DETAIL

NUMBER DETAIL DESCRIPTION

SERIES 0300

0330-056 CONCRETE EQUIPMENT PADS - 2 OF 2

0330-106 SURFACE TREATMENT OF NEW OPENINGS IN EXISTING CONCRETE

SERIES 0500

0512-056 BEAM/WALL CONNECTION - STEEL

0559-077 PIPE SUPPORT - 2 OF 2

SERIES 2000

2605-005 EQUIPMENT MOUNTING PEDESTAL

2605-006 RAILING MOUNTED EQUIPMENT SUPPORT

2605-012 PEDESTAL MOUNTED DEVICE

2605-013 PEDESTAL MOUNTED DEVICE AT RAILING

2605-013A PEDESTAL MOUNTED DEVICE AT RAILING

2605-017 CONDUIT SUPPORT ON STRUCTURE

2605-100 TERMINATION OF SHIELDED INSTRUMENTATION CABLE - 1 OF 2

2605-100C UNACCEPTABLE METHOD OF GROUNDING INSTRUMENTATION CABLE SHIELD - SHEET 2 OF 2

2605-101A SUBMERSIBLE PUMP/MIXER CONTROL STATION

2605-203 CONDUIT GROUNDING

2605-302 CONDUIT RACKING SYSTEM

2605-308 WATERTIGHT WALL CONDUIT SEAL

SERIES 4000

4027-607 PASSING PIPE WALL PENETRATION WITH MODULAR MECHANICAL SEAL

4091-160 DISSOLVED OXYGEN SENSOR, ALUMINUM COVER INSTALLATION

4091-210 THERMAL MASS FLOW ELEMENT INSTALLATION FOR PROCESS AIR SERVICE

4091-305 PRESSURE CONNECTION INSTALLATION

4091-383 MULTIPLE CASE MOUNTED INSTRUMENTS - STANCHION

CITY OF WILSONVILLE DCN 012AERATION BASIN IMPROVEMENTS PROJECT

DCN 012

STANDARD DETAILS

DETAIL 2 OF 2

0330-056B.dgn 2019\03\25

NTS

0330-056

CONCRETE EQUIPMENT PADS

1.

2.

3.

4.

5.

6.

7.

8.

AB DIA (IN.)

MIN PAD HT (IN.)

1 2

7 10 11 15 18 21 24

1/2 5/8 3/4 7/8 1 1/4 1 3/8 1 1/2 1 3/4

8 1/2 12 1/2 16 1/2

EQUIPMENT BASES SHALL BE INSTALLED LEVEL UNLESS INDICATED OTHERWISE.

4"

1

1.5

6"

MIN

MIN

NOTE:

6"

1

1.5

6"

#5@12" EW T&B

MIN

1'-0"

MIN

NOTE:

2 - #4 @ TOP OF PAD

TYPE H

NOTES:

TYPE J

TYPE G

0330-105

0330-057

MAX

1 1/2" INDICATED BY THE MANUFACTURER AND APPROVED BY THE ENGINEER.

PAD SIZE SHALL BE MINIMUM INDICATED OR AS SHOWN ON THE PLANS OR AS

SHALL BE 8 TIMES THE BOLT DIAMETER.

MOVEMENT OF 1/2" IN ALL HORIZONTAL DIRECTIONS. THE MINIMUM SLEEVE LENGTH

ANCHOR BOLT SLEEVES SHALL BE USED TO PROVIDE MINIMUM ANCHOR BOLT

PAD IS BEING PLACED.

A TEMPLATE OR OTHER ACCEPTABLE MEANS, MATCHING THE BASE PLATE, WHILE

APPROVED BY THE ENGINEER. ANCHOR BOLTS SHALL BE HELD IN POSITION WITH

BOLTS SHALL BE DETERMINED BY THE EQUIPMENT MANUFACTURER AND AS

THE SIZE, NUMBER, TYPE, LOCATION, AND THREAD PROJECTION OF THE ANCHOR

SHALL NOT BE EXPOSED TO VIEW.

THE NON-SHRINK GROUT IS PLACED. WEDGES OR SHIMS THAT ARE LEFT IN PLACE

WEDGES, SHIMS, OR LEVELING NUTS SHALL BE USED TO SUPPORT THE BASE WHILE

4" MINIMUM EDGE DISTANCE IN EACH DIRECTION.

