AS REQUIRED BY TOTAL LOADS.
USE UNIVERSAL CONCRETE INSERT, FRAMING CHANNEL WITH #4 x 3’-0" BELOW.
AT STEEL STRUCTURE, USE MALLEABLE BEAM CLAMP. AT CONCRETE STRUCTURE,
RECOMMENDATIONS AND SEISMIC REQUIREMENTS.
SUPPORT RODS, CONNECTIONS AND BRACES PER MANUFACTURER’S
DETERMINE SPAN AND TYPE OF SUPPORTS, LOCATE SUPPORTS, AND SIZE
BETWEEN CONDUITS.
LENGTH VARIES WITH NUMBER OF CONDUITS TO BE SUPPORTED AND SPACING
2605-301
NTS
CONDUIT RACKING SYSTEM
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
CONDUIT CLAMPS
REQUIRED, NOTE 3
ON CENTER. LENGTH AS
MOUNTED MAXIMUM 5’-0"
CONDUIT SUPPORT CHANNEL
FLOOR
CATWALK
CHANNEL
CATWALK
NOTES:
LOCATE AND SIZE SUPPORTS FOR VERTICAL AND LATERAL LOADS.
MOUNTING HARDWARE SHALL BE STAINLESS STEEL.
TO ACCELERATED CORROSION SHALL BE PVC COATED RIGID STEEL.
EXPOSED CONDUIT AND CONDUIT CLAMPS IN AREAS SUBJECT
3.
2.
1.
2605-302NTS
CONDUIT RACKING SYSTEM, VERTICAL
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
UN
SU
PP
OR
TE
D
CONSTRUCTION NOTES ON DRAWINGS.
FOR STABILITY AND SEISMIC LOADS. SEE GENERAL ELECTRICAL
SIZE TOP AND ANY INTERMEDIATE LATERAL SUPPORTS AS REQUIRED
ALL HARDWARE SHALL BE STAINLESS STEEL.
WITH THIS DETAIL.
CONTROL DEVICES ARE REQUIRED SHALL BE MADE IN ACCORDANCE
A FLEXIBLE CONNECTION IS REQUIRED AND NO JUNCTION BOXES OR
INSTALLATION OF CONDUIT TO A MOTOR OR OTHER DEVICE WHERE
"T" CONDULET
FLOOR 1’-0"
MIN
3.
2.
1.
10’-0"
MA
XIM
UM
VA
LU
E A
LL
OW
ED B
Y N
EC O
R
LE
NG
TH S
HA
LL N
OT E
XC
EE
D M
AXIM
UM
OTHER DEVICE
TO MOTOR OR
FLEX CONDUIT (1" MIN SIZE)
RIGID METAL CONDUIT
CONCRETE ANCHORS
A MINIMUM OF 4
FLOOR FLANGE AND
SUPPORT, NOTE 3
NOTES:
2605-303
NTS
CONDUIT TO EQUIPMENT FROM CEILING
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
LB CONDULET
FINISH GRADE
WALL
BUILDING
EXISTING
CONDULET
LB
NOTES:
ONE PART POLYURETHANE IMMERSIBLE SEALANT.
SEAL OPENING AROUND CONDUIT, INSIDE, AND OUTSIDE, WITH
DRILL HOLE USING METHODS THAT LEAVE A SMOOTH OPENING.
WITH THIS DETAIL IF NOT OTHERWISE INDICATED.
INSTALL CONDUITS THROUGH EXISTING WALLS IN ACCORDANCE
2.
1.
2605-304
NTS
CONDUIT ENTRANCE
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
SPACER
NOTE 4
L 2 1/2 x 2 1/2 x 3/16,
FOR CONDUIT, MINIMUM
SIZE ALUMINUM ANGLE
CONDUIT
BETWEEN AL AND CONCRETE
BITUMASTIC COATING
PROVIDE FELT SPACER OR
THREADED COUPLING
LE
NG
TH A
S R
EQ
UIR
ED
18" MINIMUM
FLEX TO EQUIPMENT
CONCRETE ANCHORS
1/2" STAINLESS STEEL
MINIMUM TWO
UNDERGROUND
WHERE INSTALLED
RS ELBOW, PVC COATED
DRILLED HOLE
SLAB OR
"FLOATING"
USE WITH
SLAB
PASSES THROUGH
WHERE CONDUIT
IMMERSIBLE SEALANT
POLYURETHANE
AND FILL WITH ONE PART
PROVIDE A PVC SLEEVE
CONDUIT CLAMP
STAINLESS STEEL
NOTES:
AND ANCHORS FOR SEISMIC LOADS.
FOR ANY ANGLE GREATER THAN 2’-6" TALL, SIZE ANGLE SUPPORT
AN EQUIPMENT BASE, WALL, COLUMN, ETC, AS REQUIRED ABOVE.
ARE NOT OTHERWISE SUPPORTED IN A RIGID MANNER SUCH AS AGAINST
THIS DETAIL SHALL BE USED FOR SUPPORT OF ALL CONDUITS WHICH
END OF THE CONDUIT.
PROVIDE SUPPORT FOR ALL PVC CONDUIT WITHIN 3 INCHES OF THE
OF THE CONDUIT.
THAN 18 INCHES OUT OF THE SLAB WITHIN 3 INCHES OF THE END
PROVIDE SUPPORT FOR ALL METAL CONDUITS WHICH EXTEND MORE
4.
3.
2.
1.
2605-305
NTS
CONDUIT TRANSITION AND SUPPORT
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
CONDUIT
1" MIN
WALL
CONCRETE
IMMERSIBLE SEALANT
POLYURETHANE
PACK WITH ONE PART
SEEP RING
PIPE SLEEVE WITH
GALVANIZED STEEL
PLUS 1" MIN
OD OF CONDUIT
2605-307
NTS
CONDUIT UNDERGROUND ENTRANCE
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
2" MAX
OF EXISTING BUILDING EXTERIOR WALLS ARE BELOW GRADE.
USE WATERTIGHT CONDUIT SEAL WHERE CONDUIT PENETRATIONS
NEOPRENE
CLOSED CELL
CLAMP, TYP
STEEL
STAINLESS
DRILLED HOLE
CORE
CONDUIT
STRUCTURE
INSIDE OF
SEAL DEVICE
ENTRANCE
WATERTIGHT
NOTES:
1.
SLEEVE
NEOPRENE
FLEXIBLE
SEALANT AS SPECIFIED
WITH TYPE 5 OR TYPE 12
FILL SPACE BEHIND SEAL
2605-308b
NTS
WATERTIGHT WALL CONDUIT SEAL
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
PLUG
COUPLING
CONDUIT
FLOOR
FINISHED
NOTES:
WITH THIS DETAIL.
FUTURE EXTENSION SHALL BE INSTALLED IN ACCORDANCE
CONDUITS WHICH ARE STUBBED UP IN A CONCRETE SLAB FOR1.
2605-309NTS
FLUSH CONDUIT STUB
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
2605-310
NTS
SLAB PENETRATION
:NOTES
SPECIFICATIONS
REQUIRED, SEE
CONDUIT. FOR TYPE
THROUGH SLAB
CONDUIT PASSES
COMPOUND WHERE
PLASTIC EXPANDABLE
AND FILL WITH A SUITABLE
PROVIDE A PVC SLEEVE
DETAIL.
ACCORDANCE WITH THIS
SHALL BE INSTALLED IN
AND EQUIPMENT PADS
CONCRETE FLOOR SLABS
1. ALL CONDUITS THROUGH
SLAB
STRUCTURAL
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
6"
CONDUIT
3" CANT
8"
ROOF
SLEEVE
20 GA METAL
IN ACCORDANCE WITH THE REQUIREMENTS OF THIS DETAIL.
CONDUITS WHICH PASS THROUGH A ROOF SHALL BE INSTALLED
ALL AROUND
SEALANT
AS REQUIRED
PIPE STRAP
ADJUSTABLE
FLASHING
20 GA METAL
NOTES:
1.
2605-312
NTS
FLASHING
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
D
MIN
4"
MIN5"
MIN4" 2’-0" LAP
@18" OC MAXIMUM, WITH
#4 LONGITUDINAL BARS
MIN
4"
NOTES:
UNDER ALL CONCRETE ENCASED DUCT RUNS.
PROVIDE 6" MINIMUM COMPACTED GRAVEL, 3/4" MINUS, 1.
