CONDENSATE DRAIN TRAP (TYP) - Find RFP

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


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


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


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.


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


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


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:




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


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


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


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


GRADEGROUNDING WELL

GRAVEL

GROUND ROD

TYPE ABG, OR EQUAL

"O-Z/GEDNEY"

CONNECTORS:

GROUNDING

CONDUCTOR

GROUNDING

2605-202

NTS

GROUND TEST WELL


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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"


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


"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


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


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


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


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


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


#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


SIZE AS REQUIRED

INSULATORS, NUMBER AND

CABLE RACK, HOOKS AND

2605-448

NTS

CABLE RACK


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


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


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


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:




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


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


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)


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


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


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


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


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"


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.


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:


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


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


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


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


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"


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"


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"


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


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


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


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


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:


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


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


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


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:


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


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


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


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


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



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


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


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


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



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


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 -


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



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


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:


4091-385

MOUNTED INSTRUMENTS

TYPICAL HANDRAIL MOUNTING FOR CASE

NTS


INSTRUMENT

TO S

UIT

INS

TR

UM

EN

T

4’-6"

SEE


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


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



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)

Documents

CONDENSATE DRAIN TRAP (TYP) - Find RFP