AND APPROVED BY THE ENGINEER. ANCHORS SHALL BE INSTALLED WITH

THAN 3/4" DIAMETER WHEN APPROVED BY THE EQUIPMENT MANUFACTURER

OF CAST-IN-PLACE ANCHOR BOLTS FOR EQUIPMENT ANCHOR BOLTS LESS

AT CONTRACTOR'S OPTION, CONCRETE ANCHORS MAY BE USED IN LIEU

MIN6"

ALL AROUND

EDGE OF SLAB

THICKENED

6"

#5 CONT

CLR FROM TOP SURFACE

#5@12" EW AT 2"

TYP

CHAMFER,

3/4"

GRADE

FINISH

SEE NOTE

ANCHORS,

CONCRETE

EQUIPMENT

ON PLANS

NOTED OTHERWISE

6" MIN, TYP UNLESS

ANCHORS SPECIFIED.

TO PAD IS REQUIRED, USE CONCRETE

WHEN ANCHORAGE OF EQUIPMENT

TYP

CHAMFER,

3/4"

ALL AROUND

EDGE OF SLAB

THICKENED 2 - #5 CONT

GRADE

FINISH

EQUIPMENT

SEE NOTE

ANCHORS,

CONCRETEON PLANS

NOTED OTHERWISE

6" MIN, TYP UNLESS

ANCHORS SPECIFIED.

TO PAD IS REQUIRED, USE CONCRETE

WHEN ANCHORAGE OF EQUIPMENT

W/ MECH

T.O. PAD, COORD

EQUIPMENT BASE

#4@12"

FOR THICKNESS SEE PLANS

SLAB OR SLAB ON GRADE,

EXST OR NEW SUSPENDED

PRIOR TO PLACING PAD

ROUGHEN AND CLEAN

CONSTRUCTION JOINT,

3/4" CHAMFER, TYP

4 1/2" MIN ALL AROUND

NON-SHRINK GROUT

1 1/2" FLUID

3" MIN ALL AROUND

CONCRETE ANCHOR

EMBED PER

@ 12" MAX, 4 MIN,

#5 ADHESIVE DOWEL

AFTER BOLTS ARE ALIGNED. SEE .

ANCHOR BOLT DIAMETER. SLEEVES SHALL BE FILLED WITH NON-SHRINK GROUT

THAN BOLT DIAMETER AND A MAXIMUM INTERNAL DIAMETER 3" GREATER THAN

ANCHOR BOLT SLEEVES SHALL HAVE A MINIMUM INTERNAL DIAMETER 1" GREATER

1'-0"

MIN

MINIMUM SHOWN, USE TYPE "B" EQUIPMENT PAD WITH BLOCKOUT.

EQUIPMENT OR PIPING ELEVATION REQUIRE A PAD HEIGHT LESS THAN THE

KEEP ANCHOR BOLT ABOVE SUPPORTING SLAB (SEE TABLE BELOW). WHERE

HEIGHT OF PADS SHALL BE MINIMUM REQUIRED FOR ANCHOR BOLT CLEARANCE TO

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CITY OF WILSONVILLE

Wilsonville, OR 97070

WWTP DBO

0330-106.dgn 2019\04\02

NTS

0330-106

OPENINGS IN EXISTING CONCRETE

NOTES:

WALL OR SLAB

EXST CONCRETE

SEE NOTE 2

SEE NOTE 3

NEW OPNG

3.

2.

1.

NEW OPENING IN EXISTING WALL OR SLAB

PLAN OR ELEVATION

SECTION

EXST REBAR

REMOVED, SEE PLANS

OR SLAB SECTION TO BE

EXST CONCRETE WALL

OR SLAB TO REMAIN

EXST CONCRETE WALL

AND REBAR, SEE NOTE 3

OF EXISTING CONCRETE

NEW SAW CUT SURFACE

SECTION 09 90 00. THE ENTIRE CUT SURFACE MAY BE COATED.

COAT MINIMUM 2" DIAMETER OVER AND AROUND CUT REBAR PER SPECIFICATION

REBAR AND CONCRETE BEYOND OPENING.

CORE DRILL CORNERS TO DIAMETER REQUIRED TO PREVENT OVER CUTTING OF

OPERATION IS COMPLETE.