2605-400b
NTS
DUCT BANK
CONDUCTOR, TYP
COPPER GROUND64"
64" MINIMUM
LARGER CONDUITS
D = 3" FOR 2" AND
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
2605-400c
NTS
DUCT BANK
D
D D
D
D D
MIN4"
MIN5"
MIN
4"
MIN
4"
MIN4"
MIN
4"
CONDUCTOR, TYP
COPPER GROUND
LEGS 1’-0" MIN
CTRS, VERT
#4 @ 18"
CONCRETE COVER.
CONDUIT SEPARATION AND
CONTINUE PATTERN OF REBAR,
FOR LARGER DUCT BANKS,
LEGS 1’-6" MIN
CTRS, VERT
#4 @ 18"
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
FINISH GRADE
SPACERS
D
D
BE MADE IN ACCORDANCE WITH THIS DETAIL.
INCLUDE THREE OR MORE CONDUITS OR DUCTS SHALL
INSTALLATION OF DIRECT BURIAL DUCT BANKS WHICH
D = 2"MIN FOR <2 INCH CONDUIT
D = 3"MIN FOR 2"-6" CONDUIT
BACKFILL
EARTH
COMPACTED
MAX 4’-0" APART
TIE DOWN WIRE,
#12 GALV IRON
HAND TAMP
CONDUITS,
3" BELOW
ABOVE AND
MATERIAL 3"
PIPE ZONE
BEDDING AND
BACKFILL WITH
(> 600 VOLTS)
3’-0 MIN
(< 600 VOLTS)
2’-0" MIN
NOTES:
1.
2605-420
NTS
UNDERGROUND CONDUIT IN NON-PAVED AREAS
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
"D"
CONDUIT
(IF APPLICABLE)
TOPPING DETAIL
SEE TRENCH AC
BACKFILL
EARTH
COMPACTED
TAPE
3" WIDE DETECTABLE
PLASTIC, MAGNETIC
12"
MIN
3"
(2-DUCTS)
1’-2" MIN
(1-DUCT)
8" MIN
MIN
2"
MIN
2"
MIN3"
SMALLER CONDUIT
D = 2" MIN FOR 1 1/2" AND
LARGER CONDUIT
D = 3" MIN FOR 2" AND
36"
MIN (> 6
00 V
OLTS)
24"
MIN (< 6
00 V
OLTS)
GRADE
FINISH
MATERIAL
PIPE ZONE
BEDDING AND
COMPACTED
2605-423b
NTS
TRENCH AND CONDUIT PLACEMENT
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
EARTH BACKFILL
SUBGRADE
BASE6"
WILL VARY
CONDITIONS
ONLY, ACTUAL
REFERENCE
SHOWN FOR
SURFACING
EXISTING
CONDITIONS
EXCEED EXISTING
COURSE, MATCH OR
BITUMINOUS SURFACE
PAVEMENT
AC
SETBACK
6" MIN
TO TOP OF DUCT
3’-0" MIN (>600 VOLTS)
2’-0" MIN (<600VOLTS)
NOTES:
TYPICAL FOR EXISTING PAVEMENT AREAS THAT ARE USED BY VEHICLES.1.
2605-424
NTS
TRAFFIC TRENCH AC TOPPING
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
NOTE 3
DUCT BANK
WIDTH VARIES
WID
TH V
ARIE
S1’-6"
TY
P
2’-3" MIN
PLAN
GROUND
CU BC
#2/0 AWG
1 AND 2
PER NOTES
INSCRIBE
BANK
DUCT
GROUND
#6 AWG BC
ROD
GROUND
NOTES:
INSTALL #2/0 AWG BARE COPPER GROUND CENTERED ON TOP OF ALL DUCT RUNS.
INSCRIBE "ELECTRICAL LOW VOLTAGE" IF ALL CIRCUITS IN MANHOLE ARE 600V OR LESS.
INSCRIBE "ELECTRICAL HIGH VOLTAGE" IF ANY CIRCUIT IN MANHOLE IS ABOVE 600V.
3.
2.
1.
2605-443a
NTS
MANHOLE-WITH GROUNDING
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
VA
RIE
S A
S
4"
2’-6" MIN
1’-6"
MIN
AND
SECTION
FINISH GRADE
GROUND ROD
2605-445 2605-446
SEE SCHEDULE
WIDTH VARIES,
MIN
6"
MIN
1’-0"
MIN
1’-0"
SE
E S
CH
ED
ULE
DE
PT
H V
ARIE
S, M
IN
1’-6"
NU
MB
ER O
F D
UC
TS
RE
QUIR
ED P
ER
REQUIRED
RINGS AS
GRADING
BOLTS & SEALING RING
WITH BRONZE LOCKING
CAST IRON ROUND COVER
INSERTS
4 LIFTING
RACKS
FOR CABLE
3 EACH FACE
INSERTS
CHANNEL
"C"
TYP
GROUND,
RACK
CABLE
GROUND
#6 AWG BC
3/4" MINUS
DEEP MIN,
GRAVEL, 12"
COMPACTED
AROUND DRAIN
GRAVEL, ALL
10 CF 1" TO 1 1/2"
WITH GRATE
8" MIN DRAIN
(TOP AND BOTTOM)
2 EACH CORNER
8 PULLING IRONS,
TYP
PIPES AT KNOCKOUTS,
THICKNESS AROUND
GROUT TO FULL WALL
2605-443b
NTS
MANHOLE-WITH GROUNDING
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
2"
GROUND ROD
RE
QUIR
ED 4
8"
MIN
WID
TH A
S
SECTION
ENTRANCE,
FOR CONDUIT
BANK ENTRANCE,
ENCASED DUCT
FOR CONCRETE
LIFT BRACKETS
HINGED COVER
BOLTED
EMBEDDED OR
ALL SIDES. MAY BE
SUPPORT BRACKET
CABLE RACKS OR
2605-445
2605-446
2’-0"
MIN
4" TYP
SEE SCHEDULE
LENGTH VARIES,
SE
E S
CH
ED
ULE
DE
PT
H V
ARIE
S,
MIN
1’-0"
MIN
12"
AS REQUIRED
GRADING RINGS
"ELECTRICAL"
INSCRIBE
(TYP FOR 4)
SCREWS,
COVER LOCKING
AND FRAME HS-20 LOADING
STEEL TRAFFIC DUTY COVER
HOT-DIPPED GALVANIZED
GRADE
FINISH
DUCT BANK
CONCRETE ENCASED
CONDUIT OR
3/4" MINUS
DEEP, MIN
GRAVEL, 12"
COMPACTED
WITH GRATE
6" MIN DRAIN
AROUND SUMP
GRAVEL, ALL
10 CF 1" TO 1 1/2"
KNOCKOUTS, TYP
AROUND PIPES AT
WALL THICKNESS
GROUT TO FULL
PLAN
4 LIFTING INSERTS
2605-444NTS
HANDHOLE
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
PVC CONDUIT
PVC END BELL
MANHOLE WALL
OF HANDHOLE/
OUTSIDE FACE
MANHOLE WALL
OF HANDHOLE/
INSIDE FACE
KNOCKOUTS, TYP
AROUND PIPES AT
WALL THICKNESS
GROUT TO FULL
2605-445
NTS
CONDUIT HANDHOLE/MANHOLE ENTRANCE
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
#4@18"
BL
OC
KO
UT A
S R
EQ
UIR
ED
DUCT BANK
ENCASED
CONCRETE
BUILDING
MANHOLE OR
HANDHOLE/
INSIDE OF
NOTES:
1.
2605-446
NTS
EXTEND REBAR A MINIMUM OF 2’ BEYOND THE LIMIT OF EXCAVATION.
CONDUIT HANDHOLE/MANHOLE ENTRANCE
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
SIZE AS REQUIRED
INSULATORS, NUMBER AND
CABLE RACK, HOOKS AND
2605-448
NTS
CABLE RACK
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
3/16
BOTTOM OF TRAY
1.5 MIN
1
USE STAINLESS STEEL HARDWARE IN WET OR CORROSIVE AREAS.
SEISMIC REQUIREMENTS.
BRACES PER MANUFACTURERS RECOMMENDATIONS AND
SUPPORTS, AND SIZE SUPPORT RODS, CONNECTIONS AND
DETERMINE SPAN AND TYPE OF SUPPORTS, LOCATE
COATING AS PER SPECIFICATIONS.
FROM HOT DIP GALVANIZED STEEL. REPAIR ALL DAMAGED
ALL CABLE TRAY SUPPORT MATERIAL SHALL BE FABRICATED
TURNBUCKLE
MIN 3/8" EYE BOLT
TURNBUCKLE
TURNBUCKLE
CABLE TRAY
HOLD DOWN CLIP
3" 1"
TYP
MIN,
3.