SUPPORT ADJACENT ELEVATED SLABS AND CUT SLAB SECTION UNTIL CUTTING

SURFACE TREATMENT OF NEW

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2 1/2"3"

4"

TYP

3"

7" MIN

EMBED

3"3"

4"

TYP

6"

TY

P

3 1/2"

1 1/4"

1 1/4"

TY

P

BE

AM D

EP

TH

S

7" MIN

EMBED

3"3"

6"

3 1/2"

1 1/4"

TY

PT

YP

1 1/4"

TYP

4"

6"

BE

AM D

EP

TH

3"

8"

OR 1

0"

2 1/2"

3"

12"

3"

3"

MIN

6"

3 1/2"

6"

MIN

6"

MIN

6"

MIN

3 1/2"

3 1/2"

6"

MIN

6"

MIN

EMBED

7" MIN

1.3" DIMENSION TYPICAL EXCEPT 2 1/2" FOR 5" BEAMS AND 2" FOR 4" BEAMS.

2.

STEEL BEAM

3.

NOTES:

6"

MA

X

DE

PT

H

BE

AM

TURN, AND LOCK WITH DOUBLE NUT.

SLOTTED HOLES IN BEAM WEB AT ONE END. TIGHTEN NUTS SNUG TIGHT, BACK OFF 1/2

WHERE BOTH ENDS OF BEAM ARE ATTACHED TO A WALL, PROVIDE LONG HORIZONTALLY

SPACING AND EDGE DISTANCE AS SHOWN.

AS REQUIRED TO LOWER ANCHORS TO CLEAR REINFORCING WHILE MAINTAINING

PENETRATING RADAR OR OTHER ACCEPTABLE MEANS. ADD LENGTH TO CLIP ANGLES

INSTALLATION. FIELD LOCATE BEAM REINFORCING PRIOR TO FABRICATION WITH GROUND

DO NOT CUT EXISTING CONCRETE BEAM TOP REINFORCING DURING DRILL-IN ANCHOR

BEAM

STEEL

BEAM

STEEL

NOTE 1

SEE

3",

NO

TE 2

MIN, S

EE

NO

TE 2

MIN, S

EE

NO

TE 2

MIN, S

EE

ANCHORS

STUD TYPE ADHESIVE

W/ 6 - 3/4" DIA SST

L4x3 1/2x3/8x1'-2 1/2"

INSTALLATION

FLANGE FOR BEAM

COPE BOTTOM

IN BEAM WEB)

SLOTTED HOLES

SHORT HORIZONTAL

BOLTS (PROVIDE

3 - 3/4" DIA A325N

WALL OR BEAM

EXISTING CONCRETE

WALL OR BEAM

EXISTING CONCRETE

ANGLE 3"@45°

CLIP BOTTOM OF

ANCHORS

STUD TYPE ADHESIVE

W/ 4 - 3/4" DIA SST

L4x3 1/2x3/8x0'-8 1/2"IN BEAM WEB)

SLOTTED HOLES

SHORT HORIZONTAL

BOLTS (PROVIDE

2 - 3/4" DIA A325N

INSTALLATION

FLANGE FOR BEAM

COPE BOTTOM

LENGTH FOR 4" BEAM)

ANCHORS (0'-2 3/4"

TYPE ADHESIVE

2 - 3/4" DIA SST STUD

L7x4x3/8x0'-3" W/

WALL OR BEAM

CONCRETE

EXISTING

SLOTTED HOLES IN BEAM WEB)

(PROVIDE SHORT HORIZONTAL

2 - 3/4" DIA A325N BOLTS

ANGLE 3"@45°

CLIP BOTTOM OF

2019\04\020512-056.dgn

NTS

0512-056

BEAM / WALL CONNECTION - STEEL

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CITY OF WILSONVILLE

Wilsonville, OR 97070

WWTP IMPROVEMENT DBO

45°

0559-077B.dgn 2019\03\25

NTS

0559-077

EXPANSION SUPPORT - TYPE 'B'

1'-2"

FOR 1/16" +/- GAP AT TOP

WASHER SPACER AT BOLTS

CLAMP, PROVIDE PLATE

BENT PL3/8x5 SST PIPE

TO PIPE CLAMP

TEFLON SHEET BONDED

ALP, TYP

SST TUBE

4x4x1/4

AT 6 1/2" GA, 4" MIN EMBED

DIA SST WEDGE ANCHORS

3/4x9x1'-0" SST PL W/ 4 - 5/8"

3/16

3/16

CONC WALL

DETAIL 2 OF 2

T&BTYP

PIPE SUPPORT

TYP

3'-3"

MA

X1. OMIT UPPER SUPPORT AT SINGLE LINE OF PIPING.