2.
1.
SST BOLTS
MIN 5/8"
EA END
THREADED
MIN 3/8" ROD
THREADED EA END
MIN 3/8" ROD
UNISTRUT
MIN 1 5/8"
NOTE 2
BEAM CLAMP,
ATTACHMENT OR
WELDED BEAM
NOTE 2
ANCHOR,
CONCRETE
CONNECTION
BEAM SUPPORT
CONNECTION
CONCRETE SLAB
AS SHOWN ON PLAN
WIDTH OF TRAY (WOT)
NOTES:
TO WALL, NOTE 2
UNLESS BRACED
DECK/SLAB ABOVE
ROOF OR FLOOR
SEISMIC BRACE TO
ABOVE
TO STRUCTURE
2605-700
NTS
CABLE TRAY SUPPORT
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
CABLE TRAY
SIZE AS NOTED
CONDUIT DROP,
SIZE AS REQUIRED
GROUND CONDUCTOR,
SIZE AS REQUIRED
PARALLEL CLAMP,
UNLESS OTHERWISE INDICATED
GROUND CONDUCTOR
2/0 BARE COPPER STRANDED
THROAT, SIZE AS REQUIRED
BUSHING WITH INSULATED
INSULATING GROUNDING
NOTES:
AND HAVE NO SHARP CORNERS.
FASTENING HARDWARE IN TRAY SHALL BE ROUNDED1.
CLAMP
CABLE TRAY
2605-702
NTS
CONDUIT DROP INTO CABLE TRAY
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
3/16
TO 1
0 F
EE
T O
R L
ES
S (6’-0"
MIN)
1
1.5 MIN
FRAMING CHANNEL
"T" CONDULET
WATERTIGHT CORD FITTING
CONTROL DEVICE
TRAY CABLE
CONDUIT BUSHING
TRAY CABLE
MIN 1/2" ALUMINUM BASE PLATE
NON-SHRINK GROUTFINISH FLOOR
4’-0"
A
LL
OW
ED B
Y T
HE N
EC A
ND
CO
ND
UIT L
EN
GT
H T
O M
AX V
AL
UE
S
AS R
EQ
UIR
ED T
O LIM
IT U
NS
UP
PO
RT
ED
TO CABLE TRAY
CONDUIT UP
BRACED TO WALL.
DECK/SLAB ABOVE, IF NOT
EXTEND TO ROOF OR FLOOR
SEISMIC BRACE ABOVE CEILING.
CONDUIT CLAMP
STAINLESS STEEL
CONDUIT BUSHING
NIPPLE AND
GREATER, SEE NOTE 2
AND MIN C6x3.0 IN SEISMIC ZONES 2 AND
MIN AL C4x2.16 IN SEISMIC ZONES 0 AND 1
CORD FITTING
WATERTIGHT
BOLTS WITH LEVELING NUTS (4 REQUIRED)
MIN 1/2" CONCRETE ANCHORS OR ANCHOR
NOTES:
LOADS.
SIZE SUPPORT POST, TOP BRACE(S) AND CONNECTIONS FOR VERTICAL AND LATERAL
TOP CONNECTION TO ALLOW FOR 5/8" VERTICAL STRUCTURE DEFLECTION.
FOR SUPPORT HEIGHTS EXCEEDING 6’-0", EXTEND SUPPORT TO STRUCTURE ABOVE.
2.
1.
2605-703
NTS
OVERHEAD FEED FROM CABLE TRAY
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
TO CABLE TRAY
3/16
CONTROL DEVICE
ALUMINUM MIN C6x3.0
CONDUIT BUSHINGTRAY CABLE
"T" CONDULET
TRAY CABLE
NON-SHRINK GROUTFINISH FLOOR
4’-0"
MA
X,
NO
TE 2
CORD FITTING
WATERTIGHT
CONDUIT CLAMP
STAINLESS STEEL
BOLTS WITH LEVELING NUTS (4 REQUIRED)
1/2" CONCRETE ANCHORS OR ANCHOR
(4" PARALLEL TO CHANNEL WEB)
WITH 3"x4" OPENING AT CONDUITS
1/2"x10"x10" ALUMINUM PLATE
NOTES:
STRUCTURE ABOVE WHERE REQUIRED BY CALCULATION.
200 LBS, SIZE POST AND CONNECTION FOR LATERAL LOADS. EXTEND POSTS TO
FOR HEIGHTS EXCEEDING 4’-0" OR WEIGHTS OF MOUNTED EQUIPMENT EXCEEDING
SPLIT-LOCK WASHERS UNDER ALL NUTS AND BOLTS.
ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL. USE WASHERS AND
2.
1.
NIPPLE AND CONDUIT BUSHING
FITTING
WATERTIGHT CORD
2605-704
NTS
UNDERFLOOR FEED FROM CABLE TRAY
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
2624-201
PLACARD,
OSHA/NEC
NAMEPLATE(S)
MANUFACTURER’S
RECOMMENDATIONS
PER MANUFACTURER’S
SIZE, AND LOCATIONS,
INSTALL NUMBER,
WITH SST NUTS.
ANCHOR BOLTS
DETAILS
SEE STRUCTURAL
EQUIPMENT PAD,
2622-006
NTS
TRANSFORMER MOUNTING
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
2622-007
NTS
CEILING
WALL
L 2 1/4"X2 1/4"X1/4"
WELDED
NOTES:
WALL TO ASSURE THAT IT IS CAPABLE OF SUPPORTING THE LOAD.
INSTALLATION INSTRUCTIONS. PROVIDE REINFORCING OF THE
INSTALLED IN ACCORDANCE WITH THE MANUFACTURER’S
WHERE WALL MOUNTING BRACKETS ARE USED THEY SHALL BE1.
BRACKET
WALL MOUNTING
12" (M
IN)
DRY TYPE TRANSFORMER MOUNTING
SECONDARY PANEL24" (M
IN)
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
2650-003
HANDHOLEFOR LEVELING
NUTS TOP AND BOTTOM
POLE MANUFACTURER.
CIRCLE AS REQUIRED BY
ANCHOR BOLTS AND BOLT
GROUT 1" MIN
NON-SHRINK
LUMINAIRE SCHEDULE
REQUIREMENTS, SEE
FOR POLE
DRAWINGS (2 MIN)
ELECTRICAL
CONDUIT, SEE
NOTES:
2.
1.
HANDHOLE.
CONDUITS SHALL BE STUBBED UP TO WITHIN SIX INCHES OF POLE
USE STAINLESS STEEL ANCHOR BOLTS, NUTS AND LOCKWASHERS.
CONCRETE SLAB
GROUND TO POLE
*6 BARE CU
4-#5
#4@6"
NTS
TYPICAL LIGHT POLE BASE IN SUPPORT WALL
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
2650-004
HANDHOLE
LUMINAIRE SCHEDULE
REQUIREMENTS, SEE
FOR POLE
NTS
NOTES:
SST PL1/2"x14"x1’-2"BOLTS BY POLE MFR
BASEPLATE AND ANCHOR
BEAM
STEEL SUPPORT
TYPICAL LIGHT POLE BASE TO STEEL SUPPORT BEAMS
3/16
3/16TYP
PL1/2" x 12" x 6"
PL1/2" x REQD
BEAM
STEEL SUPPORT
(4) 5/8" DIA BOLTS
1 1/4"
TY
P
6"1/4"
3.
2.
1.
COATING REPAIR PROCEEDURES.
PREPARE AND REAPPLY COATING IN ACCORDANCE WITH APPROVED
IF NEW HOLES ARE DRILLED IN COATED STRUCTURAL SUPPORT BEAMS,
COORDINATE CONDUITS WITH ELECTRICAL DRAWINGS.
USE STAINLESS STEEL PLATES, ANCHOR BOLTS, NUTS AND LOCKWASHERS.
1/4"
1/4"
3"
TY
P
2650-003 IF NECESSARY.
GROUT SIMILAR TO DETAIL
USE LEVELING NUTS AND
SURFACE SHALL BE LEVEL;
LIGHT POST SUPPORT
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
2650-102
NTS
EXTERIOR BUILDING LIGHTING CONTROL
N
120VON
OFF
AS SHOWN
ON ENGRAVED PLATE
POSITIONS INDICATED
SWITCH (SL) WITH SWITCH
TYP
LUMINAIRE,
AUTO
PHOTOCELL
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
2650-105
NTS
MULTI-POLE LIGHTING CONTACTOR CONTROL
00X
X00
AUTOOFF
ON
PC
C
C
CPT
COIL
120 VOLT
CONTACTOR
LIGHTING
HELD
ELECTRICALLY
TO POLE-MOUNTED LIGHTS
REQUIRED
AS
CONTACTS
480V, 3PH
LIGHTING CONTACTOR CABINET
CC
DRAWINGS
SEE
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
DIA
"L"
FOR PROPER ORIENTATION OF POLE, COORDINATE WITH SITE PLANS.