NOTE:

NO

TE 1

TYP OF 47/8" DIA BOLT,

SEE NOTE 1SST PIPE,3" DIA SCH 40S

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1.

2.

3.

1/2" RADIUS, TYP

NOTE 2

FLOOR OR PLATFORM,

10"

10"

1 1/4", TYP

3'-0"

MA

X

PLANOVERSIZED DEVICES

ELEVATION

NTS

EQUIPMENT MOUNTING PEDESTAL

2605-005

USE WASHERS AND SPLIT-LOCK WASHERS UNDER ALL NUTS.

OR OTHER DEVICES

CONTROL STATION

GROUT

NON-SHRINK

WITH 3#4 REBAR EACH WAY, CENTERED.

FOR YARD LOCATIONS, PROVIDE 2'-0" SQUARE x 6" THICK CONCRETE PAD AT GRADE

INDICATED.

GREATER THAN 2'-0" SQ FT SHALL BE PEDESTAL MOUNTED UNLESS OTHERWISE

CONTROL STATIONS DEVICES AND EQUIPMENT HAVING A FRONTAL AREA NOT

NOTES:

4.

OVERSIZED DEVICES

REQUIRED FOR

1/4" PLATE, SIZE AS

MIN C4x2.16

AS SPECIFIED

COAT DISSIMILAR MATERIALS

MIN3/16

MIN3/16

2605-008

5.

SPECIFIED.

SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND ANCHORAGE AS

DEVICES USE DETAIL .

WHERE EQUIPMENT REQUIRES A LARGE BACKPLATE TO SUPPORT MULTIPLE

1/2" RADIUS, TYP

(18" MAX, WIDTH), ROUND EDGES,

MIN 1/4" MOUNTING PLATE,

MIN 1/2" PLATE

LEVELING NUTS, (TYP OF 4)

OR ANCHOR BOLTS WITH

MIN 1/2" CONCRETE ANCHORS

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RAILING

ROUND EDGES

DEVICE BOX

4"

5 1/2"

FRONT

NTS

RAILING MOUNTED EQUIPMENT SUPPORT

2605-006

REQUIRED

LENGTH AS

5/16" DIA U-BOLTS,

LOCKWASHERS

NUTS AND

3/16" PLATE

TYP

1/2" RADIUS,

NOTES:

SIDE

CONNECTIONS PER SPECIFICATIONS.

ALUMINUM IN CONTACT WITH STEEL MEMBERS AND

1. AT ALUMINUM RAILING, PROVIDE PROTECTION FOR

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1.

2.

GRADE

8"

8"

3"

NTS

PEDESTAL MOUNTED DEVICE

2605-012

DEVICE

IF ALUMINUM IS USED

CONCRETE AS SPECIFIED,

CONTACT WITH

PAINT ALUMINUM IN

OR WIDER THAN 18 INCHES SHALL BE SUPPORTED BY 2 CHANNELS.

EQUIPMENT HAVING A FRONTAL AREA GREATER THAN 3 SQUARE FEET

USE WASHER AND SPLIT-LOCK WASHERS UNDER ALL NUTS AND BOLTS.

WALL

CONCRETE

NOTES:

TO CHANNEL

ROUND EDGES, WELD

SIZE AS REQUIRED,

PROVIDE MIN 1/4" PLATE,

MIN 6" CHANNEL

CONCRETE ANCHORS

MIN (2) 5/8" DIA

5'-0"

MA

X

3.

SPECIFIED.

SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND ANCHORAGE AS

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CITY OF WILSONVILLE

Wilsonville, OR 97070

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1/2" RADIUS, TYP

RAILING

CONDUIT CLAMP

8"

8"

3"

5'-0"

MA

X

NTS

PEDESTAL MOUNTED DEVICE AT RAILING

2605-013

DEVICE

EDGES, WELD TO CHANNEL.