CONDUITS SHALL BE STUBBED UP TO WITHIN 6 INCHES OF THE POLE HANDHOLE.
INSTALL 2 CONDUITS (MINIMUM) PER POLE.
USE STAINLESS STEEL NUTS AND LOCKWASHERS.
2’-6"
"L"
2" CLR
4.
3.
2.
1.
DIAMETERHEIGHT
MAX POLE
ELECTRICAL DRAWINGS
CONDUIT, SEE
NOTES:
PAVEMENT
BARS
VERTICALHOOP BARS
(EQUALLY SPACED RADIALLY)
REINFORCING BARS
SEE TABLE FOR VERTICAL
BARS AND SPACING
SEE TABLE FOR HOOPGROUND ROD
SOIL
OR UNDISTURBED
GRANULAR FILL
COMPACTED
2"
3"
BASE COVER
BASE PLATE
PO
LE H
EIG
HT
(SE
E T
AB
LE)
HOOP BARADDITIONAL
DRAWINGS
SEE ELECTRICAL
LIGHT POLE,
1" CHAMFER
NON-SHRINK GROUT
BOTTOM FOR LEVELING.
MANUFACTURER. NUTS TOP AND
CIRCLE AS REQUIRED BY POLE
ANCHOR BOLTS (4 MIN) AND BOLT
THERMAL WELD
#6 CU GROUND TO POLE
2656-207
NTS
PAVED AREA LIGHT POLE FOOTING
20’ #4@12" OC(8) #55’-0"2’-0"
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
3123-918NTS
LAWN AREA TRENCH BACKFILL SECTION
TY
P
NOTES:
4"
TY
P
UN-COMPACTED.
LAYER, SHOULD BE INSTALLED, SMOOTHED, BUT LEFT
THE TOP 6" OF TRENCH BACKFILL, BENEATH THE TOPSOIL
1.
2.
SEE NOTE 2
6"
3.
SEE NOTE 3
SPECIFIED,
INSTALLED AS
TOPSOIL
MIN
10"
BY THE ENGINEER
OTHERWISE APPROVED
SETTLEMENT UNLESS
PROVIDE MOUND FOR NOTE 3 & 5
SOD, SEE
4
SEE NOTE
TYPE S1,
TOPSOIL
IN ISPWC SD-301
PIPE ZONE AS SPECIFIED
TRENCH BACKFILL &
ACCORDANCE WITH CURRENT OSHA REQUIREMENTS.
EXCAVATIONS FOR CONSTRUCTION AND SAFETY AND IN
CONTRACTOR SHALL SLOPE TRENCH WALLS OR SHORE
TRENCH AND TO THE LIMITS SPECIFIED.
TOPSOIL AND SOD SHALL EXTEND 2 FEET BEYOND TOP OF
4.
SECTION 206.
FERTILIZER AND SOIL CONDITIONING SHALL CONFORM TO ISPWC
5.
INSTALLATION.
CONTRACTOR TO SUBMIT TYPE AND SOURCE PRIOR TO
SOD SHALL BE OF SIMILAR TYPE AS SURROUNDING AREA.
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
3212-211NTS
TYPICAL AC PAVEMENT SECTION
3’ 12.0’ MIN 2’ TYP
1’ MIN
6"
MIN
2% MIN 2% MIN
3" CLASS I AC PAVEMENT
SEE PLANS
FINISH GRADE,
COMPACTION
3/4’’ MINUS WITH CLASS A
4" TYPE I CRUSHED ABC,
COMPACTION
MINUS WITH CLASS A
8" TYPE II CRUSHED ABC, 2"
SEE NOTE A
PREPARED SUBGRADE,
PER ISPWC SD-708
VALLEY GUTTER
COMPACTION
3/4" MINUS WITH CLASS A
6" TYPE I CRUSHED ABC,
IS REQUIRED WHERE SUBGRADE IS SILTY.
PRIOR TO PLACING SUBBASE COURSE. SUBGRADE SEPARATION GEOTEXTILE
PREPARED SUBGRADE SHALL BE INSPECTED BY GEOTECHNICAL ENGINEERA.
NOTE:
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
3213-241
2% SLOPE
NOTE:
4"
4"
5.0’ TYP, SEE NOTE
3213-247SIM DETAIL STOOP-FFE INTERFACE,
3213-247
FFEFACILITY
1. WIDTH OF CONCRETE STOOP SHALL BE MIN
OR STAIRS.
1’-0" WIDER THAN THE WIDTH OF THE DOOR
SEE
INTERFACE,
STOOP
SIDEWALK
1/2" R,
NTS
TYPICAL CONCRETE STOOP DETAIL
SEE NOTE 2SUBGRADE,PREPARED
COMPACTION MINUS WITH CLASS A
" 434" TYPE I CRUSHED ABC,
SILTY.
GEOTEXTILE IS REQUIRED WHERE SUBGRADE IS
SUBBASE COURSE. SUBGRADE SEPARATION
GEOTECHNICAL ENGINEER PRIOR TO PLACING
2. PREPARED SUBGRADE SHALL BE INSPECTED BY
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
3213-247
1/2"
1/8" R
1/4"
1/4"
JOINT
EXPANSION
1/2" (OR STOOP)
SIDEWALKFACILITY FFE)
STOOP (OR
NTS
STOOP-FFE) INTERFACE
SIDEWALK-STOOP (&
PJF
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
3215-260NTS
GRAVEL SURFACING
CLASS A
ABC COMPACTION
MINUS CRUSHED
8" MIN TYPE I 3/4"
COMPACTION CLASS A
TRENCH BACKFILL ABOVE PIPE ZONE,
EARTHFILL & PREPARED SUBGRADE OR
PROVIDE WORK SIM TO TYPE 1 GRAVEL ACCESS ROAD PER ISPWC SD-304.B.
REQUIRED WHERE SUBGRADE IS SILTY.
TO PLACING SUBBASE COURSE. SUBGRADE SEPARATION GEOTEXTILE IS
PREPARED SUBGRADE SHALL BE INSPECTED BY GEOTECHNICAL ENGINEER PRIOR A.
NOTES:
GRAVEL ROAD SURFACING
CLASS A OR MATCH EXST
CRUSHED, ABC COMPACTION
4" MIN TYPE I 3/4" MINUS
COMPACTION CLASS A
TRENCH BACKFILL ABOVE PIPE ZONE,
EARTHFILL & PREPARED SUBGRADE OR
GRAVEL SURFACE RESTORATION
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
3231-410
BRACE
2’-10"
MIN
2"
72"
LINE POST
TRUSS ROD
2"
MIN
2’-10"
10’-0"10’-0" MAX
2"
LINE POST CONNECTION TOP RAIL CONNECTION
NOTES:
TYPICAL CORNER POST
TYPICAL PULL POST
CORNER BASE
16" DIA CONC
BAR, TYP
STRETCHER
POST, TYP
CORNER
SPACE 24" MAX
WIRE CLIP
NO. 9 GALV
BASE, TYP
9" DIA CONC
ABOVE GROUND
TO BE 10" MAX
BOTTOM TIE
SPACE 12" MAX
WIRE CLIP
NO. 9 GALV
WIRE NO. 7
TENSION
BASE, TYP
9" DIA CONC
TY
P
MIN,
TY
P
MIN,
BANDS, TYP
STRETCHER
SPACING
MAX POST
IF SPECIFIED
TOP RAIL,
TENSION WIRE
ROD ASSEMBLY
3/8 " TRUSSPOST
LINE
PULL POST
PULL BASE
16" DIA CONC
POSTS.
TO OUTSIDE OF
FABRIC ATTACHED
POSTS.
OF ALL CORNER
GATES AND SIDE
ROD REQUIRED AT
BRACE AND TRUSS
2.
1.
NTS
CHAIN LINK FENCE
2" CHAIN LINK FABRIC
BARBED WIRE
3 STRANDS
TOP RAILBARBED WIRE
3 STRANDS 2" CHAIN LINK FABRIC
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
3471-810NTS
TYPICAL BOLLARD
CONCRETE
FILL SOLID WITH
GALVANIZED POST
(EACH SIDE)
DRAINAGE HOLES
1"
FINISH GRADE
PEA GRAVEL
FORM (SONOTUBE)
LAMINATED FIBRE
CONCRETE FILLED
PLUG
CONVEX GROUT
OF FIBRE FORM
SUIT INSTALLATION
SUFFICIENT SIZE TO
CORE HOLE OF
4’
MIN
3’
3’
MIN
4"
MIN
16"
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
2-1/2"
3"
4"
6"
8"
10"
12"
14"
16"
20"
24"
2-1/2"
2-1/2"
3"
4"
4"
3"
3"
3"
3"
6"
6"
DIMENSION TABLE
SIZE
PIPE
PIPE SIZENOMINALMINIMUM
"A"
"A"
FLANGE
STANDARD PIPE
GROUTNON-SHRINK MINIMUM 1 1/2"
NOTE:
ANCHORAGE AS SPECIFIED.
SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND
BY CALCULATIONS
AS REQUIRED
SIZE AND NUMBER
CONCRETE ANCHORS,
PIPE MINIMUM
STANDARD WALL
BY CALCULATIONS,
SIZE AS REQUIRED
PIPE SUPPORT
PRE-ENGINEERED
2 1/2" THRU 24" PIPE
NTS
SADDLE SUPPORT PEDESTAL TYPE - ADJUSTABLE
4005-500
PIPE SUPPORT
30" 6"
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
2-1/2"
3"
4"
6"
8"
10"
12"
14"
16"
20"
24"
2-1/2"
2-1/2"
3"
3"
3"
3"
3"
3"
3"
4"
DIMENSION TABLE
4"
SIZE
PIPE
NTS
4005-501
SADDLE SUPPORT PEDESTAL TYPE - NON-ADJUSTABLE
PIPE SIZENOMINALMINIMUM
"A"
CALCULATION
AS REQUIRED BY
SIZE AND NUMBER
CONCRETE ANCHORS,
"A"
NOTE:
ANCHORAGE AS SPECIFIED.
SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND
PIPE FLANGE
STANDARD
U-BOLT
PRE-ENGINEERED
2 1/2" THRU 24" PIPE
GROUT
NON-SHRINK
MINIMUM 1 1/2"
PIPE MINIMUM
STANDARD WALL
BY CALCULATIONS,
SIZE AS REQUIRED
PIPE SUPPORT
PRE-ENGINEERED
PIPE SUPPORT
30" 4"
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
4005-503
PIPE SUPPORT - WALL MOUNTNTS
REQUIRED
SPACER BLOCK AS
PIPE SIZE 4" MAX
PIPE STRAPPRE-ENGINEERED
REQUIRED BY CALCULATIONSANCHORS, SIZE ASMASONRY OR CONCRETE
CONCRETE WALLMASONRY OR
1.
2.
NOTES:
STRAP WHERE REQUIRED.
PROVIDE PIPE PROTECTION BARRIER AS SPECIFIED. FABRICATE OVERSIZE
ONLY FOR VERTICAL PIPES.
3.
NOT FOR USE ON CEILINGS OR BOTTOMS OF BEAMS.
4.
AS SPECIFIED.
SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND ANCHORAGE
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
NTS
WALL BRACKETPRE-ENGINEERED
MASONRY WALL CONCRETE OR
4" THRU 24"
PIPE SIZE
U BOLT
PRE-ENGINEERED
PIPE CHAIRPRE-ENGINEERED
BY CALCULATIONSSIZE AS REQUIREDANCHOR, TYPICAL, CONCRETE OR MASONRY
AS SPECIFIED.
SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND ANCHORAGE
WALL BRACKET SHALL BE MEDIUM HEAVY DUTY AS REQUIRED BY CALCULATIONS.
NOTES:
2.
1.
PIPE SUPPORT - WALL MOUNTED MEDIUM 4005-508
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
NTS
4005-511
1
2
3
4
6
55
B. ALL ASTM A36 PLATE STEEL, ASTM A53 TUBING, ASTM A307 ROLLED THREAD.
NOTES
A. CORROSION RESISTANT GALVANIZED FINISH.
HEIGHT7" MIN.
C. "STANDON" MODEL S89 FLANGE SUPPORT (OR EQUAL).
6. 1-1/2" x 6" THRU STUD (TYP).
FINAL HEIGHT ADJUSTMENT.
5. TACK WELD JOINT AFTER
TO FLOOR.
4. ANCHOR BOLT SUPPORT
3. FLOOR.
2. PIPE.
VERIFY BOLT PATTERN.
1. FLANGE ASSEMBLY
PIPE FLANGE SUPPORT
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
TURNBUCKLE
1.
PIPE DIA ROD DIA
24"
ROD SIZES FOR CLDI
12" THRU 16"
18" AND 20"
LE
NG
TH A
S R
EQ
D
TO M
AIN
TAIN E
L
1/2"
5/8"
3/4"
CL PIPE
HANGER ROD
NOTES:
CONTACT LENGTH
U-BOLT FOR FULL
SEAL WELD TO
PLACE WITHIN &
24"-42" PIPE
SADDLE FOR
MIN
1’-0"
MIN
1’-0"
SADDLE.
HANGERS FOR PIPES 24" AND LARGER SHALL BE EQUIPPED WITH 1/4"x4" STEEL PLATE
PER TABLE
ROD DIA
DIA PIPE
12" THRU 42"
4005-554
ANCHORS
UNDER CUT
OVERHEAD PIPE HANGER
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
RISER SAME SIZE
AS HOSE VALVE
ATTACH RISER TO
STIFFENER WITH
CONCRETE PAD REQD
IF NOT PENETRATING
SLAB
VALVE BODY
2’-0"x2’-0"x8"
GALV U-BOLT, TYP
C4X5.4 GALVANIZED
CHANNEL STIFFENER
1.
NOTES:LINE
WATER SUPPLY
NTS
NON-FREEZE POST HYDRANT
4027-154
SEE NOTES 1&2.
3’-0" F
OR Y
AR
D H
YD
RA
NT
HY
DR
AN
TS
YA
RD
3’-0" F
OR
44"
AT H
AN
DR
AIL
SLAB OR GRATING
FOR YARD HYDRANTS
AROUND VALVE BODY
1 1/2" TO 1" GRAVEL
FEET OF SELECTED
INSTALL 2 CUBIC
2.
AERATION BASIN
BOTTOM OF PIPE AT
DRILL 3/16" HOLE AT
AERATION BASINS
TO BASIN AT
VALVE TO DRAIN
ATTACH TO HANDRAIL AT AERATION BASINS.
SHALL BE GALVANIZED STEEL.
CHANNEL STIFFENER AND RISER ATTACHMENT HARDWARE
1" V935 ELSEWHERE
1 1/2" V935 AT AERATION BASIN
HOSE VALVE:
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
BE
LL DIA + 6"
BE
LL DIA + 4"
EARTH SIDE
2’-0"
MAX
2’-0"
MAX
1.
NOTES:
WITH SPECIFIED PAINT SYSTEM BEFORE GROUT PLACEMENT.
NON-SHRINK GROUT. DRY PACK FROM EARTH SIDE. COAT WALL PIPE
BONDING AGENT OVER EXISTING CONCRETE SURFACE BEFORE PLACING
REINFORCING STEEL TO INSTALL PIPE. APPLY APPROVED WATERPROOF
IN EXISTING CONCRETE, BREAK OUT WALL AND REMOVE ONLY ENOUGH
JOINT, TYP
MECHANICAL
RESTRAINED
DI PIPE
PUSH-ON JOINT
NTS
4027-602
FACE OF WALL
TERMINATES AT INSIDE
FLUSH PLAIN END IF PIPE
MECHANICAL JOINT WALL PIPE
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
1.
NOTES:
AROUND
2" ALL
+ 1", MIN
OD OF PIPE
STEEL PIPE SLEEVE
SCHEDULE 40
SEEP RING
1/4 " THICK
WATERTIGHT
JOINT SHALL BE
SILICONE SEALANT,
DOW CORNING 732 RTV
WITH WATERPROOF
FILL ANNULAR SPACE
PASSING PIPE
4027-604.dgn 2014\09\10
NTS
4027-604
WHERE WALL IS EXISTING, CORE DRILL HOLE AND DO NOT INSTALL PIPE SLEEVE.
SLEEVE AND SEEP RING AS SPECIFIED.
DO NOT USE WHERE SUBJECT TO HYDROSTATIC PRESSURE. PAINT ENTIRE
2.