AS REQUIRED, ROUND

PROVIDE 1/4" PLATE SIZE

FOR OVERSIZE DEVICE

IF ALUMINUM IS USED

WITH CONCRETE AS SPECIFIED,

PAINT ALUMINUM IN CONTACT

NOTES:

SPLIT LOCK WASHERS UNDER ALL NUTS AND BOLTS.

THAN 18 INCHES SHALL BE SUPPORTED BY TWO CHANNELS. INSTALL RING AND

1. EQUIPMENT HAVING A FRONTAL AREA GREATER THAN 3 SQUARE FEET OR WIDER

2.

SPECIFIED.

SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND ANCHORAGE AS

CONCRETE WALL

MIN C6X10.5 CHANNEL

STEEL.

MOUNTING TO STRUCTURAL

USE MIN (2) 5/8" BOLTS FOR

MIN (2) 5/8" CONCRETE ANCHORS.

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1/2" RADIUS, TYP

RAILING

CONDUIT CLAMP

8"

8"

3"

5'-0"

MA

X

NTS

PEDESTAL MOUNTED DEVICE AT RAILING

2605-013A

DEVICE

EDGES, WELD TO CHANNEL.

AS REQUIRED, ROUND

PROVIDE 1/4" PLATE SIZE

FOR OVERSIZE DEVICE

IF ALUMINUM IS USED

WITH CONCRETE AS SPECIFIED,

PAINT ALUMINUM IN CONTACT

NOTES:

SPLIT LOCK WASHERS UNDER ALL NUTS AND BOLTS.

THAN 18 INCHES SHALL BE SUPPORTED BY TWO CHANNELS. INSTALL RING AND

1. EQUIPMENT HAVING A FRONTAL AREA GREATER THAN 3 SQUARE FEET OR WIDER

2.

SPECIFIED.

SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND ANCHORAGE AS

CONCRETE WALL

MIN C6X10.5 CHANNEL

STEEL.

MOUNTING TO STRUCTURAL

USE MIN (2) 5/8" BOLTS FOR

MIN (2) 5/8" CONCRETE ANCHORS.

DETAIL

CONNECTION

SUBMERSIBLE

2605-101A FOR

SEE DETAIL

TERMINAL JUNCTION BOX

JACJGDCN12 - NEW DRAWING04/20191

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CONDUIT

NTS

CONDUIT SUPPORT ON STRUCTURE

2605-017

COLUMN

WALL OR

CLAMP

CONDUIT

NOTES:

MATERIAL REQUIREMENTS.

CLASSIFICATION TABLES FOR

AS SPECIFIED. REFERENCE AREA

MIN 3/8" DIA, CONCRETE ANCHOR,

FOR MATERIAL REQUIREMENTS.

AREA CLASSIFICATION TABLES

FORMED CHANNEL. REFERENCE

1. THIS DETAIL APPLIES ONLY WHEN THERE IS MORE THAN ONE CONDUIT TO SUPPORT.

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COVER THIS

OUTER JACKET

OUTER JACKET

WRAPPED SHIELD

SHIELD

SHRINK TUBING

SIGNAL LEADS

LUG, TYP

GROUND LEAD

OUTER JACKET

SHRINK TUBING

COVER THIS

SHIELD

NTS

TERMINATION OF SHIELDED INSTRUMENTATION CABLE

2605-100

WIRE

INSULATED

GREEN

SHRINK TUBING

PORTION WITH

CONNECTOR

CRIMPED SPLICE

SHRINK TUBING

PORTION WITH

NOTES:

WITH THIS DETAIL WHERE GROUNDING IS REQUIRED.

1. ALL SHIELDED INSTRUMENTATION CABLE SHALL BE TERMINATED IN ACCORDANCE

SHEET 1 OF 2

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GROUND LEAD

2605-100c.dgn 2019\03\25

NTS

2605-100C

INSTRUMENTATION CABLE SHIELD

UNACCEPTABLE METHOD OF GROUNDING

SHEET 2 OF 2

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WWTP DBO

XXXXX

NTS

2605-101A

SUBMERSIBLE PUMP/MIXER CONTROL STATION

DECKTOP SLAB/

STRAIN RELIEF CORD GRIP

NOTES:

P & ID'S.

1. FOR CONTROL REQUIREMENTS, SEE MOTOR CONTROL DIAGRAMS AND

(2" MIN)

PVC CONDUIT SLEEVE

CORD FITTING

HOOK, MIN 5/8" DIA

FOR CONTINUATION

SEE DETAIL 2605-013A

JACJG DCN12 - NEW DRAWING 04/20191

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NTS

CONDUIT GROUNDING

2605-203

ENCLOSURE

EQUIPMENT

GROUND WIRE

CONDUIT

METAL

BUSHING

GROUNDING

NOTES:

SHALL BE GROUNDED IN ACCORDANCE WITH THIS DETAIL.

1. THE ENDS OF ALL CONDUITS REQUIRED TO BE GROUNDED BY THE SPECIFICATIONS

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NOTES:

1.

CONDUIT CLAMPS

NTS

CONDUIT RACKING SYSTEM

2605-302

FLOOR

CATWALK

CHANNEL

CATWALK

CONDUIT INSTALLATION.

CATWALK CHANNEL FOR

PROVIDED AS PART OF

CONDUIT SUPPORT CHANNEL

SPECIFIED IN SECTION 01 88 15.LOCATE AND SIZE SUPPORTS FOR VERTICAL AND LATERAL LOADS AS

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NTS

WATERTIGHT WALL CONDUIT SEAL

2605-308

STRUCTURE

INSIDE OF

SLEEVE

OVERSIZE

WHERE ACCESSIBLE

GLAND LOCATED

ADJUSTABLE

NOTES:

EXTERIOR WALLS ARE BELOW GRADE.

1. USE WATERTIGHT CONDUIT SEAL WHERE CONDUIT PENETRATIONS OF BUILDING

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WWTP DBO

4027-607.dgn 2019\04\02

NTS

4027-607

MODULAR MECHANICAL

SEAL ASSEMBLY WITH

PASSING PIPE

JOINT TO BE WATERTIGHT

CAULK TO PROTECT THREADS,

FILL WITH SILICONE

NOTES:

2.

1.

ASSEMBLY MANUFACTURER

BY MECHANICAL SEAL

DIAMETER RECOMMENDED

WALL CORE DRILL TO

CMU OR PRE-CAST CONCRETE

FOR EXISTING CONCRETE,

WALLDRY INTERIOR

GROUT

NON-SHRINK

FILL WITH

NOTE 2

EXTERIOR WALL

WATER SIDE OR

SST BOLTS AND NUTS

AS SPECIFIED

NEW STRUCTURES, NOTE 1

PIPE SLEEVE WITH SEEP RING,

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 EMBEDDED ITEMS BEFORE

WHERE EXISTING CONCRETE STRUCTURE IS TO BE CORE DRILLED,

PASSING PIPE WALL PENETRATION WITH MODULAR

MECHANICAL SEAL

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WWTP DBO

4091-160.dgn 2019\03\25

NTS

4091-160

DISSOLVED OXYGEN SENSOR,

ALUMINUM COVER INSTALLATION

NOTES:

1.

2.

INSTRUMENT MANUFACTURER.

BY * ARE SUPPLIED BY

COMPONENTS DESIGNATED

1 1/2" - 12 UNF MALE THREADS

WATER SURFACE

MINIMUM

STEEL PIPE

1 1/2" STAINLESS

1 1/2", SEE NOTE 2

TACK WELD BOLTS

FLOW

6"

PLATE

0.25" ALUMINUM

NUTS AND BOLTS

STAINLESS STEEL

FEMALE THREADS

1 1/2" SST BULKHEAD,

10

ADAPTER ASSEMBLY *

DO SENSOR *

CABLE *

ALUMINUM COVER

AERATION BASIN

(BY COVER SUPPLIER)

8" AL VENT NOZZLE

ELBOW

1 1/2" PVC 90 DEG

1 1/2" PVC PIPE

1 1/2" PVC UNION

OF SENSOR.