TYPE B PIPE SLEEVE
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
4027-605.dgn 2014\09\25
NTS
D
CENTERLINE OF WALL
MINIMUM THICKNESS
STEEL SEEP RING 1/4"
D+4" 14" AND LARGER
D+2" THRU 12"
BOTH SIDES
AROUND
SEAL WELD
ON PLANS
SHOWN
ENDS AS
STEEL PIPE
9" MINIMUM
PIPE INSTALLATION,
AS REQUIRED FOR
STEEL WALL PIPE
4027-605
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
PASSING PIPE
AS SPECIFIED
SST BOLTS AND NUTS,
SEAL ASSEMBLY WITH
MODULAR MECHANICAL
4027-607.dgn 2014\12\04
NTS
4027-607
WALL PIPE PENETRATION SEAL
ASSEMBLY MANUFACTURER
BY MECHANICAL SEAL
DIAMETER RECOMMENDED
WALL CORE DRILL TO
CMU OR PRE-CAST CONCRETE
FOR EXISTING CONCRETE,
JOINT TO BE WATERTIGHT
TO PROTECT THREADS,
FILL WITH SILICONE CAULK
DRY INTEREOR WALL
PIPE SLEEVE. SEE NOTE 1
STRUCTURES CORE DRILL & OMIT
NEW STRUCTURES. FOR EXISTING
PIPE SLEEVE WITH SEEP RING FOR
GROUT, NOTE 2
FILL WITH NON-SHRINK
EXTERIOR WALL
WATER SIDE OR
2. WHERE PIPE PASSES THROUGH INTERIOR WALL, GROUT IS NOT REQUIRED.
IMMEDIATELY.
CORE DRILLING. IF EMBEDDED ITEMS ARE FOUND, NOTIFY THE ENGINEER
ULTRASONIC TEST OR X-RAY THE AREA FOR EMBEDED ITEMS BEFORE
1. WHERE EXISTING CONCRETE STRUCTURE IS TO BE CORE DRILLED,
NOTES:
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
PASSING PIPE
NTS
NOTE 2
WALL
EXIST CONC
REMAIN CENTERED IN CORE DRILL.
SURFACES AS RECOMMENDED BY GROUT MANUFACTURER. PIPE SHALL
FILL SPACE WITH NON-SHRINK GROUT. CLEAN AND PREPARE CORE-DRILL
CORE DRILL HOLE DIAMETER SHALL BE PIPE O.D. + 2 1/2".
2.
1.
NOTES:
4027-610
WALL PENETRATION SEAL
CORE DRILL
NO
TE 1
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
4’-0"
MIN
STD VALVE BOX
ON PLANS
SIZE AS NOTED
SUPPLY LINE,
BACKFILL
GRANULAR
4 CU FT MIN
NTS
4027-642
FLANGE OF ELBOW.
FLANGE & SST BOLTS ON BOTTOM
MESH SST WIRE FABRIC WITH RING
ON DRAIN PORT AND INSTALL #16
PROVIDE FLANGED ELBOW DOWN
FOR V410:
STEEL CLAMP.
SECURE TO PIPE WITH STAINLESS
WIRE FABRIC OVER PIPE END.
STAINLESS STEEL #16 MESH
4" LONG DRAIN PIPE WITH
FOR V411:
OR GREATER.)
LESS. V410 FOR 3"
(V411 FOR 2" OR
3-WAY PLUG VALVE
STOP AND DRAIN VALVE BOX
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
NTS
DISSOLVED OXYGEN PROBE INSTALLATION
4091-162G
DO
AE
PVC PIPE
1 1/2" DIA
SCREWS
LOCKING
AND SWIVEL
PIPE LOCKING,
TO AIT. PROVIDE 20’ OF SENSOR CABLE
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
AS REQUIRED
LENGTH
INSERTION
FITTING
COMPRESSION
TYP
CONDUIT,
ENCLOSURE
TERMINAL
NEMA 4X
AS PROCESS PIPE
SAME MATERIAL
3/4" THREADOLET
VARIES, SEE SPECS
PROCESS PIPE, SIZE
90° FROM VERTICAL
BETWEEN VERTICAL AND
INSTALLATION SHOULD BE
INSTRUCTIONS
MANUFACTURER’S
INSTALL PER
FLOW DIRECTION ARROW,
NOTES:
FOLLOW MANUFACTURER’S REQUIREMENTS FOR STRAIGHT PIPE RUN.
4091-210NTS
FOR PROCESS AIR SERVICE
THERMAL MASS FLOW ELEMENT INSTALLATION
FIT
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
4091-219NTS
MAGNETIC FLOWMETER INSTALLATION
:NOTES
1.
2.
BONDING WIRE.
AND TAPPED FOR
FACTORY DRILLED
METER FLANGES
PIPELINE
WITH MAGMETER)
FLANGE (SUPPLIED
ATTACHED TO METER
GROUNDING RING
RING
GROUNDING
TAB ON
TYP
BONDING CABLES,
#8 AWG GRN/YEL
THAN 6’, INSTALL CONDUCTOR IN 3/4" CONDUIT.
NO. 8 AWG INSULATED IF LENGTH IS LESS THAN 6’. IF MORE
(NOTE 1)
WIRE
GROUND
FLOW ELEMENT OR ALTERNATE GROUND CONNECTION AT:
BOND MAGMETER TO POWER CIRCUIT GROUND CONDUCTOR AT
A) NEAREST AVAILABLE EQUIPMENT GROUND CONNECTION POINT.
B) SEPARATE TAIL FROM EMBEDDED GROUND MAT.
SEE SPECIFICATIONS)
REMOTELY MOUNTED
TRANSMITTER (MAY BE
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
BY INSTRUMENT MANUFACTURER.
COMPONENTS DESIGNATED BY ARE SUPPLIED
PRIOR TO CONCRETE PLACEMENT.
COAT FLOOR PIPE WITH SPECIFIED PAINT SYSTEM
NOTES:
1’-4" MAX
REQUIREMENTS
TO SUIT INSTRUMENT
DRILL AND TAP
AND NUTS
NYLON BOLTS
GASKET
NEOPRENE
FLOOR SLAB
FINISHED
PIPE 316 SST
EXTENSION
TRANSDUCER
ULTRASONIC
SEEP RING, CENTERED IN SLAB
PIPE WITH INTEGRALLY CAST
8" STAINLESS STEEL FLOOR
TO JUNCTION BOX
FLEXIBLE CONDUIT
LIQUID TIGHT
TRANSMITTER
IN CONDUIT TO
SENSOR CABLES
4091-253NTS
CONCRETE ROOF
ULTRASONIC LEVEL ELEMENT INSTALLATION -
NTS
4091-265
SUBMERSIBLE LEVEL TRANSDUCER STILLING WELL
TO INSTALL STILLING WELL
CORE DRILL HOLE IN CONCRETE LID
6" SCHEDULE 80 PVC PIPE
12"
OC
8’-0"
MA
X
STILLING WELLDO NOT GLUE ONTOCABLE PENETRATION.DRILL 1/2" HOLE FORPROVIDE 6" PVC CAP.
2"
SIDES AT 12" OC
DRILL HOLES ON 2 OPPOSITE
OR GRATINGPUMP STATION LID
TRANSDUCER
NON-FOULING SUBMERSIBLE
GROMMET
WATERPROOF CABLE
CABLEINSTRUMENT
JUNCTION BOX
TERMINAL
1. COMPONENTS DESIGNATED BY ARE SUPPLIED BY INSTRUMENT MANUFACTURER.
NOTES:
CONCRETE ANCHORS (TYP)
WALL WITH 3/8"x5" MIN EMBED SST
FRAMING CHANNEL. SECURE TO
USING SST PIPE CLAMPS AND SST
SUPPORT STILLING WELL ON WALL
4091-386
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
NTS
4091-275F
TYPICAL FLOAT TYPE LEVEL SWITCH INSTALLATION
2.
1.
NOTES:
OF SWITCH ACTUATION LEVEL
TO ALLOW FOR ADJUSTMENT
MIN OF 1’-0" SLACK IN CABLE
TO JUNCTION BOX, PROVIDE
SWITCH
LEVEL
SWITCH
LEVEL
ANCHORS, TYP316 SST CONCRETE
MANUFACTURER.
COMPONENTS DESIGNATED BY ( ) ARE SUPPLIED BY INSTRUMENT
CABLE PENETRATIONS.