ALLOW REMOVAL

EXCESS CABLE TO

COIL AND CLAMP

TRANSMITTER (AIT),

CABLE TO

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WWTP DBO

4091-210.dgn 2019\03\25

NTS

4091-210

FE

AS REQUIRED

LENGTH

INSERTION

FITTING

COMPRESSION

TYP

CONDUIT,

ENCLOSURE

TERMINAL

NEMA 4X

FOR PROCESS AIR SERVICE

THERMAL MASS FLOW ELEMENT INSTALLATION

VARIES, SEE SPECS

PROCESS PIPE, SIZE

90° FROM VERTICAL

BETWEEN VERTICAL AND

INSTALLATION SHOULD BE

INSTRUCTIONS

MANUFACTURER'S

INSTALL PER

FLOW DIRECTION ARROW,

AS PROCESS PIPE

SAME MATERIAL

1" THREADOLET

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WWTP DBO

FEMALE NPT BUSHING

SOLVENT WELD BY

REDUCING TEE W/

SOLVENT WELD

PIPE ON PVC

3/4" SCHED 80 PVC

PIPE ON CPVC,

3/4" SCHED 80 CPVC

3/4" V306

CEMENT LINE STEEL PIPE, CAST IRON PIPE AND DUCTILE IRON PIPE

2019\04\024091-305.dgn

NTS

4091-305

PRESSURE CONNECTION INSTALLATION

3/4" SST PIPE

STRAP SADDLE

3/4" TAP, DOUBLE

3/16

MATERIAL AS PIPE

BUSHING SAME

SCREWED TEE WITH

STEEL & SST PIPE 3 1/2" & SMALLER

STEEL & SST PIPE 4" & LARGER

SAME MATERIAL AS PIPE

3/4" THREADOLET

3/4" V306 FOR SST PIPE3/4" V302 FOR STEEL PIPE

3/4" V306 FOR SST PIPE3/4" V302 FOR STEEL PIPE

PVC AND CPVC PIPE

3/4" V335 FOR CPVC PIPE3/4" V330 FOR PVC PIPE

3/4" SST PIPE

3/4" SST PIPE

© CH2M HILL

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WWTP IMPROVEMENT DBO

2019\04\024091-383.dgn

NTS

4091-383

4'-6"

ROUND OFF ALL EXPOSED EDGES AND CORNERS.

3/16

3/16

1.

2.

NOTES:

INS

TR

UM

EN

T

TO S

UIT

INSTRUMENT

APPLICATION

FOR OUTDOOR

REQUIRED

SUN SHIELD

2'-0"

MIN

6"

2'-0" MIN

6" 6" 6"

2"

1 1/2"

OR SMALL PANEL

INSTRUMENT

SIDES AS REQUIRED

TACK WELD TO TOP &

SHEET 10 GA ALUMINUM,

BACK FORMED OF SINGLE

MIN3"

CORNERS

EDGES &

ROUND

FOOT

MOUNTING

INSTRUMENT

ENCLOSURE

INSTRUMENT

MULTIPLE CASE MOUNTED INSTRUMENTS - STANCHION

AS APPLICABLE

UNISTRUT (SHOWN)

SUPPORT ANGLE OR

INSTRUMENT/HOOD

WASHERS, TYP OF 4

WITH SST NUTS AND

3/8" SST STUD BOLT

W/SST BOLTS, NUTS & WASHERS

SECURE INSTRUMENT TO STANCHION

MOUNTING HOLES TO SUIT INSTRUMENT

PAINT ALUMINUM IN CONTACT WITH CONCRETE ACCORDING TO SPECIFICATIONS FOR PAINTING.

3.REFER TO AREA CLASSIFICATION TABLES FOR ANCHOR MATERIAL REQUIREMENTS.

4.ORIENT INSTRUMENT MOUNTING STANCHION SO THE OPEN SIDE OF THE SUN SHIELD FACES NORTH.

BACK PLATESUN SHIELD

14 GA ALUMINUM

SINGLE SHEET

FORMED OF

TOP & SIDES

SUIT INSTRUMENT

AL LENGTH TO

L MIN 2-1/2"x2"x1/4"

2605-008B

ELECTRICAL DETAIL

2 AND HIGHER), SEE

6x3.00 IN SEISMIC ZONES

SEISMIC ZONES 0 AND 1,

CHANNEL (MIN 4x2.16 IN

ALPL MIN 1/2"x12"x12",

CONCRETE ANCHORS

WITH MIN (4) 1/2"

SECURE TO SLAB

GROUT

MIN 1" NONSHRINK

5.SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND ANCHORAGE AS SPECIFIED.

© CH2M HILL

CITY OF WILSONVILLE

Wilsonville, OR 97070

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