PROVIDE LIQUID-TIGHT GROMMET CORD CONNECTOR FITTINGS FOR
8" DIA OPENING
TO REACH BOTTOM OF WET WELL
LENGTH AS NECESSARY
316 GRADE SST CHAIN,
CABLE CLAMP
CABLE CLAMP
PLATE, NOTE 1
1/4" THICK 316 SST AND FASTEN CHAIN TO I-BOLT
ON BOTTOM OF THE PLATE
PROVIDE 316 SST I-BOLT
15 POUND VINYL-COATED ANCHOR
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
8"
MA
X
PROCESS PIPE
1.
DIRECT MOUNTING
NOTES:
INDICATOR (PI)
PRESSURE
TAP
TEST
INSTALLATIONS, MOUNT DEVICE DIRECTLY ABOVE TEST TAP.
INDICATOR AND SWITCH INSTALLATION SHOWN. FOR SINGLE INSTRUMENT
PRESSURE SWITCH (PS)
CONNECTION
USED AT PROCESS PIPE
SIZE AND MATERIAL AS
1/2" OR 3/4" PIPE, SAME
SEE 4091-305A 4091-305BOR
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
4091-304A
PRESSURE SWITCH AND INDICATOR INSTALLATIONNTS
NOTES:
NTS
4091-304D
2.
1.
OFFLINE ANNULAR SEAL FOR PRESSURE INSTRUMENTS
3/4" FEMALE HOSE COUPLING
3/4" V300
BUSHING
CALLOUT ON DRAWINGOR TRANSMITTER, PERPRESSURE GAUGE, SWITCH,
NIPPLE (TYPICAL)SCH. 80 STAINLESS STEEL
SERIES 742 VERT TAPSERIES 42 - HORIZ TAPREDVALVE ANNULAR SEAL
V300 BALL VALVE
OR HALF-COUPLINGWELD-ON THREAD-O-LETSERVICE SADDLE, OR FITTING TAPPING BOSS,
OR HEADERPROCESS PIPE
8" AND LARGER.
PROVIDE 2" NIPPLES, ISOLATION BALL VALVE, AND ANNULAR SEAL FOR PIPES
6" AND SMALLER.
PROVIDE 1" NIPPLES, ISOLATION BALL VALVE, AND ANNULAR SEAL FOR PIPES
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
CEMENT LINE STEEL PIPE, CAST IRON PIPE AND DUCTILE IRON PIPE
PVC AND CPVC PIPE
FEMALE NPT BUSHING
SOLVENT WELD BY
REDUCING TEE W/
SOLVENT WELD
STRAP SADDLE
1/2" TAP, DOUBLE
1/2" SST PIPE
PIPE ON PVC
3/4" SCHED 80 PVC
PIPE ON CPVC,
3/4" SCHED 80 CPVC
1/2" V-308
3/4" V-330
4091-305A
NTS
PRESSURE CONNECTION INSTALLATION
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
3/16
STEEL & SST PIPE 3 1/2" & SMALLER
STEEL & SST PIPE 4" & LARGER
FRP PIPE
NPT CONNECTION
DRILL & TAP FOR 3/4"
CPVC BLIND FLANGE,
SAME MATERIAL AS PIPE
1/2" THREADOLET
MATERIAL AS PIPE
BUSHING SAME
SCREWED TEE WITH
FRP TEE
1/2" SST PIPE
1/2" SST PIPE
80 CPVC PIPE
3/4" SCHED
1/2" V-308
1/2" V-308
3/4" V-330
4091-305B
PRESSURE CONNECTION INSTALLATIONNTS
4’-6"
RO
UN
D O
FF A
LL E
XP
OS
ED E
DG
ES A
ND C
OR
NE
RS.
3/1
6
3/1
6
1.
2.
NO
TE
S:
GR
OU
T
1"
NO
NS
HRIN
K
W/S
ST B
OLTS,
NU
TS & W
AS
HE
RS
SE
CU
RE I
NS
TR
UM
EN
T T
O S
TA
NC
HIO
N
MO
UN
TIN
G H
OLE
S T
O S
UIT I
NS
TR
UM
EN
T
INSTRUMENT
TO SUIT
INS
TR
UM
EN
T
AP
PLIC
ATIO
N
FO
R O
UT
DO
OR
RE
QUIR
ED
SU
N S
HIE
LD
2’-0" MIN
6"
2’-0"
MIN
6"
6"
6"
2"
1 1/2"
OR S
MA
LL P
AN
EL
INS
TR
UM
EN
T
SID
ES A
S R
EQ
UIR
ED
TA
CK W
EL
D T
O T
OP &
SH
EE
T 1
0 G
A A
LU
MIN
UM,
BA
CK F
OR
ME
D O
F SIN
GLE
WA
SH
ER
S, T
YP O
F 4
WIT
H S
ST N
UTS A
ND
3/8" S
ST S
TU
D B
OLT
MIN
3"
CO
RN
ER
S
ED
GE
S &
RO
UN
D
FO
OT
MO
UN
TIN
G
INS
TR
UM
EN
T
EN
CL
OS
UR
E
INS
TR
UM
EN
T
BA
CK P
LA
TE
SU
N S
HIE
LD
14 G
A A
LU
MIN
UM
SIN
GLE S
HE
ET
FO
RM
ED O
F
TO
P & SID
ES
3.
RE
FE
R T
O A
RE
A C
LA
SSIFIC
ATIO
N T
AB
LE
S F
OR A
NC
HO
R M
AT
ERIA
L R
EQ
UIR
EM
EN
TS.
PAIN
T A
LU
MIN
UM I
N C
ON
TA
CT W
ITH C
ON
CR
ET
E A
CC
OR
DIN
G T
O S
PE
CIFIC
ATIO
NS F
OR P
AIN
TIN
G.
4.
ORIE
NT I
NS
TR
UM
EN
T M
OU
NTIN
G S
TA
NC
HIO
N S
O T
HE O
PE
N SID
E O
F T
HE S
UN S
HIE
LD F
AC
ES N
OR
TH.
SUIT I
NS
TR
UM
EN
T
AL L
EN
GT
H T
O
L M
IN 2-1/2"x
2"x
1/4"
INS
TR
UM
EN
T
LE
NG
TH T
O S
UIT
L M
IN 2-1/2"x
2"x
1/4"
AL
2605-0
08
B
ELE
CT
RIC
AL D
ET
AIL
2 A
ND HIG
HE
R), S
EE
6x3.0
0 I
N S
EIS
MIC Z
ON
ES
SEIS
MIC Z
ON
ES 0 A
ND 1,
CH
AN
NE
L (
MIN 4
x2.1
6 I
N
PL M
IN 1/2"x
12"x
12", A
L
AN
CH
OR
S
MIN (4) 1/2"
CO
NC
RE
TE
SE
CU
RE T
O S
LA
B W
ITH
5.
SU
BMIT FIN
AL D
ESIG
N A
ND C
AL
CU
LA
TIO
NS F
OR S
UP
PO
RT A
ND A
NC
HO
RA
GE A
S S
PE
CIFIE
D.
AS A
PP
LIC
AB
LE
UNIS
TR
UT (S
HO
WN)
SU
PP
OR
T A
NG
LE O
R
INS
TR
UM
EN
T/H
OO
D
NTS4091-382
STANCHION
CASE MOUNTED INSTRUMENTS -
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
2’-6"
4’-6"
ROUND OFF ALL EXPOSED EDGES AND CORNERS.
G
4"x2" AL REDUCER
3/16
3/16
3/16
1.
2.
2" SCHED 40 AL PIPE
4" SCHED 40 AL PIPE
NOTES:
GROUT
1" NONSHRINK
SEE
FOR OUTDOOR APPLICATION,
RAIN HOOD REQUIRED
W/SST BOLTS, NUTS & WASHERS
SECURE INSTRUMENT TO STANCHION
MOUNTING HOLES TO SUIT INSTRUMENT
INS
TR
UM
EN
T
TO S
UIT
SPECIFICATIONS FOR PAINTING.
PAINT ALUMINUM IN CONTACT WITH CONCRETE ACCORDING TO
SUIT INSTRUMENT
AL LENGTH TO
L 2-1/2"x2"x1/4"
INSTRUMENT
INSTRUMENT
LENGTH TO SUIT
L 2-1/2"x2"x1/4" AL
PL 1/2"x12"x12", AL
ANCHORS
(4) 1/2" SST CONCRETE
SECURE TO SLAB WITH
4091-383
4091-384
4091-383
NTS
STANCHION SUPPORT
FOR CASE MOUNTED INSTRUMENTS
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
2’-0"
MIN
6"
2’-0" MIN
6" 6" 6"
2"
1. ALL EXPOSED EDGES TO BE GROUND SMOOTH AND BURR FREE.
2.
1 1/2"
NOTES:
OR SMALL PANEL
INSTRUMENT
SIDES AS REQUIRED
TACK WELD TO TOP &
SHEET 10 GA ALUMINUM,
BACK FORMED OF SINGLE
AS APPLICABLE
UNISTRUT (SHOWN)
SUPPORT ANGLE OR
INSTRUMENT/HOOD
WASHERS, TYP OF 4
WITH SST NUTS AND
3/8" SST STUD BOLT
MIN3"
10 GA ALUMINUM
SINGLE SHEET
FORMED OF
TOP & SIDES
CORNERS
EDGES &
ROUND
RAINHOOD
FOOT
MOUNTING
INSTRUMENT
ENCLOSURE
INSTRUMENT
HOLES FOR INSTRUMENT, SEE
BRACKET. DRILL HOLES IN RAIN HOOD AS PER MOUNTING
MOUNT RAIN HOOD BETWEEN INSTRUMENT AND MOUNTING
4091-383 4091-385OR
RAIN HOOD INSTALLATION
4091-384NTS
TOE BOARD
SEE
FOR OUTDOOR APPLICATION,
RAIN HOOD REQUIRED
EN
TR
Y, 6"
MIN
FO
R C
ON
DUIT
SP
AC
E A
S R
EQ
D
INS
TR
UM
EN
T
TO S
UIT
UNISTRUT, TYP
EXPOSED CORNERS OF
GRIND SHARP EDGES OFF
INSTRUMENT
TOP HANDRAIL
HANDRAIL POST
MIDDLE HANDRAIL
BOTTOM HANDRAIL
NUTS & WASHERS
W/ SST BOLTS,
TO UNISTRUT
SECURE INSTRUMENT
SST UNISTRUT BOLTS & NUTS
W/4 SST PIPE CLAMPS, 1/4"
SECURE TO HANDRAIL
REQUIREMENTS.
INSTRUMENT MTG
REQD, SPACE TO SUIT
UNISTRUT, LENGTH AS
(2) 1-5/8"x1-5/8" SST
4091-384
(3-RAIL OR PICKET) SHOWN IN THE DRAWINGS.
1. GENERAL: COORDINATE ATTACHMENT WITH THE TYPE OF RAIL
NOTES:
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
4091-385
MOUNTED INSTRUMENTS
TYPICAL HANDRAIL MOUNTING FOR CASE
NTS
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
INSTRUMENT
TO S
UIT
INS
TR
UM
EN
T
4’-6"
SEE
FOR OUTDOOR APPLICATION,
RAIN HOOD REQUIRED
WALL
FLOOR SLAB
UNISTRUT, TYP
EXPOSED CORNERS OF
GRIND SHARP EDGES OFF
4091-384
NUTS & WASHERS
W/ SST BOLTS,
TO UNISTRUT
SECURE INSTRUMENT
SST CONC ANCHORS.
& BOT WITH (4) 1/2" DIA
SECURE TO WALL TOP
REQUIREMENTS.
INSTRUMENT MTG
AS REQD, SPACE TO SUIT
UNISTRUT SST, LENGTH
(2) 1-5/8"x1-5/8"
4091-386
INSTALLATION
SHORT WALL MOUNTED PANEL INSTRUMENT
NTS
4091-388NTS
INSTALLATION
WALL MOUNTED PANEL OR INSTRUMENT
4091-382
4’-6"
316 SST UNI STRUT
STUD NUT
1.
FLOOR SLAB
NOTES:
SHALL HAVE A SUN SHIELD, SEE .ALL INSTRUMENTS AND PANELS LOCATED OUTDOORS
REFER TO AREA CLASSIFICATION TABLES FOR ANCHOR MATERIAL REQUIREMENTS.2.
STEEL PLATE
CONCRETE WALL OR
FOR STEEL PLATE
OR BLIND ANCHORS
CONCRETE ANCHORS
WITH MIN (4) 1/2"
SECURE TO WALLTHE INSTRUMENT
1" BEYOND ALL SIDES OF
TO EXTEND A MINIMUM OF
PLATE, ROUND EDGES, SIZED
PROVIDE MIN 1/4" AL MOUNTING
3.AS SPECIFIED.SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND ANCHORAGE
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
4091-391NTS
SUPPORT BRACKET
2"
1/4" GALVS U-BOLT
3/16
1/2"
1-1/2"
3/16
PLAN
ELEVATION
TY
P
1"
ON STL ANGLE
PL 3/16"x6"x6" STL, CENTER
ON STL ANGLE
CENTER VERTICALLY
PL 3/16"x3"x3" STL,
1-1/2" GALVS PIPE
ANCHORS
W/ (4) 3/16" CONC
SECURE TO WALL
L 2"x1-1/2"x1/4" STL
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
480770-NAMPA WWTP PHASE 1 UPGRADES - PROJECT GROUP A
PROTECTION
TRANSIENT SURGE
DUPLEX RECEPTACLE
W
H N G
CR
1
FEED POWER
LOSS OF
CR1
GROUND BUS
#8
LOAD
SUIT
SIZE TO
LOAD
SUIT
SIZE TO
GROUND
TO NEAREST
SHIELDS#10
DC POWER
EDCO HSP-121BT; OR EQUAL
(NOTE 1)
120VAC
H
N
ENCLOSURE
PANEL
SHIELD BUS
1" X 1/4 1" X 1/4" COPPER
LENGTH AS REQUIREDLENGTH AS REQUIRED
(TO UPS)
PANEL EXTERIOR
COVER ON CONTROL
MOUNTED W/WP
RECEPTACLE FLUSH
SINGLE NEMA 5-20R
CORD GRIP
STRAIN RELIEF
WATERTIGHT
UPS)
PLUG (FROM
W/NEMA 5-20P
6 FT LONG
"SO", 3/C#14,
POWER CORD:
TO PLC
REDUNDANT DC
POWER SUPPLIES
OR INSTRUMENT
AND I/O MODULE,
FOR EACH PLC,
SEPARATE CIRCUITS
USE THIS DETAIL FOR THK-LCP-001 AND SCL-LCP-001.2.
CIRCUITS WITH TRANSIENT SURGE PROTECTION AS SHOWN.
IF LOAD EXCEEDS 15 AMPS PROVIDE ADDITIONAL PARALLEL 1.
NOTES:
PROTECTION
TRANSIENT SURGE
DUPLEX RECEPTACLE
W
H N G
CR
1
FEED POWER
LOSS OF
CR1
GROUND BUS
#8
LOAD
SUIT
SIZE TO
LOAD
SUIT
SIZE TO
GROUND
TO NEAREST
SHIELDS#10
DC POWER
EDCO HSP-121BT; OR EQUAL
(NOTE 1)
120VAC
H
N
ENCLOSURE
PANEL
SHIELD BUS
1" X 1/4 1" X 1/4" COPPER
LENGTH AS REQUIREDLENGTH AS REQUIRED
(TO UPS)
PANEL EXTERIOR
COVER ON CONTROL
MOUNTED W/WP
RECEPTACLE FLUSH
SINGLE NEMA 5-20R
CORD GRIP
STRAIN RELIEF
WATERTIGHT
UPS)
PLUG (FROM
W/NEMA 5-20P
6 FT LONG
"SO", 3/C#14,
POWER CORD:
TO PLC
REDUNDANT DC
POWER SUPPLIES
OR INSTRUMENT
AND I/O MODULE,
FOR EACH PLC,
SEPARATE CIRCUITS
USE THIS DETAIL FOR THK-LCP-001 AND SCL-LCP-001.2.
CIRCUITS WITH TRANSIENT SURGE PROTECTION AS SHOWN.
IF LOAD EXCEEDS 15 AMPS PROVIDE ADDITIONAL PARALLEL 1.
NOTES:
NTS
4091-406BG
PANELS WITH EXTERNAL LOCAL UPS
TYPICAL PANEL POWER DISTRIBUTION FOR
90%
CO
NTR
AC
T DO
CUM
ENTS
WBG031014203505BOI
City of Nampa Wastewater Treatment Plant Phase I Upgrades: Group A–Liquid Stream Upgrades
December 2014
FIN
AL
SPEC
IFIC
ATIO
NS
Volume 6—Supplementary InformationVolume 5—Design DetailsVolume 3—Specifications (Division 26 through Division 44)Volume 2—Specifications (Division 02 through Division 23)Volume 1—Specifications (Division 00 through Division 01)